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APPROVED ENG STM PLN RESUB 3 BLD2019-1590 PERMIT SET DRAWINGSEDMONDS CIVIC CENTER PLAYFIELD PERMIT SET 3/12/21 OWNER Edmonds Department of Parks, Recreation and Cultural Resources Frances Anderson Center 700 Main Street Edmonds, Washington 98020 � OF EDP O C. 0 ADMINISTERING DEPARTMENT City of Edmonds Development Services Department 121 5th Avenue N CITY OF EDMONDS BUILDING DIVISION I APPROVED PLAN I VICINITY MAP PUGET DR •�-fir HINDLEY LN •_ q. u 524: h� ALOHA ST r 2 q CAP,OL %VA" 4 ry GLEN ST .e.Vf N Bracketts DALEY ST �(id Ing Civic �cket� Ce rite iIM So WI-1 g,,, Playfi- I' BELL'. SITE----jp P� 310 6TH AVE N w ED;MQNDS, WA 98020 N = ALDER ST BEC K LN 14'ALNUT ST ;tw,t4:tl ' c,l+PJOrl rqe r C.I.--b HOLLY OR Edmonds Niaish CEDAR St �,oeck Ed mo nds Edmonds, Washington 98020 City HEMLOCK A''AY Approved bY Fire Park 04/08/2021 AFM fCF�ttere{' CONSULTANT TEAM SHEET INDEX LANDSCAPE ARCHITECT: Walker I Macy 1218 3rd Ave, Suite 1310 Seattle, WA 98104 Ph. 206-582-3874 ELECTRICAL: Keyes Lnglneering 800 5th Ave, Suite 4100 Seattle, WA 98104 Ph. 503-771-1986 ARCHITECT: O RA 1221 E Pike St, Suite 300 Seattle, WA 98122 Ph. 206-625-0941 FOUNTAIN DESIGN: STO 2500 Red Hill Ave, Suite 205 Santa Ana, CA 92705 Ph. 949-476-8777 IRRIGATION: Design Two Four / Two Six 14835 161 st Court SE Renton, WA 98059 Ph: 425 881-2426 MECHANICAL/PLUMBING: Notkin Mechanical Engineers 2301 Fifth Ave, Suite 401 Seattle, WA 98121 Ph: 206-448-1911 APPROVED BY PLANNING 1, Mar 30 2021 CIVIL/STRUCTURAL: KFrr Lonsulting Lngineers 1601 Fifth Ave, Suite 1600 Seattle, WA 98101 Ph. 206-622-5822 LIGHTING DESIGN: FMS 80 Vine St, Suite 202 Seattle, WA 98121 Ph. 206-691-0101 SKATEPARK DESIGN: Grindline 4619 14th Ave SW Seattle, WA 98106 Ph. 206-932-6414 GEOTECHNICAL: Landau Associates 130 2nd Ave South Edmonds, WA 98020 Ph. 425-778-0907 SURVEY: KPFF Consulting Engineers 612 Woodland Square Loop SE, Suite 100 Lacey, WA 98503 Ph. 360-292-7230 City Of Edmonds Building Department Work CIVIC PLAYFIELDS Address 310 6TH AVE N ----------- Owner CITY OF EDMONDS ---------------------------------------- --------------------------------- Approved Date 4/15/2021 Building Official Permit Number BLD2019-1590 gal H P'- Jh '06Tn ST SW tvlaptnvood 200THST SW w h� t luot Fo(k a Pine il Ridge e u� Park SPRUCE s* UJ w _ w _- LAURELST i-`• 215T"51 PI NF cT CW not to scale STANDARD ABBREVIATIONS CAD AT A.C. ASPHALTIC CONCRETE A.D. AREA DRAIN ARCH. ARCHITECTURE B.&B. BALL AND BURLAP B.C. BOTTOM OF CURB BLDG. BUILDING B.S. BOTTOM OF STAIRS B.S.W BOTTOM OF SWALE B.W. BOTTOM OF WALL CAL. CALIPER C.B. CATCH BASIN C.I.P. CAST IN PLACE C.L. CENTER LINE CLR. CLEARANCE CONC. CONCRETE CONT. CONTAINER DIA. DIAMETER DWG. DRAWING EA. EACH E.J. EXPANSION JOINT EL. ELEVATION ELEC. ELECTRICRIAL EQ. EQUAL E.W. EACH WAY F.F. FINISH FLOOR F.L. FLOWLI N E GAL. GALLON H.P. HIGH POINT I.D. INSIDE DIAMETER JT. JOINT L.P. LOW POINT MAX. MAXIMUM MFR. MANUFACTURER MH. MANHOLE MIN. MINIMUM N.I.C. NOT IN CONTRACT O.C. ON CENTER O.D. OUTSIDE DIAMETER P.A. PLANTING AREA PERF. PERFORATED P.L. PROPERTY LINE P.O.C. POINT OF CONNECTION P.T. POINT OF TANGENCY R. RADIUS REINF. REINFORCEMENT SQ. SQUARE T.C. TOP OF CURB T.S. TOP OF STAIRS T.S.W TOP OF SWALE T.W. TOP OF WALL TYP. TYPICAL W.W.M. WELDED WIRE MESH APPROVED PLANS TO REMAIN ON SITE 1 TOPOGRAPHIC SURVEY L101 DEMOLITION PLAN - NW L815 COE ROW DETAILS 2 TOPOGRAPHIC SURVEY L102 DEMOLITION PLAN - NE L816 COE ROW DETAILS 3 TOPOGRAPHIC SURVEY L103 DEMOLITION PLAN - SW L817 COE ROW DETAILS 4 TOPOGRAPHIC SURVEY L 104 DEMOLITION PLAN - SE L820 SITE DETAILS 5 TOPOGRAPHIC SURVEY L200 OVERALL PLAN L821 SITE DETAILS 6 TOPOGRAPHIC SURVEY L201 MATERIALS PLAN - NW L822 SITE DETAILS C000 CIVIL COVER SHEET L202 MATERIALS PLAN - NE L823 SITE DETAILS C001 CITY OF EDMONDS NOTES L203 MATERIALS PLAN - SW L824 SITE DETAILS C100 SWPP & MASS EXCAVATION PLAN L204 MATERIALS PLAN - SE L825 SITE DETAILS C110 SWPP DETAILS L205 MATERIALS PLAN ENLARGEMENT L826 SITE DETAILS C111 CITY OF EDMONDS SWPP DETAILS L206 MATERIALS PLAN ENLARGEMENT L827 SITE DETAILS C120 MASS EXCAVATION SECTIONS L207 MATERIALS PLAN ENLARGEMENT L828 SITE DETAILS C121 HAUL ROUTE PLAN L208 MATERIALS PLAN ENLARGEMENT L830 SITE DETAILS C200 UTILITY DEMOLITION PLAN L300 LAYOUT PLAN SCHEDULE L831 SITE DETAILS C300 OVERALL STORM DRAINAGE & L301 LAYOUT PLAN - NW L840 SITE DETAILS UTILITY PLAN L302 LAYOUT PLAN - NE L841 SITE DETAILS C301 STORM DRAINAGE & UTILITY PLAN - NW L303 LAYOUT PLAN - SW L842 SITE DETAILS C302 STORM DRAINAGE & UTILITY PLAN - NE L304 LAYOUT PLAN - SE L843 SENSORY GARDEN DETAILS C303 STORM DRAINAGE & UTILITY PLAN - SW L305 LAYOUT PLAN ENLARGEMENTS L844 WAVY WALK DETAILS C304 STORM DRAINAGE & UTILITY PLAN - SE L306 LAYOUT PLAN ENLARGEMENTS L845 WAVY WALK DETAILS C305 STORM DRAINAGE & UTILITY ENLARGEMENTS L307 LAYOUT PLAN ENLARGEMENTS L846 RUMBLE WALK DETAILS C306 ADD ALTERNATE STORM DRAINAGE & L401 JOINTING PLAN - NW L847 SITE DETAILS UTILITY ENLARGEMENTS L402 JOINTING PLAN - NE L900 PLANTING DETAILS C310 STORM DRAINAGE & UTILITY DETAILS L403 JOINTING PLAN - SW L901 PLANTING DETAILS C311 STORM DRAINAGE & UTILITY DETAILS L404 JOINTING PLAN - SE L902 PLANTING DETAILS C312 STORM DRAINAGE & UTILITY DETAILS L405 JOINTING PLAN ENLARGEMENT C313 COE STORM DRAINAGE & UTILITY DETAILS L501 LIGHTING & FURNISHING PLAN - NW A0.0 3D RENDERS C314 COE STORM DRAINAGE & UTILITY DETAILS L502 LIGHTING & FURNISHING PLAN - NE A1.0 GROUND FLOOR PLAN & REFLECTED C315 COE STORM DRAINAGE & UTILITY DETAILS L503 LIGHTING & FURNISHING PLAN - SW CEILING PLAN C316 COE STORM DRAINAGE & UTILITY DETAILS L504 LIGHTING & FURNISHING PLAN - SE A1.1 ROOF PLAN C317 COE STORM DRAINAGE & UTILITY DETAILS L601 IRRIGATION PLAN A2.0 ELEVATIONS C318 CONTECH STANDARD DETAILS L601A IRRIGATION PLAN ADD ALTERNATE 3 A3.0 SECTIONS C320 STORM DRAINAGE PROFILES L602 IRRIGATION PLAN A4.0 DETAILS C321 STORM DRAINAGE PROFILES L602A IRRIGATION PLAN ADD ALTERNATE 3 C322 STORM DRAINAGE PROFILES L603 IRRIGATION PLAN E000 ELECTRICAL LEGENDS & ABBREVIATIONS C323 STORM DRAINAGE PROFILES L604 IRRIGATION PLAN E001 ENERGY CODE COMPLIANCE FORMS C324 STORM DRAINAGE PROFILES L605 IRRIGATION SCHEDULE E001A ENERGY CODE COMPLIANCE FORMS C325 STORM DRAINAGE PROFILES L606 IRRIGATION SCHEDULE E002 ELECTRICAL SCHEDULES C326 UTILITY PROFILES L606A IRRIGATION SCHEDULE ADD ALTERNATE 3 E101 ELECTRICAL DEMOLITION SITE PLAN - NW C330 STORM DRAINAGE DETENTION SECTIONS L607 IRRIGATION DETAILS E102 ELECTRICAL DEMOLITION SITE PLAN - NE C331 STORM DRAINAGE DETENTION SECTIONS L608 IRRIGATION DETAILS E103 ELECTRICAL DEMOLITION SITE PLAN - SW C332 STORM DRAINAGE DETENTION SECTIONS L700 PLANTING PLAN SCHEDULE E104 ELECTRICAL DEMOLITION SITE PLAN - SE C340 FOUNDATION DRAINAGE PLAN L701 PLANTING PLAN - NW E200 ELECTRICAL SITE PLAN - OVERALL C400 OVERALL GRADING PLAN L702 PLANTING PLAN - NE E201 ELECTRICAL SITE PLAN - NW C401 GRADING PLAN - NW L703 PLANTING PLAN - SW E202 ELECTRICAL SITE PLAN - NE C402 GRADING PLAN - NE L704 PLANTING PLAN - SE E203 ELECTRICAL SITE PLAN - SW C403 GRADING PLAN - SW L705 PLANTING PLAN ENLARGEMENT E204 ELECTRICAL SITE PLAN - SE C404 GRADING PLAN - SE L706 PLANTING PLAN ENLARGEMENT E300 ELECTRICAL FLOOR PLAN & REFLECTED C405 GRADING ENLARGEMENTS L810 SITE DETAILS PAVING AND SURFACES CEILING PLAN C406 GRADING ENLARGEMENTS L811 NOT USED E500 ONE -LINE DIAGRAM C407 GRADING ENLARGEMENTS L812 SITE DETAILS PAVING AND SURFACES E600 ELECTRICAL PANEL SCHEDULES C408 ADD ALTERNATE GRADING ENLARGEMENTS L813 SITE DETAILS PAVING AND SURFACES E700 ELECTRICAL DETAILS L814 COE ROW DETAILS PROJECT SUMMARY SITE ADDRESS: 310 6TH AVE N EDMONDS, WA 98020 ZONING: Playgrounds & Athletic Areas PROJECT DESCRIPTION: Section 24 Township 27 Range 3 Quarter SW CITY OF EDMONDS TAX PARCEL: 00434210000000 UTILITY PURVEYORS WATER, STORM, SANITARY SEWER: City Of Edmonds ENGINEERING DIVISION TELEPHONE: APPROVED AS NOTED Frontier Communications CABLE:04/15/2021 Comcast Corporation DEFERRED SUBMITTAL: POWER: - TREE GRATE SPECS Snohomish County PUD 'FRONTAGE IMPROVEMENTS FOR ALLEY AND 7TH AVE GAS: TO BE COMPLETED UNDER A SEPARATE CITY Puget Sound Energy PROJECT.*** SEE STORMWATER TECHNICAL INFORMATION REPORT BY KPFF DATED 3/12/2021 FOR ADDITIONAL INFORMATION. W000 SHEET INDEX & GENERAL NOTES W001 GENERAL NOTES W002 GENERAL NOTES W003 GENERAL NOTES W004 GENERAL NOTES W005 GENERAL NOTES W006 OVERALL SITE PLAN W006A OVERALL SITE PLAN W100 SPRAY DECK LAYOUT PLAN W200 SPRAY DECK EQUIPMENT ROOM LAYOUT PLAN W200A SPRAY DECK EQUIPMENT ROOM LAYOUT PLAN W300 SPRAY DECK SYSTEM SCHEMATIC W301 EQUIPMENT DETAILS W302 EQUIPMENT DETAILS W303 EQUIPMENT DETAILS W400 SPRAY DECK SECTIONS AND DETAILS W401 SPRAY DECK SECTIONS AND DETAILS W402 SPRAY DECK SECTIONS AND DETAILS W500 ELECTRICAL DRAWINGS W501 ELECTRICAL DRAWINGS W502 ELECTRICAL DRAWINGS cc APPROVED JEFF KOBYLK S001 STRUCTURAL NOTES 5.21.21 S002 STRUCTURAL NOTES S100 TYPICAL DETAILS S200 TYPICAL DETAILS S201 DETAILS S300 SHADE STRUCTURE STRUCTURAL PLANS S301 SHADE STRUCTURE SECTION AND DETAILS SHT 1 S302 SHADE STRUCTURE SECTION AND DETAILS SHT 2 S303 SHADE STRUCTURE SECTION AND DETAILS SHT 3 S304 PUMP PIT DETAILS SP1.0 SKATEPARK RENDERINGS SP1.1 SITE PLAN SP1.2 CONCRETE MATERIALS PLAN SP1.3 COPING MATERIALS PLAN SP1.4 CONCRETE JOINTS PLAN SP1.5 DIMENSIONS PLAN SP1.6 LINES & CURVES PLAN SP2.1 SECTIONS & KEY SP2.2 SECTIONS & KEY SP2.3 SECTIONS & KEY SP3.1 DETAILS SP3.2 DETAILS ADD ALTERNATES ---------------- SEPARATE PERMITS Restroom Building, ■ Plumbing, Electrical ! (L&I), Signage SPECIAL INSPECTIONS ARE REQUIRED FOR: SOILS and GRADING; ' STRUCTURAL: Concrete, Bolts • in Concrete, Structural Steel & 'Welding, High Strength Bolting. ! See Structural pages. ALTERNATE # 1 - WATER FEATURE AND UNI T PA VERS ALTERNATE #2 - RUBBER TRACK SURFACING ALTERNATE #3 - SCRAMBLE WALL AL TERNA TE #4 - TREE GRATES ON 6TH AVENUE RESUB Mar 25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SSMH 5% RIM = 57.95 IE 8" CONC N = 48.43\ ASPH IE 8" CONC E = 48.20 \ IE 8" CONC W = 48.18 � O \ STOP SIGN � SO \ \ SQ ASPH CB RIM = 57.05 IE 6" PVC N = 55.55 TOPOGRAPHIC SURVEY N SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. STOP SIGN CB I / RIM = VC S <41N AVE IE 6" PVC S = 54.32 0 SDMH I y \ RIM = 57.86 = IE 6" PVC N = 54.36 O \ 0 \ \ IE 6" CONC N = 54.41 CB / IE 10" CONC S = 53.51 RIM = 63.60 I 0 STOP SIGN IE 12" CMP E = 59.80 = CITY OF EDMONDS ART O COMMISSION 2014 IE 12" PVC S = 59.75 I G G - G - G - G _ _G-� G G = G / 5 CONC p HR PARKING N CONC p a; I -- SDMH RIM = 5Z57 / IE 10" CONC N = 53.17 IE 12" CONC E = 53.22 IE 6" PVC SE = 55.02 STOP SIGN IE 12" CONC S = 52.72 IE 12" CONC W = 52.47 W W W 8.. CW W w I w CB v -�v w Oy RIM - 63.46 a _ 159 IE 12" PVC N 59.36 - Oy\ IE 12" PVC = 59.31 'b O C o SPRAG UE I ASPH 60 _ Oy\ O ASPH O O a 0 a Coco O-Z c O � ASPH \w Oy � \ 2 \ � SQ w CB \ SPRAGUE ST/ O y RIM = 57.13 EDMONDS ST IE 6" PVC NW = 54.98 N Q ro / 3 HR PARKING w \ SQ ASPH Gj� S 0 rorO � O \ O CB (TYPE 11) cq RIM = 64.24 \ IE 12" DI N = 59.09 IE 12" CONC E = 59.09 SQ IE 12" CONC W = 58.99 \ �� SSMH • c0 RIM = 65.09 IE 8" CONC N = 61.59 \ O IE 8" CLAY E = 50.84 IE 8" CLAY S = 50.94 IE 8" CONC W = 50.74 O� 3 HR PARKING CB (TYPE 11) O� RIM = 68.08 IE 12" PVC E = 63.08 / IE 12" CONC W = 62.98 z� 0 0 SQ SD BASIS OF MERIDIAN: WASHINGTON STATE PLANE COORDINATE, NAD 83191 NORTH ZONE 4601 VERTICAL DATUM: NAVD 88 BOUNDARY NOTE. NO CORNERS WERE SET BY THIS SURVEY, NO TITLE REPORT WAS OBTAINED AND NO EASEMENTS ON THE PROPERTY, IF ANY, ARE SHOWN. BOUNDARY AND RIGHT OF WAY LINES ARE SHOWED PER BEST AVAILABLE RECORD INFORMATION, AND TIES TO EXISTING LOCAL MONUMENTATION. UTILITY NOTE. UTILITIES SHOWN HEREON ARE PER KPFF AS -BUILT OF SITE SURFACE FEATURES IN CONJUNCTION WITH UNDERGROUND UTILITY LOCATES PERFORMED BY KPFF AND THE CITY OF EDMONDS. ALL UNDERGROUND UTILITIES SHOULD BE CONSIDERED APPROXIMATE ONLY. METHOD OF SURVEY. CONTROL SURVEY PERFORMED WITH THE USE OF TOPCON GR5 GPS RECEIVERS, TOPOGRAPHIC AND SUPPLEMENTAL CONTROL SURVEY PERFORMED USING CONVENTIONAL GROUND METHODS USING A TOPCON PS-103 ROBOTIC TOTAL STATION. ALL WORK PERFORMED DURING THE COURSE OF THIS SURVEY MEETS OR EXCEEDS THE STANDARDS AS SET FORTH IN WAC 332-130-090. CN --.w W P P w ASPH w - SD- LEGEND C� LeL G G- E6"" PVC RISER (W) y \ \ \ � 3 M y\ \'W w\ y\ w I,y O,S _ ASPH '0 � w y' `SO I \ ASPH FOUND MONUMENT c BOLLARD BORING HOLE M SIGN El P POWER VAULT n BASKETBALL HOOP ® POWER TRANSFORMER Il MAILBOX oP POWER METER HANDICAP PARKING POWER POLE SERVICE POLE SPECIES CONIFER SIZE IV LIGHT POLE SPECIES DECIDUOUS LIGHT STANDARD SIZE LP �.� BUSH STADIUM LIGHT POLE HEDGE EILT LIGHT JUNCTION BOX GRAVEL El J JUNCTION BOX - LANDSCAPE ANCHOR X-X FENCE ElTELECOMMUNICATIONS VAULT FACE OF CURB T RETAINING WALL • TELECOMMUNICATIONS MAN HOLE CONCRETE T ------------ EDGE OF PAVEMENT EIT TELECOMMUNICATIONS PEDESTAL BUILDING D4 W WATER VALVE - - - - - BUILDING OVERHANG '0 HYDRANT SD STORM ❑W WATER METER SS SANITARY SEWER �- WATER SPIGOT WOOD IRR IRRIGATION VALVE TC TELECOMMUNICATIONS FIRE DEPARTMENT CONNECTION OH OVER HEAD UTILITY O DRINKING FOUNTAIN p UNDERGROUND POWER ❑G GAS METER G GAS IV VALVE W WATER MONUMENT MONUMENT LINE OS SANITARY SEWER MAN HOLE - - - - RIGHT OF WAY 000 SANITARY SEWER CLEAN OUT CONCRETE HATCH 0 STORM DRAIN MANHOLE BUILDING HATCH mD CATCH BASIN OCO STORM DRAIN CLEAN OUT NO -SLIP HATCH w U U � LLJ � Zw Qo Ld a Q �z -m _U L� Q o w O LLJ m Ld U QL`' > N� 0 �Q Zoe >� :2< O LL-z �O 0-Jo =�Z WQ UZ� LLJ U �__ . L.L: a > )_wz WNU Ld mwO C�ofU WOF_ _a� woof �WU W - -CCr) o a0 li� b4s LLi V) 0_ 0 0 J v 0 L m E �' o 0 c � o u 0) N w �p< I� a 0 N BC � N E 3 o Ln M 3 1 W LLJ 0 U) 0 U z Q U 0 5=> z Z 0 Li Q:� L_� N w LLJ LL_ 0 Q 0 a O a- N O C-) LLJ U SCALE: 1" = 20'� JOB: 81700035 DATE: 9/28/17 SHEET 1 OF 6 J RESUB Mar 25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W-P P P U) ASPH o co W- SD-1SD SD SD SD SD W Cn M G_ G TOPOGRAPHIC SURVEY I SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. I SSMH RIM = 73.46 IE 12" CONC N = 62.46 IE 12" CONC W = 62.26 I IE 12" CONC W/ DROP PIPE S = 64.06 SDMH I I RIM = 73.24 I O IE 112" CONC N = 69.24(BLOCKED OFF) IE 6" CONC NE = 69.69 I IE 8" CONC E = 69.39 I IE 12" CONC S = 69.34 O IE 6" PVC SW = 69.64 IE 12" CONC W = 68.99 SS SS N I CB RIM = 72.07 IE 6" PVC NE = 70.87 I S D I O p c - OH DALEY ST 30' I � z I � I I I I ❑ )� U) I I CB (SOLID LID) -, ID) �I y RIM = 74.49 IE 12" CONC N = 71.29 IE 12" CONC E = 72.39 IE 6" PVC E = 71.34 IE 12" CONC S = 71.34 ASPHI 30 -0p OH OH OH OH -----I OH OH OH - OH OH OH OH , RIM = 74.59 ' IE 6" CONC NW = 72.74 I Z IE8"PVC E= 72.84 I o I I I I I I = I I O I O - - - - ASPH I I � (M W O DALEY O -/SD SI \ S-t \ �D rI H-Cn OH OH _.. cn a a cn rn co I ^� AS ❑ U) I U) ASPH I 30' RIM = 72.83 IE 6" PVC NW = 71.43 IE4"PVC E= 71.68 S - P OH OH OHOH- U H _ 0 - - - - - - - - - - - - - - - H I I II I I YARD DRAIN 3: ~ I RIM = 75.83 IE 3" PVC W = 75.13 IE3"PVCE= 75.15 YARD DRAIN 3: v I RIM = 75.85 PH I IE 3" PVC W = 75.15 O I YARD DRAIN 3 I RIM = 75.89 BORING HOLE B-7 IE 3" PVC E = 75.19 = IE3"PVC W= 75.19 CB (TYPE RIM = 77.31 I I IE6"CMP N= 75.66 I 60 IE 15" CMP E = 72.66 I IE 12" CMP W/ STAND PIPE S = 72.79 SSMH IE TOP 6" STAND PIPE = 75.63 I = = 76 v I = I RIM = 74.81--- -- I IE 12" CONC N = 66.81 i ASPH °p U p IE 8" CONC E = 68.56 U) U - - - SD S� S SS 6 S A PH SS SS SS ASPH SS SS SS S; h 1 S '� h, S G G G D ^ D - SD SD SD - SD S - -H XX XX X X - - - P P S U TRANSFQRMER (S� 3" PVC RISER(S) CB \ Z _ 2" PVC RISER (S) RIM = 77.42 I S U O Q DRAIN YARD DRAIN IE 12" PVC W = 75.12 II RIM = IE 6" PVC W = 72.62 II SD SD FUL�DOF DEBRIS IE 12" CMP N = 72.67 3 SD SD SD SD CB I I RIM 76.17 I � IE 6 PVC N = 73.37 ❑ ❑ IE 8" PVCE= 73.17 I O U) IE 6" PVC S = 73.27 I h� Qi ASPH I O= ❑ U Z- I h I ❑ I .,� NFT f nicr N co Z ASPHI ---------------- 1" PVC RISER (N) r) I CONC - - - - S O P P G SS ❑� N� 8" CI 90 P� can - SD SD SD SD SD W W W W w w4- SD SD W SD SD 1k O ASPH 1� ❑ I co - ISPRAGUE I F- N STOP SIGN CT-I SDMH AVE/SPRAGUE S ASPH ❑ U RIM = 73.45 \ 003 I IE 12" CONC N = 66.65 U IE 12" CONC SE = 66.60 _T TC TC TC TC TC �� O IE 12 CMP W = 66.55 o STONE BEN eM G IG G G7 SEE SHEET 3 9 IS COURTS YARD DRAIN RIM = 76.19 IE 4" HDPE N = 75.54 YARD DRAIN RIM = 76.25 IE 4" HDPE N = 75.60 18" CONCRETE LID 77 NOT OPEN 9 0 co GRASS YARD DRAIN RIM = 75.87 IE3"PVC W= 75.17 IE3"PVC S= 75.17 +77.58 �-CB RIM = 76.66 IE 8" PVC W = 73.66 IE4"PVCS= 74.76 IE8"PVCS= 73.76 CB RIM = 77.00 IE8"PVC N= 74.10 IE4"PVC N= 75.10 IE 8" PVC SE = 74.90 GRASS IE4"PVC S= 75.10 SD IE8"PVC S= 74.15 \ so \ so 77.97+ +77.28 \ SD \ 7.98 GRASS CB ❑ GRASS RIM = 77.24 IE 8" PVC N = 74.54 IE 4" PVC N = 75.34 IE 8" CONC SE = 75.14 GRASS IE 6" PVC 75.09 ❑ IE 6" PVC S = 75.09 +78.10 i I SO 6" PVC RISER (N) ,cn\ o NO S "' UNKNOWN CONTROL BOX ;tom ASPH 5" UNDERGROUND \ W ASPH cn N SO GF I J 19 ; GRASS cn = d ASPH78 SO '00I M + 92/ SFF SHFFT 3 w U U :2 W Zw Qo Ld a Q � z U -� _ LL_ Q O Lu O W �� m > U a w V) F-Q ZpL0 :2< OLLz �O 0-JO =-JZ WQ UZH LLJ v �__ . L c a > �wz O WNU mw �ofU w 0� Lua_Lu =w� wow LUOfU -Irr) LLi V) 0- 0 0 J v f6 L m �' Eo 0 c � o u 0) N �o< a 0 q N BC E � N 3 oLn_j M 3 1 W L� W Li 0 U) 0 U z Q U =5 z Z 0 � IL N Ld LIJ < < Q O I- Q 0 d- � N 0 LLJ u SCALE: 1 " = 20' JOB: 81700035 DATE: 9/28/17 SHEET 2 OF 6 RESUB Mar 25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TOPOGRAPHIC SURVEY IN SECT( n N 24, Tn wwP 27 Ni n P TH R A N GE EAST \A/ V SEE SHEET 2 I -------------------- 1„PVC RISER (N) .,, �W P P P t CONIC S OJ, m M P P � G SS P cpn ASPH o 8" CI SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W w w - WSW+w U ASPH 1k 1� U p SPRAG UE I N STOP I SIGN �- C� SDMH \TH A VE/SPRAGUE S ASPH p RIM = 73.45 I U M IE 12" CONC N = 66.65 IE 12" CONC SE = 66.60 -T TC TC G G G IE 12" CMP W = 66.55 o STONE BENCH TC TC TIC -T co G G G G - - - - - - - - CON �6" PVC RISER L� G G N (W) � - - - - - - _ _ N 88'45'09" W =T�- -TOE_ � 120.000' \\ I I I FLAG BOLE I 16 I u� \\ LSCAP MApo 3 HR PARKING I I I I I LSCAPE . w W\ y\ \ \ TPN 004341202400100 I I (ASPH BRICK W zo p w �\ y\ \ I I I CONCRETE STATUE O LSCAPE U U) (n 3PH Oy� \ \ I I oo I GLASS FRAMED (ARTWORK w W w Oy \\ I 1 0"' I I MEMORIAL PLAQUE p 1 3 HR PARKING p w, 6 w 8•, oy I Iry I I I U) co I I I ci \ N (o I CB I (TYPE II) I U)OASPH co / cn g Iq, y Q= I `� °' I RIM I = 75.62 U 6 \ \ \ '� I m I IE 12" PVC NW = 68.72 0 \ ti „ I I I 9 ` SEE SHEET 2 RIM = 76.25 - IE 4" HDPE N = 75.60 18" CONCRETE LID 77 NOT OPEN 6" PVC RISER (N) °' UNKNOWN CONTROL BOX ASPH 5" UNDERGROUND rW i? ASPH Y :J 19 2 = I ASPH U ,J `II o M GCB PASPH ORING HOLE #6 RIM = 75.44 IE 6" DI N = 74.29 ASPH CB 10 .02 0 \ I I IE 6 PVC S= 71.62 N rn I u RIM = 78.10 SO ASPH / y \ I " I IE 12" HDPE SEI = 69I O °',' FULL OF GRAVEL 2-3 GALV RISERS W) \ 5S Oy \ 2-2" PVC RISERS WI I I00 X I HA IC P PARKIN 12' CHAIN LINK FENCE \ SO S \ TRANSFORMER (W) I I Z I SSMH I I I 0 \ G0 G� G \ S Q ASPH O \ I - \ O !� ti \ RIM = 73.51 - I \ 4) �Sd� �' IE 8" PVC SE = 60.711 \ S'Q \ IE 8" PVC S - 60.861 I O I I p I S �?• IE 8 PVC W- 60.61 p I T ry \ \ I I co CB \ \ ^ S 13 \ \ I I I RIM = 77.26 30 30' FINISHED FLOOR = 81.07 \ CO S, V� I IE 8"I PVC NW =I 75.61 1 \ tic O r S I I I p U W w 5TH AVE 'y 226R I I I � / EDMONDS ST �O S CB (TYPE 11) - O I 100.373' I I Al 0 OH OH- 88 RIM = 73.04 ASPH CONC S N '43'45" OHOH OH OH W p W IE 8" PVC SE = 64.04 c�� CB (TYPE 11) U) co o IE 12" PVC S = 63.54 r . RIM = 74.90 I W W O/-/` IE 12" PVC W = 63.49 / y, N \ �`O IE 12" PVC NW = 69.35 U ASPH U ^� ASPH OH` / O °° ''' :•'; IE 10" PVC E = 69.55 _3 F- O//` ASPH cli I +78.10 U 4 SO Lo w cn SO\ GRASS (P w � O = i GRASS \ w (n NO SO �9 w 0 � \ 78.92 U) I \ + +78.35 S� 0 GRASS I I \I I pU NO O\ I I CB S� RIM = 79.45 U 4 IE 6" PVC STAND PIPE NW = 76.20 o IE TOP OF STAND PIPE = 78.20 I IE 24" HDPE E = 76.35 ' IE 4" HDPE S = 76.45 I BORING HOLE II SD SDcn SD I I o I I W W W W W- CHAIN LINK FENCE ASPH ., .. ; s..Y CONIC I GRASS I W .•. .: ••i• ,as: . •• :.1••• �• ��.,: W w I :a' ': �.•.. ti ::y: ,�• ... y:'�. ins ..; Y.: • r •. ',.• GRAVEL v •..' :' .:.. ,.: s . cn CONC ' ASPH • x . ��.!.•.; SKATE PARK RULES �.�:: CHAIN LINK FENCE BID - p �,` GRAVEL IR I R -X %x-%�-X-X-X- -X ASPH - W� / ASPH GRASS Wes_ ` ,W/W as --___ ASPH CB 1� \ CONC IE 12 PVC S = 69.10 I / .�; .. :,..•• U p I o O 1.5, STEEL N IE 8" PVC NI W - 70.77 .®� `�° m: ;..' . ` ' °' O I TRAN FORMERS (N/W/E) - ` O / i ti•. «.¢ CONC 4" P C RISER S CB FINISHED FLOOR = 75.82 I �," I () O :.4!; I � o H` ON RIM = 80.52 CB / / SD '9A � SSMH p I ao /``� 0/ IE 6" PVC N = 78.42 c� p I I I P IE 4" PVC S= 79.42 V 10 ASPH BATTING PRACTICE O O RIM = 74.14 / O� ASPH 2� 7 RIM = 79.86 U U 82 �ASPH PERMITTED ONLY ON LP IE 6" PVC NE = 71.74 V F 3s �S ' IE 8" CONC NW = 73.56 ~ , BASEBALL FIELD P P k 82.81 IE 12" PVC SE = 71.49 / !?, �O c'9�OF CONC IE 10 " CONC S = 73.61 , I ) 2 �� p LT P P P P P P P- \ �' I Q - 1�' Q d I v � A - 0"♦� w- 0Q U ~ U P ��' CB +82.58 W- INK �2 SSMH S \ CB (TYPE II) �� •: I Q I \ / RIM = SSMH U ASPH \� \ RIM = 74.76 c� a A Q RIM = 82.20 S O I I I __ _ p 8, IE 12" PVC N - 68.4 / IE 4" PVC N - 81.60 IE 8" PVC N = 61.52 �A \�O� IIE 12" PVC E = 68.46 ^b I I �- Q IE 8" PVC E 61.52 / / S IE 12" PVC S = 68.46 p a NO PARKING U' ASPH, DO NOT ENTER/ S BORING HOLE B-1� \ _ I p I Z w / POLICE HICLES ONLY '� to IE 12 PVC NW 68.51 _SDMH CONC / a I o0 w ��, �O ASPH RIM - 80.16 I ASPH �y R \ A S� \ W EC � _ IE 12" CONC N 77.46 / SS ASPH �\\ Cn I IE 8" CONC SE = 77.66 I U R % . �L \ / p I Q , , Q 82.81 I �O \ IE 12 CONC S 77.51 I p O� ; ,\ +82.70 +82.77 ASPH VO D ASPH � Ill, ^� \ I � RR I �Q ,�, �' A 82.74Q/ GRASS S'S 8• O' I U c ; , PETANQUE COURT SIG +82.63 EC c -p ,cam p I \ / STORM VAULT `s\ S FNc k G CONIC / RIM = 75.37 3p. \ S� F G U I \ I �,° 83 G W NO VISIBLE PIPES \ AS\ US �\ S,O !q, UNKNOWN w U " /IE WATER LEVEL = 68.9SO C7 ASPH VAULT F- \ � a / / � \ `s \ O W U � � I 1 �' ASPH Ili STORM VAULT 01 W p NO PARK G T / RIM = 75.42 �` S \ S 3: NO VISIBLE PIPES STORM VAULT D SS \ �i3` W IIE WATER LEVEL = 68.92 RIM = 75.18 \ NO VISIBLE PIPES ASPHO NO\ SS ASPH Oo / IE WATER LEVEL = 68.68 S I U S SSMH ASP IE 8" PVC( E = 64.36 ASPH 6+ON 0 N N ►- SS / IE 6" PVC S = 64.STORM VAULT 51 \ O I ASPH I IE 8" PVC NW = 64.21 n �S O U S I RIM = 74.89 �' �\ F- DO NOT ENTER/ S NO VISIBLE PIPES DEC 10 N POLI E VEHICL S ONL ^� IE WATER LEVEL = 68.89 / D ASPH O >s DEC I I I *,M4 � U)CB TYPE II ASPH / 6 U I RIM i 74.59 ASPH Up IE 12„ PVC N = 69.99 SD IE 8" PVC SE = 70.04 CB ASPH SD = NO F (O/ IE 12" PVC S = 70.19 CB RIM = 75.26 DEC 11 RIM = 74.59 IE 8" PVC E = 71.31 O „(!� CONC IE 12" PVC SE = 70.09 IE 12" PVC NW = 71.26 6 p / IE 12" PVC W = 69.99 SSMH U ' RIM = 80.46 CB U I IE 8 PVC W = 74.21 CB RIM = 80.40 I U IE 8"CONC S = 74.56 O'7C RIM = 75.05 IE 8" DI E = 78.85 o UtH I �E6"PVCN= 72.05 ,^ro IE 6" PVC S = 71.50 U IE 6" PVC W = 71.45 CB (SOLID LID) C/) U I „O moo,• 0 20 40 60 RIM = 81.06 I ^� IE 12" CONC N = 78.06 IE 12" CONC S = 78.16 0 I NO P IE8"DI W= 78.76 I cn SEE SHEET 4 ', 1 U ASPH v I v �I U +82.7o I IRR 82.97 +83.17 N S9, 3 I) a +82.78 3j>7 ,79• I 3 3-4" RISERS (N) d 83.00 3" RISER (N) I 3-2" RISERS (N +19 a ;2ON �� +83.08 I d CB RIM = 80.02 IE 8" DI NW = a 78.72 +83.06 I ,' 82.99 LT 83.18+ GOAL POST GRASS co *CON 8' OD FENCE \ +83.19 24 w 7 \ +83.33 = U) OR HOLE B-2 M +82.75 +82.85 -0 M w w �z. \ \ \ +83.28 \ +83.34 SEE SHEET 4 W U � U � W ZLLI Qo a Q V)Z LL- Q O W Er U) :2 0 LLJ m LLI U QW > N°' Q Z0L0 :2< O LL-Z �O 0-Jo =�Z WQ UZ� LLJ U LL a > )-wZ Wcnv p:�ofU 0 of I'IWIlI =WOf w0W �a-U (J _rro LLi N 0- 0 0 J G1 0 L m E -0 O O � � O V m N w a a 0 q N BC E � N 3 oLn-i M 3 � � 1 W L� LLJ LL- O U) 0 U z Q U 0 D=> z Z 0 Li 0:� CL� N w LLJ 0 Q 0 a 0 a- N 0 C) LLI U) SCALE: 1 " = 20� JOB: 81700035 DATE: 9/28/17 SHEET 3 OF 6 RESUB Mar 25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TOPOGRAPHIC SURVEY IN SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. SEE SHEET 3 TPN 00434202200100 N 88'45'09" W SEE SHEET 3 CB RIM = 75.06 IE 6" PVC N = 71.96 IE6"PVC S= 72.16 D SD A +83.16 \ SDMH RIM = 82.48 IE 12" CONC N = 79.33 IE 8" CONC E = 79.38 IE 12" CONC S = 79.38 GRASS +83.09 SD SD - P P- SD SD - P P P- RIM = 83.86 -L I U U yF �, IE 6" PVC N = 81.96 (� SSMH I ASPH v A -' �\� ` GRASS GRASS I IE 4" HDPE NE = 82.06 GRAND STANDS L u RIM 83.95 F` �` - CHAIN LINK FENCE GRASS Q IE 6 CONC E 81.96 L u IE 8" CONC N = 76.45 - -w W 7C I PIE 6" CONC S = 81.86 IE 8" CONC E = 76.55 - - - - _ _ _ _ _ _ _ X X _ ' max - � HAIL N LINXKFE-NCE J'G ----- --- LS = P --- I g4 P S ASSS Q& 84 ----- ----- - CB o 3 -8/S SS SS SS SS SS SS SS SS ¢ SD SD SD SD SD S ----------- - ------------------------ RIM = 83.94 0 G VEL O-------_ - SS ASPH SS SS ASS SS SS SS --- ------ 6" DI N = 82.34 �� C TC TC TC GRAVEL GRAVEL - - - - - IE 4" HDPE NE = 82.44 P II - - - - - TC-TC- --r TC TC TC TC TC Tr' TC TG --TI SDMH--,� RIM = 87.82 IE 12" CONC N = 84.22 M IE 12" CONC E = 84.32 IE 12" CONC S = 84.17 BELL STOP/CROSS TRAFFI C -r- DOES NOT STOP BOARD FENCE / GCB RIM = 84.21 IE 12" CMP E = 82.46 IE6"PVCS= 82.56 IE 2" PVC WITH STANDPIPE N = 82.54 IE TOP OF STANDPIPE = 84.01 0111'CONC III CONC STOP/CROSS TRAFFIC - - - DOES NOT STOP I o = C8 ASPH C o RIM = 87.34 I U co IE 6" PVC W = 86.24 D SD Sp SD SD SD SD SD p Q I QI O I U) BELL. O I o CB I U I RIM = 87.35 F- = IE 6" PVC N = 85.95 M IE 2" PVC SE = 86.40 CB - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RIM = 87.62 ASPH 86, - - - - IE 6" PVC NE = 86.40 F- �P 4" PVC RISER (N) I W Q U U � LL-i ZWLd Qo ~ a Q �z -� _U LL Q O W O L LJ Ld > U Qw N� F-Q Zp� :2< O �Z F-O 0-Jo =�Z WQ UZH LLJ U ILL. 0 a > )-wz WInU LLI m:2 WO ��U w0� = a_Of w0w � a- W - -ry0 LL N 0- 0 0 J v L 3 L m �' Eo 0 � o u 0) N w �p< I� a 0 N BC N N 3 o Ln M 3 1 W LLJ Li I LL- O U) 0 U z Q U 0 DLi z Z 0 Q:� � � N w W < < O Q 0 Q O n N O C-) U SCALE: 1 " = 20' JOB: 81700035 DATE: 9/28/17 ASH EET 4 OF 6 RESUB Mar 25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT YARD DRAIN RIM = 77.22 L11 '-----n- W T U) _ w -78 w ' I 9 /� I I ASPH — SD S SS SS SS ASPH CB RIM IE6"CMP N IE 12" CMP E IE 15" CMP W SD \ SD + 79.48 M Lotf RIM Lu IE w = 79.56 8" CONC NW = 76.91 U) - SD SD SD I I Lu Lu —w w w w w w— CHAIN LINK FENCE , ;::w ,'� �+ :• .a 4:!r•,. �,:: '•':•.• 4: s�� .. .. �.%'per' .,. .�•:: Via. •. .i'• A; :• .�,.. .. , / H,gIN uNK F ENCE —X—X—X—CX—X JX YARD DRAIN RIM = 78.71 IE r24" HDPE W = 76.60 TPN 00434210000000 CITY OF EDMONDS TOPOGRAPHIC SURVEY IN SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, BASEBALL FIELD +84.42 I I 30' I I SEE SHEET 6 SEE SHEET W.M. I O�� I off`/ I /O I o /ff O\-\ I off` RETAINING WALL o, m IRISMH M = 88.56 8" CONC W = 79.06 'b IE 8" CONC N = 80.26 BOULDER RETAINING WALL RETAINING WALL SSMH RIM = 87.56 IE 8" CONC N = 79.06 IE 8" CONC S = 79.11 IE 8" CONC E = 80.01 RIM = 87.10 U IE 12" CONC S = 83.82 PRAG UE CB RIM = 86.65 IE 12" CONIC N = 6 IE 12" CONC S = 6 AGUE ST/ 7TH AVE w Q U � U � LLJ Q Zw Qo ~ a Q �z —m _U LL- Q o w u):2 o L1J F-- m m > U a w � V) �Q Zp� �Z :2< O �z �O <Jo =-jZ WQ UZH LIJ U LL o a > MIZz m�LLI WV)U Lu w � U Wow cr0 of wow =W� Ld Lj �WU —rye LLi V) 0- 0 0 J G1 L 3 L m �' Eo 0 � o u 0) N 0 0 < I� a N BC 1714 N N o Ln M 3 W � L� LLj Li I LL- O U) 0 1-- U z C/) Q U 5Li z Z 0 r N LLJ LLJ LL- Q 0 Q O a- N O � Ld U) I SCALE: 1 " = 20' JOB: 81700035 DATE: 9/28/17 SHEET 5 OF 6 J RESUB Mar 25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT - - - , . 11 .1 i. n -n- -W W 82 ------- cM F- W W 2 U) W U) 83.03 -P P TOPOGRAPHIC SURVEY SECTION 24, TOWNSHIP SEE SHEET 5 -w w w w w w w w V Mn„ .,--.-.._.. LP P P P P P P I -`LT P p w--RRw w w w w w P w P w P+ 83. 4 p P P \ $ +83.31 IRR TPN 00434210000000 +83.27 CITY OF EDMONDS +83.58 FOOTBALL FIELD EDMONDS SD SD SD P LT`LP P- TPN 00434209900100 CITY OF EDMONDS S 88'43'36" E 599.842' SD-S SD - +83.55 -P P P P RIM = 85.37 IE 6" CONC S = 83.62 w IE 6" CONC W = 83.62 Lu U) - SD ----- S-------Sp --- II Lw SS SS ASPH S SS U) -TC l`C-----TC----- TG T •, 6' GAP I ASPH i4' BOARD FENCE GRASS I I W W w- LP -P P P LT +83.71 +83.77 CB RIM = 82.94 IE 6" PVC E = 81.44 IE 6" PVC N = 81.39 GRASS SD SD SD SD SD SD GRASSp SD-7SD +83.52 P P P T- Pp o It fi__ UI N = tf5.54 IE 8" DI E = 85.64 AIL IE 8" DI S = 85.69 IE 3" PVC S = 86.39 CB RIM = 87.41 IE 8" DI W = 85.91 RIM = 8 7.6 7 IE 6" PVC E = 85.57 IE 6" PVC S = 86.32 IE 8" DI N = 85.47 RIM = 87.50 IE 6" PVC W = 85.95 IN 27 NORTH, RANGE 3 EAST, W.M. SEE SHEET 5 RIM = 83.38 OVC N = 82.58 PVC W = 82.18 I r--- 30' I CB (SOLID LID) RIM = 84.67 IE 12" CONC N = 81.62 _ IE 12" CONC S = 81.67 D IE8"PVCE= 82.02 SDMH RIM = 84.60 IE WATER LEVEL = 82.10 NO PIPES VISIBLE I --I--CB I RIM = 83.83 - + IE 6" DI NE = 82.98 CONCRETE BLOCK RETAINING WALLCB RIM = 84.41 IE WATER LEVEL = 82.11 NO PIPES VISIBLE SSMH RIM = 85.81 IE 8" CONC N = 79.96 IE 8" CONC S = 80.01 IE 12" Cl E = 80.21 ASPH CB (SOLID LID) EDMONDS ��IE RIM = 84.83 WATER LEVEL = 82.03 NO PIPES VISIBLE CB RIM = 84.53 IE 8" CONC E = 81.83 IE 12" CONC S = 81.63 i OH OH \"-EDMONDS ST I i8 MAILBOXES CB (TYPE II) RIM = 86.98 IE 12" CONC N = 81.48 IE6"PVCS= 82.08 NO OTHER PIPES VISIBLE CB RIM = 86.58 IE 6" DI N = 85.73 --BORING HOLE B-4 I SSMH RIM = 89.68 IE 8" CONC N = 81.38 I IE8"CONIC S= 81.48 I MAILBOXES w Q U � U � LL i Z w Qo Ld a Q �Z -m _U L_L Q O w o LIJ m m Ld > U QL`I � N� F-Q ZpL0 �Q� O LL-Z �O 0-Jo =�Z wQ UZ� LIJ U 1.- L.L: a > )-wZ wcnv mwO �ofU w� 0 _a� wow �a-U w - -r� LLi V) 0- 0 0 J G1 L 3 L m E `0 o O � O V 0) N w �< a 0o q3: NBC N N 3 o Ln M 3 1 \W LLJ LL- 0 U) 0 U z Q U 0 5� z C� Z 0 Li Q:� n-, � � N w W < < O Q Q O a- N O C-) LLJ U / /SCALE: 1" = 20' JOB: 81700035 DATE: 9/28/17 SHEET 6 OF 6 RESUB Mar 25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LEGEND (EXISTING) CIVIL ABBREVIATIONS FOUND MONUMENT 0 DIAMETER BORING HOLE ARV AIR RELEASE VALVE P POWER VAULT ATB ASPHALT TREATED BASE POWER TRANSFORMER AVE AVENUE El POWER METER POWER POLE BC BOTTOM OF CURB 0— SERVICE POLE BS BOTTOM OF STAIRS SV LIGHT POLE BSW BOTTOM OF SWALE ALIGHT STANDARD BW BOTTOM OF WALL LP CB CATCH BASIN 0STADIUM LIGHT POLE 0 LT LIGHT JUNCTION Box i CENTERLINE 0 J JUNCTION BOX CLR CLEARANCE ANCHOR COE CITY OF EDMONDS T TELECOMMUNICATIONS VAULT CONIC CONCRETE T TELECOMMUNICATIONS MAN HOLE DCVA DOUBLE CHECK VALVE ASSEMBLY OT TELECOMMUNICATIONS PEDESTAL DET DETAIL W WA TER HYDRANT VE DI DUCTILE IRON '0HDRANT ❑W WATER METER E EAST WATER SPIGOT ELEV ELEVATION ►��RR IRRIGATION VALVE EX EXISTING — FIRE DEPARTMENT CONNECTION FFE FINISHED FLOOR ELEVATION O DRINKING FOUNTAIN El GAS METER FCMH FLOW CONTROL MANHOLE >< GAS VALVE GW GROUNDWATER O SANITARY SEWER MAN HOLE H HORIZONTAL S NSANITARY SEWER CLEAN OUT HMA HOT MIX ASPHALT CO HP HIGH POINT O D STORM DRAIN MANHOLE HORZ HORIZONTAL CATCH BASIN •CO STORM DRAIN CLEAN OUT IE INVERT ELEVATION o BOLLARD LF LINEAR FEET 171 SIGN LP LOW POINT 0 BASKETBALL HOOP MAX MAXIMUM MAILBOX MIN MINIMUM HANDICAP PARKING N NORTH SPECIES CONIFER TREE NTS NOT TO SCALE *SPECIES SPECIES DECIDUOUS POC POINT OF CONNECTION SIZE PVC POLYVINYL CHLORIDE � BusH RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY HEDGE RPM RAISED PAVEMENT MARKER GRA VEL LANDSCAPE S SOUTH x x x FENCE SD STORM DRAIN FACE OF CURB RETAINING WALL SDCB STORM DRAIN CATCH BASIN CONCRETE SDCO STORM DRAIN CLEANOUT EDGE OF PAVEMENT BUILDING SDMH STORM DRAIN MANHOLE OVERHANG SS SANITARY SEWER SD STORM SSCO SANITARY SEWER CLEANOUT SS SS SANITARY SEWER WOOD STD STANDARD Tc TC TELECOMMUNICATIONS SWPP STORMWATER POLLUTION PREVENTION —OH—OH— OVER HEAT UTILITY TBW TOP BACK OF WALL P P UNDERGROUND POWER G G GAS TIC TOP OF CURB w w WATER TESC TEMPORARY EROSION AND SEDIMENT CONTROL — — MONUMENT LINE RIGHT OF WAY TS TOP OF STAIRS CONCRETE HATCH TSW TOP OF SWALE e' TW TOP OF WALL BUILDING HATCH TYP TYPICAL NO —SLIP HATCH V VERTICAL W WEST WM WATER METER WSDOT WASHINGTON DEPARTMENT OF TRANSPORTATION BASIS OF MERIDIAN: WASHINGTON STATE PLANE COORDINATE, NAD 83/91 NORTH ZONE 4601 VERTICAL DATUM: ff.lwp :: CIVIL SHEET INDEX SHEET NO. SHEET TITLE C000 CIVIL COVER SHEET C001 CITY OF EDMONDS NOTES C100 SWPP & MASS EXCAVATION PLAN C110 SWPP DETAILS C111 CITY OF EDMONDS SWPP DETAILS C120 MASS EXCAVATION SECTIONS C121 HAUL ROUTE PLAN C200 UTILITY DEMOLITION PLAN C300 OVERALL STORM DRAINAGE & UTILITY PLAN C301 STORM DRAINAGE & UTILITY PLAN - NW C302 STORM DRAINAGE & UTILITY PLAN - NE C303 STORM DRAINAGE & UTILITY PLAN - SW C304 STORM DRAINAGE & UTILITY PLAN - SE C305 STORM DRAINAGE & UTILITY ENLARGEMENTS C306 ADD ALTERNATE STORM DRAINAGE & UTILITY ENLAGEMENTS C310 STORM DRAINAGE & UTILITY DETAILS C311 STORM DRAINAGE & UTILITY DETAILS C312 STORM DRAINAGE & UTILITY DETAILS C313 CITY OF EDMONDS STORM DRAINAGE & UTILITY DETAILS C314 CITY OF EDMONDS STORM DRAINAGE & UTILITY DETAILS C315 CITY OF EDMONDS STORM DRAINAGE & UTILITY DETAILS C316 CITY OF EDMONDS STORM DRAINAGE & UTILITY DETAILS C317 CITY OF EDMONDS STORM DRAINAGE & UTILITY DETAILS C318 CONTECH STANDARD DETAILS C320 STORM DRAINAGE PROFILES C321 STORM DRAINAGE PROFILES C322 STORM DRAINAGE PROFILES C323 STORM DRAINAGE PROFILES C324 STORM DRAINAGE PROFILES C325 STORM DRAINAGE PROFILES C326 UTILITY PROFILES C330 STORM DRAINAGE DETENTION SECTIONS C331 STORM DRAINAGE DETENTION SECTIONS C332 STORM DRAINAGE DETENTION SECTIONS C340 FOUNDATION DRAINAGE PLAN C400 OVERALL GRADING PLAN C401 GRADING PLAN - NW C402 GRADING PLAN - NE C403 GRADING PLAN - SW C404 GRADING PLAN - SE C405 GRADING ENLARGEMENTS C406 GRADING ENLARGEMENTS C407 GRADING ENLARGEMENTS C408 ADD ALTERNATE GRADING ENLARGEMENTS APPLIES WITH APPLICABLE CITY STORMWATER CODE 4/07/2021 APPROVAL OF THIS PROJECT UNDER BLD2019-1590 IS BASED UPON PROMISED MITIGATION, UNDER SEPERATE PERMIT, UPSTREAM OF THE PROJECT SITE WIHTIN THE SAME BASIN; SEE APPROVED DRAINAGE REPORT FOR MORE INFORMATION. Call 811 • a two business days before you dig APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: CITY ENGINEERING DIVISION <�7c. 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: DR` , PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: CIVIL COVER SHEET alffo B 21 CITY OF EDMONDS DEPARTMENT CITY OF EDMONDS GENERAL NOTES (MODIFIED*) 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: - CURRENT INTERNATIONAL BUILDING CODE (IBC) - 2020 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION)* 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE. 3. A COPY OF THE CITY APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS.* 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL ASBUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. NOT USED.* 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH IMPORTED FILL MATERIAL PER GEOTECHNICAL REPORT.* 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 16. NOT USED.* 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM. 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE CITY.* 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 27. NOT USED.* 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL AND THE CITY.* 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE ETHAFOAM OR CITY APPROVED EQUAL AS A CUSHION BETWEEN THE UTILITIES.* 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. CITY OF EDMONDS CONSTRUCTION SEQUENCE NOTES 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220, EXT. 1326. TWO WORKING DAY (48 HR) NOTICE IS REQUIRED. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 3. CALL FOR UTILITY LOCATES. 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 6. DEMOLISH EXISTING STRUCTURES. 7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 8. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW) 9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 13. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 14. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. Call 811 • a two business days before you dig APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION <oC. 18yv CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: DR` , PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: CITY OF EDMONDS NOTES UB 0D,212021 CITY OF EDMONDS DEPARTMENT v LUNG V L IE 8" CONC S = 7Z19 SPH DALEY ST I 30, 30 _ _ . _ _ . _ _ . - - _ - - _ - - _ - - _ - - _ - - _ _ _ . . _ I I z C/)� U CONSTRUCTION STORMWATER `/) DISCHARGE LOCATION AND I I o I COMPLIANCE SAMPLING POINT YARD DRAIN \ Z rn a urc.wry RIM = 75.87 I Chi Pvc I• rc TOP OF LAYBACK SLOPE. IRIYMAR-D OR IN na I I RIM = 75.15 YARD DRAIN O ASPH IE 3" PVC W = 75.75 YARD DRAIN SEE MASS EXCAVATION NOTE 3. RIM = VC S FILTER FABRIC FENCE �, I RIM = 75.89 YARD DRAIN IE 3" PVC S = 78.07 I BORING OLE B-7 E 3" PVC E = 75.19 IE RIM = 78.71 \ " PVC W = 75.19 IE 3" PVC S = 78.01 YARD DRAIN (TYP) RIM = VC S FIELD LOCATE (TYP) I7' Cf)I I IE 3' PVC S = 77.99 32 RI �7.31 ' GB TEMPORARY CHAINLI RIM = 88.32 Q CB 6' CHAIN LINK FENCE RIM = 82.57 IE 24" CMP N = 83.12 ;E ,5 P E = 66 _ BOTTOM OF LAYBACK SLOPE. W r IE 12" CMP 9 I Z IE 6' VC N - 8 2 IE 6" PVC W = 83.32 i� 30' - O I � IE 1 HDPE W ( /1 CB (SOLID LID) RI MH IE TO 6' I .63 = = 76. _ _ - " N S TR U CTI _ Dfip'. N RIM = 74.49 C/) b U RIM 74.81 ' SEE MASS EXCAVATION NOTE 3. ' , `gry6,//pq�� _ 2333, I 30 IE 12' CONC N = 71.29 V .�ASPF� F-- Z IE 1 CONC N = 66. I ASPH ASPI = - _ \ 1 -1 FIELD 6"• 1t; � IE 6- PVC E = 77.34 _ _ _ + u IE 8 CONC E=6 - I C0 77 80 LEYASPH 79 o I CONC CONC CONC PH ASPH p IE 12" CONC E = 72.39 I O TYP Z 1/ IE 12" CONC S = 71.34 ASPIf - - - - - - - - - - - - / 80 CONC 7 85 ,CONCRETE RETAINING WALL - - -I Ix� - S D OH o /�. n _'1 P OF C AS S � cc^SPH S y3 4 ASPH O .o OH OH ANS MER a @tis S SSm SP Z 2" PVC RISER(S) RIM = 77.42 c - _ S 1 SO SSMH " PVC W = 75. 12 CB (n YARD " PVC W = 72.62 GRASS • < • < • < � RIM = 88.56 1PF 11,1 RIM 80.63 RIM = RIM 79.46 <�12'P7C IM T CB FULL 0 RIS I CMP N = 72.67 < • < • < TO E IE 8" CONC W = 79.26 x GRASS IE 6" CMP N - 75.71 SSMH IE 2" VC N = 78.93 GRAVf'L I • < ' < SV fa RIM = 74.59 CB RIM = 79.60 ' < II IE 8" CONC N = 80.26 IE 6" CONC I = 72.74 2 RIM = 76.66 IE 12" CMP E 73.81 IE 8" CONC W = 73.00 IE 12 HDPE E = 7703 2" PVCI RISER (S) o - 6.17 IE 8" PVC W = 73.66 IE 15" CMP W 73.96 GRASS IE 12" CMP W = 75.33 GRASS IE 8" PVC E = 72.84 I c� IE 8" CONC E = 73.10 I I TRANSFORMER (S) 2 4-23'PVCCR RISERS (S) BOULDER RETAINING WALL C N = 73.3 IE 4' PVC S = 74. GRASS o ° C E = 73.1 X n IE 8' PVC S = 73. C S = 73.2 CB RIM = 77.00 TEMPORARY GRAVITY IE 8" PVC N = 74. U) IE4"PVC N= 75. n IE 8" PVC SE = 74. 0 GRASS DISCHARGE PIPE IE 4" PVC S = 75.10 3 _ x E�eMG5 55 GALLON DRUM WITH PUMP GRASS CONSTRUCTION GATE. Cn ASPH FIELD LOCATE TYP Z I NNIS COU \� ( ) I GRASS TPN FIELq LOCATE. "' CITY O 1010 ON IX � SD � CITY OF EDMONDS CB n 00 00 00 00 00 00 00 00 30' Y Rfl IN I O RIM = 79.36 m Op OOpQOOpQOOpQOOpQOOpQOOpQOOpQO O PORTABLE SEDIMENT TANKS) PEN 75. 4 74.54 - .,9 X 2a FULL OF DIRT o�oo�000�000�ooOo�° 10' • = I C • = A GRASS FIELD LOCATE I Q IE 4" P N = 75.3 BORING HOLE /(2 2 x ONC E = 7 .14 o IE 6" PVC = 75 9 m U D D IN IE 6" PVC 7 .09 i" PVC RISER (N) - CO o r - U) BOULDER RETAINING WALL SS &" CONCRETE LID ASPH _ O SSMH (� = RIM = 8756 a" CI 1A/ Cn 6^ V IE 8" CONC N = 79.06 M 1J1/ YY 11,1 S D N �y V V "MOWN CON ROL BOX �y O E 8" CONC S = 79.77 ASP "DERGROUND C� IE 8' CONC E = 80.01 �\ CB DMH �AGUI A - a� 3.45 CD,�:S GRASS TEMPORARY INTERCEPTOR RIM = 87.10 0.65 GRASS \ •l>\ �� RAN /y�_E S IE 12" CONC S = 83.82 A4NAC GE ILE ENCASED .55 TC T TC �, - - ---emEeK-BAM- SPH STONE BENC so , FIELD LOCATE (TYP) FIELD LOCATE (TYP) U CONC • TRANSFORMER (N) N' _ GRASS GRAS' 2" PVC RISER S) CB RIM = 86.65 T FLAG OLE 6' - - _ - - �- 6 IE 12" CONC N = 83.10 CAP I MA BO NG HOLE #6 / CB IE 12' CONC S = 53.10 RIM 75.44 I -+- ESCAPE � � / RIM = 84.77 W IE 6" DI N = 7<. 00 - - - - - - E 6" PVC S = 82.27 ASPH W U (n ' - _ \ SPRAGUE ST/ 77H AVE ASPH BRICK Z CB CB H OH CONCRETE STATU ASPH RIM = 79.45 RIM = 79.56 E ^ LSCAPE I' I IE 6" PVC STAND PIPE NW = 7 . IE 8" CONC NW = 76.91 GLASS FRAMED (ARTWORK Yy W ASPH IE 24IE P HDPEOF TE = 76.35 AND PIPE 7820 / / SAND \ C (�) coi MEMORIAL PLAQUE IF 4" HDPE S = 76.45 1 80.6 . . . < , . , < l • < <� • , • < , , , < , < Q NI W BORING HOLE SD SD SD IF 24" � • � � CBI= 75. I2 ' ASPH I )) ASPH �9 TPN o RIM = 68.72 I V ' IN 1 K FENC 00434210000000 " (� IE 12" PVC NW = 68.72 Q ih CB ASPH CONC CHAIN K FENC CITY OF EDMONDS a IE 6" PVC 1 = 71.62 I % RIM = 78.10 ASPH IE 12" HDPE SE = 69.02 II FULL OF GRAVEL \ I I 5I :aNDP IC PAR GRASS CO � 3PI1 . ` • < • < GRASS \ CB A - 12' CHAIN LINK FENCE PRESSURIZED DISCHARGE • < RIM = 17726 G I B II IE 8" PVC NW = 75.61 SSMH \ 1 O j- G V OO`'1 P E V � ( TYP) CONC BASEBALL FIELD SAND RIM = 73.51 ASPH GRASS I 2 IE 8" PVC SE = 60.711 / T THIS AREA NOT SKATE PARK RULES IE 8" PVC S = 60.86 IE 8" PVC W = 60.61 I, 30' Q / g1 I I GRAVEL IR R C IN LINK NCE CH LINK CE I („ IN LIMIT OF WORK - ( Cn GRASS Y1' ---- CB _ /.n ASPH 2 RIM = 83.38 N 88'43'45" W ` Vv �" 82 1/1/ Cj1 20 D IE 6" PVC N = 82.58 W C8 (TYPE IQ / W _ __ V" - - ASPH \ GRASS -W W 8q 3 0 30' RIM = 74.90 VV IE 6" PVC W - 82. 18 ' IE 12" PVC NW = 69.35 ASPH o� = g3 �599.86= N 8843 4- - IE 10" PVC E = 69.55 U ( 1 H �� -1/� IRR � ASPH /IE 12" PVC S = 69.10 FINISHED FLOOR = 75.82 N 88'43'45" W I CB (SOLID LID) Cn �0 �00 QOO�QOO�"( /00� OO�QO �QO O 70 Q RIM 80.52 599.861' 0 RIM = 84.67 SSMH I Co 0° 0° ° 0° 0° ° 0 ° 0° ° ° 0° ° 0° OH �Cn - W Q�Q��Q��Q�Q IE VC N = 78.42 RIM = 79.86 C 7O �J +n IE 12" GONG N = 81.62 IE 4 PVC S = 79.42 ER 0 IE 12' CONC S = 81.67 IE 8" CONC NW = 73,56 I 0 O nOO 000�000 0 O OOO�OOO�OOO�OOO�nn LP LP CC(n� �) I IE 8" PVC E = 82.02 0 Qo 0 "O Q 0 Qo O o 0 Qo O Q 0 Qo 0 Qo O Q '�D Bd1YCDER SE 10 " CONC S = 73.61 / a )9'yI / 0 O 0 0 0 0 �QQ �QQ QO n LT P P R YA/ A/ A' p P p QLY TLP LP - SD ANDSCAPE If °4. 8\ / ¢ \ o0 \� \ L�JJ CCJJ �CJ� / r RIM = 82.20 YV YV YV g3 IRR W f W W In/ - RR END OF LOCA 'VC N = 68.4 I 1 IE 4" PVC N = 81.60 B ARROW TOWARDS STREET ASPH 'VC E = 68.46 S / 0 ASPH IE 6" PVC E 44 YARD DRAIN IE WATER LEVEL = 82.10 ONST U ATE• - - I RIM 84 SDMH ,VC S = 68.46 / I NO PARKING 7 IE 6" DI S_= 3.68_ 'VC NW = 68.51 SDMH CONC ' RIM = SDMH ^ ASPH // F p 0 AT�. 39 RIM = 83.12 A� RIM = 84.60 16 LJ I GRASS GRASS LL OF DEBRIS ' ` NO PIPES VISIBLE IE 12" CONC N = 77.46 N i IE 8" CONC SE = 7Z66 / o-P / \ / GRASS ID CB IE 12" CONC S = 77.51 S V 7 w RIM = 83.83 \ , BOULDER - IE 6" DI NE = 82.98 e0 > • \ , LANDSCAPEBORDER ASPH PETANQUE FABRIC FENCE/ < �< • . .< < • ' .< < --- I^ I VITY 4LIVVUVVVI. \ vl � G coNc S Q CITY OF EDMOND' ASPH I UNKNOWN I ; / LD L TE (TYP) VAULT B•Q �00 83 � NO PARK G S RR pGRASS ASPH U S -4. RAFERS P RISE (N) FOOTBALL FIELD C 3-2'1 CIRS A S's a C/)ASPH ASPH 3 9 v CB - - - - - - - 0" U RIM = 80.02 10"CI POLI E VEHICL S ONL (/� n� ASPH DE0 7-� IE 8" DI NW = 78.72 - - n CONCRETE BLOCK DO NOT ENTER/ n n Ss I \ 93j. 84 LT GOAL POST-1�- m RETAINING WALLRCe I ASPH 0 1 . gB' GRASS GRASS BORING HOLE #3 GOAL POST RIM = 84. 41 ASPH IE WATER LEVEL = 82.11 gON 8' OD NCE I Cn _ NO PIPES VISIBLE N P = NO PA ING S 24^ 1+00 83 SSMH 1+50 Y+00 RIM = 85.81 CONC I S S c� �� _ 00 3+50 IF 8" CONC N = 0..01 ,(� S 8*4 00 S 4+50 IE 8" CONE S = .21 CB 7 RIM = 80.40 �J N 88'4 ' W �_ �� SPH - (SOLID LID) 5+50 6+00 IE 12" CIE = 80.21 6+ 0 7 C RIM = 75.05 IE 8" DIE = 78.85 0 �E 6' PVC N = 72.05 I ING HOLE B-2 SSMH 1 DO+76 R SSMH 8-99P E ASPH S NO PIPES NSIBLE IE 6" PVC S = 71.50 - RIM IE WATER LEVEL = 82.03 RIM = 82. 71 CB IE 8' PVC OUT(E) = 74.73 D6+97 .$:0 " RIM = 84.53 IE 6' PVC W = 71.45 CB (SOLID LID) RIM = 85.90 `n/ 1n/ RIM = 81.06 IE 8' PVC OUT(W) = 74.63 n 'I IE 8' PVC IN(E) = 78.24 n VV VV IE 8" CONC E = 81.83 IE 12 CON N = 78.16 I -�_ -C IE 8" PVC IN(N) = 78.24 TRANSFORMER (NI S O OI--I IE 12" CONC S = 81.63 IE 12" " DI S = 78.76 NO PARKING - _ _ _ _ _ IE 8" DI W = 78.76 I ' _ IE 8' CONC IN(S) = 80.25 CONSTR CTION GA - _ - GRASS E 8' PVC OUT(N) - - - E c� � � I ma, � I EDMONDS ST li 3 0 GB �� FIELD L TE. RIM = 83.65 RIM = 75.06 0 IE 6" PVC N = 71.96 IE 104 CONC E = Z05 cWi IE 6" PVC S = 72.16 o z� PETANQUE CURL SIGN IE 4" PVC S = 81.70 W 8 MAILBOXES IE 10" CONC W = 81 84 Y C RIM = 86.98 �I D S D S 0 0 og�� A S D RASS D < D D < S D < S C1 < <GRA 6q < < 2 �30' 30 I EB 12" CONIC N = 81.48 p_ J S D D S D S D S D D I IE 6" PVC S= 82.08 SDMH ASPH Qp O OO OO�v00 � LT LP � NO OTHER PIPES VISIBLE RIM = 62.46 U �� Y„ I L D IE 12" CONC N = 79.33 Q - - LP �LP 84CB M = 86.58 IE 8" CONC E = 79.38 p000 OOp(70 Q 1' TALL PLASTIC ASPH IE 6" DI N = 85.73 IE 12' GONG S = 79.38 I QQ 8 `""OO g3 Q U) Q LANDSCAPE BORDER 85 Z <y U G ASS Cf Q i3 TPN BORING HOLE B-4 ' I I ARK ACTIVITIES SIGN YARD DRAIN YARD DRAIN U) RIM = 83.17 00434209900100 RIM = 83.34 YARD DRAIN Cn WOOD CHIPS GRASS IE 4" PVC N = 82.17 RIM " VC N (� CITY OF EDMONDS IE 4" PVC N = 82.34 SSMH IE 4" PVC N = 82.39 TEMPORARY CH � RIM = 89.68 SAND/GRAVEL GRASS GRASS Z PETANQU COURT SIG SAND/GRAVEL 84 Bg IE 8" CONC N = 87.38 v PETANQUE COURT SIGN GRASS 1 IE 8" CONC S = 81.48 CB //•N C WOOD CHIPS 06 I F Cy c� 0k IEI 41 VC N = 81.96 CB RIMZSSM 85.97 S NDS CB FIELD LOCATE (TYP X S SSMH ASPH O GRASS 3.86 GRASS IE 4 HDPE NE = 82.06 GRAND STANDS RIM = 85.37 IE 8" CONC E = 81.47 RIM = 86.89 (%) GRASS 2" PIPE/PLAY BAR / 0 o RIM = 83.95 O A 'CHAIN I K FENC GRASS IE 6 CONC E = 81.96 IE 6" CONC S = 83.62 IE 8" CONC W = 81.43 C1_ B IE 8" IE 8 CONO E = 84.69 85 1' TA PLASTIC v 7 �o, ASPH O �o IE 8" CONCRIM = 76.45 W ' C IN LIN NCE IE 6 CONC S = 81.56 IE 6" CONC W = 83.62 IE 8" 7 IE " DI S = 85.29 8' AIN LINKK, ENCE DEC 2 ' LANDSCA BORDER CNIC WOOD CHIPS /v / o IE 8" CONC E = 76.55 /� - - _ IE 8" DE 85.17 /\ r E 8' CH LINK 9 9� 84 P 84 IE 8 DI W = 84.69 86 MAILBOXES - ------ CB 4 88 RIM=83.94 T GR VEL -' -------__--- � _- IE 6" DI N = 82.34 GAVEL - - - - - - - - - - - - - SPH _ ASPH T^ G _ _ - _ _ _ - A 8 AS'PH _ IE 4" HOPE NE = 82.44 I I - _ I f , -�y-� - T �F17/JC CONC v. D FEN 80 P u 6' BOARD FENCE CONC ft - = 2" PVC RISER (S) PP gSPH AL _ R 2" GALV RISER (S) CB 5' BOARD FENCE G RIM = 87.89 �7 v� v�� CONCRETE BLOCK TRANSFORMER S RIM = 83.84 - - - ASPH c> FINISHED FLOOR = 8Z32` 0 �- I () CO PROPERTY LINE (TYP) RETAINING WALL = 94 \\\ IE 6" PVCN = 82.04 r IE 8" DIN = 85.54 -I 4' BOARD FENCE IE 8" DI E = 85.64 IE 2" HDPE S = 82.14 BB TRANSFORMER (S) � � AP IE 4" HDPE NW = BZ24 7 IE 8" DI S = 85.69 CONCRE RE A i 6� CH-1 � 3" PVC RISER (S) ASPH CB I IE 3" PVC S = 86.39 CB CONCRE ETAINING WALL 95 RIM = 84.21 RIM = 87.41 2" GAL RISER (S) IE 12" CMP E = 82.46 A (MATE LIMIT OF WORK (TYP) IE 8" DI W - 85.91 R = 87.6� GB I o IE 6" PVC = 85.57 RIM = 87.50 c> IE 6" PVC S = 82.56 IE 6" PVC S - 86.32 IE 6" PVC W = 85.95 (%) IE 2" PVC WITH STANDPIPE N = 82.54 IE 8" DI N I 30 I 30, - o /ASPH F-- o I STABILIZED CONSTRUCTIONTA"DPIPE=94.°' TEMPORARY SEDIMENT TRAP FOR IAPI ENTRANCE. FIELD LOCATE. (TYP) CATCH BASIN 86- FIELD LOCATE (TYP) HANDICAP PARKING O � O �y'IL`gL, I I I I 4" PVC RISER (S) ASPH 8) c` _ O I L� I SWPPP NOTES 1. INSTALL AND MAINTAIN ALL SWPP MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARDS, AND ALL OTHERS MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION. 2. MINIMUM VOLUME OF SEDIMENT TANK LIVE STORAGE ASSUMES ALL SOILS WITHIN EXCAVATION ARE EXPOSED. 3. PROVIDE CONSTRUCTION FENCING ON PRIVATE PROPERTY AS REQUIRED FOR SAFETY AND AS DIRECTED BY THE OWNER. CONSTRUCTION FENCING LIMITS SHOWN ARE SCHEMATIC IN NATURE. AS CONSTRUCTION PROGRESSES, UPDATE FENCING LIMITS TO MAINTAIN SITE SAFETY AND SECURITY WHILE ALLOWING FOR CONTINUOUS PEDESTRIAN AND VEHICULAR ACCESS AROUND THE SITE, TO THE MAXIMUM EXTENT PRACTICABLE. 4. STOCKPILE MATERIAL STORED ON SITE MUST BE COVERED AT ALL TIMES. MASS EXCAVATION NOTES 1. THE APPROXIMATE BOTTOM OF EXCAVATION ELEVATIONS SHOWN ARE TO THE BOTTOM OF GRAVEL DETENTION LAYERS. SEE C300 SERIES FOR BOTTOM OF GRAVEL ELEVATIONS. 2. THIS PLAN DOES NOT SHOW OVEREXCAVATION REQUIRED TO REMOVE UNSUITABLE SOILS. SEE THE PROJECT GEOTECHNICAL REPORT BY LANDAU ASSOCIATES DATED OCTOBER 30,2019 FOR ANTICIPATED OVEREXCAVATION REQUIREMENTS AND COORDINATE EXTENTS OF EXCAVATION WITH THE OWNER'S GEOTECHNICAL REPRESENTATIVE IN THE FIELD. 3. THE LAYBACK SHOWN FOR GRAVEL DETENTION LAYER EXCAVATIONS TO SURROUNDING GRADES ASSUME CUT SLOPES OF 2H:1 V OR FLATTER. 4. THIS PLAN DOES NOT SHOW EXCAVATION FOR FOOTINGS. SEE STRUCTURAL FOR FOOTING ELEVATIONS. 5. PER THE PROJECT GEOTECHNICAL REPORT PREPARED BY LANDAU AND DATED OCTOBER 30, 2019, THE GROUNDWATER ELEVATION IS ASSUMED TO BE 2 FEET BELOW EXISTING GRADE. 6. NOTIFY ENGINEER OF RECORD IF GROUNDWATER IS ENCOUNTERED AT AN ELEVATION HIGHER THAN INDICATED. LEGEND APPROXIMATE LIMIT OF WORK - - PROPERTY LINE TEMPORARY CHAINLINK CONSTRUCTION FENCE r5*�� c110 FILTER FABRIC FENCE C111 >... > TEMPORARY INTERCEPTOR DRAINAGE SWALE t 2 C110 -SD-SD-TEMPORARY GRAVITY DISCHARGE PIPE PRESSURIZED DISCHARGE PIPE TEMPORARY SEDIMENT TRAP FOR 6 CATCH BASIN C111 © 55 GALLON DRUM WITH PUMP 3 C110 GEOTEXTILE ENCASED CHECK DAM 4 C110 7 STABILIZED CONSTRUCTION ENTRANCE C111 PORTABLE SEDIMENT TANK -rn n M I I J Call 811 • two business days before you dig LAYBACK SLOPE NORTH 0 20 40 80 1 inch = 40 feet APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION 0 V m 0 z r <�7c. 1 gyv CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: DR`V , PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: SWPP & MASS EXCAVATION PLAN SUB r 25 2021 CITY OF EDMONDS DEPARTMENT TWISTED SELVAGE 8 MIN rnM Akin Mn-rTrunk NOTES: 1. CHAIN LINK FABRIC TO BE MINIMUM 11 GAUGE, GALVANIZED. NO RUSTED OR EXCESSIVELY MALFORMED FABRIC. 2. FENCE BASES SHALL BE OF SUFFICIENT WEIGHT AND/OR SPREAD TO ADEQUATELY SUPPORT EACH PANEL. 3. PANEL —TO —PANEL CONNECTIONS SHALL BE MADE AT A MINIMUM TWO LOCATIONS PER CONNECTION UNLESS OTHERWISE APPROVED. 4. INSTALL 11'-8" X 5'-6" MESH CONSTRUCTION SCRIM PER FENCE PANEL AND CONSTRUCTION WARNING SIGNAGE 50' ON CENTER. BACK OF — SWALE (TYP) FRONT APRON A REAR APRON STAPLES (TYP)- 3' MAX SPACING CHECK DAM BACK OF — SWALE (TYP) TEMPORARY CHAINLINK CONSTRUCTION FENCE FLOW Br PLAN VIEW DITCH (SEE NOTE 3) SECTION A —A NTS 6" OVERLAP (TYP) I& DIG TRENCH APPROXIMATELY 6" WIDE AND DEEP, STAPLE END OF GEOTEXTILE AND BACKFILL WITH NATIVE MATERIAL ORIENT THE SEWN EDGE OF THE CHECK DAM TOWARD THE UPSTREAM SIDE FLOW_ � /\/— CHECK DAM STAPLES (TYP) 8" MIN LENGTH SECTION B—B BACK OF DITCH (TYP) FRONT APRON REAR APRON ISOMETRIC VIEW NOTES: 1. GEOTEXTILE ENCASED CHECK DAMS SHALL MEET THE REQUIREMENTS OF THE 2020 WSDOT STANDARD SPECIFICATION 8-01.3(6) AND 9-14.5(4). 2. INSTALL THE SLOPED ENDS OF THE CHECK DAM A MINIMUM OF 3" HIGHER THAN THE TOP OF THE CHECK DAM IN THE CHANNEL TO ENSURE THAT WATER FLOWS OVER THE DAM AND NOT AROUND IT. 3. FLAT BOTTOM DITCH DESIGN SHOWN, CHECK DAM INSTALLATION DETAILS ARE SIMILAR FOR "V" BOTTOM DITCHES. 4. PERFORM MAINTENANCE IN ACCORDANCE WITH THE 2020 WSDOT STANDARD SPECIFICATION 8-01.3(15). LEVEL BOTTOM St SLOPE SLOPE ��77 �TOP DRUM SHALL BE 6" \ i\j�A MIN ABOVE GRADE PROVIDE SOLID 2 MIN 2H:1V MAX SLOPE RUNOFF WITH` COVER DISCHARGE SEDIMENT MAINTENANCE STANDARDS: 1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 2. IF THE FACILITIES DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE INCREASED. TEMPORARY INTERCEPTOR DRAINAGE SWALE NTS 2 C100 PROVIDE 6" MIN CLEAN \---55 GALLON DRUM WITH CRUSHED BASE COURSE \�/ Jo' \/�� 2" DIAMETER WEEP HOLES 0 X�� WRAP WITH FILTER �j 8� o / FABRIC FILTERED 0� — 0 �i WIRE TIES RUNOFF \% i i//�\� SUBMERSIBLE PUMP NOTE: PUMPS SHALL BE SUBMERSIBLE. SIZE PUMP AS REQUIRED TO ACCOMMODATE SITE CONDITIONS. 55 GALLON DRUM WITH PUMP GEOTEXTILE ENCASED CHECK DAM r 4 NTS �10 Call 811 • >. two business days before you dig NTS 3 C100 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: CITY ENGINEERING DIVISION <�7c. 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: DR` , PHASE ISSUE DATE: REVISIONS: SWPP DETAILS �2021 UB 11 r CITY OF EDMONDS DEPARTMENT 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL N NATIVE BACKFILL MATERIAL FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS -\ 11111 `WIRE MESH FENCE o i TO SUPPORT FILTER I FABRIC CV BURY BOTTOM OF FILTER N MATERIAL 8" TO 12" 6' MAX NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. `St. 18y" CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN FILTER FABRIC FENCE FILTRATION SYSTEMS APPROVED BY: R. ENGLISH FILTER FABRIC FENCE NTS REVISION DATE JANUARY 2018 STANDARD DETAIL ER-900 5 C100 CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN GRATE FILTER SOCK WITH OVER FLOW HOLES (TYP) CATCH BASIN NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS APPROVED BY: R. ENGLISH TEMPORARY SEDIMENT TRAP FOR CATCH BASINS NTS REVISION DATE JANUARY 2018 STANDARD DETAIL ER-902 6 C100 _LS A TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 *PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL. LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN STABILIZED CONSTRUCTION ENTRANCE APPROVED BY: R. ENGLISH STABILIZED CONSTRUCTION ENTRANCE Call 811 • a two business days before you dig NTS REVISION DATE JANUARY 2018 STANDARD D ETAI L ER-901 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: CITY ENGINEERING DIVISION 1 0 U T V m 0 z r <oC. 18yv CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: DR` , PHASE ISSUE DATE: REVISIONS: CITY OF EDMONDS SWPP DETAILS 15�UB 2021 CITY OF EDMONDS DEPARTMENT 100 90 80 70 60 50 100 90 80 70 60 50 100 90 80 70 60 50 ----_- -- -- .H:1 V AYBACK .................................................................................................................... LOPE (TYP) SECTION A SCALE: 1" = 20' (H), 10' (V) SECTION B SCALE: 1" = 20' (H), 10' (V) I/ A C100 2H:1 V LAYBACK .......... SLOPE (TYP 0 SECTION E SCALE: 1" = 20' (H), 10' (V) 100 100 90 90 80 80 70 70 60 60 50 50 100 100 90 90 80 80 70 70 60 60 50 50 E C100 2H1 V LAYBACK SLOPE (TYP) 100 90 80 70 60 50 EX GRADE SECTION C SCALE: 1" = 20' (H), 10' (V) SECTION D SCALE: 1" = 20' (H), 10' (V) D C100 NOTES C C100 1. REFER TO C100 FOR MASS EXCAVATION NOTES. Call 811 a two business days before you dig 100 90 80 70 60 50 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION 100 90 80 70 60 50 T T m 0 z r <nc. 1 gy„ CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: DR\V / PHASE: ISSUE DATE: REVISIONS: MASS EXCAVATION SECTIONS UB C1 202021 CITY OF EDMONDS DEPARTMENT LEGEND m m m m m m m HAUL ROUTE PUGET SOUND J d 4Z N N a a M '0 DAYTON ST MAPLE ST ALDER ST WALNUT ST HEMLOCK WAY 26TH ST SW ALOHA WAY ALOHA ST CAROL WAY PROJECT SITE GLEN ST z DALEY ST 00 SPRAGUE ST EDMONDS CIVIC CENTER PLAYFIELD EDMONDS ST z o 3 z z Q N LH Q 3 J � PINE RIDGE z BELL ST ¢ O PARK Q Q co r- 00 MAIN ST a O m CEDAR ST PINE ST SPRUCE ST N Q 220TH ST SW HAUL ROUTE. TYP 14TH ST SW IF 224TH ST SW 15TH ST SW SR 104 Q CD YOST PARK --WAN wA y W3 ¢ 0 z CV rn 217TH ST SW 3 Q 00 Go 3 3 3 3 Q Q Q Q 0 0000 0000 M 0000 m m m 00 3 ¢ 00 216TH ST SW 228TH ST SW • Call 811 • a two business days before you dig 3 Q 00 212TH ST SW 3 Q 224TH ST SW 220TH ST SW 3 Q O 00 NORTH (I 0 250 500 1000 1 inch = 500 feet —n 0 TI APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION m 0 z r <oC• 1 Sys CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 ". M.,r, d 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: DR`V , PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: HAUL ROUTE PLAN rfqSUB ar 15 2021 CITY OF EDMONDS DEPARTMENT v LUNG I �V L I I - L/ j-� IE 8" CONC N = 7Z 9 1 (/ IE 8" CONC S = 7Z19 CQ DALEY ST 30' SPH U - - - - - - - - - - I 30' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I z I UTILITY DEMOLITION NOTES � � 1. REFER TO LANDSCAPE DRAWINGS FOR TREE PROTECTION AND DEMOLITION OF SURFACE Cf)I IMPROVEMENTS. II I YARD DRAIN I I PRIM = 75.83 C/1 J 2. ALL UNDERGROUND UTILITIES AND ASSOCIATED UTILITY STRUCTURES WITHIN LIMIT OF WORK SHALL BE Q IE 3" VC W = 75..3 YARD DRAIN I \ IE 3" PVC E = 75.15 RIM - 76 W U I IE 3" PVC S = 75.7 YARD DRAIN 1U)I YARD DRAIN YARD DRAIN PROTECTED IN PLACE UNLESS NOTED OTHERWISE. a RIM = 75.85 RIM = 77.35 RIM 77.22 YARD DRAIN ASPH IE 3" PVC W = 75.15 Oy �? YARD DRAIN RIM = 78.71 YARD DRAIN RIM = 75.79 YARD DRAIN IE 3" PVC S = 78.01 RIM = 75.19 3. UNDERGROUND PIPING AND STRUCTURES TO BE DEMOLISHED SHALL BE REMOVED COMPLETELY FROM \ IE 3' PVC W = 75.09 - -- - - l RIM = 78.71 / BORING HOLE B-7 IE 3" PVC E = 75.19 IE 3" PVC E = 75.14 IE 3' PVC E = 78.06 YARD DRAIN I IE 3" PVC W = 75.19 IE 3" PVC S = 78.01 RIM = VC S YARD DRAIN IE 3" PVC S = 77.99 I THE GROUND UNLESS NOTED OTHERWISE. UTILITY STRUCTURES TO REMAIN SHALL HAVE THEIR RIMS RI (TYPE 31 RIM = VC W / Q I I RIM = 77.31 IE 3" PVC W = 75.13 T / CB RIM = 88.12 ° IE 6' CMP N = 75'66 IE 3" C E = 75. 3� 1 6' CHAIN LINK FENCE RIM = 82.67 IE 24" CMP N = 83.12 SET TO FINISHED GRADE. IE 15" CMP E = 72.66 I - I 78� - YARD DRAIN r IE 12" CMP W/ STAND PIPE S = 72.79 - - / I i Z IE 6" PVC N = 80.02 IE 6" PVC W = 83.32 (f) CB (SOLID LID) SSMH IE TOP 6" STAND PIPE = 75.63 = = 76 - _ / I I I I \ 6" PVC I W = 82.32 Q iM 85.22"--- 30'- IE IE 12' HDPE W = 79.87( /1 RIM = 74.49 U) U RIM = 74.81 I _ I I ASPH I Be IE 6" PVC E = 82.32 I (n N IE 12' CONC N = 71.29 .-ASP F-- IE 12" CONC N = 66.81 I ASPH ASPH 19 I = - _ I ASPH I y U) Z IE 8" CONC E = 68.56 I IE 12" CONC E = 72.39 0 77 8p I 79 � CONC ASPH IE6"PVC E=71.34___ 2 U _ GO - AS LEYASPH I \ CONC I I I ASP/ o 4. REFER TO ELECTRICAL FOR ELECTRICAL DEMOLITION SCOPE INCLUDING, BUT NOT LIMITED T0, LIGHT IE 12"CONC S=71.34 r"'� - YTL 77 78 I �D / 80 U CONC CONC 85 CONC � (f) CONCRETE RETAINING WALL POLE REMOVAL, POWER AND COMMUNICATION DEMOLITION, ELECTRICAL VAULT DEMOLITION, AND ASP 0 - - - - C ASP - L 84 - oNiOH OLoff OH G AP y17 e m DISCONNECT FROM POWER SOURCE. RISEis R(S) 0 SF= v^ 1 o So 0 2' PVC RISER (S) RIM = 77.42 SB9 4 NN '43'S7" - - - 88.5 5. REFER TO LANDSCAPE FOR IRRIGATION DEMOLITION SCOPE. IE 12" PVC W = 75.12 CB SSMH (n YARD GRAIN GRASS CB (TYPE II) RIM = 80.63 I I li RIM = 76.02 IE 6" PVC W = 72.62 RIM = CONC CB F L O E 12 CMP = 7 .67 RIM = 79.41 IE 12" PVC N = 75.43 TC-car-T x CB GRASS IE 6" CMP N = 73.81 SSMH IE 2" PVC N = 78.93 I GRAVEL I SV fa IE 8" CONC W = 79.06 RIM = 74.59 D/ RIM = 79.60 II IE 8" CONC N = 80.26 IE E CONC NW = 72.74 2 CB RIM = 76.66 IE 12" CMP E 73.81 IE 8" CONC W = 73.00 IE 12: HDPE E = 77.03 2" PVC RISER (S) IE 8" PVC E = 72.84 I RIM = 76.17 IE 8" PVC W = 74..76 IE 15" CMP W GRASS IE 8" CONC E = 73.10 GRASS IE 12" CMP W = 75.33 � � GRASS TRANSFORMER (S) = 6. DISPOSE OF EXCESS DEMOLITION MATERIAL OFF -SITE IN A SAFE AND LEGAL MANNER. IE 6 S = .2 ^ 4-23'PVC°R RISERS (S) 4" I BOULDER RETAINING WALL I 6" PV 73.3 IE 4" PVC S = 74.76 GRASS � o 8" P �- i x n IE 8" P 5= 73.76 ce U) 7C 0 IE 8" C 74.10 U) ASPH T ;E 8- PVC SE-'7490 7. ANY FEATURES INTENDED TO REMAIN THAT ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION Z IE 4" PVC S = 75.10 GRASS x E $ @VG S = 74.15 - ACTIVITIES SHALL BE FULLY REPAIRED IN KIND AT CONTRACTORS EXPENSE AS DIRECTED BY THE f ASPH 3 GRASS TPN GRASS � OWNER. I NNIS COO X 0 CITY00434210102100OON I m CITY OF EDMONDS RI30' 8. CONTRACTOR SHALL WALK THE SITE WITH THE OWNER OR OWNERS REPRESENTATIVE PRIOR TO RIM = 79.36 m k YARD DRAIN X 21 FULL OF DIRT 0 9 U) IM" GRASS RIM= PVC GRASS 10' �, CONSTRUCTION TO VERIFY THE APPROXIMATE LIMIT OF WORK AND EXISTING FEATURES UTILITIES AND SAWCUT LINE E 4" DP = 75. 4 E 8" PVC N = 74.54 4' PVC N = 75.34 Uo ASP %< 1 ' 6" POVCNC SSE 75.0914 GRASS BORING HOLE /{2 w STRUCTURES TO REMAIN. U YARD DRAIN IE 6' PVC S = 75.09 _ i" PVC RISER (N RIM = 76.25 - -[� - - - S IE 4" HDPE N = 75.60 U) BOULDER RETAINING WALL CO z - ,6'CONCRETELID - - _ _ ASPH") 9. PRIOR TO DEMOLITION ACTIVITIES, VERIFY THE DEPTH OF EXISTING UTILITIES TO REMAIN WITHIN THE ------- - SS � 77 NOT OPEN 1 n „a" CI 1A/ Cn 6" PVC S R (N) I I I o RMMH 67.56 LIMIT OF WORK. IMMEDIATELY NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES. 1/1/ YY 11,1 q\ \ y IE 8" CONC N = 79.06 -SD k V V `UNKNOWN CONTROL BOX � I (/J' �.p �T/�� ASP -�5 - 5" UNDERGROUND s v , DEMOLIS`H EX U TI LI (TYP) 1 \\ IE 8" CONC E = 0.11 W ASPH `C � 'x\ ( 1 � IE 8" CONC E = 80.01 - - - - - - - - - - ASPH x GRASS J SI OMH AGU A 145 � w .1 1 - , 599.8, i.65 TC T To 19 GRASS Y _ -.47- - 5.55 STONEBENC , ASPH " W �9 N 8843DEMOLISH EX UTILITY - GDNG STRUCTURE (TYP) _ _ _ - JFGRM (N, - � GRASS RASS 2" PVC RISE - GRASS \ / SAND FLAG OLE CAP I t,1q� � -CB BORING HOLE /(6 �' / CB LSCAPE Q RIM = 75.44 I / - _ RIM = 84.77 - W ,� �., .., ., 74.29 I � I 0y - IE 6" PVC S = 82.27- \ - ASPH BRICK Z CB CBRIM -11.11 RIM -3 CONCRETE STATUE LSCAPE ASPH li PROTECT IN PLACE ` E 6" P PVC STAND PIPE NW = 76.20 IE 8" CONC6NW = 75 1 1Y m / \ / GLASS FRAMED (ARTWORK W P IE 24OF HOPE TAND P6.35 7820 SAND CB / \ MEMORIAL PLAQUE Q f EX BOYS AN GIRLS BORING HOLE IF 4" HOP�D 76.45 . D RIM = 80.66 y� (n 1 CLUB BUILDIN IE 24" HDPE W = 76.50 N m / 2 CB (TYPE II) ' ASPH I )) 9 TPN y 1. RIM 75.62 I V ' V CHAIN 1 K FENC 00434210000000 / SAND IE 12" PVC NW = 68.72 coNc CITY OF EDMONDS /CB ASPH AIN K� IE 6" PVC 'I = 71.62 I / RIM = 78.10 IE 12" HDPE SE = 69.02 rL!/ FULL OF GRAVEL 1 CONC \ I GRASS GRASS /��/� I W NDIC PAR 12' CHAIN LINK FENCE 1 I 3 CB A8PY o CONC I gay RIM = I7726 B y IE 8" PVC NW 75.61 FINISHED FLOOR = 80.78 =I 0 �VEL I SAND SSMH (n ' ^ CONC CONC BASEBALL FIELD RIM = 73.51 T JU ASPH I GRASS IE 8" PVC SE = 60.71I / SKATE PARK RULES IE 8' PVC S = 60.86 30' 2 rirvi�ncu uui. - C .'INK NCE IE 8'PVC W= 60.61 I GRAVEL IR - - CH LINK CE 4 SPA`n1 ---- VY I X I yV 1 GR SS /(e. CB 100.373' . �I q J821/V 1 ^ /- GRASS I SAND + YJ VV RIM = 83.38 N 88'43'45' W 4� IE 6" PVC N = 82.58 IE 6" PVC W = 82.18 RM = 87.10 10. PROVIDE CONSTRUCTION FENCING, SIGNAGE, AND BARRIERS AS REQUIRED TO PREVENT UNAUTHORIZED SPH IE 12" CONC S = 83.82 ACCESS TO DEMOLITION AREAS. FIELD ADJUST FENCE AS REQUIRED FOR SPECIFIC SITE CONDITIONS. S W CB 11. IMMEDIATELY REMOVE ALL DEMOLITION DEBRIS FALLING OUTSIDE THE APPROXIMATE LIMIT OF WORK. � IE1 2" CONC N = 83.10 U IE 12" CONC S = 83.10 AS12. MAKE VERTICAL SAWCUTS BETWEEN EXISTING PAVEMENT TO REMAIN AND THE PORTION TO BE O SPRAGUE ST/ 7TH AVE ^ H (/) o I REMOVED. PROTECT IN PLACE PAVEMENT OUTSIDE THE SAWCUT LINE. II ASPH (n I �U �P DEMOLITION FLAG NOTES CB TYPE 11 W - _ ASPH GRASS � 1,1 / B4 D sr-- 30' RIM = 74.90 VV ( ) O W IE 12" PVC NW = 69.35 Q ASPH �9 ASPH 0 * = 83 IE 10" PVC E = 69.55 �99.862� N 88'43'45" W 83 m _ _ / L / H 69.10 � " � ` , 7 � IRRCf) ASPH _ 4" P C RISER S H CB N 88'43'45�W I CB (SOLID LID) / FINISHED FLOOR = 75.82 / (n I I () a Q ✓. RIM : CON Y/ O RIM = 80.52 599.861' /YV y RI - 84.6 N = 81.62 I 1 IE 6" PVC N = 78.42 � 0 RIM = 79.86 r ASPH g2 ASPH BATTING PRACTICE IF 4" PVC S = 79.42 fq IE 12" CONC S = 81.67 IE 8" CONC NW = 73,56 1 PERMITTED ONLY ON LP / IE 8" PVC E = 82.02 l IE 10 " CONC S = 73.61 ) BASEBALL FIELD Li P P `P 1hILP S s P° ..�W P P P P �Li Y #ALP LANDSCAPE 'V N 68. / 7� ii RIM 8. 83 IRR W W PIRR _ Cly 74.7e W 4 C/ IRR W W W -1/1/ P W _� P P �T END OF LOCA BORDER `- 'VC N = 68.4 _ _ " Pl' N 81.60 CB ARROW TOWARDS STREET ASPH 'VC E = 68.46�v / N�0 ASPH 7 1 RIM = 82.94 RIM 84 SDMH PVC S = 68.46 \ I I NO PARKIN �' / / IE 6" PVC E = 81.44 YARD GRAIN z E 6" DI S- .68_ `_ I RIM = 84.L60 E 'VC NW = 68.51 SDMH � / CONC - • �/) IE WATER LEVEL = 82.10 0 7 IE 6" PVC N = 81.39 RIM = 83.12 c� 7 LL OF DEBRIS RIM = 80.16 ^ ASPH W R W 9� Q GRASS GRASS IE 12" CONC N = 77.46 N LJ F- NO PIPES VISIBLE i IE 8" CONC SE = 77.66 U) IR GRASS D CB IE 12" CONC S = 77.51 / VP 7 / �w RIM = 83.83 \ Q ny ?� , GRASS TPN LANDSCAPE ASPH IE 6" DI NE = 82.98 hP 7 PETANQUE - - '\� G CONC (1 Q 13 I 7 COURT SI CITY OF OEDMONDS BORDER ASP000000 H C k/ `J UNKNOWN 83 VAULT NO PARK G T IRR GRASS 33P\ ASPH / � f- A v 10' � DEC DO NOT POLI E VEHICL S S n ASPH CONC- CONC 1 C / Q CB 7 RIM = 80.4 RIM = 75.05 IE 8" DI E = 78.5 IE 6' PVC N = 72.05 IE 6" PVC S = 71.50 IE 6' PVC W = 71.45 - (SOLID LID)' RIM = 81.06 IE 12' CONC N = 78.06 IE 12" CONC S = 78.16 IE 8" DI W = 78.76 C'__- RIM = 75.06 IE 6" PVC N = 71.96 IE 6' PVC S= 72.16 SDMH RIM = 62.46 IE 12" CONC N = 79.33 IE 8' CONC E = 79.38 IE 12' CONC S = 79.38 RIM = 83.95 IE 8" CONC N = 76.45 IE 8" CONC E = 76.55 CS RIM = 83.94 IE 6" DI N = 82.34 IE 4" HOPE NE = 82.44 FINISHED FLOOR = 87.32- HANDICAP P 4" PVC RISER S -4" R E(N) (N) 3" RISE (N) I FOOTBALL FIELD GRASS 1 I CON 3-2' RRS (N a- a U) ASPH CB - - - - - - - - - - - - - - - - - 0" ASPH;1 0 �� RIM = 80.02 IE 8" DI NW = 78.72 - - CONCRETE BLOCK Sm S 0 X I N� 9 J2. 84 LT GOAL POST GRASS GRASS BORING HOLE3 GOAL POST - - - - - - RETAINING WALL CB RIM = 84.41 O ly 8' OD NCE 7 U) IE WATER LEVEL = 82.11 NO PIPES VISIBLE NO PA ING S 24 1+00 B3 I U) _ SSMH 1+50 S Y+00 GRASS RIM = 85.81 IF 8" CONC N C J .UGC r;` = 8" �� 54300 5+00 5+50 CONC S = 80.01 IE 0..01 �` �J 6+00 �- 6+ 0 IE 12" CI E = 80.21 SPH < 64 S - (SOLID LID) RIM = 84. 83 n IN OLE 3-2 SSMH 1 DO+76 SSMH 8-99P E ASPH LE IE WATER LEVEL = 82.03 NO PIPES VISIBLE RIM = 82. 71 - CB IE 8' PVC OUT(E) = 74.73 IE 8" PVC OUT- 74.63 RIM = 85.90 W W RIM - 84.53 I () - (W) �- I IE 8" PVC IN(E) = 75.204 n IE 8" CONC E = 81.83 NO PARKING - IE 8" PVC INN () - 8024 IE 8' CONC IN(S) = 80.25 TRANSFORMER (N) S 0 - OH IE 12" CONC S = 81.63 \ - IE 8" PVC OUT(N) =78.14 GRASS - - I m o EDMONDS ST 0+ U I CB h 6 RIM = 83.65 BJ IE 10" CONC E = 81.75 cWi ` IE 4" PVC S = 8Z05 W (n 8 MAILBOXES a^ PETANQUE COURT SIGN 3 GRASS 3 3 IF 10" CONC W = 81.770 2 30' Ce RIM (TYPE 86.98 u SD--S- D S GRASS C < 84 IE 12" D A `-' D S D SD - GRA dj IE 6' PVC 60NC N 82 0.48 �� - SD < ASPH L LP P P P P p P- P P LP P P P S D P S D S D D D I cB OTHER PIPES VISIBLE �LP 84 RIM = 86.58 ' tc� i' TALL PLASTIC ASPH IE 6" DI N = 85.73 8 Q ul LANDSCAPE BORDER Z --' 3 GRASS 5 PARK ACTIVITIES SIGN YARD DRAIN 5 TPN YARD s IN v-) U) 6 W000 CHIPS PVC 00434209900100 RI U) BORING HOLE B-4 RIM = 83.1U) 7 YARD DR M = GRASS IE 4' N = 82.17 83.39 CITY OF EDMONDS IE 4" PVC N = 82.34 E' _ 4" PVC N = 82.39 BENCH SSMH= 89.68 RIM SAND/GRAVEL GRASS GRASS _ PETANQUE COURT SIG SAND/GRAVEL 4 84 \ ` IE 8" CONC N = 81.38 o PETANQUE COURT SIGN G S - - I IE 8" CONC S = 81.48 0 CB _ _ _ I WOOD CHIPS 06 F ey m (� RIM = 83.86 SSMH x `0 S c� 0 IE 6" PVC N = 81.96 CB RIM = 859 GRAND STANDS O y A GRASS GRASS R IE 4" HDPE NE = 82.06 GRAND STANDS RIM = 85.37 IE 8" CONC E = 81.47 RIA - 6.89 U) GRASS GRAS 2" PIPE/PLAY BAR I y GRASS IE 6' CONC E = 81.96 IE 6" CONC S = 83.62 IE 8" CONC W = 81.43 CB IE 8" CONC N = 84.69 65 1' TA L PLAS7IC m ASPH p o CHAIN K FENC IE 6" CONC S = 81.86 IE 6" CONC W = 83.62 RIM = 86.47 IE 8' CONC E = 84.69 8' AIN LI K FENCE LANDSCA BORDER ci CNIC _ IE 8' D1 S = 85.29 DEC 2 " MAILBOXES NCE IE 8' DI E = 85.07 WOOD CHIPS - L CAP = _8469- P- / I - - - - - - - _ - - - - - -VEL -69 - - --' III'''S55 IE 8" DES 85.178 CH LINK IE 8' DI W 86 y s7 _ B7 BB GRAVEL T - _ _ _ _ _ _ - _ _ _ _ _ - PH _ �, - I I ASPH ASPH 1 - CONC P u �/7 � 6' BOARD FENCE CON CONC �� X6' B D FEN ALL 6' BOA FENCE 11' 8� - - - - - - - - 93 = 2" PVC RISER (S) PP ASPH CB_96 TRANSFORMER GALV RISER (S) CB 5' BOARD FENCE G RIM = 87.89 X CONCRETE BLOCK U) L 0 " I TRANSFORMER (S) RIM = 83.84 IE 8' DIN = 85.54 ASPH X X _ 5' BORRD FENCE' RETAINING WALL � 94 IE 6 PVC N = 82.04 F- -I 4' BOARD FENCE IE 8" DI E = 85.64 'C0 88 ROCK RETAINING WALL TRANSFORMER (S) IE 2" HDPE S = 82.14 AP I I IE 8" DI S = 85.69 3' PVC RISER S ASPH IE 4" HDPE NW = 82.24 7 IE 3" PVC S = 86.39 CB CONCRE CONCRE7 ETAINING WALL CHAIN LINK FENCE () 95 CB CB 2" GALV RISER (S) RIM " 84.21 RIM = 85.41 IE I Tel - a� IE 12" CMP E = 82.46 IE 8' DI W = 85.91 CB I IE 6" PVC S = 82.56 U 0 O W I IE 2" PVC WITH STANDPIPE N = 82.54 IEIE PROPERTY LI N IEM 85.95 30' U) 30, U IE TOP OF STANDPIPE = 84.01 �') APPROXIMATE LIMIT I I U � ASPH / OF WORK (TYP) I AP I 86 LEGEND I `" _ � I I I II I APPROXIMATE LIMIT OF WORK ASPH _OH PROPERTY LINE DEMOLISH EXISTING UTILITY -- - - - - - - - - - - - -- SAWCUT LINE CAP UTILITY DEMOLISH EXISTING UTILITY STRUCTURE ASPH -W ASPH r U Oi DEMOLISH STORM DRAIN STRUCTURE AND ASSOCIATED PIPING. O2 PROTECT EXISTING WATER METER AND BACKFLOW ASSEMBLY FOR REUSE. O3 INSTALL UTILITY CAP. O4 CAP UTILITY AT BACK OF CURB. OPRIOR TO EXCAVATION, CUT AND CAP STORM DRAIN OUTFACE AND DIRECT ALL RUNOFF TO SEDIMENT TANK. O6 PROTECT EX SD. O7 PROTECT EX SS. OREPLACE STRUCTURE WITH TYPE 2 CB WITH SOLID LID AND SET TO FINISHED GRADE. CONTRACTOR TO FIELD VERIFY IF TWO EX 4" PVC SD LINES ARE ACTIVE. IF PIPES ARE ABANDONED, REMOVE PIPING. IF PIPES ARE ACTIVE AND SERVE AN AREA WITHIN THE PROPERTY, REMOVE PIPING AND UPSTREAM STRUCTURES. IF PIPES ARE ACTIVE AND SERVE AN AREA OUTSIDE THE PROPERTY, MAINTAIN CONNECTION. OPRIOR TO DEMOLITION, FIELD VERIFY CB OUTLET PIPE AND CAP AT PROPERTY LINE FOR RE -CONNECTION. PIPE BEYOND PROPERTY LINE SHALL BE COMPLETELY REMOVED. SEE SHEET C301 FOR RE -CONNECTION. 10 CAP UTILITY FOR RECONNECTION TO NEW HYDRANT. SEE SHEET C305 FOR RECONNECTION. 11 MAINTAIN EX BOYS &GIRLS CLUB WATER SERVICES. 12 ONCE TEMPORARY GRAVITY DISCHARGE PIPE IS DECOMMISSIONED, DEMOLISH STORM DRAIN LINE TO NEXT DOWNSTREAM STRUCTURE AND COMPLETELY PATCH STRUCTURE WITH NON -SHRINK GROUT. SEE C100 FOR INFORMATION ON TEMPORARY GRAVITY DISCHARGE PIPE. 13 EXISTING SIDEWALK FRONTAGE IMPROVEMENTS SHALL BE MAINTAINED AS LONG AS POSSIBLE DURING THE COURSE OF CONSTRUCTION. Call 811 • two business days before you dig NORTH 0 20 40 80 1 inch = 40 feet APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION "oC. 1 gyv CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: DR`V , PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: UTILITY DEMOLITION PLAN SUB r 25 2021 CITY OF EDMONDS DEPARTMENT U- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EDGE OF GRAVEL DETENTION LAYER #1 ALEY ST I 1 C/, 1 N: 300447.00 I I EDGE OF GRAVEL � t E: 1261781.69 I I DETENTION 51.3 I DRAIN I E 3" PVC ER N 300D585 EDGE OF GRAVEL DETENTION LAYER 2 ■ I # �RD DRAIN ■ I E: 12631776.45 I N: 300422.75 - 7722 YARD DRAIN YARD DRAIN RIM = 75.85 RIM = 78.71 j� IE 3" PVC W = 75.15 YARD DRAIN IE 3" PVC S = 78.01 y" ASPH YARD DRAIN E• 1261786.62 w _ y Ir�' /�/ rIRIM = 78.71 I B ING HOLE B-7 RIM = 75.89 V IIE 3" PVC E = 78.01 YARD DR 0 IE E = 75.14 V IE 3" PVC S = 78.01 RIM = VC CB / IE 3" PVC E = 75.19 IE 3" PVC78' = 77.99 RIM = 88.32 IE 3" PVC W = 75.19 YARD DRAIN r RIM = 82.67 CB IE 24" CMP N = 83.12 EDGE OF GRAVEL I CB (TYPE II) RIM _= 75.79 6' CHAIN LINK FENCE W E 6' PVC W = 83.32 RIM = 77.31 IE 6" PVC N = 80.02 RIM 85A22 DETENTION LAYER #1 I I EDGE OF GRAVEL DETENTION LAYER 2 - - - - O E 12" HDPE W = 79.87 y\ IE 6" CUP N = 72.66 # / I � \ IE 15" CMP E = 72.66 I \BB I E 6" PVC E = 82.32 I � I I O N: 300452.06 IE 12" W/ STAND PIPE E = 72.63 - - = N: 300421.59 - _ - - _ - _I SSMH IE P 6" STAND PIPE = 75.63 I ASPH I RIM = 74.81 79 Z E , E. 1261735.71 O E 12" CONC N = 6 81 ASPH ASP" E• 1261836.11 Z CONC \ CONC ASPH I - ASP j CONCRETE RETAINING WALL 8' CONC I • ASPH CONC 1 86 CONC IE 1- _ _ CO 77 78--, / CONC ■ IE 6" PVC E = 71.34 _ _ _� - - - 80 _ _ - L 84 IE 12" CONC S = 71.34 >j SD S ■ ASPI � n _�_-_ ��..SP..P� S___ �� PH ��C`S� ASP l � 0'l ASPH cn J - - - H OH , M EDGE OF GRAVEL- - NS 2 ..: PV IM17512 - 79.4fi,• ` '6•T < yI�`I�, PVC N = • L 2.6 DETENTION LAYER #1 so E PVG = 7512 GRASS CUP _ r 5 'RIM 79:60 fE 12: HOPE E 77:03 O ." CMP E . 73.81 . IE 8' .CONC W = 73.00. GRASS IE 12" CMP W .33 . . . . . GRA 3 PV R SER (S) N: 300450.69 O EI 8" P�6�71 2" VC ISER ) GRASS E: 1261730.00 �J7 RIM - 11l . 0 E . � o::: 14" EDGE OF GRAVEL DETENTION LAYER #2.� EDGE OF GRAVEL SPH Z El \ O . O E e FN: 300356.11 0 . c GRASS u ■ DETENTION LAYER 1 0::' . o S # 0: E: 1261812.75 n SS N 2 ■ ` �. ■ N: 300351.901- : '''' . ''.'0. o ■M s o: E: 1261733.45 ` I RT p o � OM = 79.36 W� 0'''0 FULL OF,)IIRRT Qm� IMl I ...;.a.;...'.;. .'. CIM 7 �r �r' `� BO . .. C302 EDGE OF GRAVEL I .� �4 E P IE ' DETENTION LAYER #1 0 N: 300353.52 R o EDGE OF GRAVEL DETENTION LAYER #2. GD E: 1261727.81 = - - P N: 300355.61 E: 1261834.56 EDGE OF GRAVEL / ■ I GR� N '4'4 W■ N- : 300239.39 ASP" AS . AGA� 93.88'EDGE OF GRAVEL DETENTION LAYER #3 -E: 1262161.56 N: 300243.14 T CTONE BENC Tc ...EDGE OF GRAVEL DETENTION LAYER #2 �. �E: 1261991.60 CONICIII ... SD ASS' ... N: 300360.44 ......................... ........ SD...... ..SD.. .... .... .. ...... .. ... GA I MAN ' RM 75.44 _; .; _;. E: 1261798.85 -� s _ 62.27- FLAG OLE EDGE OF GRAVEL E N = 74.29 CB ASPH I _ C C RETE STATUE DETENTION LAYER #1 IE 6" PVG STA PIP W - 76.20 o ND H IPE 78. ■ASS FRAMED I ORKi N: 300350.88 SP" B HOI,,.I EDGEOFGRAVEL DETENTION LAYER #2. RM MEMIE " HOPE W = 76. MEMORIAL PLAQUE ■ E• 1261779.44 N: 300350.56 TPIN SAND 434210000CB �j SPH E: 1261793.62 \\_ RIM (TYPE I ASPH �g 5.62 CB ASP 12" PVC NW = 68.72 Q m ``Iyv\l7/ IE 6" PVC Sj = 71.62 L /� 12" HOPE SE = 69.02 0 o o DIG R - 2' CHAIN LINK FENCE HEDGE OF GRAVEL DETENTION LAYER #2 o 0 0 0 0 0 o o 0 0 GB A N: 300356.76 0 0 0 0 0 RIM = I77.26 G G L n /\- / / \Y II J8 PVC NW = 75.61 Q 0 O N-G�q$6'� O O O �O O O O O �/ A E: 1261785.09 0 CT RIM = 88.56 P IE 8" CONC W = 79.06 IE 8 " CONC N = 110.26 2" PVC RISER (S) � 0 BOULDER RETAINING WALL Cn ASPH Cn BOULDER RETAINING WALL ASPH SSMH 2 RIM = 87.56 IE 8" CONC N = 79.01 IE 8' CONC S = 79.1 IE 8" CONC E = 80.01 -NTION LAYECB RIM = 87.10 `I IE 12" CONC S = 83.82 RIM = 86.65 IE 12' CONC N = 83.10 IE 12: CONCS= 83.10 ST/ 7TH AVE . ..1-gin ram.'-'-`_-ft1►._ iar.:,r�Y-C ., 1' .'i <IJ' 161 - rI�I � I � �� y�-�� V ��i/.�iii ii � �% ` I�� • r • � � � � � � � ��/• � � � 1 I� � �I � � �� (, ;'�°lit �� , 1;■ '%s;� �' '��'��'�1��,/0�%� ��,�•'.• ,�•••�I'•��•..• �••!`� � • ■' � • _ ,llll�llll� .•• • - � � � •_ _ � _ •_ _ _ _�I_� it /� -� ` _ \/ " I � . i w • • el 11 I � sal r,C � � �l■.� • � � [: Imo, I �-•�� Yi ■ ■ ■ ��, _ ■ a■ . 1■ _ • • mLT � • •MF or • NO 1AR111 CONC 1 �/ Imo_ ' +� • • • • ' • _ • • .::..* • • • • • • • • • • • • • • • • ! • ,� ��, rk Wm I ��w\► ' 11111 � i .I u',.„•,;�•�.�•••��1�•-••�p•••••A1•!i•Ip�•� • 1 1 ■1 1 .,' i� 1=- I ' 1 ►ram' 1� � ■� !s�1 _- I w 1• • • • ! V 1 1 1 1 � - S II R ,f l ► ,� • • • • • • • • �► • o �i _-►z-,i �►® �� f .• .""'ia �� - • - I11 • _ • _ • �_ • • � • ra • � a i i!<i.=" • *► • ' � ,� • , 1 • • �il'I!I a �..- - ' �� (/ �oo m ,I� I. 'rl\ . v - �� . _ ■ - ,a ... � -� " ! .. ' � ill/!; I.. �'. � �, I • • • • • • aLI 1�1�l�I __ - -� -'� ice' w • • _ - _ - _ - - �_ ._ ._ �_� • • - • • • • NO PARKING� I ) e • • w • • • • • 11111111611111'� 0 < < 0 (J/ IN MEN., I e,�, 1 - •'• - 1^ ��: mill • ! 1 �� _ :1) - - 1011m 110mCn - .' •�� ` . 1 •'' • 1 1 7n .!y; V ASPH I g 83;7 342099001,0,0 RIM, RIM RAIN � M1� �I'��Qn� /�� - - - �I■�ae��o��E:��r■■11► e,. �'=_� � _ � � . 1 1 ■ 1 1 / e, • 1 �� . I i - - - - �®' i�li�e _--1=�� ill-_• Bm m� • . • - � a, - - 0 _ • IMF AIIII I� 1 _tea •.:�� JF3i ,�.-.. a � �.'i:= - - n'I�. �� . ✓� / , • 1 • '. M�s• Gam` o %/Y�► ... ��i� 4'!�'11. aa>��1.7i�■I�Yii�• w- - - - .� ,i ■ I ■ II !L, � d2 ■.�C,..�.y+.eraw.■l.w,�_ 'c:,o...- _ s, .-��/. �►sa///rr�%LI �. �/� �i..f��IV � - _ WWI - • I� I 1 � �1....7''1 _---__.--__._._-__. __-..-_. _ ._ ---i _ -.Y.V._-.f._r--.-............-- • ►i l�I _ 'C;i .. v �` � - ��J.r.■.=•_- �:-=._ a��o/� ■I.I>�r �-,iT.7-y�; 11t.-- �` 0�,� I • ��0��II��. �- - ■� , -1� •°=mil --° i � -�� - _�7� ®�� r ��,�r�. � �"'�SE' -a-i;�.�� ,� 94 1". R1,)'FE1 RETAINING WALL I��I '�` I��±�5_ _ar �li�l ' IC ■ -- - .�■ Z_,..,.e�ll - L.��-a�••��I-� �=- ;_` -� '.�i6�i.�1„ _s 7►11 01' v\ .IAA � i I � -�® w'• �i. - � �-■ ■1 . . u-' • - - ETAINING WALL -6' CHAIN LINK FENCE 2" GAL RI (S) ��► -�� -� JI • i I'lIJ1Jll�_ 1 i `' ` E: 1261879.39 IE 12' CMP EDGEOF GRAVEL DETENTIONIE 2" PVC mTH STANDPIPE NJ= 82.54 ASPH I' - • • 4 091 • RIM = 87.67 CB O IE 6" PVC E = 85.57 RIM = 87.50 IE 6' PVC S = 86.32 IE 6" PVC W = 85.95 IE8"DIN= 85.47 I � cn I I NOTES 1. REFER TO C400 SERIES FOR GRADING INFORMATION. 2. ALL DIMENSIONS, NORTHINGS, AND EASTINGS SHOWN FOR DRAINAGE AND UTILITY STRUCTURES ARE MEASURED TO CENTER OF STRUCTURE, UNLESS NOTED OTHERWISE. 3. ALL STORM DRAIN AND SANITARY SEWER PIPE SHALL BE PVC UNLESS NOTED OTHERWISE. 4. EXTENTS OF GRAVEL DETENTION LAYERS ARE DELINEATED BY STRAIGHT LINES THAT RUN PERPENDICULAR AND PARALLEL TO EACH OTHER UNLESS NOTED OTHERWISE. 5. PER THE PROJECT GEOTECHNICAL REPORT PREPARED BY LANDAU AND DATED OCTOBER 30, 2019, AND SUPPORTED BY A SUPPLEMENTAL SUMMARY OF WET SEASON GROUNDWATER MONITORING MEMO DATED SEPTEMBER 4, 2020. THE GROUNDWATER ELEVATION IS ASSUMED TO BE 2 FEET BELOW EXISTING ■ GRADE. ■ 6. NOTIFY ENGINEER OF RECORD IF GROUNDWATER IS ENCOUNTERED AT AN ELEVATION HIGHER THAN INDICATED. 7. PIPE BEDDING AND BACKFILL FOR STORM DRAIN AND SANITARY SEWER PIPES SHALL BE PER COE STD DET GU-400. SEE DETAIL 17 ON SHEET C314. ■ 8. ALL WATER PIPE SHALL BE MUNICIPEX W/ TRACER WIRE UNLESS NOTED OTHERWISE. ■ 9. ADJUST ALL EXISTING MANHOLE CATCH BASIN RIMS VALVE BOXES AND UTILITY ACCESS STRUCTURES TO FINISH GRADES WITHIN AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. CONTRACTOR SHALL REPLACE LIDS AND VALVE BOXES DAMAGED DURING CONSTRUCTION. LEGEND SD SD ■ - FD FD - ■ SS ■ -W-W )... )... )... 000000 0 0 0 ■ Call 811 o two business days before you dig APPROXIMATE LIMIT OF WORK PROPERTY LINE STORM DRAIN FRENCH DRAIN SLOTTED STORM DRAIN RETAINING WALL DRAIN SANITARY SEWER DOMESTIC WATER CONVEYANCE SWALE GRAVEL DETENTION LAYER LAWN/PLANTING PER LANDSCAPE PLANS REINFORCED LAWN PER LANDSCAPE PLANS HARDSCAPE PER LANDSCAPE PLANS HMA PAVEMENT RESTORATION NORTH 0 20 40 80 1 inch = 40 feet APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION 0 N m 0 z r <41�c. 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: DR\V / PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: OVERALL STORM DRAINAGE & UTILITY PLAN UB C3002021 CITY OF EDMONDS DEPARTMENT o cn o � •1 YARD DRAIN 75.83 YARD DRAIN •► - IE 3" PVC S = 75.17 i •-I I-. NO • . ��I III IIIIII� III - . I14, I� 1 ■II • : 1 1: : 11 • - e • • �� % I ` IIjD f`�- _---.- - - •#R#!#lr i�1_f�_+#.R7I�.R#/ri#.F�jt1lRi7R.#R 71�.11 s,�='3#�i >'cif.�..�w.'._._llli#i#•F}+�R37l�RL# � LISBin- ■� - - � ,may a r - G.- f♦/Rf1li.#.R��.�R3'A.l�/%!�#►.. • • • • : 1 1 1 . � � ,.,,ate �A ` V..il V.'I � �C�i`�'_�1�� 1�1►.._�{� / •� .'- ri-i j'� �. ,I�-+ r '11'�� I r• ��.�`�.�.-� r.►- ��f��i►r�.- T .�.q�,► `, i��e is :.- i '� >�! - -�� • .i - ■ � �■ Kidd?i. � � - � ' ' of ►1` �ILA� �- . log W"11111911, : , li4r`� • - ® ` I`i s s s ryi s , - ,, ►� 11 ••• ' •.JI• i o 0 0 0 /e o a� •I 1 . o le • • 1 ' • � - - � I ��I . � • i s - - - I. s �� s �ts�iCEi�i■_ s ,. s i � � V • , � � , . , � ! 'a I � II I , 1. �_ _ • : 1 1 1 �, i� �- � I �i,�.�h1,1I�� al Y' 3P' 111 � r � : ' : � 1 � 1 ® � � �� i � 1. • ■ . i- it - a��l�as' = to `• `�• � • lio • ii► '' � � . _ ' ; - • • 1 - , � � � E Eti`� • • Ir a �''�� • � /. • o �� I w 1 � 1 • 1 • � � • ' • 1► e o 0 0 l o a a► o e a s' // 11► 1 1 1 ® 1' i 1 ' �°�� O 1� O _ • _ • ,� � ../''!�' : • �� O 1 lit _ O _ O _ �� ,� I� 1► � I � I��a�, �l� Ir o e o e I �� a �► 1! I! 11► � ► / • - • • • i ! 1�' -, w e w e I w a a► li a a� � � r - �^ � E > ►1OO O O 4! O a� O 1. O I O e ' ' ' • • • 1 . 1 ��. ; +r- . O • O I fl a a► 1. O al C lil • li► 1 • • ►-�� ;®; ili iU •• - ei• i i i O I i/ ill �i► ii �. © 1' � ` . i r' 11 • ♦ I�e ,nc• i �+/,,, � O e O 1! O P� • 1`' 1 w � • � • jI - 1 r �® .. � I;;. •I ,� • e • • I i1 a a► 1. � � � G � Ip Iw► 1 ,,•,• 1 ,► O :I ' O O O O 4i O �! O 1�WININ I OF O. 1 O 1 I = '� '� ,��; �► •� s e I e/ d a► o _I®®_ 'd71 0► 11► . pill Ed ME � -- a�1�o_0_0_0_ I., o �.i �I• a .. �. • i • �, ■� . nay. � � � �■I ------------------------------------------------------ ---------------------- s�a■ ■ e� o e , ■ ■lam , [� � � ��Y�i,. �` � ■ �] I y �: is I ' , � ,. a IIIII �I►,1 � 11 • �i6 ►' I �� , • • • h � � • • • • � ' t■ . 9 , WA 1 • III ® ; � ,� • 1 • •••••••••I J• • I ' - -II - A y �' � / C e • e • e • 1 1 r 1 0 -' n w • • w . .•I:. a 11 ' • � � � /•- • : :: ��, � -.��" 1L�'1w��>��1�� / L��`//L�_,�1, ' 1 IIIII O� O iv O O �i Q Ili■ill Ili■illl liil■II • - • ® 11 I� �� 1 _i - • - • I�ili11� ' . y i�0 Il�r -� w i 1 NOTES 1. REFER TO C400 SERIES FOR GRADING INFORMATION. 2. ALL DIMENSIONS, NORTHINGS, AND EASTINGS SHOWN FOR DRAINAGE AND UTILITY STRUCTURES ARE MEASURED TO CENTER OF STRUCTURE, UNLESS NOTED OTHERWISE. 3. ALL STORM DRAIN AND SANITARY SEWER PIPE SHALL BE PVC UNLESS NOTED OTHERWISE. 4. EXTENTS OF GRAVEL DETENTION LAYERS ARE DELINEATED BY STRAIGHT LINES THAT RUN PERPENDICULAR AND PARALLEL TO EACH OTHER UNLESS NOTED OTHERWISE. SEE SHEET C300 FOR HORIZONTAL CONTROL OF GRAVEL DETENTION LAYER. 5. PER THE PROJECT GEOTECHNICAL REPORT PREPARED BY LANDAU AND DATED OCTOBER 30, 2019, AND SUPPORTED BY A SUPPLEMENTAL SUMMARY OF WET SEASON GROUNDWATER MONITORING MEMO DATED SEPTEMBER 4, 2020. THE GROUNDWATER ELEVATION IS ASSUMED TO BE 2 FEET BELOW EXISTING GRADE. 6. NOTIFY ENGINEER OF RECORD IF GROUNDWATER IS ENCOUNTERED AT AN ELEVATION HIGHER THAN INDICATED. 7. PIPE BEDDING AND BACKFILL FOR STORM DRAIN AND SANITARY SEWER PIPES SHALL BE PER COE STD DET GU-400. SEE DETAIL 17 ON SHEET C314. 8. ALL WATER PIPE SHALL BE MUNICIPEX W/ TRACER WIRE UNLESS NOTED OTHERWISE. 9. FIELD VERIFY EXISTING PIPE LOCATION AND INVERT FOR RE -CONNECTION TO THE EAST. NOTIFY ENGINEER OF RECORD IF EXISTING PIPE INVERT AT SDCB #32 IS LOWER THAN 6- OUTLET PIPE OR IF IT IS LARGER THAN 6-. 10. ADJUST ALL EXISTING MANHOLE/CATCH BASIN RIMS, VALVE BOXES AND UTILITY ACCESS STRUCTURES TO FINISH GRADES WITHIN AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. CONTRACTOR SHALL REPLACE LIDS AND VALVE BOXES DAMAGED DURING CONSTRUCTION. 11. STORM DRAINAGE, WATER, AND SANITARY SEWER LINES AND APPURTENANCES SHALL BE LOCATED PER PLAN. CONTRACTOR SHALL LOCATE DRY UTILITIES TO PROVIDE 3 FOOT MINIMUM HORIZONTAL CLEARANCE FROM ALL STORM DRAINAGE, WATER, AND SANITARY SEWER UTILITIES. LEGEND APPROXIMATE LIMIT OF WORK - - - - PROPERTY LINE -SD-SD STORM DRAIN FD- FRENCH DRAIN 3 C310 19 ----------- SLOTTED STORM DRAIN C314 > >... > CONVEYANCE SWALE 2 C310 J 48" FCMH IE 10 CONC S = 73.61 CONNECT TO EX 8 WM 9 ........................... . .............. /� t C LL s, �M S �� / Q i E �� A/ � d O� O O�OnC N: 300160.40-MATCHLINE, SEE SHEET C303 4 PVC' 81.6 \ / N: 300150.20 _ Q Y.. � A � , Call 811 = 68.41 SS / � I- ASPIE: 1261736.28 68.46 \ / 0 I I E: 1261726.05J0 PARKING c� (1 „ O O 68.46 S Z moo.. `1) 2 90 BEND . 0❑ �❑ �, G I, S , a two business days W = 68.51 SDMH \ / \ONC I SDCO I A3PH \A/ ... R ,.V . / I .. 4.L .......... ...... Vi 'r-t--,°-�r-�-r - �- �i before you dig ❑® SDCB TYPE 1 1 C313 48" SDCB TYPE 2 14 C313 • STORM DRAIN CLEANOUT 4 C310 FLOW ARROW 0 0 00 0 00 o GRAVEL DETENTION LAYER 1 0�1000o 0 ❑ STORMFILTER VAULT HMA PAVEMENT RESTORATION 1 8 C314 LAWN/PLANTING PER LANDSCAPE PLANS REINFORCED LAWN PER LANDSCAPE PLANS HARDSCAPE PER LANDSCAPE PLANS o N APPROVED FOR CONSTRUCTION 0 CITY OF EDMONDS DATE: � 0 BY: � CITY ENGINEERING DIVISION r_ <411c. 1 8yv CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: DR\ / PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: STORM DRAINAGE & UTILITY PLAN - NW UB C3C,Y212021 CITY OF EDMONDS DEPARTMENT co �I I 'AI /o I o� ,71 I / 71 S = 78.01 /o3 YARD DRA I CB M = 78.6� RI R3" PVC � = 77.99 RIM = 88.32IE I / / CB IE 24" CMP N = 83.12 U� RIM = 82.67 IE 6" PVC W = 83.32 6CHAIN LINK FENCE IE 6" PVC N = 80.02 I cn w YARD DRAIN U IE 12" HDPE W = 79.87 en - 85.22 - - W \ I o� N: 300430.58 �2.32 I - - E: 1262183.49'2.32 I I � °� I oN/ ASPH SDCB #22 �� I ASPH o �/ S - z C01`' S - - - - - - - - - - � RIM-82.25 � I (I O D � (n �O z O CONCRETE RETAINING WALL I o coNr » - APPROXIMATE LIMIT c� � Cn x CONC PROPERTY LINE (TYP) s CONVEYANCE SWALE #2 8 IE OUT=79.04 (S) C OF WORK (TYP) cco jzz oN I - -84- �U �U D SD = ASPH cn 0 SPH o o ��o O CO o sPHSS F SS S SS SS SS SS SS S SS �- SS SS S SS SS -SS -(SS S SS SS S N 0 0 P P CO X �, X -- X - d� C TCE C) RIM SSMH 88.56 TC TC TC IE 8" CONC W = 79.06 = 80.�3 � SV C/) � IE 8" CONC N = 80.26 IE 12'�VC N �, 7 . AVEL _ 2" PVC RISER (S) U r CuPE E GRA T. RMER (S) RETAINING WALL m m mp M.M m W .. MP W .- BOULDER . .. .. .I.. .. CONVEYANCE SWALE #5 j U .. .. .. . . . . ... .. .... ...... . . ....... �. .......................... .. o 1 z 1 GRASS \ o ............. PT O1 0 �CIT 0 MO C z o CONVEYANCE SWALE #4 I ......... o (n n� O cf) O M o� ASPH Cf) � cc � N: 300294.45 - - - - - - - - - - - - - - - E: 1262190.50 - - - - - - - SDCB #12 C/) N 1 7 N: 300283.43 O _ N: 300262.86 C311 E: 1262190.25 R s E: 1262203.54' FCMH #3 �' STORM DRAINAGE 5 G UE 1" DRINKING FOUNTAIN POC / PROFILE #5 C322, C32 �. 77 DRINKING FOUNTAIN DRAIT� �- z ri O 3 WATER PROFILE C311 6 MIN LENGTH v, C326 PROFILE #3 R (rv) IE=81.50 2. PVe 1 . 1 SD. ... . .... .. _ .... ..... .. D SD D SD SD SD. S..... SD . _ �. ... .. .. N: 300272.76 -. o17 E: 1262203.83 (1) 1" 90' BEND--�,�� w w SLOTTED STORM DRAIN TYP , 1 � ,� �, � � N: 300241.19 V.66 1 W/ 14DPE W = t �E: 1262241.66�' ' .. . GRAVEL DETENTION / SDCO #23 LAYER #3 t .. U RIM=85.35 6" IE OUT=82.32 (E) err r� D V 000 o � O O C O��O 00��0 o. O °o° o o.�.... °oQo�CY U O° OQ Qo d o 0` 0 54.0 ° ° PLANTER �°�°O O°� 0000 ° <r 0000°� O O 0 o° o O O o UNDERDRAIN L 1 0 0 6 o N. 300243.70 > 0 �0°0° 0�00 00� o 0 0 0 0 ° 00'\E' 1262102.6400 °° FrLo.. o O o O C� o ° 0 O O 0 � SDCO #4 ° o40 �° O 0 O O 0 D O° o O 0 o O o O O BRIM 84.58 ° c3° O ° BOTTOM OF o O Oro 0 �0 0�O O 0 00 ° C331 'H BOULDER RETAINING WALL SSMH z RIM = 87.56 ov IE 8" CONC N = 79.06 IE 8" CONC S = 79.11 IE 8" CONC E = 80.01 I y RIM = 87.10 IE 12" CONC S = 83.82 ASPH SS 0 SPRAG UE CB RIM = 86.65 �N: 300270.41 27 IE 12" CONC N = 83.10 IE 12" CONC S = 83.10 E: 1262306.65 C317 �(1) 1" WATER I SPRAGUE ST/ 7TH AVE 'N METER - H rN: 300270.13 I z I E: 1262318.83 CONNECT TO EX WATER MAIN J - HMA PAVEMENT RESTORATION \-N: 300270.48 2 2 2 3 E: 1262303.81 C315 C316 (1) 1" RPBA IN HOT BOX U cn �f 0 0 o GRAVEL=81.17 00 0 O O (98.0')°0 0°�00� r .� o N: 300210.13e o 0 O O O 0 N: 300214.28 c� d o c o O 0 0 o O o E: 1262203.73 83.38 I °°°Od�Oo0o0 0 0° 0 0 0 0 0 0 o S O O o 0 0 \ 0 0 o O 0\ o O o O AREA DRAIN #1 r - 82.58 E: 1262281.62 -ew- e- 0 BOTTOM OF ° ° 0 O O O �o ° ! RIM=82.61 .... ... ... 6" CAROUSEL DRAIN = SDCB #10 0 ,� 0 '6 IE OUT=80.26 E I Q o o ° o-> - o GRAVEL=82.17 0 0"""0 O O� I �) � LINE. SLOPE AT 2� MIN ASPH � Cam - --� -0 - U J - �� ° _ _ _ . I .. _ a . v, O O O O ° O.. CB (SOLID LID) ° ° RIM = 84.67 O O O b O O Q D , , /\I/ \\�/ I . O O ° O �. = ° O O O O O O O W � IE 12" CONC N= 81.62 V O O O O O O �Q O -� 0L/ O LO _ _ �...... W. ro� IE 12" CONC S = 81.67 6& O O O O O O 0 O o o U° 0 o u O O , c �Lw Q I I -t D,- IE 8" PVC E= 82.02 �..... S RR... E 0°�°0 0°\0 o0\000 0 0°0°o O°O°0�0°°°°�' = v O O ° 0 �C 83.5 O ,i,o � ° B LDER O ^ cn ° ° ° ° _ L DSCAE ° °�°� O o �w��'v✓ v ° ° O O O BOTTOM OF �� TOWA AT �' �' �' b � S TOWAR S STREET ,-_ A � _ O � / _� 6° O QO �� v ° O O O O O o GRAVEL=82.67 , M. 4 g o I SDMH o 0 0 0 o RO o �' _---- �_ RIM 84.60 > O O O OHO O O O O O 0 l �2 - - �� 0 o O O o o O O� o O o� o o I� MATCHLINE: SEE SHEET C304 NO PIPES VISIBLE �� ... SD -F D SD- � �' S� � SD � �- � Q SD SD �-� LSD � cB -� I RIM = 83.83 OULDER- � IE 6" DI NE = 82.98 N: 300292.32 E: 1262283.41_ SS SDCB #11 NOTES 1. REFER TO C400 SERIES FOR GRADING INFORMATION. 2. ALL DIMENSIONS, NORTHINGS, AND EASTINGS SHOWN FOR DRAINAGE AND UTILITY STRUCTURES ARE MEASURED TO CENTER OF STRUCTURE, UNLESS NOTED OTHERWISE. 3. ALL STORM DRAIN AND SANITARY SEWER PIPE SHALL BE PVC UNLESS NOTED OTHERWISE. 4. EXTENTS OF GRAVEL DETENTION LAYERS ARE DELINEATED BY STRAIGHT LINES THAT RUN PERPENDICULAR AND PARALLEL TO EACH OTHER UNLESS NOTED OTHERWISE. SEE SHEET C300 FOR HORIZONTAL CONTROL OF GRAVEL DETENTION LAYER. 5. PER THE PROJECT GEOTECHNICAL REPORT PREPARED BY LANDAU AND DATED OCTOBER 30, 2019, AND SUPPORTED BY A SUPPLEMENTAL SUMMARY OF WET SEASON GROUNDWATER MONITORING MEMO DATED SEPTEMBER 4, 2020. THE GROUNDWATER ELEVATION IS ASSUMED TO BE 2 FEET BELOW EXISTING GRADE. 6. NOTIFY ENGINEER OF RECORD IF GROUNDWATER IS ENCOUNTERED AT AN ELEVATION HIGHER THAN INDICATED. 7. PIPE BEDDING AND BACKFILL FOR STORM DRAIN AND SANITARY SEWER PIPES SHALL BE PER COE STD DET GU-400. SEE DETAIL 17 ON SHEET C314. 8. ALL WATER PIPE SHALL BE MUNICIPEX W/ TRACER WIRE UNLESS NOTED OTHERWISE. 9. ADJUST ALL EXISTING MANHOLE/CATCH BASIN RIMS, VALVE BOXES AND UTILITY ACCESS STRUCTURES TO FINISH GRADES WITHIN AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. CONTRACTOR SHALL REPLACE LIDS AND VALVE BOXES DAMAGED DURING CONSTRUCTION. 10. STORM DRAINAGE, WATER, AND SANITARY SEWER LINES AND APPURTENANCES SHALL BE LOCATED PER PLAN. CONTRACTOR SHALL LOCATE DRY UTILITIES TO PROVIDE 3 FOOT MINIMUM HORIZONTAL CLEARANCE FROM ALL STORM DRAINAGE, WATER, AND SANITARY SEWER UTILITIES. LEGEND �... >... >... 1 NORTH 0 10 20 40 1 inch = 20 feet • Call 811 • a two business days before you dig APPROXIMATE LIMIT OF WORK PROPERTY LINE STORM DRAIN DOMESTIC WATER PLANTER UNDERDRAIN 13 C312 SLOTTED STORM DRAIN 19 C314 CONVEYANCE SWALE 2 C31 48" FCMH 0 SDCB TYPE 1 16C313 48" SDCB TYPE 2 14 C313 A AREA DRAIN 26 C312 • STORM DRAIN CLEANOUT 4 �10 FLOW ARROW 0° 0° GRAVEL DETENTION LAYER 1 0 0001 C310 rl 8 HMA PAVEMENT RESTORATION C314 LAWN/PLANTING PER LANDSCAPE PLANS REINFORCED LAWN PER LANDSCAPE PLANS HARDSCAPE PER LANDSCAPE PLANS TI O APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION <oC• 1 Sys CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKERIMACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 ". WMI, md 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CMI REVIEWED BY: DR` , PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: STORM DRAINAGE & UTILITY PLAN - NE ft9fi B NJ 021 CITY OF EDMONDS DEPARTMENT I / I�� Imo, . I -�'� �� --, I �i.>=� i�.� �__..� , � - _�, - - • -; � � • I� tea:.,...--- • • � �� - _ . • � ` �lii>� .. , . =�-iL67iiL•IY71i11� .1 ■ .� � . - w ■ ■ ■ ■ ■ ■ ■ ■ - ■ ■ ■• ' w� 1� ,, ..��...�� .,r: .; Sri . �J� � a Y 7 • • 1� C 4! ' • gggg a' a �,. '� - as • - • a/ • • a, • - c - • • PER • • • a • du 0 0 10 do OF W410 1W NO �. • • 11 �/I _ •, I I� I�. i _/ / 1 - 1 - . . d i • 11 r • • • • • r • • • N- 0 • • • • • • -i • • • • • • • • • • % • s,. O • III;; - �; ��! Le -u u• H • • • • • REST• 11 : • • • • • • .11 • . 1 • I Ilwl • IIINIII • IIINIII • • 1 • 1 I•••, ; - 1-. •• v • • Y 1 1 •••••�C�•�. - • . • • • /� .. y/ �� i ••s��••••• • • •••••••••o••••••••• �. c . �� __ - • - n • • • � • �� N M 01- u■ �- =�� ■ • • 1 • • • • • '�■�`li,- III- ei�� f �, • . 1► s : s • to U00 l .� s o •• •• • _ • _ •••••••soy ••! Ir�� • • �® • - - �� ' i� � I • I t I -- . � • • r � • • •I • • � .Tip /� ° ';I - _ • , I• �u • , • �� • 1 .:. . ■ ■ ■ 1 I • �� p!, I � � � _ c �' � • ' • � • MCI • �� ' 1: ', 11 i i • • • • • • \1, U 0,\e o U U • -i_ I�� Ir�iv�� • •-•-s-•-s-• • • • • • • s • .I. - • - ' • �� It•►•Y••A••11••A•••••�1•�i••til•iii•T ••••• � � r �� - -- - -q \nw w1tv V /'W W .. _ - L� _ - - 1 • • • • • • 0-0-0 00Y 1109 U 0- 7-, A & '' - - C w ■ • - Y GRAVEL DEM11ON � F, T ■ , • 1 • i • .r I� • ® - . - 1 I DRAIW ■ . 1 s 11.E • • i1 :,�a�� ; ► I- - �i lYLiilYLlllll�� --- ! NZA Ev RIM = 83.95 -w W Pelf W -� IE 8" CONC N = 76.45 UTILITY ENLARGEMENT C305 u CHAIN LIN FENC W - IE 8" CONC E = 76.55 - - - - - -d G � P ASPH \ 0 84 -'S - - .� d - _ = v - - _ - _ - _-� - _ g y 8 SD SD SD SD vSD SD SD SD D 0 SPH S S Simm-mmlip'; _ >_- i&W-a111i -EIIIIIIIIIIIIG -IMEEMS >_ o --- ---GRAVEL Dy -- GRAVEL-----------------�RA1/FI --- RIM = 83.94 C� TC TC _ - s A YANCFSW E ---- ---- ----- IE 6" DI N = 82.34 TC TC Bj�C = _ TC TC _ N: 299899.98- TC TC T _ _ _ _ _ _ TC _ T T 1{� L - - _ - -T IE 4" HDPE NE = 82.44 P II T\oy >E: 1261825.72 CONC l �E I W Rn � FfN E x� vim, ^�� SDCB 7 coN x coNc P IPPROXIMATE LIMIT OF WORK (TYP) 1 P P P z l N: 299956.24 ASPH 1 2" PVC RISER (s) _ _ N: 299931.23 2" GALV RISER (S) Ct� 5' BOARD FENCE r E: 1261881.32 I E 8 TRANSFORMER (S) RIM = 83.84 E. 1261866.25 4' BOARD FENCE IE b U I IE 6" PVC N = 82.04 SDCO 21 o _ BEGIN FRENCH DRAIN # „ I IE 2" HDPE S = 82.14 RIM-84.65 E 3" FINISHED FLOOR = 87.32 / FPI IE 4" HDPE NW = 82.24 RIM = 84.21 I 8" IE OUT=82.10 (N) IE 12" CMP E = 82.46 / IE6"PVC S= 82.56 IE 2" PVC WITH STANDPIPE N = 82.54 Q O W = W I IE TOP OF STANDPIPE = 84.01 1 / I 1 I v o ASPH o AP O 86 0 I I HANDICAP PARKING C/� n NOTES 1. REFER TO C400 SERIES FOR GRADING INFORMATION. 2. ALL DIMENSIONS, NORTHINGS, AND EASTINGS SHOWN FOR DRAINAGE AND UTILITY STRUCTURES ARE MEASURED TO CENTER OF STRUCTURE, UNLESS NOTED OTHERWISE. 3. ALL STORM DRAIN AND SANITARY SEWER PIPE SHALL BE PVC UNLESS NOTED OTHERWISE. 4. EXTENTS OF GRAVEL DETENTION LAYERS ARE DELINEATED BY STRAIGHT LINES THAT RUN PERPENDICULAR AND PARALLEL TO EACH OTHER UNLESS NOTED OTHERWISE. SEE SHEET C300 FOR HORIZONTAL CONTROL OF GRAVEL DETENTION LAYER. 5. PER THE PROJECT GEOTECHNICAL REPORT PREPARED BY LANDAU AND DATED OCTOBER 30, 2019, AND SUPPORTED BY A SUPPLEMENTAL SUMMARY OF WET SEASON GROUNDWATER MONITORING MEMO DATED SEPTEMBER 4, 2020. THE GROUNDWATER ELEVATION IS ASSUMED TO BE 2 FEET BELOW EXISTING GRADE. 6. NOTIFY ENGINEER OF RECORD IF GROUNDWATER IS ENCOUNTERED AT AN ELEVATION HIGHER THAN INDICATED. 7. PIPE BEDDING AND BACKFILL FOR STORM DRAIN AND SANITARY SEWER PIPES SHALL BE PER COE STD DET GU-400. SEE DETAIL 17 ON SHEET C314. 8. ALL WATER PIPE SHALL BE MUNICIPEX W/ TRACER WIRE UNLESS NOTED OTHERWISE. 9. ADJUST ALL EXISTING MANHOLE/CATCH BASIN RIMS, VALVE BOXES AND UTILITY ACCESS STRUCTURES TO FINISH GRADES WITHIN AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. CONTRACTOR SHALL REPLACE LIDS AND VALVE BOXES DAMAGED DURING CONSTRUCTION. 10. STORM DRAINAGE, WATER, AND SANITARY SEWER LINES AND APPURTENANCES SHALL BE LOCATED PER PLAN. CONTRACTOR SHALL LOCATE DRY UTILITIES TO PROVIDE 3 FOOT MINIMUM HORIZONTAL CLEARANCE FROM ALL STORM DRAINAGE, WATER, AND SANITARY SEWER UTILITIES. LEGEND sD SD - Fu FD - sS SS NORTH 0 10 20 40 1 inch = 20 feet • Call 811 two business days before you dig • 0 0 APPROXIMATE LIMIT OF WORK PROPERTY LINE STORM DRAIN FRENCH DRAIN c3i o 19 SLOTTED STORM DRAIN C314 PLANTER UNDERDRAIN � 3 C312 SANITARY SEWER DOMESTIC WATER CONVEYANCE SWALE C310 BUILDING EDGE SHADE STRUCTURE STORM DRAIN CLEANOUT 4 C310 SDCB TYPE 1 16 C313 48" SDCB TYPE 2 C34 13 FLOW ARROW GRAVEL DETENTION LAYER �10 LAWN/PLANTING PER LANDSCAPE PLANS HARDSCAPE PER LANDSCAPE PLANS APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION 0 M 0 z r <�7c. 1 8yv CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: DR\V / PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: STORM DRAINAGE & UTILITY PLAN - SW B 21 CITY OF EDMONDS DEPARTMENT MIM - - - III► - '� /'-� ' ` I w w � • • w • • • � i w w w w w w w w w 1� • w � w • A w • 1� w A ,� 11 w A 1 , � + \ O �I �� II 1 - • • • • • • • •, • • •��•••••v•i��••vl 11 1 - Q r + IIIII • II 0 le • • i • • • • • w • •�� - • • w • _ • _ w _ • �1 • ��V. • l�i •••••�• • - 1� • • • • • • • • • - - �i • w • • • �� • • n • • w • • w • • Wm ••••••_• • • •• • •• • • ••• • • 1• • 'AL AL 40 r• w • • w • • w • : w - - • • •••�'�• -•-•••••••••��I •�• •w• w •wt• w •w ••••� ••Aj••• ••• •w•1w•• • •••1•••A V - . 1 : 11 ALI ■ I .. ••w•w•••••••i••••w•••••w••••w•w••.i,•A/ • • A•w wl�•••• • • • • • • • • • • • • • • • • w • III � I` • o • -u` •• • •_ • �� • � 31 1M OF _ _ • •� •••••••••••1 1 •• ••n, w U a cs �� F-: •� • C • • c A • •r • • CY • • I gay 1 • • • �� • o • • • • w • • • w • • • w • !1 • • • • • • • • • • • • s i 1 71 ►�: l�► • 1� • • a • • w • • • • • • • • i _ _ • � • • • w • 11 • • • • • • ••• 4••i'•• 11 • • 0 • • U w • w • • w !► • • _ • • w i i • i w •SDCB �I o\V 0 TYPE 2-SOLID LID* ••• 11•••11••1!!�• ••�_ •��••••••• •••i C • q • C' Y • • � i • • • • • C w • w• � C • i • • • • • • • • � • • I� w • • 11 1 1 : 1 '� I • • • • • :w • • w • !TI) - , III � • 1 / I _ � sir �' / I . -IC � SEE C200 FOR ADDITIONAL INFORMATION • • • • • _Pr_ 1 _l ��•�,J•�,� i-��0� s+_ �► RJ •,�I•��, �.. C1 � 7) � �1 1 / 1 / 1 1 ]I1u .I �i • ■ ■ 0 016 A Li ; MIA . .. ..................... . . . . . . . . . . . . 85*97 1:.: IL 0 8, DEC 24 0, 11F %III 1:j,F",®r : I • - i I I I I I I I S I ;;t ' W OH OH- 0" Cn Cn SD S , Cn Cn ASPH Cn Cn 19 s 90 ASPH C/) \_Q_ H P & p 0� C TC Cn 92 �93-k'_ 1� �j - 0( U � I �SDMH IE WA TER LLVLL= .17 NO PIPES VISIBLE I -CB RIM = 83.83 IE 6" DI NE = 82.98 Cn I � II o f T"(--I � I I 0 � I I CONCRETE BLOCK RETAINING WALL CB RIM = 84.41 IE WATER LEVEL = 82.11 _ NO PIPES VISIBLE SSMH RIM = 85.81 IE 8" CONC N = 79.96 IE 8" CONC S = 80.01 0 IE12"CIE=80.21 Cn ASPH CB (SOLID LID) S T ��]E RIM = 84.83 WATER LEVEL = 82.03 CD NO PIPES VISIBLE CB RIM = 84.53 �WCD I IE 8" CONC E = 81.83 IE 12" CONC S = 81.63 OH OH cno V I EDMONDS ST I8 MAILBOXES CB (TYPE II) RIM = 86.98 IE 12" CONC N = 81.48 IE6"PVC S= 82.08 NO OTHER PIPES VISIBLE D CB RIM = 86.58 IE 6" DI N = 85.73 U z 0 U BORING HOLE B-4 I SSMH RIM = 89.68 IE 8" CONC N = 81.38 I IE 8" CONC S = 81.48 I MAILBOXES g4 O W"TC I Cn ASPH I�95 Tz 0 C I Cn Cn C/) I I Cn I I Cn I (� I v) I Cn I I Cn Cn C/ NOTES 1. REFER TO C400 SERIES FOR GRADING INFORMATION. 2. ALL DIMENSIONS, NORTHINGS, AND EASTINGS SHOWN FOR DRAINAGE AND UTILITY STRUCTURES ARE MEASURED TO CENTER OF STRUCTURE, UNLESS NOTED OTHERWISE. 3. ALL STORM DRAIN AND SANITARY SEWER PIPE SHALL BE PVC UNLESS NOTED OTHERWISE. 4. EXTENTS OF GRAVEL DETENTION LAYERS ARE DELINEATED BY STRAIGHT LINES THAT RUN PERPENDICULAR AND PARALLEL TO EACH OTHER UNLESS NOTED OTHERWISE. SEE SHEET C300 FOR HORIZONTAL CONTROL OF GRAVEL DETENTION LAYER. 5. PER THE PROJECT GEOTECHNICAL REPORT PREPARED BY LANDAU AND DATED OCTOBER 30, 2019, AND SUPPORTED BY A SUPPLEMENTAL SUMMARY OF WET SEASON GROUNDWATER MONITORING MEMO DATED SEPTEMBER 4, 2020. THE GROUNDWATER ELEVATION IS ASSUMED TO BE 2 FEET BELOW EXISTING GRADE. 6. NOTIFY ENGINEER OF RECORD IF GROUNDWATER IS ENCOUNTERED AT AN ELEVATION HIGHER THAN INDICATED. 7. PIPE BEDDING AND BACKFILL FOR STORM DRAIN AND SANITARY SEWER PIPES SHALL BE PER COE STD DET GU-400. SEE DETAIL 17 ON SHEET C314. 8. ALL WATER PIPE SHALL BE MUNICIPEX W/ TRACER WIRE UNLESS NOTED OTHERWISE. 9. ADJUST ALL EXISTING MANHOLE/CATCH BASIN RIMS, VALVE BOXES AND UTILITY ACCESS STRUCTURES TO FINISH GRADES WITHIN AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. CONTRACTOR SHALL REPLACE LIDS AND VALVE BOXES DAMAGED DURING CONSTRUCTION. 10. STORM DRAINAGE, WATER, AND SANITARY SEWER LINES AND APPURTENANCES SHALL BE LOCATED PER PLAN. CONTRACTOR SHALL LOCATE DRY UTILITIES TO PROVIDE 3 FOOT MINIMUM HORIZONTAL CLEARANCE FROM ALL STORM DRAINAGE, WATER, AND SANITARY SEWER UTILITIES. LEGEND APPROXIMATE LIMIT OF WORK - - - - PROPERTY LINE SD STORM DRAIN 2 >>>- CONVEYANCE SWALE IN C310 48" FCMH 16 0 SDCB TYPE 1 C313 ®� 1 48" SDCB TYPE 2 4 C313 FLOW ARROW Call 811 a two business days before you dig 0 0 0 0 0 o GRAVEL DETENTION LAYER 1 0 0 0 C310 LAWN/PLANTING PER LANDSCAPE PLANS HARDSCAPE PER LANDSCAPE PLANS NORTH 0 10 20 40 1 inch = 20 feet APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION 0 m 0 z r C. 18y� CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER � MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: DR\V / PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: STORM DRAINAGE & UTILITY PLAN - SE 3u; 4�o2l CITY OF EDMONDS DEPARTMENT 2 STORM DRAINAGE a C320 PROFILE #2 IV SHADE STRUCTURE...'' ' - .. r �� .I .. '.... . 20 ::.'. SSCO #1 � C315 a RK G :E.::: N: 300063.84.:.::.'.'.:.:.' E: 1261729.59 :ROOF DRAIN POCK : d 6" IE=80.36J--•� N: 300.063.08 ' E: 1261724.080: SDCO #38, '.'.'.'.'.'. N: 300063.39..'.' E: 1261710.87' •' •' SDCB #4: .••• 300060 85.':':': E: 1261729.51. : ... SDCO #39.... : R. I. �I _ - U IM-83.1f5.:.' ' x � SPH 03 N: 300037.15..•.' 3 E: 1261710.30 .12 BEGIN FRENCH DRAIN•••••,• C310 _::. :ING SEE NOTE 10... . vim• '.I.:x:'�•� 4. n' N: 300029.17 - E: 1261710.10 SDCO #9. 2 N: 300007.24 5 E: 1261694.4114"\/ . . ,�... C316 FIRE HYDRANT,!.•:. W/ THRUSTS: BLOCK PER.o: COE STD'....... ^...:. x '.' .v �RKI W DET WA-150.- . �....... `. ..... ..:N: .. . :''':..:..........: :: .:... ... ........ .............. :� ........ :' 2" WATER FEATURE ......... :..:..' .. .......... .. SS POC' o ;�.......... ......... N: 300071.47: 1 .... . IE=77.42 :\ GRADE BEAM E: 1261827.44'.' ... N SEE STRUCTURAL ..'.'.'.'.'1/2 DRINKING FOUNTATION POC:. �� 1 g3........ ......�....... .. .................... v' ..........' N : ... • '. ... €�. - -'� = - = �'- DRINKING FOUNTAIN J ,�:.:.:. N: 300079.60'.'.'.'.'.'.'.'.. . N: 300062.66 .I ..... . �............ N . �.. E: 1261782.42 DRAIN .�. .-.E: 1261777.94 N: 300062.46 .I'..:.:.:.:............'..'.'1.�.................:... » 'Al., 6' MIN LENGTH V. -A''',' 6 SS POC :.:.;. :• • • FOUNDATION DRAIN POC E: 1261791.20 . .. .... ...... ... I..I .. ....... . ss...:.I. ss.'.•.'..... • I• .I • » PUMP BACKWASH DRAIN IE=81.57 :.:.:. Lam. ..... :I: 4 IE=79.30 .. • '• �.. I'. L'.'. „ '.. �.:�:. ..... V. II. .I ..................... N: 300062.68-.. '.'.'.'.'.I I' SEE C340 FOR 6 IE=78.00 N: 300063.65 N: 300065.75 " E: 1261780.50;.. :•:•:•:•� :F:: CONTINUATION N: 300065.35 E: 1261827.22 ff .. • •'• • ... . • .'. l' :.':'.E: 1261734.14 :ROOF DRAIN POC::•:• :.'l'.r.:. RESTROOM 90° BEND �; » 6" IE=79.34 • • :.: •'I'.I.. E: 1261796.27 �. I .' ).. (1) 2 90 BEND ... BUILDING •9P•• - - •" - i` 2" DOMESTIC WATER POC Jam' ....... . :�...... ..... N: 300061.68 ........ ..... • ' ... w w E: 1261825.87 �.... ROOF DRAIN POC b _ 6" 8 . .................... �- so . r® N: 300056.25 N: 300064.57 N: 300064.35 _ E: 1261786.09 ./ E: 1261796.24 .... : E: 1261775.90 . :..::: » N: 300058 58 ,, .. - SSCO ,� ,� (1) 1 /2 x2 TEE (1) 1 /2 x2 TEE ,� E: 1261829.30 j I E DI: IE-77.57.8. 7'.SD .. ...... .. .. . SDCB 36 24 N: 300058.27 ° C316 E: 1261785.95 3 N: 300051.82 ... ?... l...,. .. 1/2" DCV .35 .......... ... . E• 1 261815 N: 300052.52. •� .� N: 300039.45, �, .... 20 \ ...RIM=84.01 8 , SSCO #2 C315 E: 1261784.84 E: 1261815.01 6" IE - - SDCO #30 .. �3 SDCO #32 IN 82.10 (S) .. .. . .. SS 0 6" IE . .. .. 6" IE OUT RIM=84.16 6" IE OUT RIM=84.03 -6" IE _ IN 8210 W • =82.25 (E) ..... =82.16 (N) ....: U........ OUT=82.10 (E) ... �. v ss ss ss ss..... s �s .. ss. s........ ss. ss �s. ss . ss.. s� s� s ss .. ......... N: 300055.92 ........ wv _. w.... w E: 1261791.05 J. ..... . CONNECT TO EX SEWER SSCO \.. N; 300035.66 PROTECT EX SS STUB. SEE NOTE 1. 3 N: 300036.93 E: 1261792.77 N. 300030.01 IE=77.87 .. . SDCO #31 E: 1261826.66 ::. ...... - IL E: 1261775.47 . - _ » �. N: 300028.93 » _ RIM 84.13 1/2 HOSE BIB POC . . .. x . ... IE (10 )=77.18 . 6" IE OUT=82.29 (N) .:: I I .� E: 1261771.96 ..... N: 300027.73 1: . o:: » u �.. ...... (1) 1/2 90 BEND. 3 .. �, N: 300028.64 E. 1261826.58 G HOLE: B-2 SSMH D0+ 6 E: 1261785.28 1 1 2" 90' BEND RIM 82 (1) 1/2 x1/2 TEE . IE 8" VC 0 T(E) 4. 73 • .... VC 0 T W - 74.63 ... ... . ... w w l . �. • g 7 � � � E: 1261827.82 � ..................... E: 1261771.39 ........ SDCB #31.. ... . (1) 1 /2"x 1 /2" TEE-.. SD SD ---SD .. SD.. .. N: 300004.41 �..� ... ... .. . .. 3 E: 1261709.54 0 N, 299995.34 BEGIN CH DRAIN . • .. • • �� E: 1261712.33 .v .� N: 299994.28 . C310 SDCO 13 E: 1261759.32 N: 3 00004.45. �:�:•� • ••�:.:.:. 11 # � RIM=83.14 SDCO #16 .. E: 1261721.05 . :: :•:......... .. . . �.. _ 6" IE OUT=81.40 (E) . RIM=83.87 . . . ... 1 2" HOSE BIB POC: : r II / o II 6 IE IN=81.17 (W) 0. . : . • • • .'. ..'. ' `'' N: 299972.37 � � .� 6" IE OUT=81.17 E N: 299986.22:':. �..... E: 1261716.82 .� .� N: 299960.88 SDCO #14 PLANTER 13 ... E: 1261782.75 . �. . E: 1261709.13 ':' :: :.... .� .� � \/ UNDERDRAIN ... . . SDCB 34 ..............'.' :.. P T�1I I�Q C�% RIM=83.21 I C312 SDCO 28 .......... 6 IE OUT=81.50 (N) . (TYP) 3 . RIM=82.96 IM- . i i 6" IE 6 IE OUT=79.76 (S) o �'• ...I :...:: PROTECT EX SD .� =82.09 (E) •v : OUT U.. X SD �� SD'.'.'. '.. SQ.... S D.... SD... SD .. >D SD.. '.'.'.'SD SD _� SD SD SD SD SD - o x... N: 299966.17 - - 3 .v .�• .� .� .� \.b �. ...:.: E: 1261708.67 N: 299975.99 . E: 1261746.79 N: 299960.04. \A....o.... PLANTER :' ' :: :.: :':':' SDCB #5 .:.. ...:.......... E: 1261820.25 ____�...... .Ink 0 SDCO #15 ... L. 13 UNDERDRAIN :::::•:.:.. RIM=82.95 ....... {{ ! . � . SDCO #40 ... . I..... 10" IE IN=79.56 (E) . ......... RIM=83.68 \. :..3... RIM-83.92 C312 (TVDN r_ ..........?�.... p. - STORM DRAINAGE &UTILITY ENLARGEMENT SCALE 1" = 10' NOTES 1. CONTRACTOR TO FIELD LOCATE EXISTING SEWER STUB CONNECTION INSTALLED AS PART OF THE CITY OF EDMONDS SEWER REPLACEMENT PROJECT. SEWER INVERTS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED. MINIMUM SLOPE ON PROPOSED SIDE SEWER SHALL BE 2%. 2. REFER TO C400 SERIES FOR GRADING INFORMATION. 3. ALL DIMENSIONS, NORTHINGS, AND EASTINGS SHOWN FOR DRAINAGE AND UTILITY STRUCTURES ARE MEASURED TO CENTER OF STRUCTURE, UNLESS NOTED OTHERWISE. 4. ALL STORM DRAIN AND SANITARY SEWER PIPE SHALL BE PVC UNLESS NOTED OTHERWISE. 5. EXTENTS OF GRAVEL DETENTION LAYERS ARE DELINEATED BY STRAIGHT LINES THAT RUN PERPENDICULAR AND PARALLEL TO EACH OTHER UNLESS NOTED OTHERWISE. SEE SHEET C300 FOR HORIZONTAL CONTROL OF GRAVEL DETENTION LAYER. 5. PER THE PROJECT GEOTECHNICAL REPORT PREPARED BY LANDAU AND DATED OCTOBER 30, 2019, AND SUPPORTED BY A SUPPLEMENTAL SUMMARY OF WET SEASON GROUNDWATER MONITORING MEMO DATED SEPTEMBER 4, 2020. THE GROUNDWATER ELEVATION IS ASSUMED TO BE 2 FEET BELOW EXISTING GRADE. 6. NOTIFY ENGINEER OF RECORD IF GROUNDWATER IS ENCOUNTERED AT AN ELEVATION HIGHER THAN INDICATED. 7. PIPE BEDDING AND BACKFILL FOR STORM DRAIN AND SANITARY SEWER PIPES SHALL BE PER COE STD DET GU-400. SEE DETAIL 17 ON SHEET C314. 9. ALL WATER PIPE SHALL BE MUNICIPEX W/ TRACER WIRE UNLESS NOTED OTHERWISE. 10. ADJUST ALL EXISTING MANHOLE/CATCH BASIN RIMS, VALVE BOXES AND UTILITY ACCESS STRUCTURES TO FINISH GRADES WITHIN AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. CONTRACTOR SHALL REPLACE LIDS AND VALVE BOXES DAMAGED DURING CONSTRUCTION. 11. STORM DRAINAGE, WATER, AND SANITARY SEWER LINES AND APPURTENANCES SHALL BE LOCATED PER PLAN. CONTRACTOR SHALL LOCATE DRY UTILITIES TO PROVIDE 3 FOOT MINIMUM HORIZONTAL CLEARANCE FROM ALL STORM DRAINAGE, WATER, AND SANITARY SEWER UTILITIES. Call 811 a two business days before you dig NORTH 0 5 10 20 1 inch = 10 feet APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: CITY ENGINEERING DIVISION <�7c. 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282 •04 DRAWN BY: CIVII REVIEWED BY: DR\ / PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: STORM DRAINAGE & UTILITY ENLARGEMENTS a�aB21 CITY OF EDMONDS DEPARTMENT ADD ALTERNATE #3 STORM DRAINAGE &UTILITY ENLARGEMENT SCALE 1$$ = 10$ 2 C301 Call 811 a two business days before you dig NORTH (1) 0 5 10 20 1 inch = 10 feet APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: CITY ENGINEERING DIVISION <�7c. 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CMI REVIEWED BY: DR\ / PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: ADD ALTERNATE STORM DRAINAGE & UTILITY ENLAGEMENTS ca♦. B 21 CITY OF EDMONDS DEPARTMENT COMPACTED SUBGRADE BOTTOM OF GRAVEL SEE PLAN GEOTEXTILE FOR GRAVEL DETENTION LAYER. MIRAFI 140N OR APPROVED EQUAL. LAP MINIMUM 12". TOP OF GRAVEL SEE SECTIONS FINISHED GRADE TOP OF LIVE STORAGE TOP SOIL OR SPORT GRAVEL DETENTION COURT SURFACING LAYER DRAIN ROCK PER LANDSCAPE 8" SLOTTED PVC UNDERDRAIN PIPE 19 IE = BOTTOM OF LIVE STORAGE k,,�14 Z O O�O�'� O O�/\\i/\\i/ N 0 0 0 o O o o o\/\/\/\i w Do 0 Do 0 Dom 0 0, a \ \\ \\ \\ / O o0 00 0 000 0 \ 77, 6" MIN ABOVE SEASONAL HIGH GROUNDWATER TABLE OR HYDRAULICALLY RESTRICTIVE LAYER (ELEVATION PROVIDED BY GEOTECHNICAL ENGINEER). GRAVEL DETENTION LAYER TSW PE VARIFR CONVEYANCE SWALE NTS C301,C302`,C30 ,C304 NTS 2� CAST IRON FRAME C315 AND COVER d d a .A Q. A .a . 12" 0 FIBER JOINT PACKING PIPE MATERIAL SAME AS SPECIFIED FOR STORM DRAIN 45° ELBOW OR WYE, AS REQUIRED FOR PIPE EXTENSION STORM DRAIN CLEANOUT NTS END OF PIPE GRIPPER PLUG; CHERNE 27061 OR APPROVED EQUAL 450 ELBOW C301,C302`C303 ,C340 8" IE IN=74 JTING PER )SCAPE =R PLAN C301,C302`,C303 ,C304 RIM=80.10 SLOPE MANHOLE LID WITH FINISHED GRAD6ERFLOW ELEV=78.58 FLOW CONTROL MANHOLE #1 NTS FLOW CONTROL �13 STRUCTURE CATCH BASIN 14 TYPE 2 �13 MODIFIED WITH RING AND COVER INSET INTO TOP SLAB 8" IE OUT=75.08 1/2"0 ORIFICE ELEV=74.08 5 C301 PAVEMENT OR WALL PER PLAN I N C A /\ 77 000 24" 18" FRENCH DRAIN 2% \d \J \, I / _ .. I , 1 % 1 % LANDSCAPE SEE PLAN >/S CONSTRUCTION OR DRAINAGE � ��4\\" \BACIiFILL FOR DRYWELLS �� FIIN ALL SIDES PIPE SIZE AND IE PER PLAN SLOPE @ 0.5% MIN. SEE NOTE 1. CAP OR SWEEP UP TO CLEAN -OUT; DO NOT LEAVE OPEN 6" MIN ABOVE SEASONAL HIGH GROU OR HYDRAULICALLY RESTRICTIVE LAYER (ELEVATION PROVIDED BY GEOTECHNICAL ENGINEER). NOTES: 1. ONLY PROVIDE 10 LF OF SLOTTED UNDERDRAIN PIPE AT THE DOWNSTREAM END OF FRENCH DRAIN. 2. NO PORTION OF THIS TRENCH MAY BE PLACED WITHIN THE WATER TABLE; IF WATER TABLE IS FOUND WITHIN THE LIMITS OF TRENCH, CONTRACTOR SHALL CONTACT CITY PROJECT MANAGER FOR FURTHER DIRECTION. TRENCH MUST BE MODIFIED TO REMAIN ABOVE WATER TABLE OR ABANDONED ALL TOGETHER. FRENCH DRAIN 3 NTS C301,C303 RIM=80.31 SLOPE MANHOLE LID WITH FINISHED GRADE. OVERFLOW ELEV=79.14 FLOW CONTROL � 5 STRUCTURE �13 CATCH BASIN TYPE 2 rl '4 MODIFIED WITH RING �13 AND COVER INSET INTO TOP SLAB 8" IE OUT=75.64 1 /2"0 ORIFICE ELEV=74.64 FLOW CONTROL MANHOLE #2 Call 811 • a two business days before you dig NTS 6 C301 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION "oC. 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKED MANY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: DR`V , PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: STORM DRAINAGE & UTILITY DETAILS C 3 6 M r U021 CITY OF EDMONDS DEPARTMENT G 00 0000000000000�0000000000000 o°o°o°o°o°o°o°o°o°o°o°o°o° °O°O°O°O O O O°O°O°O°O°O°O ° ° ° ° ° ° ° ° INSTALL PUSH -ON ° ° $ F 8" SLOTTED 19 O ° CAP, BOTH ENDS O°°°°° 00°STORM DRAIN C314 0° 000000 O O O O c�o% — 00< O�O�O O°O° O°O°O O°. °OO ° O O O°O°O° RIM=85.18 O O O O O O O O O O O OVERFLOW 67 °O°O°O° o O°O °O°O°O°O°O°O RIM=85.10 t O O O O O O O O O O O •' "a O O O O O O O O O O O �� — — — — — : .:...:', ••,.::' ::. OVERFLOW '° FLOW CONTROL 15 ELEV=83.60 O O O O O O O O O O O •'= O O O O O O O O O O O O 4:.: 4: STRUCTURE C313 — — — — — % '" '.�` . O O O O O O O O O O O FLOW CONTROLrl5O O O O O O O O O O O O :. :. STRUCTURE �13 EDGE OF GRAVEL .:. ; Z DETENTION LAYER SOLID PIPE PENETRATION „ THROUGH GEOTEXTILE FOR 8 STORM DRAIN PER PLAN GRAVEL DETENTION LAYER A 8" IE OUT=81.17 8" IE OUT=82.10 8" IE IN=80.69 " 8" IE IN=81.09 :•:, 1/2 ORIFICE ` • a " d :• . •:• ELEV=80.17 "''• 1 2 ORIFICE :::.:.:.:.........:':';::::..;.;.;.......;';';';:. ::::.;.;.;...... / GRAVEL DETENTION ............ d ... ELEV=81.10 LAYER PER PLAN . :::::::::::::.::....... .............. ...... ................................... ti rl 4 CATCH BASIN �13 O / TYPE 2 '� CATCH BASIN rl 4 MODIFIED WITH RING C313 O O O O O O O O O \ ;. TYPE • AND COVER CAST MODIFIED WITH RINGOOO\\� INTO TOP SLAB AND COVER CAST INTO TOP SLAB IE PER PLAN SECTION A -A NTS FLOW CONTROL MANHOLE J3 FLOW CONTROL MANHOLE J4 8 GRAVEL DETENTION LAYER INLET Q NTS �12 NTS C304`,C32 NTS C301,C`4,C320 FINISHED GRADE 24" GRAVEL TRENCH "" 0 • 0 0• 0 0 0 0 0 o 0 O o \ °. O o° ° O o° ° O o° o o° o o° 0 00 0 00 0 00 0 00 0 00 o 0 \\ 0 0 00 0 0 00 0 0 00 0 0 00 ° 0 0 0 00 0 0 0 / 0.00 00000.00 PIPE 0 000 -00 00 /\\ 0° O. 0 .0 ° . O0 o O 00 000 000.o0 0.000 o0// O 00 .0 0° O 00 0 0 00 .0 00 .0 0 \ 0 0 0 00 0 0 00 0 0 00 00 0 0 00 0 \ 0 00 a 0 0 0 00 0 0 9° 0 0 3 00 4" PERFORATED DRAIN PIPE. CENTER HORIZONTALLY IN TRENCH. SEE PLAN FOR INVERT ELEVATION. WASHED ROCK " — 1 y„ DRINKING FOUNTAIN DRAIN NTS NON —WOVEN CONSTRUCTION GEOTEXTILE FOR DRAINAGE COMPACTED SUBGRADE C302,C303 SDCB #14 -MODIFIED BASE NTS 11 C301 ALL SITE RETAINING WALLS SHALL INCLUDE A RETAINING WALL DRAIN UNLESS NOTED OTHERWISE ON THE PLANS. SLOPE a. v d p d � �da a d a. v d a d d 0 ad a TOPSOIL AND SURFACING PER LANDSCAPE . a 0 0 0 00 0 0 d 0 0 0 ° 0 '0 ° a 0 00 0 0 00 ° 0 0 O 0 0 00 0 0 00 ° . _Q. d 0 .0 0 0 00 .0 0 d ' O o 0 00 0 0 00 0 .a 0 00 0 0 00 , a000'0> a. d 00000c ad O 0 0 00 0 0 00 0 0 c ° 0 0 0 o 0 0 0 � GRAVEL BACKFILL a 0 0 0 00 0 ' ° ° 0 FOR WALLS 4 00 0 �0 ° � d 0 O , 0 ° ° O 0 0 00 0 00 0O o d 0 0 0 d. O o 0 00 ° d G d d 0o 0 0 00 0 0 r. 0 11 , .. 1 MIN-2 MAX NON —WOVEN CONSTRUCTION GEOTEXTILE FOR DRAINAGE °. d O . o O . o ° . 0 000 0 00 0 00 0 00 d O• 0 00 .0 00 • 0 00 • o ° -0 oo -0 *0 -0 '0 GRAVEL BACKFILL 00 FOR DRAINS 0 o . d o oO . o 0 00 • 0 00 a 0• o 00 .0.0., 00010 0. 000 O . o 0O . 00 • 0 000.o'o.000 000 -. 0. o 0o.000.00 0 o 00 . o 00 . 0 00 . 0 p. 0 0 0. 0 *00 .0. 4" PERFORATED DRAIN PIPE RETAINING WALL DRAIN Call 811 a two business days before you dig NTS C306,C400 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION `nc. 1 s9v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282, 04 DRAWN BY: cmi REVIEWED BY: DR\ / PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: STORM DRAINAGE & UTILITY DETAILS C311 PLANTING SOIL - (SEE LANDSCAPE) \\\/\\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ < GEOTEXTILE FOR SEPARATION SLOTTED DRAIN - PIPE MIN I.E. = 81.0 CAP OR SWEEP UP TO CLEAN -OUT; DO NOT LEAVE OPEN �/�\/ X/, �//\ / 5 GRAVEL BACKFILL FOR DRAINS. 6" MIN ON ALL SIDES OF PIPE. NO PORTION OF THIS DETAIL MAY BE PLACED WITHIN THE WATER TABLE; IF WATER TABLE IS FOUND WITHIN THE LIMITS OF TRENCH, CONTRACTOR SHALL CONTACT CITY PROJECT MANAGER FOR FURTHER DIRECTION. DETAIL MUST BE MODIFIED TO REMAIN ABOVE WATER TABLE OR ABANDONED ALL TOGETHER. PLANTER UNDERDRAIN NTS C302`C306 12" TYP VARIABLE INVERT HEIGHT (SEE PLAN) AREA DRAIN NTS 3.75" INLET/OUTLET. SIZE PER PLAN 26 C302 Call 811 • a two business days before you dig APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION 1 0 V m 0 z r <�7c. 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: DR` , PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: STORM DRAINAGE & UTILITY DETAILS 3*qJB MIr 021 CITY OF EDMONDS DEPARTMENT 8" MIN- 18" MAX TOP SLAB a° 20"x24" OR °a a° 24" DIA a12" (TYP) 48", 54", 60", 72" OR 96" N a II POLYPROPYLENE SAFETY STEP 12" O.C. (TYP) = I I (SEE NOTE 6) .a . Q °. � a 2'-0" MIN 1 "-4" MAX < a RING AND COVER PER COE STD DTL GU-420 FOR CURB AND SPLASH LINE ONLY: FRAME AND GRATE PER COE STD DTL SD-320 SERIES HANDHOLDS (2) SEE COE STD DTL GU-423 6" MAX STEPS OR LADDER ORIENT SO THAT THEY ARE NOT ABOVE PIPE — SAND COLLAR OR KOR—N—SEAL AROUND PIPE PRECAST BASE AND INTEGRAL RISER NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). 2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN CLEARANCE. 3. APPLY NON —SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, PICK HOLES, RISERS AND FRAMES. ALL PRECAST CONCRETE SHALL BE CLASS 4000. 4. KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAX HOLE SIZE SHALL BE 36" FOR 48" CATCH BASIN, 42" FOR 54" CB, 48" FOR 60" CB, 60" FOR 72" CB, 84" FOR 96" CB. MIN DISTANCE BETWEEN HOLES SHALL BE 8" FOR 48", 54", AND 60" CB; 12" FOR 72" AND 96" CB. 5. CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC 7.05 OF THE WSDOT STANDARD SPECIFICATIONS. 6. STEP AND LADDER MAY BE USED IN LIEU OF POLYPROPYLENE SAFETY STEPS. SEE COE STD DTL GU-423. `St. 18y" REVISION DATE CITY OF EDMONDS CATCH BASIN, TYPEj OCTOBER 2018 48", 54", 60",PUBLIC WORKS 72", & 96"STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S D— 3 0 0 CATCH BASIN TYPE 2 NTS C301—C30`4,C31 O,C311 FLOW CONTROL �I 4.5" — — STRUCTURE PVC PIPE* NON —SHRINK GROUT 1'-0" MAX CONTROL DEVICE ASSEMBLY TO BE COUPLING PVC PIPE ; REMOVABLE FROM (OPTIONAL) STUB* INSIDE THE FCS T— �r — SET SCREW TO PREVENT ROTATION —] _ JL _ INVERT* GASKET (TYP) ' PVC PIPE < PVC ADAPTER* W/ a ° CROSS* o to DOUBLE GASKET I I AND ADHESIVE BONDED SAND FINISH ON EXTERIOR. MIN 7" LONG DRILLED ORIFICE IN PVC INSIDE CAULK SPACE BETWEEN CAP PLUG PVC ADAPTER AND PIPE STUB CONNECTION Sc CONTROL DEVICE ORIFICE DIAMETER* DETAIL A CONNECTION AND 0' `LADDER OR HAND HOLDS CONTROL DEVICE I / POLYPROPYLENE (SEE DETAIL A) OUTLET PIPE ALLOWABLE OUTLET LOCATION - (180' to 315') FINISHED GRADE V—NOTCH WEIR AS NEEDED* OVERFLOW ELEV* SUPPORT (2 REQ'D) CL fCATCH BASIN TYPE II PER COE STD DTL I SD-300 1" 6"—MIN , ADDITIONAL ORIFICE AS NEEDED* r INVERT* 1'-0" MIN 1'-6" MAX CONTROL DEVICE (I T e I SEE DETAIL A N DETENTION PIPE (LENGTH, DIAMETER, DIAMETER* MATERIAL TYPE)* EL* PVC PIPE* TEE* SPOOL* i f /_ ELBOW* I DRILLED ORIFICE DIA* PVC INSIDE CAP PLUG* CINCH ANCHOR WIRE ROPE 'CLIP (SS) DEFORMED 3/8" STEEL ROD (SS OR a + ALUMINUM) LENGTH TO FIT 4. PVC PIPE & CROSS FLOW CONTROL STRUCTURE PIPE SUPPORT DETAIL B FLOW CONTROL STRUCTURE SHOWN W/ TYPE 2 CATCH BASIN (DETAILS A & B SHALL APPLY TO ALL DESIGNS NOTES: WHERE A SHEAR GATE WOULD OTHERWISE APPLY) * SPECIFIC DESIGN INFORMATION AS INDICATED ON APPROVED CONSTRUCTION DRAWINGS. INVERT OF DETENTION PIPE IN STRUCTURE SHALL BE EQUAL TO OR HIGHER THAN THE INVERT OF THE OUTLET PIPE. PRIVATELY —OWNED CONTROL STRUCTURES SHALL NOT BE PLACED IN CITY RIGHT—OF—WAY. `St. 18y" REVISION DATE CITY OF EDMONDS FLOW CONTROL JANUARY 2018 STRUCTURE PUBLIC WORKS (FCS) STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S D — 3 01 FLOW CONTROL STRUCTURE NTS C31`C311 SEE APPLICABLE STANDARD DETAILS FRAME AND GRATE PROFILE WALL PVC 15" 5 A Sry 3O, �� Zb` * CORRUGATED POLYETHYLENE S� STORM SEWER PIPE 5 \2", 4", 6", OR 12" T NOTES: RISER SECTION 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FOOT FABRI MAY VBE USEDN WELDED WIRE AREA OF 1 FABRICASHAILL NCHES COMPLY PER ?21 TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. � 41 3. APPLY NON —SHRINK GROUT TO INSIDE AND OUTSIDE OF bc ° ALL JOINTS, RINGS, RISERS AND FRAMES. 4. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX / DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. N 5. THE MAX DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5'-0". 6. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. ° 7. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL BE FINISHED TO ASSURE NON —ROCKING FIT WITH ANY COVER POSITION. (MEASUREMENT AT THE TOP OF THE BASE) 8. VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2" PRECAST BASE SECTION FROM VERTICAL EDGE OF CATCH BASIN WALL. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN TYPE I APPROVED BY: R. ENGLISH CATCH BASIN TYPE 1 L Call 811 two business days before you dig NTS REVISION DATE JANUARY 2018 STANDARD D ETAI L SD-303 C30`�4 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION <�7c. 1 S9V CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04` , DRAWN BY: CM REVIEWED BY: DR PHASE: PERMIT SET ISSUE DATE: 03/ REVISIONS CITY OF EDMONDS STORM DRAINAGE & UTILITY DETAILS C 3 6 M r 31o2l CITY OF EDMONDS DEPARTMENT o w 0 0 LLJ 0 cal 6" MIN z 0 w a10 6" MIN 8" MIN 1--- --1 8" MIN NOTE 1 SEE COE STD DTL GU-410 BEDDING MATERIAL (5/8" MINUS) CRUSHED PER COE MOD 9-03.16.A.2 OR SUITABLE EXCAVATED MATERIAL AS APPROVED BY CITY ENGINEER (SEE NOTE 2 BELOW) FOUNDATION (IF REQUIRED) SEE NOTE 4 NOTES: 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE • 36" FOR PIPE UP TO AND INCLUDING 12" DIAMETER • O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER 2. REFER TO CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. 3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557. 4. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED BY CITY ENGINEER. `St. 18yv REVISION DATE CITY OF EDMONDS JANUARY 2018 TYPICAL TRENCH SECTION PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH G U — 40 0 TYPICAL TRENCH SECTION NTS C300—C304 FINAL JOINT SHALL BE A NEAT STRAIGHT HMA CLASS 1/2" LINE. ALL EXPOSED VERTICAL EDGES SHALL PG 64-22 BE TACKED NEATLY PER WSDOT STANDARD (SEE NOTES 4 & 5) 1 SPECIFICATIONS 5-04.3(5)A APPROVED TACK —i OR APPROVED EQUAL AND SEALED PER � WSDOT STD 5-04.3(5)C. SLOPE EXCAVATION TO AVOID UNDERMINING EXISTING PAVEMENT. 1 :...............................................................::::.:::::::::. EXISTING.......................................................................... HMA....'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.... . EXISTING /\//\// ' � ° � aQ � • • /\//\//\/ MATERIAL\\/\\/\\ CRUSHED SURFACE BASE IMPORT OR NATIVE MATERIAL COURSE PER WSDOT STD BACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DENSITY SPEC 9-03.9(3) (SEE NOTE 2) (SEE NOTE 3) TRENCH WIDTH 1. SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR BACKFILLING REQUIREMENTS. 2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL MEETS A MINIMUM OF 95% DENSITY PER ASTM D 1557. 3. CSBC DEPTH SHALL BE A MINIMUM 6" OR MATCH EXISTING WHICHEVER IS GREATER. WHEN MATCHING EXISTING CSBC DEPTH GREATER THEN 6", THEN CSBC SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 6". 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 4" SHALL MATCH EXISTING. 5. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 2" SHALL MATCH EXISTING. 6. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2". 7. FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNIFORMILY SEALED WITH WSDOT STANDARD SPECIFICATIONS 5-04.3(5)C APPROVED JOINT SEALANT OR APPROVED EQUAL. `St. 1B CITY OF EDMONDS PUBLIC WORKS DEPARTMENT REVISION DATE TYPICAL HMA AND JANUARY 2018 UTILITY PATCH STANDARD DETAIL APPROVED BY: R. ENGLISH G U — 41 0 TYPICAL HMA &UTILITY PATCH NTS C301,C302 "'S t . 18`6" SLOTTED PVC UNDERDRAIN PIPE, SEE NOTE 1 NOTES: 1. SLOTTED PVC UNDERDRAIN PIPE SHALL BE SDR 21, CLASS 200 PVC PIPE (ASTM D2241) OR SCH 40 PVC PIPE (ASTM D 1785). 2. SLOT DIMENSIONS ARE 0.04" TO 0.069" WIDE X 1.00" LONG SPACED ALONG PIPE AT 0.25" ON CENTER. 3. UNDERDRAIN PIPE SHALL BE 4" MINIMUM DIAMETER (PRIVATE), 8" MINIMUM DIAMETER (PUBLIC). CITY OF EDMONDS PUBLIC WORKS DEPARTMENT SLOTTED PVC UNDERDRAIN PIPE APPROVED BY: R. ENGLISH SLOTTED STORM DRAIN L Call 811 two business days before you dig NTS SLOTS (TYP), SEE NOTE 2 REVISION DATE DECEMBER 2017 STANDARD DETAIL SD-618 C301—C30`3'c31 O,C311 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION <�7c. 1 gyv CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: DR` , PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: CITY OF EDMONDS STORM DRAINAGE & UTILITY DETAILS 6 3mtr 4o2l CITY OF EDMONDS DEPARTMENT RESIDENCE I 1 2' ' CLEANOUT (MAX) (TYP) n :. J w � D_ w a CLEANOUT o N WITH 45' BEND AND CAP NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND CONCRETE LEVELING COLLAR 12"t r- FINISHED GRADE WATER TIGHT CAP 45- RISER / 45' 4" OR 6" SIDE SEWER GENERAL CLEANOUT DETAIL 12" LOCKING COVER SEE NOTE 3 z w LEVELING COLLAR j 0 w Naf SEE NOTE 4 /,-ASPHALT IiJ SURFACE �1 FOOT LONG 12" PVC SLEEVE 6" RISER END OF PIPE GRIPPER PLUG (CHERNE 270261 OR APPROVED EQUAL) TYPICAL CLEANOUT UNDER ASPHALT OR CONCRETE `S1. 18y" z w 0_ 0 12" LOCKING COVER SEE NOTE 3 a w 0 END OF PIPER GRIPPER PLUG j (CHERNE 27061 OR APPROVED Y EQUAL) D_ 0 LEVELING COLLAR - SEE NOTE 4 12" PVC SLEEVE J 6" RISER 6" WYE AND [-6" CITY STUB 45' BEND 4" OR 6" J SIDE SEWER CLEANOUT DETAIL AT PROPERTY LINE/CITY EASEMENT NOTES: 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS PRODUCT #00366102 STAR PIPE COSP48L OR APPROVED EQUAL. 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: • IN ROADWAYS PER COE STD DWG GU-424 • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP CONCRETE COLLAR CITY OF EDMONDS SEWER CLEANOUT DETAILS PUBLIC WORKS DEPARTMENT APPROVED BY: R. ENGLISH SEWER CLEANOUT NTS REVISION DATE JANUARY 2018 STANDARD DETAIL SS-200 C303,C`305,C310 PROPERTY GROUND/ROADWAY/FINISH GRADE LINE O GROUND/ROADWAY DRILL HOLE FOR LOCATOR WIRE. PROVIDE 12" MIN OF WIRE IN VALVE BOX oil 0 II o P II II II N II E L R L c O E M B D H H D Q 22' MAX* N A * SERVICE TAP TO MAIN SHALL BE ANGLED AND NOT EXCEED 22 DEGREES MATERIAL LIST: CA 2" (IP TAP) DOUBLE STRAP SADDLE EQUAL TO JO WHEN REPLACING EXISTING SERVICES: ROMAC STYLE 202'S EQUAL TO FORD VB887-12HB-1177 BO 2" BRASS IP BALL CORP WHEN PLACING NEW SERVICES (HIGH BYPASS): EQUAL TO FORD VBH87-12HB-1177 CO 2 - 2" BRASS STREET ELLS FOR SWING JOINT KO METER BOX ARMORCAST A600164OPCX18, WITH ARMORCAST LID A6001947TRC1-H7 OR APPROVED DC REHAU MUNICIPEX PIPE (2") WITH STAINLESS STEEL INSERT EQUAL STRAIGHT WALL POLYMER BOX (NO MOUSEHOLES) WITH 20K COVER WITH HINGED CI EO 2" MIPT X CTS GRIP FITTING READER FC TRACER WIRE: #12 AWG, SOLID COPPER CLAD STEEL, HDPE O 2" BRASS PIPE (L.T.F) COATED. CONNECTION AT THE METER SETTER SHALL BE MADE WITH AN ALL STAINLESS STEEL HOSE CLAMP. MO SCHEDULE 40 2" PVC CAP OR PLUG REMOVED CONNECTION AT MAIN LINE WIRE SHALL BE MADE WITH A WHEN CONNECTION MADE TO CUSTOMER SPLIT -BOLT CONNECTOR. STRIP COATING PRIOR TO CONNECTION. WRAP WIRE AROUND PIPE. NO 4"x4"x8" CONCRETE BLOCK SUPPORTS GC BACK SIDE OF METER BOX SHALL BE SET AT THE pO 2" RESILIENT WEDGE GATE VALVE (FIP x RIP) WITH PROPERTY LINE UNLESS APPROVED BY THE CITY ENGINEER. 2" AWWA OPERATING NUT METER BOXES SHALL NOT BE SET IN DRIVEWAY AREAS UNLESS LOCATION AND TRAFFIC RATED BOX IS APPROVED O 2 PIECE VALVE BOX - TOP SECTION TO BE RICH BY CITY ENGINEER. 940 STYLE 18" WITH REGULAR BASE SECTION LENGTH TO FIT HC2" BRASS ELL ICMETER SPACER TO BE SUPPLIED AND INSTALLED BY O WATER SERVICE TO BUILDING INSTALLED AND CONNECTED AT METER SETTER BY THE CONTRACTOR. SPACER MUST HAVE A MINIMUM OF OWNER/CONTRACTOR VIA COMPRESSION FITTING 8 - 1 /4" HOLES DRILLED IN SPACER BODY. NOTE: PROPERTY OWNER RESPONSIBLE FOR PURCHASING O 2" MIPT X I.P. COMPRESSION FITTING 1-1/2" OR 2" METER THROUGH THE CITY DEVELOPMENT SERVICES DEPARTMENT. THE CITY WILL SUPPLY METER AFTER PURCHASE FOR CONTRACTOR INSTALL. IF 1-1/2" METER IS USED CONTRACTOR WILL SUPPLY REDUCERS TO CONNECT METER. REVISION DATE 2" WATER SERVICE CITY OF EDMONDS (FOR 1-1/2 JANUARY 2021 STANDARD PUBLIC WORKS & 2" METERS) DEPARTMENT DETAIL WA— 1 3 1 APPROVED BY: R. ENGLISH 1 1/291 AND 2° WATER SERVICE INSTALLATION NTS 21 C302 MIN 12" CLEARANCES AROUND BACKFLOW PREVENTER - ALL SIDES, TOP AND BOTTOM TOP VIEW TEST COCKS W/ PVC PLUGS (4 REQ'D) 12" MIN 5' MAX GROUND/FLOOR NOTES: SIDE VIEW RESILIENT SEATED SHUTOFF VALVES (2 REQ'D) ADEQUATE GRAVITY DRAINAGE SYSTEM REQUIRED W/ APPROVED AIR GAP 1. APPROVED REDUCED PRESSURE BACKFLOW ASSEMBLY TO LAY HORIZONTAL ONLY. 2. DESIGNED FOR BACK SIPHONAGE AND BACK PRESSURE. 3. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACKFLOW PREVENTER. 4. DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING. 5. MUST BE ACCESSIBLE. 6. MUST BE PROTECTED FROM FREEZING CONDITIONS. 7. THE BACKFLOW ASSEMBLY SHALL BE A STATE APPROVED MODEL. 8. A PLUMBING PERMIT IS REQUIRED - PLEASE CONTACT DEVELOPMENT SERVICES DEPARTMENT. 9. MUST BE TESTED AFTER INSTALLATION AND YEARLY THEREAFTER BY WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST RESULTS MUST BE SENT TO THE CITY OF EDMONDS WATER DIVISION. (ABOVE GROUND INSTALLATION ONLY) CITY OF EDMONDS PUBLIC WORKS DEPARTMENT REVISION DATE REDUCED PRESSURE JANUARY 2018 BACKFLOW ASSEMBLY 2" AND SMALLER (RPBA) STANDARD DETAIL APPROVED BY: R. ENGLISH WA-1 60A REDUCED PRESSURE BACKFLOW ASSEMBLY 2" AND SMALLER iCall 811 two business days before you dig NTS C302,C305 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: CITY ENGINEERING DIVISION 1 0 U T V m 0 z r <�c 1 g9v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: DR` , PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: CITY OF EDMONDS STORM DRAINAGE & UTILITY DETAILS C 3 6 M r So2l CITY OF EDMONDS DEPARTMENT w z J 0 o' o' w D- 0 W C- IF RPDA, USE SENSUS SR2 METER W/ TRPL REMOTE READ. TRPL SHALL BE INSTALLED ON SIDE OF HOT z BOX WITH EASY ACCESS FOR METER READING. UNION M / 3" MIN I� 3/8"x4" ANCHOR BOLTS (PER MANUFACTURER) CONCRETE SLAB (2000 PSI MIN) N 4" MIN ENCLOSURE "HOT BOX" OR EQUAL REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) 120 VOLT ELECTRICAL OUTLET FOR HEAT TAPE. INSTALL HEAT TAPE FOR FREEZE PROTECTION. IF RPDA, USE ---r3" MIN SENSUS SR2 120 VOLT METER W/ TRPL ELECTRICAL REMOTE READ OUTLET FOR HEAT UNION CENTER BACKFLOW TAPE. INSTALL PREVENTER IN HEAT TAPE FOR ENCLOSURE } FREEZE + PROTECTION. 3" MIN z DRAIN SEE NOTE 6 r2" N FINISHED _+ GRADE 6" MIN ' PVC '� PVC SLEEVE 6x6 FREE DRAINING GRAVEL SLEEVE (TYP) W2.9xW2.9 WWF (TYP) (WELDED WIRE TYPE K COPPER SUPPORTS FABRIC) OR APPROVED z (SIZE AS REQ) TYPE K COPPER (TYP OR APPROVED EQUAL (SIZE AS REQ) CONNECT TO WATER (TYP)METER IMMEDIATELY ADJACENT TO RPBA FLOW TO OWNERS ELECTRICAL PANEL DIRECT BURIAL OR IN RIGID CONDUIT PER ELECTRICAL PERMIT REQUIREMENTS NOTES: SIDE VIEW FRONT VIEW (METER SIDE) 1. PROVIDE CITY APPROVED SUPPORT FOR DEVICES LARGER THAN 1" DIAMETER. 2. OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE RPBA OR RPDA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. MUST BE TESTED AFTER INSTALLATION AND YEARLY BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST RESULTS MUST BE SENT TO THE CITY OF EDMONDS WATER DIVISION. 4. REDUCED PRESSURE BACKFLOW ASSEMBLIES SHALL BE STATE APPROVED DEVICES. 5. ANNUAL TESTING OF RPBA AND RPDA REQUIRED BY OWNER. TEST RESULTS SHALL BE SENT TO THE CITY OF EDMONDS PUBLIC WORKS. 6. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL FIGURE 6-8 (SEE COE STD DTL WA- 160C). 7. ENCLOSURES SHALL BE LOCATED ON PRIVATE PROPERTY. 8. SLEEVE SHALL BE ONE NOMINAL SIZE DIAMETER LARGER THAN PIPE BEING SLEEVED. REVISION DATE HOT BOX ASSEMBLY FOR JANUARY 2018 CITY OF EDMONDS REDUCED PRESSURE BACKFLOW PUBLIC WORKS ASSEMBLY (RPBA AND RPDA) STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH WA- 1 6 0 B HOT BOX ASSEMBLY FOR RPBA NTS C302`C30 5 lo 6" (TYP) If3" (TYP) TOP VIEW NO HIGHER THAN - EXIST GROUND 5' TO CENTER OF f #2 SHUT OFF VALVE TEST COCKS WITH PLUGS (4 REQ'D) 3" (TYP) 00 0�■1■/1 I: ■■e�id RESILIENT SEATED SHUTOFF VALVES (2 REQ'D) VERTICAL INSTALLATION N 1■1 '---2 UNIONS REQ'D z 2 UNIONS REQ'D J MON 0 PLASTIC OR CEMENT , CO METER BOX , NOTES: SIDE VIEW ...... ..... 1. APPROVED DOUBLE CHECK VALVE ASSEMBLY TO LAY HORIZONTAL WITH GROUND 2. DESIGNED FOR BACK SIPHONAGE AND BACK PRESSURE GRAVEL 3. TEST COCKS TO EITHER FACE OUTWARDS OR UPWARDS FROM ASSEMBLY (12" MIN) 4. ALL TEST COCKS MUST BE PROVIDED WITH PVC PLUGS 5. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACK FLOW PREVENTER 6. THE DCVA CAN BE INSTALLED ABOVE OR BELOW THE GROUND PROVIDED ALL CLEARANCES ARE MET 7. DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING 8. MUST BE PROTECTED FROM FREEZING CONDITIONS 9. THE BACK FLOW PREVENTION ASSEMBLY MUST BE A WASHINGTON STATE APPROVED MODEL 12" MIN 10. IF INSTALLED INSIDE A BUILDING THE DCVA SHALL BE INSTALLED NO HIGHER THAN 5 FEET FROM FROM FLOOR FLOOR TO C/L OF ASSY AND A MIN OF 12 INCHES FROM FLOOR TO BOTTOM OF ASSY IF INSTALLED IN A VERTICAL CONFIGURATION, ASSY MUST BE A MINIMUM OF 12 INCHES FROM FLOOR, AND NO HIGHER THAN 5 FEET FROM FLOOR TO C/L OF #2 SHUT OFF VALVE *ONLY ASSY WITH APPROVAL FROM WADOH MUST BE TESTED AFTER INSTALLATION AND YEARLY THEREAFTER BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER. THE TEST REPORT MUST BE SENT TO THE CITY OF EDMONDS WATER DIVISION REVISION DATE CITY OF EDMONDS RESIDENTIAL DOUBLE JANUARY 2018 CHECK VALVE ASSEMBLY PUBLIC WORKS (STANDARD DCVA 2" & SMALLER) STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH WA-1 40 DOUBLE CHECK VALVE ASSEMBLY NTS 24 C305 1 /2" EXPANSION JOINT MATERIAL 4" MIN-6" MAX 3' x 3' x 3.5" THICK CONCRETE PAD AROUND HYDRANT ° 1 CY 1-1/2" WASHED ROCK. 1' MIN ABOVE DRAIN HOLES AND AROUND HYDRANT TO ' BOTTOM OF DITCH LINE. COVER TOP AND SIDES WITH MIRAFI 160N OR APPROVED EQUAL. fMOUNT HYDRANT PLUMB PROVIDE 3' MINIMUM CLEARANCE AROUND HYDRANT I 4" STORZ ADAPTER _ DOUBLE SIDED BLUE ROAD RAISED PAVEMENT 18" MIN-24" MAX MARKERS ABOVE FINISHED ALIGN VALVE BOX EARS GRADE PARALLEL WITH THE FINISH GRADE WATER LINE IT SERVES I_.._ 4" FL x MJ 6" R.W. CAST IRON ADJUSTABLE GATE VALVE VALVE BOX TEE WITH RESTRAINED JOINTS FLANGED FLANGED MEGA -LUG OR CO NECTION CONNECTION EQUAL FROM FOR HYDRANT HYDRANT TO VALVE VALVE (TYP) THRUST BLOCK \', '/'/ /� `-10 MIL PLASTIC UNDISTURBED EARTH /��% BETWEEN BLOCK & TEE 12"02"x4" CONC. BLK. 12"02%4" 2" MIN CONC BILK CLEARANCE HYDRANT CONNECTION PIPE TO a BETWEEN BE DUCTILE IRON CLASS 52. $ BLOCKING ANY INTERMEDIATE JOINTS TO BE AND RESTRAINED n a. BOLTS °%• THRUST :' •.•...L °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s t 189� APPROVED BY: R. ENGLISH WA- 100 FIRE HYDRANT ASSEMBLY L Call 811 two business days before you dig NTS C301,C305 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION <�7c. 1 S9V CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDSI WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: DR` , PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: CITY OF EDMONDS STORM DRAINAGE & UTILITY DETAILS C *-a 6 34 U0211 CITY OF EDMONDS DEPARTMENT 1 — 2" BRASS 90' BEND 1 — 2" BRASS 90' ST ELL 4"x4" CONCRETE MARKER POST PAINTED KELLY MOORE (1700-63 SUNBURST YELLOW) OR APPROVED EQUAL WITH BLACK STENCILED DISTANCE AND DIRECTION TO VALVE V 2" BRASS BEEHIVE STRAINER 3/8" STEEL DIAMOND PLATE COVER E rGROUND PIPE ABOVE FOG—TITE METER SEAL CO. NO. 2 R 04 KELLY (1700-63 FINAL GRADE PROVEDBURST L QI TWO 17"x28" CONCRETE METER BOXES STACKED ON EACH OTHER 2" FIPxFIP RSGV 2" TYPE 'K' COPPER PIPE PROVIDE CONTINUOUS UPWARD SLOPE FROM MAIN TO AIR —VAC _2" BRASS 90' ST ELL r 2" BRASS 90' ELL WATER MAIN ` S f . 189,' A ' A 2" BRASS a e UNION 0D � 2" BRASS PIPE (FIELD LOCATE) 2"x4" BRASS NEXT TO EXIST NIPPLE a PROPERTY LINE 2" BRASS 90' ST. ELL 2" BRASS 90' ELL e 2" BRASS 90' ST ELL 2" MIPxCTS GRIP 2" MIP BALL CORP FORD FB 500-7 OR ? .`...: APPROVED EQUAL 2" IP TAP DOUBLE STRAP SERVICE SADDLE ROMAC 202S OR APPROVED EQUAL CITY OF EDMONDS PUBLIC WORKS DEPARTMENT 2" COMBINATION AIR/VAC VALVE CRISPIN UL20 OR APPROVED EQUAL 3/8" CLEAN GRAVEL 2" BRASS 90' ST. ELL 2%6" BRASS NIPPLE 4%4%8" CONCRETE BRICKS TO BEARING SOIL ARV ASSEMBLY APPROVED BY: R. ENGLISH ARV ASSEMBLY NTS REVISION DATE JANUARY 2018 STANDARD DETAIL WA-120 26 C326 FINISHED GRADE DIRECTION OF FLOW PROPERTY LINE O MATERIAL LIST: OA ALL 1" SERVICES TO BE TYPE "K" SOFT COPPER TUBING BO 1" BALL CORP. STOP WITH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET (FORD OR MUELLER) OC DUAL PURPOSE UNION DO MIPT X CTS GRIP BALL VALVE CURB STOP EQUAL TO FORD B84-444Q FOR 1 " OWHEN REPLACING EXISTING SERVICES: 1" METER SETTER WITH ANGLE BALL METER VALVE 15" HIGH WITH DUAL E PURPOSE UNIONS ON INLET AND OUTLET, HORIZONTAL IN HORIZONTAL, OUTLET EQUAL TO FORD VB74-15W-11-44 WHEN PLACING NEW SERVICES: USE SAME AS ABOVE AND ADD A SINGLE CHECK, EQUAL TO FORD VBH74-15W-11-44 OF 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S OG IN UNPAVED AREAS: CARSON 1324 MSBCF WITH DUCTILE IRON COVER AND CAST IRON READER DOOR; IN PAVED AREAS: ARMOR CAST A6001946PCX12 BOX W/ A600196969 RCI LID OH FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED 2" X 4" STAKE WITH "WATER" STENCILED ON IT OI 14 GA. VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND HOUSE OJ SCHEDULE 40 3/4" OR 1" PLUG, REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE WITH COMPRESSION FITTING OK WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTOR (PER PLUMBING CODE) OL PROPERTY OWNER RESPONSIBLE FOR PURCHASING 3/4" OR 1" METER THROUGH THE CITY AT DEVELOPMENT SERVICES DEPARTMENT; CITY WILL SUPPLY AND INSTALL METER AFTER PURCHASE; IF USING 3/4" METER, CONTRACTOR WILL PROVIDE REDUCERS OM BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE UNLESS APPROVED BY THE CITY ENGINEER. METER BOXES SHALL NOT BE SET IN DRIVEWAY AREAS UNLESS TRAFFIC RATED BOX IS APPROVED BY CITY ENGINEER. CSt. 10 REVISION DATE CITY OF EDMONDS 1 " WATER SERVICE JANUARY 2021 (FOR 3/4" & PUBLIC WORKS 1 " METERS) STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH WA-1 30 1" WATER SERVICE INSTALLATION NTS 27 C302 iCall 811 two business days before you dig APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: CITY ENGINEERING DIVISION <�7c. 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: DRV PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: CITY OF EDMONDS STORM DRAINAGE & UTILITY DETAILS 6 3mtr272o21 CITY OF EDMONDS DEPARTMENT 6'-8 1/2" INLET 3 02,-6„ --------- — — — — -------------I rn — LL---- --------- 11 1L N (1)TYP.030" X 4" A- F INLET 1 36 x 48 HATCH OUTLET YP. a PE1)TR DETAIL TO RIGHT I I I I I I III INLET 2 19'-0" M A�I N n v INLET PIPE 1 012" PVC (016- OPG.) M INLET DISSIPATOR yI,I IIII FLOW KIT NOT SHOWN 2" PVC SLIP PLUG STEP b FLOW aD IN — 90° INLET DISSIPATOR FILTPATION BAY \ 90"� INLET DISSIPATOR arl 01 iffir IONA WN ED �T k ICI STORMFILTER CARTRIDGE J Li `INLET 90° DISSIPATOR SECTION A -A MATERIAL LIST - PROVIDED BY CONTECH COUNT DESCRIPTION INSTALLED BY 32 LOW DROP, PHOSPHOSORB CARTRIDGE CONTECH 46 8.35 GPM, RESTRICTOR DISK (YLW) CONTECH 14 2" PVC SLIP PLUG CONTECH 1 FLOW KIT 13A CONTECH 3 INLET DISSIPATOR ASSEMBLY CONTECH 1 OVERFLOW ASSEMBLY - LOW DROP CONTECH 1 JOINT SEALANT CONTRACTOR 2 PLACES GRADE RINGS/RISERS CONTRACTOR 1 30" X 4" EJ 41600484 FRAME AND COVER CONTRACTOR 1 36" x 48" HATCH, DHT3648AL CONTRACTOR 5 STEPS, P10CTS, BY LANE LADDER, OR EQUIV. CONTECH SITE DESIGN DATA OUTLET SUMP 90° OVERFLOW ASSEMBLY LOW DROP LOW DROP VERSION SHALL MAINTAIN TYPICAL 1.8 CFS BYPASS CAPACITY AND SHALL IN NO CASE HAVE A CAPACITY LESS THAN THAN THE PEAK FLOW WATER QUALITY FLOW RATE 0.505 CFS PEAK FLOW 1.43 CFS RATE RETURN PERIOD 100 YRS OF PEAK FLOW FILTER MEDIA TYPE PHOSPHOSORB CONTRACTOR TO GROUT TO FINISHED GRADE CONTECH TO PROVIDE GRADE RING/RISERS PERFORMANCE SPECIFICATION FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL RIM ELEV. = 79.92+/- MEDIA DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS. i SPECIFIC FLOW RATE SHALL BE 1.67 GPM/SF (MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW (GPM) I I I DIVIDED BY THE MEDIA SURFACE CONTACT AREA (SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPM/CF OF MEDIA I I OUTSIDE TOP ELEV. 78.62 (MAXIMUM). GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. I I L OVERFLOW ASSEMBLY - LOW DROP k STEP STORMFILTER A 2. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH REPRESENTATIVE. www.ContechES.com CARTRIDGE C. 3. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND F 'v INLET 2 INFORMATION CONTAINED IN THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF ________ -------_ _---------_ — r` INV. ELEV. INLET 3 PROJECT 4. STRUCTURE SHALL MEET AASHTO HS-20, ASSUMING EARTH COVER OF 0'- 5', AND GROUNDWATER ELEVATION AT, _ � � INV FLFV =7406 OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER II a II II II II II II II II II II I 1 J _ _ _ INV. ELEV. = 73.99 ELEVATION. CASTINGS SHALL MEET AASHTO M306 LOAD RATING AND BE CAST WITH THE CONTECH LOGO. 5. STORMFILTER STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-857 AND AASHTO OUTLET LOAD FACTOR DESIGN METHOD. 1-------------------- --------ss INV. ELEV. = 72.02 INSTALLATION NOTES BOTTOMOUTSIDE A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN INLET 2 PIPE ELEV. = 71.52 CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. FLOW KIT B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND 08" PVC7 INLET 3 PIPE (012" OPG.) 012 PVC OUTLET PIPE SET THE STORMFILTER STRUCTURE (LIFTING CLUTCHES PROVIDED). (016" OPG.) 012" PVC C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. (016" OPG.) D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR. ELEVATION VIEW E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. CONTECH €E4" aOQaja m gp a. � &w io8e a "8'_8g� AE HEN s�825- 8d; z 0 a U W 0 z 0 rn w of H J Z) I..1— > O )-- 0Y 9W QH C:) 00 U J LL. rn>W02 LL � Z �UQ0O f� a L�O �W U) H W W L 0 �� $ N �Z d Pw O 5®= W~ $ J.R8 E L &W w. R 2 ++ w �• LL ag3 S. ILL, E1.N W V A E L 6R1! O �$pt W 3 r LU 41 ;@ LU DATE: SCALE: 3/11/2021 NONE DESIGNED: DRAWN: JMD MLC STRUCTURE WEIGHT PROJECT NUMBER: APPROXIMATE HEAVIEST PICK = 36500 LBS CONTRACTcuz OF 3 PIECES LAYOUT 7 SHEET: 598802 MAX FOOTPRINT = 9' x 19' DRAWING CLASS 600 1 OF 1 PRELIMINARY CONTECH SF0818 STORMFILTER VAULT DETAIL NTS 28 C301 N 01 9 E m. P,OO \Recessed Loch H2 DHT3648AL H2O (6in.( w-Re Loch B,F 071618 -0" O.D. 0" I.D.- Alum. Channel Bracing — — — — Stainless Steel Eoltdown Compression Springs Stainless Steel III , Lockbar w/Handle /" Drain Coupling W o' co 100 n Slamlock 7-7 — — — lush Drop Handle Recessed Lockbox Plan View 3/8 x 4 S.S. Flat bares Neoprene Extruded Aluminum Trough Frame (to be welded to Gasket w/Continous Anchor Flange sides of pocket) — — — — ( I Extruded Trough Frame 2 x 2 x 1/4 9/16" Holes I I Gusset (for 1/2" S.S. Bolts I I Beam Pocket 6 places) I I 6" Detail I�_--- /) Frame Height Extruded Angle Frame 1/4" Aluminum10 Tread Plate Cover 0, Q d' — — — — — Skirt a L Lit-4 1 c 3" Channel 1 1/2 x 2 x 1/4 Angle .(channel support) Detail Plastic Debris Plug Stainless Steel Slamlock w/Plastic Debris Plug T 4" Tread Plate Covers Trough Frame w/ Continuous Anchor Flange See Note "A" for Pocket Requirements NOTE "A" Beam Support Pockets Must be Secured with 1/2" Dia. Concrete Inserts or Anchor Bolts to Maintain Load Requirements. Failure to do so will cause Load Failure and Void Manufacturers Warranty. Y n a 00 9 N� W U r, m d orn O It x O c 0 12 co IX w ai tR t I E-� M3 o o L,. C) m o 00 ACo 4 E V M A SC > > N p m o 0 m o m O N QO"=Cs. y o M V N 0 Y W - cm e� 0 C A O y e c,qm,�^!, w LOa `3" 1/4" Aluminum Channel Tread Plate Cover See Note "A" for „ Pocket Requirements I g 6 Beam ■� �\_11/4" Stainless Steel TBeam Pocket 2x2x1/4 Gusset Frame and Pocket Detail CONTECH SF0818 STORMFILTER HATCH DETAIL NTS Call 811 two business days before you dig (Date: 02-13-20) APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION 1 0 TU V M 0 z r `I)c, 1 S9� CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: DR\ / PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: CONTECH STANDARD DETAILS C 3 B M r 81o2l CITY OF EDMONDS DEPARTMENT 100 :1 70 50 %., 1 \./ 1% I Y I L.f 1% I III lily % V V 1 1♦ V 1 1 V V Tr 1 SCALE: 1 "=10H, 1" = 10V U 100 :1 70 50 100 9 0 ................................................_........................................................................................................................................................................................................................................................................................... ........................................................................................................................................................................ .................................................................................... .......................................... .................................................................................... FINISHED GRADE .............................................................................................................................. .............................. ........................................................................................................................................................................... ELEV rL € € 10 LF 6 SLOTTED 1 MIN CAR :EXISTING GRADE PER GEOTECH PVC @ 0.50% 0 0.0 0�0 0�0 0'0 — ------------------ ---- ------------�— --- - - - - - - - —_------__. 80 - - - - - - - - - -�- - - - - ................................................;................................................................. - 13 LF 6 PVC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - --- _ 91 LF 8 PVC 50% 0 - ...... - 87 LF 8 PVC 0.50% ....... 0 0.50% 70 ................................................ _................................................. ................................................. ........................... .......................................... .... ............................... z �^ C14 60 p O C) CO CO O U ... Z W .... ..... O ... m ... II Co. II °O C) 000 ~ p 00 �.. II CV II rn NZ O II II e7 Z Z O CD I"rrj ID Z Z O U WCo W W OW 00 W W ~� O�LI W ULI j�w w (�Llil Cam75 10 (.0(� €.0 Co cfl 00 L�J N ccn � 06 'coc� 1= co co CO c0 50 111MV 1. PER THE PROJECT GEOTECHNICAL REPORT PREPARED BY LANDAU AND DATED OCTOBER 30, 2019, AND SUPPORTED BY A SUPPLEMENTAL SUMMARY o OF WET SEASON GROUNDWATER MONITORING MEMO DATED SEPTEMBER 4, Q 2020. THE GROUNDWATER ELEVATION IS ASSUMED TO BE 2 FEET BELOW EXISTING GRADE. V) 2. NOTIFY ENGINEER OF RECORD IF GROUNDWATER IS ENCOUNTERED AT AN z ELEVATION HIGHER THAN INDICATED. U Q --------- ----. —212 — — — — — — — — — — — — — — —€ — — — — — - — — — STORM DRAINAGE PROFILE #2 SCALE: 1n=10H, 1" = 10V C301'C303 FINISHED :GRADE EXISTING :GRADE Call 811 a two business days before you dig —_ 100 soul 70 KI APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION 0 m 0 z r <nc. 1 gy„ CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: DR\ / PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: STORM DRAINAGE PROFILES UB C3202021 CITY OF EDMONDS DEPARTMENT 100 70 50 NOTES FINISHED GRADE E !17 I r []" n� [n is a nnrns UJ L.r o PC 0 I.007o 66 " LF 8 PVC C01 1.00% 111 LF 8" PVC @ 1.00% pp O_ N C7 �� LJ c C� m CD O^� O Z �� W J p J OO O O¢ L� _O p J p (�/) _Q p J p p O O 00 O Q O m rn d r- Q O tD r7 r7 r- € m s � ........................................................................................................................................................................................................................................................ J �'� E i �N ... ...... W .... ... .... ... ... ... ..... ........................................... W C3 J... ....r- .... .... fl .,... — ...... ............................................................................................................. rZ LLLI ...... .................................................. ...�. U W U Q� .. .. ............................................................................................................................................................................................................................................................................................ j.... .. .... ....,.... U. � , .... IF- r� oo �0Lo� a0 II II Lo� rn II II N � CV NO O� UCD I I o Z , L" I N�Z O C��7�W 00 z O� r7 I c11�Z Z O C) ,co m Ua 00 w II w — U— w w O w �> m C) Ua 00 Lr l w II w LEI w — - — 0 w t— �> CD iJ— I I w m Up_ 00 Lul II w w w — — — U'—w I I :w U cn co C) II �LI o w cn x co co II �w roe o cn O� � � co co w co a a r co a W a m [L co (.0 a Ko v) 1. PER THE PROJECT GEOTECHNICAL REPORT PREPARED BY LANDAU AND DATED OCTOBER 30, 2019, AND SUPPORTED BY A SUPPLEMENTAL SUMMARY OF WET SEASON GROUNDWATER MONITORING MEMO DATED SEPTEMBER 4, 2020. THE GROUNDWATER ELEVATION IS ASSUMED TO BE 2 FEET BELOW EXISTING GRADE. 2. NOTIFY ENGINEER OF RECORD IF GROUNDWATER IS ENCOUNTERED AT AN ELEVATION HIGHER THAN INDICATED. 100 :1 70 50 w O m Q w LLJ (n W Z J _ U Q STORM DRAINAGE PROFILE #3 L 3 l scn¢. r=ioH, r = iov cam,caoa STORM DRAINAGE PROFILE #4 SCALE: 1"=10H, 1" = 10V 4 C303 100 70 50 Call 811 • a two business days before you dig 100 70 50 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION -1 0 m 0 z r <nc. 1 gy„ CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: DR` , PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: STORM DRAINAGE PROFILES UB 3 ar 15 2021 CITY OF EDMONDS DEPARTMENT 100 •Al 70 50 40 W 0 m Q W W W z J = U Q M W m Q W W tn z J 2 U a M GRAVEL DETENTION LAYER #4 . o n- o 9° o rD o n a o :n o n o n o n o n o o n o o: n o o O. o n. o n. o n- o D= :o n^ o n^ o L ° o � ° o oo o oo o := _== o_ o — — — . —— — — — — — — — — - 112 LF ^ W O_ " n -4o Uw 11 cOf 00 N GEOTECH � 7 LF 8:PVC @ 0. 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ECH ........................................................................................................................................................................................................................................................................................................................................................................................................................................ : EXISTIN GRADE G: : : — — — — — — �+ — — — 7 o—: -- ---------------------—— ——— — -- — —— ------ ------ -------------------- 93 LF 12 PVC 1.00� O 261 LF 1 2 PVC (� 1.00� 1 1 ....................................................................................................................................................................................................................................................... : :.... ;.... ........................................................................................................................................................................ ....................... : : '• ............................................................................................................................................................................................................................. ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ................................................:................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:.................................................:................................................. . �\ i �� i . . . W^^ 1 J n oo 0 J — J.............pp..................................................................................................;.................................................;.................................................:................................................. I� r-Z O if €.................................................€..................................................................................................€.................................................€...................................................................................................................................................i................................................. �N�Z O 0o W w �C.lU-i — Z Z O oCi W W m W II N N U W II— W w 00 00 N Cn i NOTES 1. PER THE PROJECT GEOTECHNICAL REPORT PREPARED BY LANDAU AND DATED OCTOBER 30, 2019, AND SUPPORTED BY A SUPPLEMENTAL SUMMARY OF WET SEASON GROUNDWATER MONITORING MEMO DATED SEPTEMBER 4, 2020. THE GROUNDWATER ELEVATION IS ASSUMED TO BE 2 FEET BELOW EXISTING GRADE. 2. NOTIFY ENGINEER OF RECORD IF GROUNDWATER IS ENCOUNTERED AT AN ELEVATION HIGHER THAN INDICATED. STORM DRAINAGE PROFILE #5 SCALE: 1n=10H, 1" = 10V C30`�4 4• Call 811 • a two business days before you dig O I W m W W W z J = U Q M M " KM U W W N z J U Q APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION 0 J W m W W N W z J = U Q M <oC. I Sys CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKERIMACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 I ". M.,r, ,d i I 2 &mij 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: cmI REVIEWED BY: DR` , PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: STORM DRAINAGE PROFILES C3ryOUB &1& 2021 CITY OF EDMONDS DEPARTMENT N N M U W W (n W Z J U Q M lM V W 1. PER THE PROJECT GEOTECHNICAL REPORT PREPARED BY LANDAU AND o DATED OCTOBER 30, 2019, AND SUPPORTED BY A SUPPLEMENTAL SUMMARY Q OF WET SEASON GROUNDWATER MONITORING MEMO DATED SEPTEMBER 4, 2020. THE GROUNDWATER ELEVATION IS ASSUMED TO BE 2 FEET BELOW N EXISTING GRADE. W 2. NOTIFY ENGINEER OF RECORD IF GROUNDWATER IS ENCOUNTERED AT AN ELEVATION HIGHER THAN INDICATED. Q 100 ".1 70 01 50 76 LF 12" PVC @ 2.00% 110 LF 12" PVC @ 2. z N Lj[cn %N z p 00 p J� iN00 N Z ZD CD l� .............CJ�............� J N CD ^ r I.I.................... 0j............................. rl ............w ¢ ~ ...............;.................................................,.......................................... I I i rn z II II r7 , N[ I I cfl z O O U W Q o cn N — r-W Lv 1 1 w w W m njW l l W i C` j O 00 C,4 00 :: N U N N XW x x Of— co cn L l CK W W STORM DRAINAGE PROFILE #5 NG GRADE SCALE: 1"=10H, 1" = 10V GW ELEV PERT GEOTECH — — — — --.�_ �.. — _ �... _ - o 0° o� o o 0° o 0° 6 0 o 0° o 0° o o° o o° o 0° o O° o O° o o= o 0° o 0° o 0° o O° o 0° o o©° o 0° o 0 0.° o .O ° o O° o o °..o . 0° o . 0° 0 0° o. 0 e.o O a o 0 °.Q ..0 ° o o° o O° o o° 0 0 0 0 0 °: o O° STORM DRAINAGE PROFILE #6 SCALE: 1"=10H, 1" = 10V 6 C303 C30`C304 10 LF 6" SLOTTED PVC 0.50% tea'—o-��° fin° �n O., ten. ten° ten° ten° ten° 'O° 'o° Call 811 • a two business days before you dig O J W m W W N W Z J U Q M 02 Uj x Lw .-� w w .-. cn z O co c.0 C................ r ....4j....CO. cfl cfl co Z Z Z o�r- r-i www x W � N CV C"I KIN S&I 70 cN Lq cV CO U-)o II m rim O Co U II LJ w cS >; U') Of cfl co 100 it 70 50 40 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION 1 0 m 0 z r <�7c. 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: D�` , PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: STORM DRAINAGE PROFILES UB 3&Nj 2021 CITY OF EDMONDS DEPARTMENT i 90 i 80 70 i 1 60 1 50 ADD ALTERNATE #3 90 i 80 70 i 60 50 1 � I � STORM DRAINAGE PROFILE J7 Ko"7 I SCALE: 1 "=10H, 1" = 10V �01 SAME JUNCTION —__________________________________________________� I I 1001 1100 •m 70 •� 50 100 .1 Eil 70 b 50 67 LF 8" PVC @ 1 00% GW ELEV PERGEOTECH --------------------------------- — — — — — — — — -------------- 8 - 47 LF 8" PVC @ 1.00% . H23 LF 8" PVC @ 1.00% L U z 00 cfl O cflr N C ,,,....................................................................................................................................................................................................................................................................................................................................,.,,........................................................................................................................ co co [ [ a0 [ Lc) � LO II ........................................... ......... ... 00 .............. ..... � ... cV... N � 0iO cD N �Z O N C=; Uw IIw UW UW Ilww UW 00 IIw 00 00 00 cn 00 OC (fin � tN O✓ ckf STORM DRAINAGE PROFILE #8 SCALE: 1 "=10H, 1" = 10V 8 C301 Ln W O N N m U Uj cncf) FINISHED GRADE ................................................ :................................................. :................................................. :................................................. :................................................. :................................................. :................................................. 1': MIN CLR :................................................ ................................................. :......................................................................................... EXISTING GRADE ................................................... GW ELEV .......................................... PER GEOTECH — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _— — — — — — — — — — 100 LF 6" PVC @ 2.00% o O .................................... ................................................. ...... ....... ................................ c� z O 0— LLJ ,w z LLJ M ck� J EL I p V) Q O ............................................... ........................................... ........... O N L L1 CU ... . M�� O 00 WLO �0•i I� i=0i Q� Q Q� mr- �� p� MN C) OW CLLJ n� �Llil ZLlil �W �W mU o cn ER� O >; Ir cD I I cp w O � to O� <L N iZ co ( D (ten cWn STORM DRAINAGE PROFILE #11 SCALE: 1 "=10H, 1" = 10V 11 C303 100 :Y 70 50 .m 70 •f 50 NOTES 1. PER THE PROJECT GEOTECHNICAL REPORT PREPARED BY LANDAU AND DATED OCTOBER 30, 2019, AND SUPPORTED BY A SUPPLEMENTAL SUMMARY OF WET SEASON GROUNDWATER MONITORING MEMO DATED SEPTEMBER 4, 2020. THE GROUNDWATER ELEVATION IS ASSUMED TO BE 2 FEET BELOW EXISTING GRADE. 2. NOTIFY ENGINEER OF RECORD IF GROUNDWATER IS ENCOUNTERED AT AN ELEVATION HIGHER THAN INDICATED. • Call 811 • a two business days before you dig APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION 1 0 N m 0 z r <oC• 1 Sys CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKERIMACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 ". M.,r, d 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: cmi REVIEWED BY: DR` , PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: STORM DRAINAGE PROFILES CeyW UB 3"Nrr 2021 CITY OF EDMONDS DEPARTMENT 100 90 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .............................. 1N ...................................................................................................................................................................................................................................................................................................................................................................................................... ... ... ... ... .......................................... GWI ELEV PER GEOTECH EXISTING GRADE 10 LF 6" SLOTTED PVC @ 0.50% .... ................. . 0 o a a a a o 0 0 0 0 0 o 0 0. o a a; o o. o 10 o 0 0: o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0: o 0 0 0 0 0.0 0.0 :O.o�0,0�0,0;0,0�0,0�0, �0, �0. �0. �o. o.° Qo �0, �0, �0, �0, �0. �0:. �0. �0. �ooo.00.0000�oo;o:o;o.00..•o-.o.e.o•.o .o....o. o..o._e..o .o .o....,ovo... o. o . o. 80 .......................................... _.............................................................-........................................................................-...-...-....-. _ - - - _...._...._...._..._. _...._ _ _. _. _ .... - FRENCH. DRAIN PER PLAN 70 ................................................................................................................................................................................................................... ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. .......................... ................................................... �co � Co �� II N M II C'd Z O U CID w II w w <n 0:!:(D co 50 NOTES o m Q 1. PER THE PROJECT GEOTECHNICAL REPORT PREPARED BY LANDAU AND DATED OCTOBER 30, 2019, AND SUPPORTED BY A SUPPLEMENTAL SUMMARY N OF WET SEASON GROUNDWATER MONITORING MEMO DATED SEPTEMBER 4, 2020. THE GROUNDWATER ELEVATION IS ASSUMED TO BE 2 FEET BELOW W z EXISTING GRADE. U 2. NOTIFY ENGINEER OF RECORD IF GROUNDWATER IS ENCOUNTERED AT AN a ELEVATION HIGHER THAN INDICATED. M 100 -- - - ---0-0.��-0}.0-;_0 :l 70 Ali 50 STING GR GW ELEV 14 LF 8" PVC @ 1.00%—\: PER GEOTECH ---- --.� ................................................... ....-...-....-....._.._ _.. .............. ........................ ........ ................. ........................... 70 LF 6» PVC @ 3.48 0 LO C) 0 o: o� �S� II � C-1 CIO mw Ucl- II ww Z w � CO N II C3� Z O m U w II w — w Cn I— Q:� Cfl 00 STORM DRAINAGE PROFILE #9 SCALE: 1 "=10H, 1" = 10V w I\ CO CAI I I N O Z => O m �� w I I ICI w (/) � � cs7 cs7 STORM DRAINAGE PROFILE #10 SCALE: 1"=10H, 1" = 10V 10 C301 LO w I r7 CV U W W co 9 C301 100 :l 70 U11 50 Call 811 • a two business days before you dig 100 :Y 70 50 h APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION 0 m 0 z r <�7c. 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKED MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: DR` , PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: STORM DRAINAGE PROFILES UB 3&ai�j 2021 CITY OF EDMONDS DEPARTMENT 100 70 50 100 70 50 10 LF 2" MUNICIPEX ^ Z z z ................................................................................................_..............................................._....................................................................................... O ..............................................................................................FINISH........... >... W .... ... GRADE. .... .... — C,R.A.DE.....B.E..M............. .......................................... �.... .............................................................................................................................. z - ....... 2......RPBA....I.N.... ,,, EX GRADE SEE STRUCTURAL o '� O o HOT BOX (TYP) J :8 LF 2 " =-------------- -----------=- ---' -- - --- --- -- - - - - - - - - - - - --MUNICIPEX ................................................:................................................:.................................................................. ................................................ 39 LF 3/4" MUNICIPEX ................................................:.................................................:..................................................................................................................................... ; 52 LF 2" MUNICIPEX 95 LF 2" MUNICIPEX \� - - - 0 20 LF 2 MUNICIPEX €..................................................................................................................................................€...................................................................................................................................................................................................................................................€.............................................. ..... ....... ......... .... .............. ................................................................................................... ........................................................................................................................................................................ .................. ................. ..................... "............. IP EX ................................... .... .............................. ................................ ..................................... TO BE INSTALLED IN CONTINUOUSLY RISING SLOPE TOWARDS RPBA w W (D ...........................................................................................Z...p........................................ U ............................................................................................................................................. . � ..................................................................................................... ....... 'i ......... € W Q.................................. ZZ cK im — ZZI WQ m J. W UQ O � <C CL Zz LIJQ rn 00 N ZZ mQ J w' € W U� LI Z W ': W@ W Lv LeJ W W LiJ LjJ W (/) Lf) D (n O 00 W i Q Z O W CO II W OO II W W CV OU 00 100 70 50 z LLJ m N O 2 0 Cn Q z 0 L41 U I� W OII rW I. 0- w m I � ----_---______________________---I WATER PROFILE J1 SCALE: 1 "=10H, 1" = 10V C301 & C303 SAME CROSSING EX GRADE 1' MIN CLR 133 LF 1/2" MUNICIPEX CO Q W Q Q m' CL � � o ai � CDc0 � � _ V)N �►/ I T r 1"1 1'1 11 /1 r l l r I I /1 SCALE: 1"=10H, 1" = 10V 10 LF 1" MUNICIPEX ,-. CONNECT TO EX TO BE INSTALLED IN Z 1" ROBA IN HOT BOX » 8 WATER MAIN CONTINUOUSLY RISING � '-' FINISH GRADE 2 6 ARV ASSEMBLY SLOPE TOWARDS RPBA :....................................................................................... o ....�.................................................................................................................................................................................................................................................................................... ..... ...............O.ON..TR.ACTOR.....TO.....INS.TA.L.L.......................... ......... ........................................... C317 o EX GRADE AT HIGH POINT ........................................................................................................................ .......... ...................... ............................................................................................................................................................................ 99 L 1 F MUNICIPEX ............................................................................................................ TO BE INSTALLED IN CONTINUOUSLY RISING SLOPE TOWARDS RPBA WATER PROFILE #3 SCALE: 1 "=10H, 1" = 10V C-DQ z °° w c� W W cn U Z — 0... ........................................................................................................................ ........................ J..c....Q LIJ J Q O O J z z EL I O �w �moUci 3 C302 70 50 100 I I I 90 I I I I I 80 I I I I I 70 I I �I zl Co l 60 LLJ QI cn 50 I i I I I I 100 I 70 50 NOTES 1. INSTALL ALL WATER PIPING AT CONTINUOUSLY RISING SLOPES TO AVOID INTERMEDIATE HIGH AND LOW POINTS. 2. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE ETHAFOAM OR CITY APPROVED EQUAL AS A CUSHION BETWEEN THE UTILITIES. 3. CONTRACTOR TO FIELD LOCATE EXISTING SEWER STUB CONNECTION INSTALLED AS PART OF THE CITY OF EDMONDS SEWER REPLACEMENT PROTECT. SEWER INVERTS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED. MINIMUM SLOPE ON PROPOSED SIDE SEWER SHALL BE 2%. .............................................. BEAM ............................. ............. I I........................................................................................FlSH.GRADE....................GRADE ....... ... ... ... ........................................... EX GRADE SEE STRUCTURAL I (T) 16 LF 6" PVC @ 2.00% ........................................................................................................".........................................................................................................................................':....................................... 18 LF 6 PV C@ 2.0 0% fl 28 LF 6 PVC 2.00q ... .........................................;... ....... ...... ...... ...........:................................................;... „ 43 LF 6 PVC 2.00� W Q cn w > L � O I� Z W W r cfl U Ln U — o Q �o ,. ,... II II Z pcnw r-0 f 0 0 w� II Z O O N II Z O Oi Cnl� U� Q Oil W W �� O II W W€ NwZI\ I I W O I I �w N V) cnorf CD I I to I W V) �^ (/)�CflCfl I W I[ ��NLLU SANITARY SEWER PROFILE #4 SCALE: 1"=10H, 1" = 10V Call 811 • a two business days before you dig 4 C303 100 70 50 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION <�7c 1 Sys CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: DR`V , PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: UTILITY PROFILES C326UB 2021 CITY OF EDMONDS DEPARTMENT 90 85 80 75 70 65 90 85 80 75 70 65 90 85 80 75 70 65 STRUCTURAL OMMIT WALL DRAIN .................................................................. �.......... EX GRADE .................. I.................. .........77k .............................................¢....................................................... PER GEOTEC BOTTOM OF GRAVEL=75.58................................................................BOTfOM.....O.F....GRAVEL=75.64.............¢... ...................... H.¢... TTOM OF GRAVEL=75.08 BOTTOM OF GRAVEL=76.14 SECTION A SCALE: 1" = 10H, 1" = 5V � GRAVEL DETENTION LAYER #1 C310TOP OF GRAVEL 79.08 8" SD=74. 8" SD=74.79 C310 l TOP OF GRAVEL�79.64 SECTION B SCALE: 1" = 10H, 1" = 5V BOTTOM OF GRAVEL: 76.14 SECTION C SCALE: 1" = 1OH, 1" = 5V FINISH GRADE 1 EX GRADE GW FINISH GRADE EX GR 2' C C301 PER B C301 A C301 90 85 80 75 70 65 STRUCTURAL OMMIT WALL DRAIN 90 85 80 75 70 65 90 NOTES 1. PER THE PROJECT GEOTECHNICAL REPORT PREPARED BY LANDAU AND DATED OCTOBER 30, 2019, AND SUPPORTED BY A SUPPLEMENTAL SUMMARY OF WET SEASON GROUNDWATER MONITORING MEMO DATED SEPTEMBER 4, 85 2020. THE GROUNDWATER ELEVATION IS ASSUMED TO BE 2 FEET BELOW EXISTING GRADE. 2. NOTIFY ENGINEER OF RECORD IF GROUNDWATER IS ENCOUNTERED AT AN ELEVATION HIGHER THAN INDICATED. 80 75 70 65 Call 811 a two business days before you dig APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION T T m 0 z r <�7c. 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: DR\V / PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: STORM DRAINAGE DETENTION SECTIONS C 3 B 3fDo2l CITY OF EDMONDS DEPARTMENT 95 •m m 75 70 65 95 .m 75 70 65 0 / TOP OF :GRAVEL=84.1 � GRAVEL DETENTION LAYER #3 C310 TOP OF GRAVEL=84.17 BOTTOM OF GRAVEL=81.17 (TYP) GW ELI SECTION E SCALE: 1" = 10H, 1" = 5V 2' SECTION D SCALE: 1" = 10H, 1" = 5V FINISH GRADE EX GRADE FINISH GRADE EX GRADE GWI ELEV 8" SLOTTED PVC PIP C302,C304 BOTTOM OF GRAVEL=81.17 C301,C302 95 .W 1W :W 75 70 65 95 NOTES 1. PER THE PROJECT GEOTECHNICAL REPORT PREPARED BY LANDAU AND DATED OCTOBER 30, 2019, AND SUPPORTED BY A SUPPLEMENTAL SUMMARY OF WET SEASON GROUNDWATER MONITORING MEMO DATED SEPTEMBER 4, 90 2020. THE GROUNDWATER ELEVATION IS ASSUMED TO BE 2 FEET BELOW EXISTING GRADE. 2. NOTIFY ENGINEER OF RECORD IF GROUNDWATER IS ENCOUNTERED AT AN 85 ELEVATION HIGHER THAN INDICATED. 75 70 65 Call 811 a two business days before you dig APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION <�7c. 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: DR\V / PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: STORM DRAINAGE DETENTION SECTIONS UB C3a212021 CITY OF EDMONDS DEPARTMENT 95 75 70 65 95 GW EEEV PER GEOTECH 75 70 65 " SLOTTED PVC PIPE OF GRAVE:=84.10 BOTTOM OF GRAVEL=83.10 SECTION F SCALE: 1" = 10H, 1" = 5V 10" SD BOTTOM OF GRAVEL=182.10 C303,C304 GRAVEL DETENTION LAYER #4 BOTTOM OF GRAVEL=82.10 GRAVEL DETENTION LAYER #4 C310 TOP OF GRAVEL 84.10 95 75 70 65 FINISH GRADE �-- EX GRADE EX 8" SS SECTION G SCALE: 1" = 10H, 1" = 5V G C303 FINISH GRADE EX GRADE PER GEOTECH OF GRAVEL=83.1 NOTES 1. PER THE PROJECT GEOTECHNICAL REPORT PREPARED BY LANDAU AND DATED OCTOBER 30, 2019, AND SUPPORTED BY A SUPPLEMENTAL SUMMARY OF WET SEASON GROUNDWATER MONITORING MEMO DATED SEPTEMBER 4, 2020. THE GROUNDWATER ELEVATION IS ASSUMED TO BE 2 FEET BELOW EXISTING GRADE. 2. NOTIFY ENGINEER OF RECORD IF GROUNDWATER IS ENCOUNTERED AT AN ELEVATION HIGHER THAN INDICATED. 8" SLOTTED PVC PIPE Call 811 a two business days before you dig 95 75 70 65 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION 1 S9 CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 "Wahl, mdi 1 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: DR\V / PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: STORM DRAINAGE DETENTION SECTIONS C34J %VJB 021 CITY 1F EDMONDS DEPARTMENT I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I FOUNDATION DRAINAGE NOTES 1. INVERT ELEVATIONS FOR PIPES BELOW SLAB ON GRADE SHALL BE A MINIMUM 1.67 FEET BELOW FINISHED FLOOR ELEVATION. 2. PIPES SHALL BE SLOPED AT 0.5% MIN, UNLESS OTHERWISE NOTED. 3. SEE STRUCTURAL FOR FOUNDATION INFORMATION. 4. PROVIDE SLEEVES FOR PIPES CROSSING THROUGH OR UNDER CONCRETE WALLS AND FOUNDATION ELEMENTS. COORDINATE THE LOCATION OF SLEEVES WITH THE STRUCTURAL ENGINEER. LEGEND I I I I I I I I I I I I s SDCO IE=81.45 SDCO DROP CONNECTION IE (IN)=81.40 IE (OUT)=79.40 BUILDING EDGE AT GRADE SDCO IE=81.50 SDCO IE=81.50 FOUNDATION DRAINAGE C PUMP PIT � (TYP) �4O SEE STRUCTURAL i SDCO IE=81.45 SLOTTED DRAIN PIPE STORM DRAIN CLEANOUT �10 4 DIRECTION OF FLOW PUMP PIT SEE STRUCTURAL _ a > d a a ° p ° a a. NORTH ( 1) 0 2.5 5 10 1 inch = 5 feet FLOOR SLAB PER RESTROOM BUILDING SUPPLIER d d d a ad ° oeoo�^o d e 0 '0 e 0 '0 e 0 oo e 0 '0 e o o .° . _Q. o e 0 oo e 0 oo e . . . . . . . . . . . . . . . O ° O o o e 0 o. 0 .... d o e 0 oo e 0 oo e . . . . . . . . . . . . . ° 0 oo e 0 oo e . . . . . . . . . . . . . . . ° d 0 oo e 0 .. a.d o e 0 o0 e 0 oo e 0. ° O e 0 oo 0 oo e C o0 GRAVEL BACKFILL ° 0 ° 0 0ooe0 FOR WALLS 4 o0 oo ee 0 0o e 0 0• o °d 0000c. oo0 e 00o0 O o 0 o eoo 0o0e0o0•0 .d O e 0 oo . 0 o ° 0 o o e 0 o ° 1' MIN-2' MAX NON —WOVEN CONSTRUCTION GEOTEXTILE FOR DRAINAGE e 0 O e o• 0. 000,000•000•oo 0. 0 0 0 o 0 e 0 o 0- 0 0.0 0 0 • 0 0 0 • 0 0 ° 0�0•000 •000•00 ° 0. 000.0.0.0G� 0� 0. o.- G O. o 0 d Oe0o0 .0o0• 0 o O• 0 O .0 0 p e 0 �O 0 0• 0 0 0.0 0 0• 0 0 O. 0 0- 0 o 0 e 0 o 0- O'0•000•000•00 o .0 o e o. 0 e 0 0 0. o_ o_ o_ o - d d ° °. d d d a d ` Od ° d.. 4 Q d d d l FOUNDATION DRAINAGE NTS Call 811 • a two business days before you dig GRAVEL BACKFILL FOR DRAINS 4" PERFORATED DRAIN PIPE IE PER PLAN APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: CITY ENGINEERING DIVISION 0 m 0 z r <�7c. 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: DR` , PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: FOUNDATION DRAINAGE PLAN B C395t021 CITY OF EDMONDS DEPARTMENT NOTES 1. REFER TO C300 SERIES FOR STORM DRAINAGE AND UTILITY INFORMATION. 2. CONSTRUCT GRADES TO THE SPOT ELEVATIONS INDICATED AND PROVIDE CONSISTENT SLOPE BETWEEN SPOT ELEVATIONS. SPOT ELEVATIONS SHALL GOVERN AS THE PRIMARY METHOD OF SETTING GRADE, YARD DRAIN ■ ■ FOLLOWED BY SLOPES, AND THEN CONTOURS. RIM = 75.87 IE 3" PVC W = 75.17 YARD DRAIN ■ IE 3' PVC S = 75.17 ' CB (SOLID LID) RIM = /4.61 - I - - �> - - RIM = 74.49 ASPH IE 12" CONC N = 66.81 gSpH ASPH BO Z CONC IE 12" CONC N = 71.29 V o IE 8" CONC E = 68.56 I 77 ASPH I ASPH CONC ( 85 CONC W IE 12" CONC E = 72.39 O _ I I . CO 77 78 80 CONC ■ IE 6" PVC E = 71.34 - - - - IE 12" CONC S = 71.34 I LLEY ASPH 0'S ASPH mrO Sp ASPFf - - - - - - ASPH ■ ■ - - -I ❑ S ^ PH OF _ 'I PH ' 6 ' ' $� AS m m ■ SSMH • ��// x RIM ANSPORMER (. ^� SB • _........• CB N 2 PVC RI- P IE 8" CONC W - 79.06 PVC RISER(S) , - ` 77.42 .63 ` _ IE 8" CONC N - 80.26 2 ` 75,,r2, u• •uuu•u •AyiFa i3 �L�.4 ••.l• ( ) = 72. •••• ,^ A / O � ftIM = 76 02 �. 6. CMPO �� Y J ,�`4Eo SV � S p ft FULL dF DEBi 2. 7 _ _ RIM = 79.60'� /E12" HDPE E 77:0 CB •• - CMP E 73.81 RI . CONC W - 73.00 _' • "-CMP EW .33 I O BOULDER RETAINING WALL RIM - 74.59 1'1 RIM = 76.66 - - - - YV IE 6" CONC NW = 72.74 I 617 - O IE 8e PVC �3 •GRASS VC l� IE 8" PVC E = 72.84 c1 76 }T17r -- /C N 73.3 E 8" P�C•S 7 76 \ , _ _ .I I ^ • RIM�g7 0. � •• IE 8'•P C N = 0 •• •IE •PVC- = 4.�OR �' � 1ASPH n ASPH I IE "PVC 5. � _ _ I 8' PV S f1 ss TPN ■ ■ I /� \ SE = 60.71 I/ �, tC S = 60.86 W= 60.61 1/1 ■ ■ 100.373' 1 � CB (TYPE II) N 88'43'45" W RIM' = 74.90 , 9" PVC NW = 69.35 11 6 ■ ■ 4 ■ IE 6" PVC W = 71.45 C6 ('-' uu) RIM = 111.06 IE 12" CONC N = 78.06 IE 12" CONC S = 78.16 IE 8" DI W = 78.76 RIM = 75.06 IE 6' PVC N= 71.96 IE6"PVC S= 72.16 RI = 82.46 IE 12' CONC M N = 79.33 ■ IE 8" CONC E = 79.38 IE 12' CONC S = 79.35 ■ RIM = 83.95 IE 8" CONC N = 76.45 IE 8" CONC E = 76.55 CB RIM = 83.94 IE 6" DI N = 82.34 IE 4" HDPE NE = 82.44 ■ ■ FINISHED FLOOR = 8Z32-- RIM = 84.21 IE 12" CMP E = 82.46 IE 6" PVC S = 82.56 IE 2" PVC WITH STANDPIPE N = 82.54 IE TOP OF STANDPIPE = 84.01 IE 6- PVC IE8"DIN= 85.47 RIM = 87.50 IE 6" PVC W = 85.95 I -BOULDER RETAINING WALL SSMH RIM = 87.56 IE 8" CONC N = 79.06 IE 8" CONC S = 79.11 IE 8" CONC E = 80.01 CB RIM = 87.10 IE 12" CONC S = 83.82 RIM = 86.65 IE 12' CONN = 83.10 IE 12: CONCS= 83.10 ST/ 7TH AVE ,NCRETE BLOCK ITAINING WAL CB RIM = 84.41 IE WATER LEVEL = 82.11 NO PIPES VISIBLE SSMH RIM = 85.81 IE 8" CONC N = 79.96 IE 8" CONC S = 50.01 IE 12"CIE= 80.21 /CB (SOLID LID) RIM = 84.83 IE WATER LEVEL = 82.03 NO PIPES VISIBLE CB RIM = 84.53 IE 8" CONC E = 81.83 IE 12" CONC S = 81.63 I \-EDMONDS ST I8 MAILBOXES //CB (11PE II) / RIM = 86.98 IE 12' CONC N = 81.48 IE 6" PVC S = 82.08 NO OTHER PIPES VISIBLE IrrI KGB RIM = 86.58 I IE 6" DIN = 85.73 [BORING HOLE B-4 SSMH RIM = 89.68 IE 8" CONC N = 81.38 IE 8" CONC S = 81.48 I MAILBOXES LEGEND ■................................................... ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ APPROXIMATE LIMIT OF WORK PROPERTY LINE CONVEYANCE SWALE GRADE BREAK CONTOUR MAJOR CONTOUR MINOR LAWN/PLANTING PER LANDSCAPE PLANS REINFORCED LAWN PER LANDSCAPE PLAN HARDSCAPE PER LANDSCAPE PLANS TW ELEVATION PER LANDSCAPE WALL PER LANDSCAPE I I I I I I Irl BW RETAINING WALL DRAIN 2 C311 FOOTING DEPTH PER LANDSCAPE TYPICAL SITE WALL WORK POINTS Call 811 o two business days before you dig NTS C40`C404 NORTH 0 20 40 80 1 inch = 40 feet APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION 0 m 0 z r <�7C. 1 gyv CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: DR\V / PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: OVERALL GRADING PLAN UB C4002021 CITY OF EDMONDS DEPARTMENT U z 0 U CB (SOLID LID) RIM = 74.49 IE 12" CONC N = 71.29 IE 12" CONC E = 72.39 IE6"PVC E= 71.34__-_-I IE 12" CONC S = 71.34 ASPH I 0 Ell CB RIM = 74.59 IE 6" CONC NW = 72.74 I o IE8"PVC E= 72.84 I U I I CRETE STATUti- J Z LASS FRAMEDARTWORK � �11 I MEMORIAL PLAQUE ---'I CB I (TYPE II)-- I RIM = 75.62 E 12" PVC NW = 68.72 IE6"PVC S= 71.62 12" HDPE SE1 = 69.02 \ I I \\ I I GB \ \ RIM = 177.26 \\IE�8\\ NW=175.61 3.51 \ \ IC SE 60.711 'C S = 60.86 IC W = 60.61 _L 100.373' N 88°43'45" W -CB (TYPE II) RIM = 74.90 IE 12" PVC NW = 69.35 IE 10" PVC E = 69.55 IE 12" PVC S = 69.10 FINISHED FLOOR = 75.82 SSMH RIM = 79.86 / IE 8" CONC NW = 73.56 IE 10 " CONC S = 73.61 / = 68.41 = 68.46 = 68.46 / IrnMr, _ 12Q r1, �nA.LJ_ / / II ASPH 0 0 �I I N U) co ASPH V iSv TIC 74.70 BC 74.70 (EX) TIC 74.67 (EX) BC 74.67 (EX) L YARD DRAIN 1 c� RIM = 75.83 YARD DRAIN IE3"PVC W= 75.13 RIM= 75.87 I IE3"PVC E= 75.15 IE3"PVC W= 75.17 IE 3" PVC S = 75.17 YARD DRAIN W YARD DRAIN YARD DRAIN RIM = 77.22 RIM 77.35 YARD DRAIN RIM 7585 = .= o I RIM = 78.71 U IE3"PVC W= 75.15 YARD DRAIN YARD DRAIN IE 3" PVC S = 78.01 o RIM = 75.79 RIM = 78.71 U I BARD DRAIN IE 3" PVC W = 75.09 IE3 PVC 78.06 RIMRD DRA " o I IE3"PVC E= 75.19 IE3"PVC E= 75.14 IE3"PVC S= 78.01 7i. BORING HOLE B-7 3" PVC = IE 3" PVC W = 75.19 YARD DRAIN ='-- / RIM = 75.79 p T CB (TYPE II) - - - - - - -- IE 3" PVC W = 75.13 RIM 77.31 IE 6" CMP N = 75.66 IE 3" VC E = 75.13; - cn IE 15" CMP E = 72.66 Q IE 12 CMP W/ STAND PIPE S = 72.79 Ct� 76 " = _ SSMH IE TOP 6STAND PIPE 75.63 - J _ - _ / ; ASPH RIM = 74.81 ; �--- � � � � � 0 7g IF 175.28 66.81 ASPH APPROXIMATE LIMIT OF 7W ) ASPH �8p� ASPH I o IE BC 75.28(EX) 56 \,___,;�_C_077 78 6 ADD ALTERNATE #3 80 , TIC75.84 = C408 ' BASE BID CONDITION Li BC 75.34(EX)----------- - ASPH SHOWN ASPH - / 74.93- TBW 79.58 xL--�: - - TBW 80.14- LP 78.44 _ -- --- TC 74.71 (EX) 74.79 &11 Ns ,BW 76.00 BW� 78W0048 BC74.38 (EX) U = 2 P R /PV W = 75.12 x ■�■ .................. ...................... _ .. ... . ... TSW SO.OB ............. ... ....... • IE . PVC = 72. �2 '� M 79. RI 76. 02 •• _ �.� IE . j. CMP N 2. 7 7 RIM � 1 L OF DEBRIS �, 1.0� BSW 79.58 ..... _ ...................... - �� RIRIM 80.12 IF 8„ � � ��'� x x E 73.•. .. ......... .......... • • � A/ �. M = 76.17Cn .... _ o I LP 78.75 cam- .. 6„P.VCN= 73.3 E 88" P�� S ". P W 8014 CB _ TB.0 6" P C 73.2 .. 80.39 TSW 81.00 BW 79.20 RIM `;:77 a '� w ., ICE 8 • PV N = SO.45 \t/ A/ \I/ \1/ \t/ \t/ \t/.... f x 000 > TBW 80.69 IE $' VC = 4�1.9/ ASPH VC .r P spPV BW 80 69 �� r.►. ♦. .. ; CO NET ... NE .... x 80.69 •�► ��, �►� ♦�.. s TW Ij . .. . . .. .. .. . A) 80 57 �� C I T � 1 E O C x 80.65 .I LP 79.86 .. ... I �.. T NNIs CO T x �♦ ♦• o 1. . 80.61 80.69 x � � ♦ IM 79.36 �' �' 00 FULL OF DIRT 81.90 1 I Rn n AI .... ... .... 1 no x (,RA1413 �'• . CIM 77 24 _♦ I on co .�■ ASP'• 1VEyA�„•- i :I i• 4# MAW) mAmIm a • �� • 1 : • i 1V III► -B ASPH IM 78. 10ULL OF GRAVEL 1 • tllllll - ® • Ld : �, I : : 11 • c . ��1i�� 1��i�♦�� / .� ��+ter �• 1 .�� • __.• 1 .. .. 9 98 .. .. 01-4 W AM ASPH ASPH BS 81.00 el ,_ • //i �� • �� : •2.4 1 �� : • 11 • %%� _ !I�■�i►:_.�%%%i'"Ili®� I NOTES 1. REFER TO C300 SERIES FOR STORM DRAINAGE AND UTILITY INFORMATION. 2. REFER TO LANDSCAPE FOR PAVING AND HORIZONTAL CONTROL INFORMATION. 3. TOP BACK OF WALL ELEVATIONS ARE GIVEN TO TOP OF GRADE. REFER TO LANDSCAPE FOR TOP OF WALL ELEVATIONS. C400 4. CONSTRUCT GRADES TO THE SPOT ELEVATIONS INDICATED AND PROVIDE CONSISTENT SLOPE BETWEEN SPOT ELEVATIONS. SPOT ELEVATIONS SHALL GOVERN AS THE PRIMARY METHOD OF SETTING GRADE, FOLLOWED BY SLOPES, AND THEN CONTOURS. 5. REFER TO SKATEPARK PLANS FOR GRADING WITHIN SKATEPARK FOOTPRINT. GRADES AT EDGE OF SKATEPARK INDICATE FINISHED GRADE AROUND SKATEPARK AND DO NOT REPRESENT ELEVATIONS OF THE SKATEPARK STRUCTURE. LEGEND .0 ASPH,' � ❑� . � � � NO PARKING .. .. f... ■.... L G� all 811 a two business days before you dig 2% 100 T APPROXIMATE LIMIT OF WORK PROPERTY LINE CONVEYANCE SWALE SURFACE SLOPE SPOT ELEVATION GRADE BREAK MAJOR CONTOUR MINOR CONTOUR LAWN/PLANTING PER LANDSCAPE PLANS REINFORCED LAWN PER LANDSCAPE PLAN HARDSCAPE PER LANDSCAPE PLANS HMA PAVEMENT RESTORATION NORTH 0 10 20 40 1 inch = 20 feet APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION <�7C. 1 gyv CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CIVII REVIEWED BY: DR\ / PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: GRADING PLAN - NW UB I 2 2021 CITY OF EDMONDS DEPARTMENT AIN 71 S = 78.01 YARD DRAWN RIM = 78.6f IE 3" PVC $ = 77.99 / 1 1 -6' CHAIN LINK FENCE I j I r CONC SPH : . . . . . . . . . . . . . . . . . . "" .......7......nine . .....� . ...w........�,. ...... .................line in......... ., � � � � s � w w � �► � M80.65 0 1.4%' 80.67 � .r 1 10.66 q/ 1 IDPE ----,7-84 ii n421�000000 ' � N 5 I I I CB RIM = 88.32 / CB IE 24" CMP N = 83.12 RIM = 82.67 IE 6" PVC W = 83.32 w IE 6" PVC N = 80.02 YARD DRAIN z IE 12" HDPE W = 79.87 RIM = 85.22 \ IE6"PVC W= 82.32 o 8 IE6"PVC E= 82.32 / 6 ASPH ASPH coNc 8s_ PROPERTY LINE (TYP) APPROXIMATE LIMIT W OF WORK (lYP) W 84 � o 0 o 0 4/ ... GLASS 78'p 85� 1 IP .w........�.... ... ,.........,�......... .......,,......... .........:� .......... HP .::.........::............................... � 62' 88'4 5„ W _ �I� Ali 45" W 1 � o EILT� H IRR IE 6" PVC E = 81 IE & PVC �'`L/ GGt \P -77-- BOULDER BC 88.56 (EX) 2" PVC RISER (S) CONCRETE RETAINING WALL I � O SSMH RIM = 88.56 IE 8" CONC W = 79.06 IE 8" CONC N = 80.26 --BOULDER RETAINING WALL BC 86.65 (EX) 86.68 (EX) TIC 86.60 i BC 86.60 (EX) 86.57 (EX)1 PI I TC 86.50 BC 86.50 (EX) y�TC 86.88 (EX) BC 86.44 (EX) o I U I El MATCH EX GRADES A SAWCUT LINE (TV) V ASPH II � I � GRADING le l ENLARGEMENT C405 J W C 0 U = U 1 (i OULDER RETAINING WALL ,SSMH RIM = 87.56 IE 8" CONC N = 79.06 IE 8" CONC S = 79.11 IE 8" CONC E = 80.01 CB RIM = 87.10 IE 12" CONC S = 83.82 KPH SPRAG UE CB RIM = 86.65 IE 12" CONC N = 83.10 IE 12" CONC S = 83.10 SPRAGUE ST/ 7TH AVE / I CB (SOLID LID) RIM = 84.67 IE 12" CONC N = 81.62 IE 12" CONC S = 81.67 II IE 8" PVC E = 82.02 U U I SDMH RIM = 84.60 NO PIPES VISIBLE I CB RIM = 83.83 IE 6" DI NE = 82.98 AQD" NOTES 1. REFER TO C300 SERIES FOR STORM DRAINAGE AND UTILITY INFORMATION. 2. REFER TO LANDSCAPE FOR PAVING AND HORIZONTAL CONTROL INFORMATION. 3. TOP BACK OF WALL ELEVATIONS ARE GIVEN TO TOP OF GRADE. REFER TO LANDSCAPE FOR TOP OF WALL ELEVATIONS. C400 4. CONSTRUCT GRADES TO THE SPOT ELEVATIONS INDICATED AND PROVIDE CONSISTENT SLOPE BETWEEN SPOT ELEVATIONS. SPOT ELEVATIONS SHALL GOVERN AS THE PRIMARY METHOD OF SETTING GRADE, FOLLOWED BY SLOPES, AND THEN CONTOURS. LEGEND 2% XX.XX ................................................... 100 • Call 811 • a two business days before you dig APPROXIMATE LIMIT OF WORK PROPERTY LINE CONVEYANCE SWALE SURFACE SLOPE SPOT ELEVATION GRADE BREAK MAJOR CONTOUR MINOR CONTOUR LAWN/PLANTING PER LANDSCAPE PLANS REINFORCED LAWN PER LANDSCAPE PLAN HARDSCAPE PER LANDSCAPE PLANS HMA PAVEMENT RESTORATION NORTH (1) 0 10 20 40 1 inch = 20 feet APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION <oC• 1 Sys CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKERIMACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 ". M.,r, d 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: DR`V , PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: GRADING PLAN - NE C ftgfi 4%J B 021 CITY OF EDMONDS DEPARTMENT FINISHED FLOOR = 75.82 SSMH RIM = 79.86 IE 8" CONC NW = 73.56 IE1000NCS= 73.61 = 68.41 = 68.46 = 68.46 / = 68.51 SDMH RIM = 80.16 2" CONC N = 77.46 " CONC SE = 77.66 / 12 CONC S = 77.51 / CB RIM = 80.40CB RIM = 75.05 IE 8" DI E V"IE6" = 78.85 VCN= 72.05 PVCS= 71.50 IE 6" PVC W = 71.45 CBRIM(SOLID I D- IE 12" CONC N = 78.06 IE 12" CONC S = 78.16 IE8"DI W= 78.76 RIM = 75.06 IE6"PVC N= 71.96 IE6"PVC S= 72.16 SDMH RIM = 82.48 IE 12" CONC N = 79.33 IE 8" CONC E = 79.38 IE 12" CONC S = 79.38 SSMH RIM = 83.95 IE 8" CONC N = 76.45 IE 8" CONC E = 76.55 RIM = 83.94 IE 6" DI N = 82.34 IE 4" HDPE NE = 82.44 FINISHED FLOOR NO PARKING OWING ENLARGEMENT e ' NO P rA ASPH NO PA NO PARKING-- ASPH 8br ASPH 2" PVC RISER (S) 2" GALV RISER (S) TRANSFORMER (S) (i)GRADING C407 ENLARGEMENT MMmoo MM 6 BOARD FENCE CB J RIM = 83.84 - - IE 6" PVC N = 82.04 IE 2" HDPE S = 82.14 IE 4" HDPE NW = 82.24 NOTES IE 4" PVC - . ' ' �' 1. REFER TO C300 SERIES FOR STORM DRAINAGE AND UTILITY INFORMATION. LP '' LP\ .' 2. REFER TO LANDSCAPE FOR PAVING AND HORIZONTAL CONTROL INFORMATION. Rz Z/RR RR 3. TOP BACK OF WALL ELEVATIONS ARE GIVEN TO TOP OF GRADE. ..... LP..... •� � '- - � �, _� �, ,� � � � : REFER TO LANDSCAPE FOR TOP OF WALL ELEVATIONS. CV 622 84.55 LP 83.02 84.65 - GRASS �4. CONSTRUCT GRADES TO THE SPOT ELEVATIONS INDICATED AND PROVIDE � CONSISTENT SLOPE BETWEEN SPOT ELEVATIONS. SPOT ELEVATIONS SHALL \V GOVERN AS THE PRIMARY METHOD OF SETTING GRADE, FOLLOWED BY SLOPES, AND THEN CONTOURS. TPN _- ,7 `�' 0043*21000d000 i7 C) �FOOTBA� FIELD i7 HP 85.50 �3S q BC ..�....... �,........ ............................. .........�........H P .................:..........:.:..................:':..1......:' _ = _ �11)MQN\DS 3+`,50 543.\e6- 41 �, N 43'36 O \VCD W U q/ q/ q/ q/ \V W LLJ t 2 GRASS 1 W W 84.65 LT LP t U \k ALP 83.80 85 M 5' BOARD FENCE CB RIM = 84.21 IE 12" CMP E = 82.46 IE 6" PVC S = 82.56 IE 2" PVC WITH STANDPIPE N = 82.54 IE TOP OF STANDPIPE = 84.01 GF ASPH BOARD FENCE APPROXIMATE LIMIT OF WORK (TYP) I 4 \11' je VW-' 96 BC IE 8 IE IE 3" LEGEND 2% XX.XX ................................................... 100 nn L J9- Call 811 two business days before you dig APPROXIMATE LIMIT OF WORK PROPERTY LINE CONVEYANCE SWALE SURFACE SLOPE SPOT ELEVATION GRADE BREAK MAJOR CONTOUR MINOR CONTOUR LAWN/PLANTING PER LANDSCAPE PLANS HARDSCAPE PER LANDSCAPE PLANS NORTH (1) 0 10 20 40 1 inch = 20 feet APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION 0 M 0 z r <�7c. 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER � MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CM REVIEWED BY: DR\V / PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: GRADING PLAN - SW B C4B321 CITY OF EDMONDS DEPARTMENT B LDER� 7LP � O L SCA E ELT IEND AT �1 `t -- _ IIR MATCHLINE: SEE SHEET C402 A " RM... 4.48_ IE6"PVC E= 81.44 �� ,D ""IE - LP 85.00 IE 6`� PVC N`'= I81. 9`I' 'RIM 85.10 86.01 85.06� , G � � `� 86.09 ... ............ 85.17- GRASS 84.55-,,, . ......... . . 86 � .09 �.... BOULDER . \ \1/ 86.01 L PE DE I 84.65 85.09 PH84.98D TSW 84.98 `I �g4 \z LP 84.48 GRASS A� : o +DEC 85 � 8» GRASS DE V O G&L POS ; BORING HOLE #3 q/ I - .......................................................................7.........\7.....HP......I..................................... � ......... v,........ .�,. ,w........�. � GR�rss 85.50 +00 5+50 6+00 4• +50 54A/6 N °43'36" \IW \I/ \�/ \�/ U � I I SDMH r s s s IE WATER L = n- IT NO PIPES VISIBLE ASPH 8� I/ \1/ 1\V 3SP IH -9 P E ASPH M J o R'5. � 89.50 0 89.58 W \ IE 8" P C I (N = 7 �HP,. A R.(.N. S IE 8" C C I (S - 80 IE 8" VC UT W ) =7 4 GRA S p X -�--_ - -� �r-------`�----�=--- - - - - - W X W 83.� U (o (n \tE 0» CQNC E 1.75 � =I � i W \ I E 4" PVC S= .05 u� 1 W c _ $L 86.45 89.50 86.37 .yp � Q \V q/ 77 GRASSY 89.58 �� RIM 86.84 LP 84.65 T L'I,P STIC . 85 D CAPE RDER �I E IV -86 87.89 Woo CHIPS *D DRAINk YARD DRAIN �• M = 83.34 RIM\,= 83.39,�l -4, 4" l/C N = 4 IE 4" PVC N = 82.39 87 87ENCH .81 z--z- -- - -- _ - -- 87.79 -,BSW 87.09 E 84 � •• I • S 84 . -0.. .....GRASS . 86.82 86.94 ; .......•TSW •87.59 » I� { GRAND ST CB- 86.75. 87.71. \ 2 LAY BA, = 85.97 . - .. RIM 86.89. 86.75 .. 86.88 S 85 1' TA);C PLASTIC. �O � p W� 81�43\,, RI = 8 IE 8''CONC EI'= 8 6 8' AIN L�NK FENC HI • 87.63�wooD CHIPS .. ............#...... ..... --.... .. �.. -- -- ..... - - - DEC 24" �, � ••••x• TSW 87.64 86 x87.71� x P x x x ............. ..1�. ' ..s..: ...... . .. . ...................... -LP 85.87 ........... BSW 86.80 88 89 TSW 87 64 ASP" - - - - - ASPH SPH A PH ,81 I CCU ASPH sowCr, s 1• 1• i ,1i - _- i� -_- _ - - - - s s s s ---------- -- -x >TC 86.97 - -TC 87.22 - - -I C� - - - _ TIC 89.00 _ TC 89.37 T_C 89.91 BC 86.47 (1 1- 'CE BC 86.72 (EX) TIC87.28 = �� BC 88.`50 (EX) -BC 88.87 (EX) -BC 89.41 (EX)- g4 ol.89 BC 86.78 (EX) � ASPH l (�\5' BOARD FENCE RETAIL TIC 92.71 ICj o 1E 8" DTC 87.044 C 88 III PROXIMATE LIMIT \WORK ( K RETAINING WALL BC 92.2- (EX) R (s)' "--BC 86.55 (EX)') CO II r�� u�ER (s) 1 1E ( ) CONCRETE RETAINING AL CONCRETE ETAINING WALL 6' CHAIN LINK FENCE 2" GALV RISER (S) 9`_ IE 3" PVC S = 86.39 CB RIM = 87.41 RIM = .6PROPERTY LINE (TYP) GB 1 IE 8" DI W = 85.91 IE 6" PVC E = 85.57 RIM = 87.50 IE6"PVC S= 86.32 IE6"PVC W= 85.95 1 IE 8" DI N = 85.47 J cB RIM = 83.83 IE 6" DI NE = 82.98 I y �I NOTES 1. REFER TO C300 SERIES FOR STORM DRAINAGE AND UTILITY INFORMATION. 2. REFER TO LANDSCAPE FOR PAVING AND HORIZONTAL CONTROL INFORMATION. 3. TOP BACK OF WALL ELEVATIONS ARE GIVEN TO TOP OF GRADE. REFER TO LANDSCAPE FOR TOP OF WALL ELEVATIONS. C400 4. CONSTRUCT GRADES TO THE SPOT ELEVATIONS INDICATED AND PROVIDE CONSISTENT SLOPE BETWEEN SPOT ELEVATIONS. SPOT ELEVATIONS SHALL GOVERN AS THE PRIMARY METHOD OF SETTING GRADE, FOLLOWED BY SLOPES, AND THEN CONTOURS. ASPH LEGEND CONCRETE BLOCK CO RETAINING WALL CO CB o I RIM = 84.41 W U IE WATER LEVEL = 82.11 APPROXIMATE LIMIT OF WORK Q _ NO PIPES VISIBLE _ - SSMH RIM = 85.81 PROPERTY LINE ~ IE 8" CONC N = 79.96 1 IE 8" CONC S = 80.01 IE 12" CI E = 80.21 > > > CONVEYANCE SWALE ASPH CB (SOLID LID) ��IE -�S RIM = 84.83 20� WATER LEVEL = 82.03 SURFACE SLOPE NO PIPES VISIBLE CB 1 RIM = 84.53 XXX.XX IE 8" CONC E = 81.83 SPOT ELEVATION IE 12" CONC S = 81.63 6................................................... GRADE BREAK EDMONDS ST I 100 MAJOR CONTOUR i8 MAILBOXES CB (TYPE II) \ I RIM = IE 12" CONC CONC N = 81.48 d' IIE6"PVC S= 82.08 NO OTHER PIPES VISIBLE CB RIM = 86.58 ASPH I IE 6" DI N = 85.73 S o I BORING HOLE B-4 SSMH RIM = 89.68 IE 8" CONC N = 81.38 IE 8" CONC S = 81.48 �9 I 90 z -1\ I ' �\I 191, XI1I --J4,13 MAILBOXES Call 811 a two business days before you dig I.F. MINOR CONTOUR LAWN/PLANTING PER LANDSCAPE PLANS HARDSCAPE PER LANDSCAPE PLANS NORTH 0 10 20 40 1 inch = 20 feet APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION 0 m 0 z r <�7c. 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER � MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282 •04 DRAWN BY: CMI REVIEWED BY: DR\ / PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: GRADING PLAN - SE C41; 021 CITY OF EDMONDS DEPARTMENT GRADING ENLARGEMENT SCALE: 1" = 10' 1 C402 TIC 75.78 EX I. :. BC 75.30 (EX) .. 75.80 TIC 75.37 _ . _ _ \.F/ BC 75.37 (EX) -.. TIC75.41 BC 75.41 (EX) 75.84 000000000.0/ TC 75.63 EX :::::: C P\/C BC 75.39 EX .:.:.:.:.:.:.:.:.:.:.:.:.: .:.:.:.:. 1. 1 ... .75.54%. .. j RIM 75.97 RIM :: .............. ....... ................... .:.:.:.:.:.:.: Z TIC 76.05 EX BC 75.66 (EX))-) ll TC 76.00 EX Q z BC 75.77 (EX)6X, . TIC 75.79 BC 75.79 (EX) . �.:.r,. 0 75.97 0000000, 76.1711000 ... _ ....... .76.35.. TIC 75.87�.,..:....: ........:: BC 75.87 (EX) ...... ..= .. .. ..:�... C TIC 76.10 EX RIP BC 75.92 (EX) o: CIE 4.. . GRADING ENLARGEMENT SCALE: 1" = 10' Call 811 a two business days before you dig 2 C401 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: CITY ENGINEERING DIVISION 0 m 0 z r <�7c. 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: cmi REVIEWED BY: DR\ / PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: GRADING ENLARGEMENTS C4.� B 021 CITY OF EDMONDS DEPARTMENT TIC 77.03 •:•: .''� '. ' '..: TS 78.40 BC 77.03 + 77.18 SIBS 77.27 TIC 76.95 EX : ; ....... TBW 78.40 (EX) BC 76.59 (EX) :...; ;..'.:. , .... BW 77.60 C TIC 77.23 ' ' . . TBW 78.40 (EX) R BC 76.73 .. . '..'.'.'.'.'.' r�.r...... ... . . BW 77.60 F TIC 77.02 (EX) TBW 78.51 o. 'o �' 77.25\1' BW 78.00 (EX) HA ICAI' KIN . V --- -- TBW 78.59 (EX)---- "-'TBW:7�8�.32 TIC 77.58 1 (EX) BW 78.08 BC 77.08 .'..'.'.'. ..... .' . Q.W. 77.41- ... . TIC 77.02 ;.;.;.;. :.:.:...' TBW 78.27 (EX) BC 77.02 (EX) ...... .... �• .. ' ' ' '�•� '•-BW 77.62 •' ..'.'...'.'.'. W....... Q .'.:.... 1...... 1.::;;:'. TS 78.70 TIC 88 = 77 o'r... . .. .... .....' BS . 77.62 F- BC 77.38 ..... 7z-.. TC 77.33 ; ; ;•;• .'.'... .........TS 78.70 BC 77.33 (EX) .'. �0000000l' ......... '..'.'.... ; ........ 'r. .;.:... 7L7.�77 . ........ ' •i. TBW 78.38 (EX) I/ TIC 78.20 ; :::;;;::;;;. BW 77.77, 8 BC 77.70 ; : 8.'.. j. . °off...;.:.;.;. .. .' .'.'.'.'.'.'.TBW 78.37 (EX) TIC 78.16 :.;. ;.;.;.: :. BW 78.37 BC 77.66 (EX) .,. . • •, i.e.....e . ..••••• _ X TBW 78.66 (EX) r TIC 77.74 ; BC 77.74 (EX) 78.24- BW 78.64 (EX) I� :: : ;':' • • •:•; TC 79.11 TIC 78.00 V. '.'.'.'.'.'.' BC 78.61 < A BC 78.00 (EX) 78.43 LP 78.48 , TIC 78.57 ' •'•'•' .' .'.'.'.'.'.': BC 78.07 (EX) ..... .......... 1 \1/ \ •v E TIC 78.61 ......7 BC 78.11 (EX) . .;•;•:•:• ; ; 'A' A'. ' TC 78.69' TIC 78.69 .........;�.. �;.:...... BC 78.69' ... . . / BC 78.19 EX ( ) GRADING ENLARGEMENT SCALE: 1" = 10' 3 C401 ........'..'..'..'..'...'HH..PP................ .'...'..''.'..'..'.'...'I ' Y... ..3......:..;.'.., ........ ;;;;;;:;:;...............'''''''''' ..............................•`::;:: .8358....... ''''''8''' •.•.••• •••••• �... ........: ; ...:. .83.58;:''' ......;. 83.5 ......... p I:: .'.'.'.'.' ................. 83.50� ��.. .'. .'. • • • •'• ..'.'.'. ;.:.;.; . ; ; ' .......... . . •r. ......�.;................ ......... ..................... ...... , •••:•:•;•.'. .'.'.',,•;•;•;•;•.•;•;•;•.•;.;.;.;.;.;...;.;.;.;...;.•r.1'•'.•''•'.;r�'•'• .'.•.•:•: ;•;•.....•;•;•;•.•.' ;•;.;...•.•. . . I - -- . T. ..................... . ....... ................. 83.69•... r^r ...... '.'.'...'....'. ' ' '.'.'.'.'.'.'.'.'.' ..'.. . ;�F ':I=��`�lODE.'..... ...;:;;;;:;:;.....:;:;.;.........•..,...... :: ... '.,. P . C . . ......... •r .'k'. . ..'..83.59'.........HP 83.75 .83.41 ........'.'.'.'. 1.;.;.:.'. •'• • ..'.' .. . ............... ......... .... ... .HP$3.78 ;............... .'.'.'.'.'.'..,83.57' : ........ HP 83.77'. .; ... •'''..:.. ..••-•- .83.63 .'.'.'.'.'.1.'. 84.0.07.•..• ...... ;....'''...._........ ...... .: '. ..1.; ..87 .'.;.:.:.......�3 '•••................ . 3• '•'•'• '''' '' '' . ..- .TI R. I Si.T .aaR.lY HP•.. ... ..;: . ..'.'.'.� r' . .. {'•j••;.;•;.;.:.;.;..:.:......;.;.;.'� .r..'..... ...... ;{; j ' ' ' ' ' ' ' ' ' ' ' ''.'.'.'.'.'.'•1.'J.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.F... ' •'' ''' ''' .'... • • • • • 1.'.I'.. �•. ............ .. .............I..�'.. GRADING ENLARGEMENT SCALE: 1" = 10' 4 C403 Call 811 a two business days before you dig 0 5 10 20 1 inch = 10 feet APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: CITY ENGINEERING DIVISION 0 m 0 z r <�7c. 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CMI REVIEWED BY: DR\ / PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: GRADING ENLARGEMENTS .� B C4u; 021 CITY OF EDMONDS DEPARTMENT �TC4.31 84 IS 83.18 TC 83.40 EX BC 83.81 (EX) U BC 83.29 (EX) TS 83.18 z ------------- - - -------------------- - - -------------------------------------------------- ------------------ U � GRAVEL GRAVEL ---- TC 84.48 RAT GRA VEL BC 83.98 (EX) CDI/ 7—/ 4 CON C ADD ALTERNATE #3 GRADING ENLARGEMENT SCALE: 1" = 10' 5 C401 Fj Call 811 a two business days before you dig NORTH (1) 0 5 10 20 1 inch = 10 feet APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: CITY ENGINEERING DIVISION 0 m 0 z r <�7c. 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CMI REVIEWED BY: DR\ / PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: GRADING ENLARGEMENTS C4Ift7J B %,J 212021 CITY OF EDMONDS DEPARTMENT L7� .C�, �, F3 .V •� .� .� .......... k ........ .......................... ........ .........>�.......... ........ .. ..,�......... ........ ........ ..... ...... ........ ........ ........ ,......... ........ ............................ ......... ........ .......... ...... GRA SS . .•• IE 6 CMC C CIM = 79.60 99 . .. ... .. LE 12 .... •, IE 1 ... CMP E �3 81 E 899 CO - . ..................... I CO W - 73:00 GRASS IE 12" � IV IV ... ...... ..... ........ ........................�.)..........I IL ......... .......... ,.......11�.........�....... �1' ' �V" ".V �V � � � .� �V .•••�i% .� �V .� .� .� .� .� .� . . . . . . . . . . . . . .VS•'''••••• .V �V •t/ .V .V .v .V .� •l/ .V .V 80.70 �V ,.•�V �V �V �V �V �V �V �V �V �V �V �V �V . . . . . . . . . . �V �V/ . . . . . . . . . . . . . �J �L \L \L \L \L \L \L \L \L 14/ q/ \L \L \L . . . . . . . . . . . \V \V 14/ \V \V V V V ��\V . . \4' �V \V NV . . . . . . . . . . \V %V \V \4/ \1/ �0 \1/ \4/ 14/ \4/ \j/ \1/ %4/ \4/ q/ q/ \4/ \4/ . . . . . . . . . . . . . . . . (8( MW 83.80 . . . . . . . .V .� \V .V \V \j/ BW $P.95 . . . . . . . . . . . . . . \V NV TB 80.85 .V �V \4/ .V .V .V 41 .V .V •V . . . . . . BW 8O .V .V \V .V q/ \V J84.45 •V \V •V . . . . .V .V . . . . . . . . .V .V \4/ \I/ .V .V \1/ .. .. . . . . . . . . . . . . .. . . . . 3 6 M 79' A5. . . . . • 0.8o .$4.62 FUEL 0DIF�'T .� ... 74 ° � �85.55 � � w .� .� •V .� .� .V .� .� .V ,V � . . . . . .TBW 84..71. BW. 8.0.9� . . . ... . . . . . . . . . .��w . . . . . ..... .. . . . . . .� TBW 84.63 �' . . . . . . . . 41 .� .� •V .� 85:72 . . . . BW 81.06. . . . . .� .V �.� . . . . . . . . . . ... . . . . . . . •TBW• 85.80- . . . . . . . . . . . . . . . . . . ,� .� •� . . . . . .� .� •� .� .� . . . . . . . .BW K06 . . — — — �v .1/ ./ ./ .4 \ . . . . . .� \V .� ... ..... \1/ 14/ \4/ \4/ q/ \11 \1/ \1/ ..... 41 \V .v 8 3 TBW 85.73 . . . . . . . .� .v .� .� .� .� .v �• .� .v .� .� .� .� TS• 87.12 . . . BW • 81.1.4 .� .� .� .� .� 7.0 BW • 81.1.4 . . . . . . . . . . \1/ \1/ \4/ ° ./ . . . . �. R A SS • . . . . . . . .. . . . . . TS �V 41.V .V .V . . . �V .V .V • S 80.85 � .o 9 •99 .� .� .� �. .� .� .V 41.V .V ° N 8 4 � • 4 HIV .V .V \ .V \1/ .V .V .V • ' • • .V 41 .V .V .V .V .V .V .V . . . . .V .V \V ADD ALTERNATE #3 GRADING ENLARGEMENT SCALE: 1" = 10' 6 C401 • Call 811 • a two business days before you dig NORTH 0 5 10 20 1 inch = 10 feet APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION O m O z r <oC• 1 gym CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKERIMACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 ". M.,r, d 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 03/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: CMI REVIEWED BY: DR` , PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: ADD ALTERNATE GRADING ENLARGEMENTS B C4081o2l CITY OF EDMONDS DEPARTMENT J! a.. I 'A. Te T 7.' STRIPING T. 1 "T, TO REMAIN i -1 NA 3 0.1 7 x, is s V"--M V. REMOVE 7 7-7 STRIPING j is (D16 MA f %x- # Lu w LLI > < A 'V it V\ 'VN. REMOVE T. STRIPING i 4., 30' I 13 IV :44 4- jr.. SSMH RIM = 79.86 VC NW = 73.56 :ONC S = 73-61 MIATCHLINE SHEET LlCl IMATCHLINE SHE ET Ll 03 I • Oro —q-. 7l*pjlS( 1-W 1-2 IF PAP FA OAF OAF — ------ 5 In • _ _ //, � Vie.; ■ OW g WQXI@ N PM -VI -I q'1QKggCQ oeo*'�00000�,�oeo�o��?� © • 5 p"WgwMAAA"VA L0 VMMMWwVm 0IAAWow,AA00ftLCCGW++—FLE W0 0 weAg f Ag , WE ov, -,Lw, ow, - X 00000000 2020.5 Q 0 A OAF ------- _- 0 OAF NZ, N®R ;31 EI N 0 5 10 20 40 SCALE: 1 20'-0" -n 0 m 0 z .f,o C. I S 9 %j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKERMACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA WASHINGTON REGISTERED LANDS!CAPP ARCHITECT �Mt O CE N0� 1385 KEY PLAN PROJECT NUMBER: P3282.04 DRAWN BY: NSI REVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: DEMOLITION PLAN - NW ESUB L 10 M r25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES ' N o o Lw Lw w Z �u Z .Ij----.--,� �•• .. P a so so so �o v v — — so % —so_ ................... ... —�o •o �P �o so so so �o—�o—�o—�o— — s\�so—so — Q Q I I ___ 30' 30' i r. i so —so —so —so —so —so —so—so o— —so — �" � I 84 — p o :. T-T�- r in ♦ , ,< 4a r l�v i e t' r. i I �1_ I. I a� . d s �i ------------- ♦♦ ♦ ♦'may �' �♦ ♦♦ ♦ �, <♦ ♦ �' �' ♦ ��, MIRA ♦ < ♦ ♦ < . < < , ��,i ♦, ♦, ♦, ♦, ., , ♦, , ♦, 1 mmmmmmmmon qmmmmmq p M-4 44, 14, Ad ♦ , < , ♦ , ♦ < , ♦ ♦ , < , ♦ 44 , ♦ 144 ,♦ , , ♦ ,' ' , , ♦ , Raw e <♦ ♦ < ♦ , << , < �� .♦ , ♦` • .< , -� ma`s~a<o� 30' i — - 30' �vllji'tq 1 MATCHLINE SHEET L102mom y MATCHLINE SHEET L104 LEGEND LIMIT OF WORK MATCHLINE — — -- — — — PROPERTY LINE REMOVE EXISTING CURB, WALL, FENCE, RAIL, ETC, INCLUDING ANY ASSOCIATED FOOTINGS AND BASE MATERIAL ............................ PAVING A T I V NG S WCU LINE STRIP LAWN CLEAR AND GRUB VEGETATION SSMH RIM = 88.56 4 4 a 4 REMOVE EXISTING SAND/GRAVEL — FULL IE 8" CONC W = 79.06 444 4 IE 8" CONC N = 80.26 4 J DEPTH REMOVE EXISTING ASPHALT PAVING AND BASE MATERIAL — FULL DEPTH ++++++ REMOVE EXISTING WOOD CHIP SAFETY + SURFACING AND ASSOCIATED DRAINAGE, FULL DEPTH. TREE PROTECTION FENCE PROTECT EXISTING TREE TO REMAIN REMOVE EXISTING TREE REMOVE EXISTING LIGHT POLE AND SSMH 29 FOOTING RIM = 87.56 IE 8" CONC N = 79.06 IE 8" CONC S = 79.11 IE 8" CONC E = 80.01 1 I I I I GENERAL NOTES 1. CONTRACTOR TO NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN THE PLANS AND THE EXISTING CONDITIONS BEFORE STARTING WORK. 2. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE TEMPORARY TREE AND PLANT PROTECTION SPECIFICATIONS FOR THE PROJECT. 3. SEE CIVIL PLANS FOR UTILITY DEMOLITION/RELOCATION. 4. SEE ELECTRICAL PLANS FOR ELECTRICAL DEMOLITION. 5. REMOVE EXISTING IRRIGATION VALVES, LATERAL LINES, MAINLINE, AND SPRINKLERS. KEY NOTES OREMOVE EXISTING BLEACHERS AND FOOTINGS, FULL DEPTH. O REMOVE EXISTING STAIRS AND RAILINGS, FULL DEPTH. TO BE RELOCATED BEHIND THE O3 EXISTING UTILITY POLE, PROTECT IN PLAC SIDEWALK. OREMOVE EXISTING DRINKING FOUNTAIN, CUT AND CAP WATER LINE FOR FUTURE USE OEXISTING SPIGOT, CUT AND CAP WATER LINE FOR FUTURE USE OREMOVE EXISTING BENCHES AND FOOTINGS, FULL 6 DEPTH OSAWCUT EXISTING ASPHALT 24" FROM FACE OF PROPOSED CURB AND REMOVE, FULL DEPTH N O m O z r .f'oC• 18y%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA WASHINGTON REGISTERED LANDSCAP ARCHITECT RA OSE CERTIFICAT N0. 1385 KEY PLAN PROJECT NUMBER: P3282 .04 DRAWN BY: NSI REVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: DEMOLITION PLAN — NE SUB 25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES 0 5 10 20 40 SCALE: 1" = 20'-0" I i I I I SSMH I ` l.� I RIM = 79.86 .� :`y-.l. : L .,. NW = ON CS _ 73.56 73.6 ..... ;� f. .:.: :.:. y . - .: . . • MAT HLINE HEET L1 1 C S 0 m -.af.. " �l �. ,, . 'y"1 . '. -:':. MATCHLINE r; SHEET L103 s s. ;; :f • sY : 'j .: �• p 1 J :;,. ,P" .,p: K. I. �� I I ss� :I. :�:: r. �° 1 ,:. t. . f''f I.: K I h :.; �. �. i i ;y i• �s•• pr . a,: a, of •I',• •1. f V f. I I .; `. 4 'A� :E.a FF 1 I I I s .- - i. 1 � :'r �! i' j . I i' .. �. •d. c`' I 2 ry' ` .•K �'�c- I - Goa � 4—.0� . '.• X. �,i � I p T — —w— — .—,w ' :k.'� I . ;w.�' .1; j,- o : �. { •Y" `4 ,I. I I S mow/ ya: P :� � f I: i I uy I I .1 ` i 4•j° d `I . I , I •5 SSM H I 83 .95 RM 45 IE 8 CO NC N 76. IE 8" CONC E = 76.55 S CRI .. i I i 1- >9 50 I I I I • . I I I W• K I I I i I I Z WI .p iI �i .. I Q I I . I I I— i 2 I i g I i I I i I 1 I I .. i _. i 30 . gI I I 4 i i i iI i 1 i- I I I i _.—ems so_so_so �° • p '. STRIPING i T AI 0 REM N . . I , I .�.. j I ,' . .... 1 I i .1, I - i �� I ! 1 I�:.. y h•' I I I J I rf:- e :.: I..' i I i I 'a TRIPIN S G I ::t I T R AI 0 EM N I� i i I I 1i/� Ali■�i /f ' p. _. . ��a I .yy. Lodi' ,. 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PAVI N AW T I N G S CU L E STRIP AWN L C AR AN R V TATI LE D G UB EGE ON a 4 4 — REM V XI TIN AN RA F 4 4 OEE S GS DG VEL ULL a 4 4 4 4 4 DEPTH 1 ■ ■ ■ 1 � � 1 1 ■ 1 RMV XI TIN A PHA T PA I A E O E E S G S L V NG ND BASE MATERIAL - FULL DEPTH R XI TI HIP AF TY EMOVE E S NG WOOD C S E + + + RFA IN AN A IAT RAI A SU C G D SSOC ED D N GE F PTH ULL DE �X x TREE PROTECTION FENCE PR T T XI TI TR T R AI 0 EC E S NG EE 0 EM N REMOVE EXISTING TREE RMV XITIN I HTP A E O E E S G LG OLE ND FOOTING NRA NT GEE L 0 ES 1. CONTRACTOR TO NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN THE PLANS AND THE EXISTING CONDITIONS BEFORE STARTING WORK. 2. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE TEMPORARY TREE AND PLANT PR T TI P IFI ATI F R TH PR T 0 EC ON S EC C ONS 0 E OJEC . IVI P A F R TI ITY ITI R ATI 3 SEE C L L NS O U L DEMOL ON ELOC ON. 4. SEE ELECTRICAL PLANS FOR TRI A M ITI ELEC C L DE OL ON. R M XI TI IRRI ATI A AT RA I 5 E OVE E S NG G ON V LVES, L E L L NES, MAINLINE, AND SPRINKLERS. KEY NOTES 1 O REMOVE EXISTING SIGN AND FOOTING, FULL DEPTH. OEXISTING SPIGOT, CUT AND CAP WATER LINE FOR FUTURE USE. ( REMOVE EXISTING PORTABLE RESTROOM. OREMOVE EXISTING DRINKING FOUNTAIN, CUT AND CAP WATER LINE FOR FUTURE USE. O5 EXISTING UTILITY POLE, PROTECT IN PLACE ORELOCATE EXISTING FIRE HYDRANT, SEE CIVIL AND SALVAGE MEMORIAL PLAQUE AND OREMOVE � BOULDER OSAWCUT EXISTING ASPHALT 24" FROM FACE OF PROPOSED CURB AND REMOVE, FULL DEPTH OREMOVE EXISTING GRANDSTAND FOUNDATION, FULL DEPTH. CONTRACTOR TO VERIFY EXTENTS IN FIELD. 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I �.'i ° � 30' I I I I I I I I I LEGEND - LIMIT OF WORK MAT H IN C L E --- --- PR P RTY IN 0 E L E REM V XI TIN R A F O E E S G CU B W LL ENCE RAI T I I A Y A IAT L E C NCLUD NG N SSOC ED FOOTINGS AND BASE MATERIAL ............................ PAVI N AW T I N G S CU L E TRIP AWN S L AR AN R CLE D G UB V TATI EGE ON 4 4 4 4 4 4 4 4 RMV XI TIN E O E E S G - A RA F S ND G VEL ULL / 4 4 4 DEPTH REMOVE EXISTING CONCRETE PAVING AND A MAT RIA - B SE E L F PTH ULL DE RMV XITIN E O E E S G APHATPAI A S L V NG ND BASE MATERIAL FULL DEPTH R XI TI EMOVE E S NG HIP AF TY WOOD C S E -I- RFA IN AN A SU C G D IAT RAI A SSOC ED D N GE , FULL DEPTH. �x x TREE PROTECTION FENCE PROTECT EXISTING TREE TO REMAIN REMOVE EXISTING TREE RMV XITI IHTP A E O E E S NG L G OLE ND FOOTING GENERAL NOTES 1. CONTRACTOR TO NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN THE PLANS AND THE EXISTING CONDITIONS BEFORE STARTING WORK. 2. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE TEMPORARY TREE AND PLANT PROTECTION SPECIFICATIONS FOR THE PROJECT. 3. SEE CIVIL PLANS FOR UTILITY DEMOLITION/RELOCATION. 4. SEE ELECTRICAL PLANS FOR ELECTRICAL DEMOLITION. 5. REMOVE EXISTING IRRIGATION VALVES, LATERAL LINES, MAINLINE, AND SPRINKLERS. KEY N T 0 ES O1 REMOVE EXISTING PLAY EQUIPMENT AND FOOTINGS, FULL DEPTH. 2O REMOVE EXISTING STAIRS AND RAILINGS, FULL DEPTH. OREMOVE EXISTING PICNIC TABLE/BENCH, INCLUDING ASSOCIATED FOOTINGS AND BASE MATERIAL, FULL DEPTH. TO BE RELOCATED BEHIND THE OEXISTING UTILITY POL SIDEWALK. OSAWCUT EXISTING ASPHALT 24" FROM FACE OF PROPOSED CURB AND REMOVE, FULL DEPTH OREMOVE EXISTING GRANDSTAND FOOTINGS, FULL DEPTH. CONTRACTOR TO VERIFY EXTENTS IN FIELD. N 1 O Tu V m O z r `,oC. 1 S9v CITY OF EDMONDS 700 MAIN STREET EDMONDS WA 98020 425-771-0320 WALKED A Y M � 1218 3RD AVENUE SUITE 1310 SEATTLE WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS WA WASHINGTON REGISTERED LANDSCAP ARCHITECT RA OSE CERTIFICAT N0. 1385 KEY PLAN J ■ ■ PROJECT NUMBER: P3^8^ .04 DRAWN BY: NS REVIEWED BY: AK�LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: DEMOLITION PLAN - SE SUB 25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES 0 5 10 20 40 SCALE: 1 " = 20'-0" E � A —SD SD— SDI—/ —G G�G—G_G i G ° —P P—P�—P—PI F S° \ ° I � I ° w ° 1 " 1 ° ° p_P—P�L II � � I CD a i I � a I I� a I Stripe parking stalls per City standards. WPIGFI I, SJ Sli SI1 _.. SD SD ADD ALTERNATE WATER FEATURE PAVERS AT PLAZA BASE BID SHOWN #1 AND UNIT t" _SS_SS—SS—SS—SS—SS—SS—SS SS—SS—s —Is SS_SS _SS _SS _SS _SS _SS —S t— S—SS—SS—SS —SS—SS—SS— SD- SD—SD—SD—SD—SD—SD—SD—SD—SD—SD—SD—SD—SD—SD—SD—SD—SD—SD—SD—SD—S SD--TSD—SD—SD—SD—SD—SD—SD— ° SS—YC SS —SSA rn rn —P—Pb P—I W i LEGEND — — — L.O.W. (OFFSET 5' FOR CLARITY) MATCHLINE — - - PROPERTY LINE VEHICULAR AND EMERGENCY PP_ ACCESS EXISTING STORM DRAIN EXISTING SANITARY SEWER EXISTING WATER LINE —P— EXISTING UNDERGROUND POWER —G— EXISTING GAS LINE PROPOSED STORM DRAIN, REFER TO CIVIL PROPOSED SANITARY SEWER, REFER TO CIVIL PROPOSED DOMESTIC WATER LINE, REFER TO CIVIL PROPOSED UNDERGROUND POWER, REFER TO ELECTRIC %M%= 0 10 20 30 60 SCALE: 1 " = 30'-0" CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT RA OSE CER IFICAT N0. 1385 KEY PLAN _. uD o r0 PROJECT NUMBER: P3282.0" DRAWN BY: NS IREVIEWED BY: AK LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: OVERALL PLAN L204UB M 5 2021 CITY OF EDMONDS DEPARTMENT i i i I i i LT i i i i i i I i i CURB iFAMP TYPE 1 PERPEN ICU AR A L81 E I 10 L820 1 12' CHAIN LINK 6 CONCRETE RETAINING STARTING POINT OF _ ___________________ _____ 8 EE�Cl�IG,_ TYP___________ _____ L820 _yyALL - TYPE 1------ RETAINING_WALL_ CONCRETE R TAINI IVY WALL TYP CONCRETE CURB 3 :_::: :: LIMIT OF WORK:::::: _ ::= 1 �—-----:: :: TYPE 1 L820 o 'I ffiffi, mm ° uWm 3 TEN L831 TIE I D H 0 6 CURB AT 1 T COURT L8201 I I I I 71 IV uj �rWS ♦♦,PHU ' NET iWN LIGHTING SCHEDULE FURNISHINGS SCHEDULE SYMBOL NAME DETAIL ❑ POLE LIGHT 1 /L840, SEE SPECS SPORTS FIELD LIGHTING SEE SPECS UTILITIES SCHEDULE SYMBOL NAME DETAIL ® ® CATCH BASIN LID 14/C313, 16/C313 MANHOLE LID 5-6/C310 oC0 CLEANOUT 4/C310 ° E 1 ELECTRICAL PEDESTAL (CONVENIENCE POWER) 1/E700 ❑HB HOSE BIB 11 /L840 SYMBOL NAME DETAIL _ LJ BENCH, OWNER FURNISHED CONTRACTOR INSTALLED 7/L840 8/L840 ®® TRASH/RECYCLING RECEPTACLES 3/1-840 : z BIKE RACK 4/L840 PICNIC TABLE, OWNER FURNISHED CONTRACTOR INSTALLED 5/1-840 oil ACCESSIBLE PICNIC TABLE, OWNER FURNISHED CONTRACTOR INSTALLED 5/1-840 DRINKING FOUNTAIN 2/1-840 SOCCER GOAL SEE SPECS BASKETBALL GOAL POST 1/1_831 LEGEND CONCRETE PAVING TYPE 1 (1 /L810)* *FOR ALL WORK WITHIN ROW REFER TO CITY OF ° CONCRETE PAVING TYPE 2 (1/L810)* EDMONDS STANDARD DETAILS L814-L817 e CONCRETE PAVING TYPE 3 (1 /L810)* FLEXIBLE POROUS SURFACE TREATMENT (7/1-902) DECOMPOSED GRANITE ON GRADE - PEDESTRIAN (7/1-812) BASE BID: ASPHALT PAVING - PEDESTRIAN (2/1-810) ALT #2: RUBBER TRACK SURFACING (1/1-812) ASPHALT PAVING - VEHICULAR (3/L810)* POURED -IN -PLACE SURFACING - COLOR 1 (4/1-813) POURED -IN -PLACE SURFACING - COLOR 2 (4/L813) POURED -IN -PLACE SURFACING - COLOR 3 (4/L813) POURED -IN -PLACE SURFACING - COLOR 4 (4/L813) ..r POURED -IN -PLACE SURFACING - COLOR 5 (4/L813) ARTIFICIAL TURF (6/L813) SPORT COURT SURFACE (2/L812) LAWN AREA PLANTING AREA PEA GRAVEL (3/L813) REINFORCED TURF LAWN (8/L812) op pQ00004000000040 09000000000000o0o0o L.O.W. (OFFSET 5' FOR CLARITY) MATCH LINE -- PROPERTY LINE ROOT BARRIER (10-1 1 /L900) PROPOSED TREE + EXISTING TREE 11=1=1=1 � XXX CIF � SILVA CELL EXTENTS CONCRETE FINISH SCHEDULE SITE ELEMENT FINISH CONCRETE PAVING, PEDESTRIAN TYPE 1 WATER BASED SURFACE RETARDANT - TYPE A WATER BASED SURFACE RETARDANT CONCRETE PAVING, PEDESTRIAN TYPE 2 - KEY NOTES O1 EXISTING ALLEYWAY 2O EXISTING POWER POLE O3 EXISTING CURB 4O EXISTING SIDEWALK O5 EXISTING CURB CUT O6 COURT STRIPING O7 EXISTING FIRE HYDRANT OSEAL COAT & RE -STRIPE EXISTING ASPHALT O9 PARKING STRIPING 10 CURB TO BE PAINTED YELLOW BETWEEN DRIVEWAY � Alyce PARKING ��;u GENERAL NOTES %J m 1. CONTRACTOR TO NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN THE PLANS AND THE EXISTING CONDITIONS BEFORE STARTING WORK. N 0 z r 0 5 10 20 40 SCALE: 1" = 20'-0" `'o C. 18y%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKED I MANY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA WASHINGTON REGISTERED LANDSCAP ARCHITECT RA OSE CER IFICAT N0. 1385 KEY PLAN PROJECT NUMBER: P3282.04 DRAWN BY: NS REVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: MATERIALS PLAN - NW ESUB L20M r 25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES : 9 AGILITY LADDER 'SIR21N G, TYP. -------------------------------- 1 i CONCRETE CURB 3 i - TYPE 1 — — —---------------------------J LIMIT OF WORK sv ISO , MMMM=MMMM=MMMM 30 ill__ -,III. I ti;.. ❑ ❑ ❑ ..., . ,. .. ..... .. . M1 . • • .. ,, , .. .. .. a ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 . ::. y. . L . Q .::. ••. ..:.. .:. .. •. ... M1 c. M1 .• . .... ,,.• ... +. :1 E _ ..• •. • • •_ •�, .. . • '~ r : < �- _ 1 \ , , 4LL :. .: , ,.. ..:' is w,..: ' .. :.......... : &E- ❑ ❑ ❑ `❑ ❑ ❑ ❑ ElElI .. ❑ ❑ ❑ ❑ ❑ LIGHTING SCHEDULE SYMBOL NAME DETAIL ❑ POLE LIGHT 1 /L840, SEE SPECS SPORTS FIELD LIGHTING SEE SPECS UTILITIES SCHEDULE SYMBOL NAME DETAIL ® ® CATCH BASIN LID 14/C313, 16/C313 MANHOLE LID 5-6/C310 oC0 CLEANOUT 4/C310 ° E 1 ELECTRICAL PEDESTAL (CONVENIENCE POWER) 1/E700 ❑HB HOSE BIB 11 /L840 FURNISHINGS SCHEDULE I J D 10 ROOT B RR L900 6 PARK SI 17 N 840 I 1040 REMOVA LE LLARD 8) rDETECTABLEWARNING iACEE CRO SWALK TY OF EDMONDS, N.I.C. i I I -d II I ; 1 CURB RA P TY!PE L815 PARALLEL A i 2 Li 1I 3 CONCR iE CI RB L814 AND G TER i' M v w D z w Q MATCHLINE SHEET L202 lo. MATCHLINE SHEET L204 11 SYMBOL NAME DETAIL _ LJ BENCH, OWNER FURNISHED CONTRACTOR INSTALLED 7/L840 8/L840 ®® TRASH/RECYCLING RECEPTACLES 3/1_840 : z BIKE RACK 4/1_840 PICNIC TABLE, OWNER FURNISHED CONTRACTOR INSTALLED 5/1_840 oil ACCESSIBLE PICNIC TABLE, OWNER FURNISHED CONTRACTOR INSTALLED 5/1_840 DRINKING FOUNTAIN 2/1_840 SOCCER GOAL SEE SPECS BASKETBALL GOAL POST 1/1_831 LEGEND julm 11l1�1l om, 0000000� 0� 000�0�0�0 0000000000000000000 0000000000000000000 00900000000000000o0o0o ol CONCRETE PAVING TYPE 1 (1 /L810)* *FOR ALL WORK WITHIN ROW REFER TO CITY OF CONCRETE PAVING TYPE 2 1 L810 * ( / ) EDMONDS STANDARD DETAILS L814-L817 CONCRETE PAVING TYPE 3 (1 /L810)* FLEXIBLE POROUS SURFACE TREATMENT (7/L902) DECOMPOSED GRANITE ON GRADE - PEDESTRIAN (7/L812) BASE BID: ASPHALT PAVING - PEDESTRIAN (2/L810) ALT #2: RUBBER TRACK SURFACING (1/L812) ASPHALT PAVING - VEHICULAR (3/L810)* POURED -IN -PLACE SURFACING - COLOR 1 (4/L813) POURED -IN -PLACE SURFACING - COLOR 2 (4/L813) POURED -IN -PLACE SURFACING - COLOR 3 (4/L813) POURED -IN -PLACE SURFACING - COLOR 4 (4/L813) POURED -IN -PLACE SURFACING - COLOR 5 (4/L813) ARTIFICIAL TURF (6/L813) SPORT COURT SURFACE (2/L812) LAWN AREA PLANTING AREA PEA GRAVEL (3/L813) REINFORCED TURF LAWN (8/L812) L.O.W. (OFFSET 5' FOR CLARITY) MATCH LINE PROPERTY LINE ROOT BARRIER (10-1 1 /L900) PROPOSED TREE EXISTING TREE r— — — — — — — — XXX CF SILVA CELL EXTENTS L — — — — — — — — J CONCRETE FINISH SCHEDULE SITE ELEMENT FINISH CONCRETE PAVING, PEDESTRIAN TYPE 1 WATER BASED SURFACE RETARDANT - TYPE A WATER BASED SURFACE RETARDANT- CONCRETE PAVING, PEDESTRIAN TYPE 2 TYPE B CONCRETE PAVING, PEDESTRIAN TYPE 3 WATER BASED SURFACE RETARDANT -TYPEC CONCRETE PAVING, PEDESTRIAN TYPE 2A INTEGRAL COLOR, WATER BASED SURFACE RETARDANT -TYPE D, MICA AGG. CONCRETE PAVING, PEDESTRIAN TYPE 2B INTEGRAL COLOR, WATER BASED SURFACE RETARDANT -TYPE D R T CONC E E P I AV NG, PEDESTRIAN TYPE 2C INTEGRAL COLOR, WATER BASED SURFACE RETARDANT -TYP E E, MONOCHROME AGG. SEAT WALL TYPE 1, 2, & 3 INTEGRAL COLOR, ARCHITECTURAL CONCRETE, WATER BASED RETARDANT - TYPE B ARCHITECTURAL CONCRETE, WATER BASED CONCRETE RETAINING WALL TYPE 1 & 2 RETARDANT - TYPE B SCRAMBLE WALL ARCHITECTURAL CONCRETE, RUBBED FINISH ARCHITECTURAL CONCRETE, WATER BASED CONCRETE STAIRS RETARDANT - TYPE B ARCHITECTURAL CONCRETE, WATER BASED CONCRETE SEAT TERRACE RETARDANT - TYPE B CONCRETE CURB TYPE 1, 2, & 3; WATER BASED SURFACE RETARDANT FLUSH CURB - TYPE B KEY NOTES O1 EXISTING ALLEYWAY 2O EXISTING POWER POLE O3 EXISTING CURB O4 EXISTING SIDEWALK GENERAL NOTES O5 EXISTING CURB CUT O6 COURT STRIPING O7 EXISTING FIRE HYDRANT OSEAL COAT & RE -STRIPE EXISTING ASPHALT 1. CONTRACTOR TO NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN THE PLANS AND THE EXISTING CONDITIONS BEFORE STARTING WORK. N 0 5 10 20 40 SCALE: 1 " = 20'-0" 0 m 0 z r .f'oC• 18y%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA WASHINGTON REGISTERED LANDSCAP ARCHITECT RA OSE CER IFICAT N0. 1385 KEY PLAN PROJECT NUMBER: P32 82 .04 DRAWN BY: NSI REVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: MATERIALS PLAN - NE SUB L20Z25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES *"" . .yy ":,��/ I t el-11.1i v 1 MATCHLINE SHEET L201 I . ��II��>_� .I MATCHLINE SHEET L203 Stripe parking p p 9 stalls per City standards. ��' ° 4� � . as �mmm ME l.7l�wwwvor�swwwwr.: ■ I �wu■o w�w�■r� wwlu C mmm w ■ m r�ar■6w wr�ir�w ww�e mmm mmm _ww ww ■r■iu■w �■■dw,iw ww�l �� mmm w Qmmm ErA vw■■wwwwwwwwwwwwwi�wwuw MRq-mm==Rq-qmmmmmmm r�www■■r�s�we�wwv� w .��ww�wwiiir7 wow®s�a��aaaa=.� _. _= mmm w �� w:wl� - - o�wwww�•wwwww.■ ► mmm �� ■=■uw , ��wi■d■wrsir.�wwwwr.: AID] ww �w!■�ww�witwl■0srrwwelul ww 1 ■ir�ww wrr�I■rl wsrro SIMPMEEMEE mmmww m _ w ME ■�ruwwOw■>dw■wOw�■ul ■l�wwwwMEVNIM - M mffldww� MMIMPA I offin w, I I IME ww wwwwemwelwwwow.al�wa�,�aa�ea�.m - wwwwl■.wwwwwwrowwwwwsa��le�wwR�� _ - �■wwr P-1--ollowlilli! w ii� 'w i� ® . wiwa s� ��, wwwwwwwwwwwww a ,-: ww. w = wwwwwwwwwww Alll - �� = ww © = wwww�:wwA■www wwwwwww®wwww wwwwwwwwww■w®m wiawwwwwwwwwww �� ■IN■ , wwlw■■wwww■ai®wwww ----------------- �I I 1■■._ III.._..._ III.■_. 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' :� . :... ,:... > , ... ... , .. ..,. . % % .. \-; v -i--_--� ° v v ° . . v a °' . -T,74- ::___, _LIMIT OF WORK :� � �_:, _ _ �� _ _ _ _ �__— CONCRETE CURB 3 COMPANION SEATING, L-82�------------ - r _�-----�""' - ; " I LIGHTING SCHEDULE __ 4 DECOMPOSED GRANITE o o �� 81-2--AT__C`O-NC- -, TYP. `�, `� ------- - ----------------- I w w w'w I ; � cn w�z-----------, z =' U U QI< SYMBOL NAME DETAIL ❑ POLE LIGHT 1 /L840, SEE SPECS * SPORTS FIELD LIGHTING SEE SPECS UTILITIES SCHEDULE SYMBOL NAME DETAIL III ® CATCH BASIN LID 14/C313, 16/C313 MANHOLE LID 5-6/C310 oC0 CLEANOUT 4/C310 ° E 1 ELECTRICAL PEDESTAL (CONVENIENCE POWER) 1/E700 ❑HB HOSE BIB 11 /L840 FURNISHINGS SCHEDULE SYMBOL NAME DETAIL _ - LJ BENCH, OWNER FURNISHED CONTRACTOR INSTALLED 7/L840 8/L840 ®® TRASH/RECYCLING RECEPTACLES 3/1_840 1 t I I l I BIKE RACK 4/1_840 0 PICNIC TABLE, OWNER FURNISHED CONTRACTOR INSTALLED 5/1_840 oil ACCESSIBLE PICNIC TABLE, OWNER FURNISHED CONTRACTOR INSTALLED 5/1_840 I DRINKING FOUNTAIN 2/1_840 SOCCER GOAL SEE SPECS BASKETBALL GOAL POST 1/1_831 1 �11�11�11�1-i'I r I __1 I., . . . :: ..: . . k)M�IMI �' � -1 - oaoaa00000000000000 00000aaaoaoaaaoaoao oaoa000aoa000000000 00000000aoaoaoaaaaaoa0 CONCRETE PAVING TYPE 1 (1 /L810)* *FOR ALL WORK WITHIN ROW REFER TO CITY OF CONCRETE PAVING TYPE 2 1 L810 * ( / ) EDMONDS STANDARD DETAILS L814-L817 CONCRETE PAVING TYPE 3 (1 /L810)* FLEXIBLE POROUS SURFACE TREATMENT (7 /L902) DECOMPOSED GRANITE ON GRADE - PEDESTRIAN (7/L81 2) BASE BID: ASPHALT PAVING - PEDESTRIAN (2/L810) ALT #2: RUBBER TRACK SURFACING (1/L812) ASPHALT PAVING - VEHICULAR (3/L810)* POURED -IN -PLACE SURFACING - COLOR 1(4/L813) POURED -IN -PLACE SURFACING - COLOR 2 (4/L813) POURED -IN -PLACE SURFACING - COLOR 3(4/L813) POURED -IN -PLACE SURFACING - COLOR 4 (4/L813) POURED -IN -PLACE SURFACING - COLOR 5 (4/L813) ARTIFICIAL T 1 C L TURF 6 L8 3 SPORT COURT SURFACE (2/L812) LAWN AREA PLANTING AREA PEA GRAVEL (3/L813) REINFORCED TURF LAWN (8/L812) L.O.W. (OFFSET 5' FOR CLARITY) MATCH LINE PROPERTY LINE ROOT BARRIER (10-1 1 /L900) PROPOSED TREE EXISTING TREE I I I XXX CF I SILVA CELL EXTENTS CONCRETE FINISH SCHEDULE SITE ELEMENT FINISH CONCRETE PAVING, PEDESTRIAN TYPE 1 WATER BASED SURFACE RETARDANT - TYPE A WATER BASED SURFACE RETARDANT CONCRETE PAVING, PEDESTRIAN TYPE 2 -TYPE B CONCRETE PAVING, PEDESTRIAN TYPE 3 WATER BASED SURFACE RETARDANT -TYPEC CONCRETE PAVING, PEDESTRIAN TYPE 2A INTEGRAL COLOR, WATER BASED SURFACE RETARDANT - TYPE D, MICA AGG. CONCRETE PAVING, PEDESTRIAN TYPE 2B INTEGRAL COLOR, WATER BASED SURFACE RETARDANT - TYPE D CONCRETE PAVING, PEDESTRIAN TYPE 2C INTEGRAL COLOR, WATER BASED SURFACE RETARDANT - TYPE E, MONOCHROME AGG. SEAT WALL TYPE 1, 2, & 3 INTEGRAL COLOR, ARCHITECTURAL CONCRETE, WATER BASED RETARDANT -TYPE B ARCHITECTURAL CONCRETE, WATER BASED CONCRETE RETAINING WALL TYPE 1 & 2 RETARDANT - TYPE B SCRAMBLE WALL ARCHITECTURAL CONCRETE, RUBBED FINISH ARCHITECTURAL CONCRETE, WATER BASED CONCRETE STAIRS RETARDANT - TYPE B ARCHITECTURAL CONCRETE, WATER BASED CONCRETE SEAT TERRACE RETARDANT - TYPE B CONCRETE CURB TYPE 1, 2, & 3; WATER BASED SURFACE RETARDANT FLUSH CURB - TYPE B KEY NOTES O1 EXISTING ALLEYWAY (�) EXISTING CURB CUT 2O EXISTING POWER POLE O6 COURT STRIPING (�) EXISTING CURB 07 EXISTING FIRE HYDRANT 0 EXISTING SIDEWALK 8 SEAL COAT & RE -STRIPE O EXISTING ASPHALT GENERAL NOTES 1. CONTRACTOR TO NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN THE PLANS AND THE EXISTING CONDITIONS BEFORE STARTING WORK. N 0 5 10 20 40 SCALE: 1" = 20'-O" 0 m 0 z r n 9 C 1 8 CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKED A M CY 1218 3RD AVENUE, SUITE 1310 SEATTLE WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA WASHINGTON REGISTERED LANDSCAP ARCHITECT RA OSE CER IFICAT N0. 1385 KEY PLAN PROJECT NUMBER: P3282 .04 DRAWN BY: NSI REVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: MATERIALS PLAN - SW L20%TESUB VJ 25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES ... ...... .. .. %M ... ..n:.... ,. •.. . •, y, •, .. . . ..4 :: .. . . ... 1. t .. •e .•';% : .. ": .. -I• ' y .. .. .: . �' • . • y ... .�� t••'• ♦ .: :. .. %%�:.. : .. n .. ,.% .. .. : . 1.:.r.:.. I .. ,. . , Mii:l'r` ;:� .. ..,. •. . k......,... .: .. .•. •y ..::. '.: '..: ,. .. L ,. .. . _. .. . k' .... .. .. 2• . k •'S . , L. . . IUD 4V 1 V '-+':— �'t 'h .. — —• ,. .. �T .` ._:--'.-. I- ,... '.t.::.:.' . .. ------ : .. ::.. % . ... :;: -.: ,.,. ' .. . ---- •. •• y. '•.:. - .. % -- - .. .. .. 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I.. —__— --__---___.-__ _ -i �. _ _ CONCRETE CURB .�.___._. _ _ _-------------------------------------- - - - TYPE-1 - ��.----- _TYPE 1 wl= = a: — cn I cn - w w = z z U� U �' 75 I LIGHTING SCHEDULE SYMBOL NAME DETAIL ❑ POLE LIGHT 1 /L840, SEE SPECS * SPORTS FIELD LIGHTING SEE SPECS UTILITIES SCHEDULE SYMBOL NAME DETAIL ®® CATCH BASIN LID 14/C313, 16/C313 MANHOLE LID 5-6/C310 000 CLEANOUT 4/C310 ° E 1 ELECTRICAL PEDESTAL (CONVENIENCE POWER) 1/E700 ❑HB HOSE BIB 11 /L840 -1- MATCHLINE SHEET L202 MATCHLINE SHEET L204 w D z w = I- r` FURNISHINGS SCHEDULE :: SYMBOL NAME DETAIL _ — LJ BENCH, OWNER FURNISHED CONTRACTOR INSTALLED 7/L840 8/L840 ®® TRASH/RECYCLING RECEPTACLES 3/1_840 : z BIKE RACK 4/L840 PICNIC TABLE, OWNER FURNISHED CONTRACTOR INSTALLED 5/1_840 HI ACCESSIBLE PICNIC TABLE, OWNER FURNISHED CONTRACTOR INSTALLED 5/1_840 I DRINKING FOUNTAIN 2/1_840 SOCCER GOAL SEE SPECS BASKETBALL GOAL POST 1/1_831 LEGEND mm =I MEN mmm mm ME IIIIIIIIIIIIIIIIIIIIIIIINIIIII ME EW 111,11-10. XXX CIF CONCRETE PAVING TYPE 1 (1 /L810)* CONCRETE PAVING TYPE 2 (1/L810)* CONCRETE PAVING TYPE 3 (1 /L810)* *FOR ALL WORK WITHIN ROW REFER TO CITY OF EDMONDS STANDARD DETAILS L814-L817 FLEXIBLE POROUS SURFACE TREATMENT (7/L902) DECOMPOSED GRANITE ON GRADE - PEDESTRIAN (7/L812) BASE BID: ASPHALT PAVING - PEDESTRIAN 2 L81 0 ALT #2: RUBBER TRACK SURFACING (1/L812) ASPHALT PAVING - VEHICULAR (3/L810)* POURED-IN-PLAC SURFACING - R 1 4 1 E SU C G COLD L8 3 POURED -IN -PLACE SURFACING - COLOR 2(4/L813) POURED -IN -PLACE SURFACING - COLOR 3 (4/L813) POURED -IN -PLACE SURFACING - COLOR 4 (4/L813) POURED -IN -PLACE SURFACING - COLOR 5 (4/L813) ARTIFICIAL TURF (6/L813) SPORT COURT SURFACE (2/L812) LAWN AREA PLANTING AREA PEA GRAVEL (3/L813) REINFORCED TURF LAWN (8/L812) L.O.W. (OFFSET 5' FOR CLARITY) MATCH LINE PROPERTY LINE ROOT BARRIER (10-1 1 /L900) PROPOSED TREE EXISTING TREE SILVA CELL EXTENTS CONCRETE FINISH SCHEDULE SITE ELEMENT FINISH CONCRETE PAVING, PEDESTRIAN TYPE 1 WATER BASED SURFACE RETARDANT - TYPE A WATER BASED SURFACE RETARDANT CONCRETE PAVING, PEDESTRIAN TYPE 2 -TYPE B CONCRETE PAVING, PEDESTRIAN TYPE 3 WATER BASED SURFACE RETARDANT -TYPEC CONCRETE PAVING, PEDESTRIAN TYPE 2A INTEGRAL COLOR, WATER BASED SURFACE RETARDANT - TYPE D, MICA AGG. CONCRETE PAVING, PEDESTRIAN TYPE 2B INTEGRAL COLOR, WATER BASED SURFACE RETARDANT - TYPE D CONCRETE PAVING, PEDESTRIAN TYPE 2C INTEGRAL COLOR, WATER BASED SURFACE RETARDANT - TYPE E, MONOCHROME AGG. SEAT WALL TYPE 1, 2, & 3 INTEGRAL COLOR, ARCHITECTURAL CONCRETE, WATER BASED RETARDANT -TYPE B ARCHITECTURAL CONCRETE, WATER BASED C CONCRETE RETAINING WALL TYPE 1 & 2 RETARDANT - TYPE B SCRAMBLE WALL ARCHITECTURAL CONCRETE, RUBBED FINISH ARCHITECTURAL CONCRETE, WATER BASED CONCRETE STAIRS RETARDANT -TYPE B ARCHITECTURAL CONCRETE, WATER BASED CONCRETE SEAT TERRACE RETARDANT - TYPE B CONCRETE CURB TYPE 1, 2, & 3; WATER BASED SURFACE RETARDANT FLUSH CURB - TYPE B KEY NOTES O1 EXISTING ALLEYWAY (�) EXISTING CURB CUT 2O EXISTING POWER POLE O6 COURT STRIPING (�) EXISTING CURB 07 EXISTING FIRE HYDRANT 0 EXISTING SIDEWALK 8 SEAL COAT & RE -STRIPE O EXISTING ASPHALT GENERAL NOTES 1. CONTRACTOR TO NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN THE PLANS AND THE EXISTING CONDITIONS BEFORE STARTING WORK. N %%= 0 5 10 20 40 SCALE: 1 " = 20'-O" J) 7171 m 0 z r ,oC. 1 S9 CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKEDM � A Y 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAP ARCHITECT RA OSE CERTIFICAT N0. 1385 KEY PLAN .�.r'6 -r-a u r{ -_ : � WC 7�2--�� W PROJECT NUMBER: P32 82 .04 DRAWN BY: NS IREVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: MATERIALS PLAN — SE L20SUB 25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES D a o a o a o 6 o a o a o 0 0 0 0 o a °oa0aaa°oao°aaa°oao°aao°aoa0 c °0oaoao0o;<',oao Joao°oao°aaa°aaa°o0 000000000000" 0°0°°°o° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 00 0.00000 o0a°a000000°Ooa°aoa°oo0o00 0000000000000000000 a o 0 0 0 0 0 0 0 0 00 0 0 0°0000a00aoo00o000000000°000°000 0000000000000000000000 0 o a o o o a o a o a o a o a 0 0000aaa°aao°aaoaa0000000000000oao°oao°aaooa oao°oao°°oa°°oa°°oOo°o°o°0°aooa°aoo0°aoo°aao° d' ASSISTIVE 1 d. ° PLAYGROUND FENCE �45 da . RUMBLE WALK — A 1-3 L846 -�,i SENSORY" GARDEN 0101 � Zi CONTRABASS CHIMES L841 1410 Forl ♦♦ ��1 �� CONCRETE' CURB @ PIP -- PEA GRAVEL ® • ��* * # 1V CONIC ETE FOSSIL, 5 CONCRETE PAVING \\,L�4 �l EXCA�ATOR • © ... . 4, PICNIC T RI F 1,L:41 , ® �1 d IN LEGEND II�1�1�1�1� I� CONCRETE PAVING TYPE 1 (1 /L810) CONCRETE PAVING TYPE 2 — INTEGRAL COLOR (1 /L810) BASE BID: ASPHALT PAVING — PEDESTRIAN (2/1-810) ALT #2: RUBBER TRACK SURFACING (1 /L812) POURED —IN —PLACE SURFACING — COLOR 1 (4/1-813) POURED —IN —PLACE SURFACING — COLOR 2 (4/1-813) POURED —IN —PLACE SURFACING — COLOR 3 (4/1-813) POURED —IN —PLACE SURFACING — COLOR 4 (4/1-813) POURED —IN —PLACE SURFACING — COLOR 5 (4/1-813) ARTIFICIAL TURF (6/1-813) LAWN AREA PLANTING AREA PEA GRAVEL (3/1-813) REINFORCED TURF LAWN (8/L812) L.O.W. (OFFSET 5' FOR CLARITY) MATCH LINE PROPERTY LINE PROPOSED TREE AL URF I UR ACING r + EXISTING TREE RF —— — — — — —— U m°. PIP XXX CF SILVA CELL EXTENTS ETY SU FACE, L——— — — — — —J - T 'EE GRATE — A9 � L 2 IG PIT 1 ° ° ° ° :..:. �. tea' a TYPE B L 0 a 'd ,. ❑ ❑ ❑ o ❑ ❑ ❑ ❑ n .LT ❑ ❑ ❑ El .p ❑ ❑ ❑ o ❑ �C ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ a 1-3 ❑ ❑ ❑ ❑ ❑ ❑ ❑ o ❑ ❑ ❑ ❑ ,, a� �❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 4 RUMBL= WALK - g :.:. El El El El ... . ,... El • •d El El❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o❑ ❑ ❑ ❑ :.. .: ,. ..:.•. .: .d :.:. •. Q ❑ ❑ ❑ ❑ ❑ I-1 L ❑ I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ �❑ El ,' ti...... ❑ ❑ ❑ ❑ ❑ ❑ , ❑ ❑ ❑ ❑ ❑ ❑ ❑ F \F- ❑ ❑ ❑ JD- �. °. ❑ a ❑ d El El 1-1Elo o ❑ ❑ Li�� g ❑ -:.. D D El 1-1 - D D D D Lj, LJ �S PLAYGROUND ENLARGEMENT SCALE: 1 `10' GENERAL NOTES 1. CONTRACTOR TO NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN THE PLANS AND THE EXISTING CONDITIONS BEFORE STARTING WORK. PLAN FURNISHINGS SCHEDULE SYMBOL NAME DETAIL F0310 TRASH/RECYCLING RECEPTACLES 3/1-840 ACCESSIBLE PICNIC TABLE, OWNER FURNISHED CONTRACTOR INSTALLED 5/1-840 DRINKING FOUNTAIN 2/1-840 UTILITIES SCHEDULE SYMBOL NAME DETAIL ® ® CATCH BASIN LID 14/C313, 16/C313 O MANHOLE LID 5-6/C310 oCO CLEANOUT 4/C310 CONCRETE FINISH SCHEDULE SITE ELEMENT FINISH CONCRETE PAVING, PEDESTRIAN TYPE 1 WATER BASED SURFACE RETARDANT — TYPE A WATER BASED SURFACE RETARDANT— CONCRETE PAVING, PEDESTRIAN TYPE 2 TYPE B CONCRETE PAVING, PEDESTRIAN TYPE 3 WATER BASED SURFACE RETARDANT — TYPE C CONCRETE PAVING, PEDESTRIAN TYPE 2A INTEGRAL COLOR, WATER BASED SURFACE RETARDANT — TYPE D, MICA AGG. CONCRETE PAVING, PEDESTRIAN TYPE 2B INTEGRAL COLOR, WATER BASED SURFACE RETARDANT — TYPE D CONCRETE PAVING, PEDESTRIAN TYPE 2C INTEGRAL COLOR, WATER BASED SURFACE RETARDANT — TYPE E, MONOCHROME AGG. SEAT WALL TYPE 1, 2, & 3 INTEGRAL COLOR, ARCHITECTURAL CONCRETE, WATER BASED RETARDANT — TYPE B ARCHITECTURAL CONCRETE, WATER BASED CONCRETE RETAINING WALL TYPE 1 & 2 RETARDANT — TYPE B SCRAMBLE WALL ARCHITECTURAL CONCRETE, RUBBED FINISH ARCHITECTURAL CONCRETE, WATER BASED CONCRETE STAIRS RETARDANT — TYPE B ARCHITECTURAL CONCRETE, WATER BASED CONCRETE SEAT TERRACE RETARDANT — TYPE B CONCRETE CURB TYPE 1, 2, & 3; WATER BASED SURFACE RETARDANT FLUSH CURB — TYPE B N 0 m 0 z r .f,oC• 1 Sys CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAP AR�CT RA OSE CERTIFICAT N0. 1385 KEY PLAN uu0 PROJECT NUMBER: P3282.04 DRAWN BY: AMS/NS REVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: MATERIALS PLAN ENLARGEMENT SUB 2 0;55 2021 CITY OF EDMONDS DEVELOPMENT SERVICES 0 2 5 10 20 SCALE: 1" = 10'-0" 4_1 I o lo lo u d a d d ° v ° . HANDRAIL, TYP. L d #1, SEE 1/L2070 ° O ° 4 ' ' d 0 dd d d d CONCRETE d d°d ° d ° dSTAIRS ° - iA °' ° NORTH PLAZA .° + +t* +aa+a'+' y* +ay 1 yt•r°yy'yr Q .: a ' + r+ ' y a ++' aa r+ - CONCRETE 1 * * *` *r* *+ ++ • 0° IIIIII TERRACE NORTN ° • *+a+ + +-y + *ty*va **+a'adt r—*+ +a r'*rar d . . y° aa* +a ++y a* *+ r+y r * aa*r+*+*'v ay *+ t � r +y * TREE AT TRE Ea +a+ *y+a *yt+a' a+'* ++* 840 TYPE -TY.P a } r/+ aa } + + ara'r oyarr}* * a--O° • . CONCRETE TERRAC E 'yrr '+y +yr t MIDDLE 8 + ' y + ` -- ++'+ y+yrr+ rar + * a* aat'* **' r a + * a 4—° 'd rr' ty y * r+**'a' +y+yr` ry a+ y* * y y a d •' .° a + ++ a •r 00& •. v *'* + +• + + °°—° d 9• •'SIL A• CELLS ENI, T, EX. T. r'* *+ d TY (TREE AT- art' '* 4 t+ a I' 0TRENCH PAING)4 r 4- 7- — —dd 4 a °—II RESTR0� ,- BUa ILDING'' a a• 4 A. OWNER FURNISHED ° �— —a ° ° d -Da SE 4 dd CONCRETE STAIRS 822 SOUTH PLAZAd 4' -' B--- �CIIII/ P-k ° d d.d d .0 °' 141 CONCRETE 3 SOUTH �28 v°TERRACE d a .d SHAD CANOPY --SEE =-WI14D=SEN-SOf��€E --v -- --- ARCH IT TURE- FO-UNTAIN-DESG - - --- __=-- _ - - - - - _ -_ - - —T--T-- a - - - - - - -- - - - - - - - -.._ 1 — I -- -- -:-:- -f-- --- - ---- ---- - - - - - - - - - - t--- - -- --I------- PLAZA ENLARGEMENT - BASE BID SCALE: 1 "=10' PLAN GENERAL NOTES 1. CONTRACTOR TO NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN THE PLANS AND THE EXISTING CONDITIONS BEFORE STARTING WORK. LEGEND CONCRETE PAVING TYPE 1 (1 /L810) CONCRETE PAVING TYPE 2 (1 /L810) CONCRETE PAVING TYPE 2A CONCRETE PAVING TYPE 2B CONCRETE PAVING TYPE 2C 1 ~ CONCRETE PAVING TYPE 3 (1 /L810) DECOMPOSED GRANITE ON GRADE - PEDESTRIAN (7/L812) BASE BID: ASPHALT PAVING - PEDESTRIAN (2/1-810) ALT #2: RUBBER TRACK SURFACING (1/1-812) ASPHALT PAVING - VEHICULAR (3/L810) LAWN AREA PLANTING AREA L.O.W. (OFFSET 5' FOR CLARITY) MATCH LINE - - PROPERTY LINE + t + a a + r a + + y + r a * + * r * + PROPOSED TREE T EXISTING TREE r——— — — — — —- XXX CF SILVA CELL EXTENTS L— — — — — — — — - LIGHTING SCHEDULE SYMBOL NAME DETAIL ❑ POLE LIGHT SEE SPECS FURNISHINGS SCHEDULE SYMBOL NAME DETAIL 010 TRASH/RECYCLING RECEPTACLES 3/L840 II II II II BIKE RACK 4/1_840 DRINKING FOUNTAIN 2/1-840 UTILITIES SCHEDULE SYMBOL NAME DETAIL ❑ ® CATCH BASIN LID 14/C313, 16/C313 MANHOLE LID 5-6/C310 NCO CLEANOUT 4/C310 of 1 ELECTRICAL PEDESTAL (CONVENIENCE POWER) 1 /E700 ❑HB HOSE BIB 11 /L840 CONCRETE FINISH SCHEDULE SITE ELEMENT FINISH CONCRETE PAVING, PEDESTRIAN TYPE 1 WATER BASED SURFACE RETARDANT - TYPE A WATER BASED SURFACE RETARDANT CONCRETE PAVING, PEDESTRIAN TYPE 2 - N 0 2 5 10 20 SCALE: 1" = 10'-0" `'o C. 18y%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKED I MANY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA WASHINGTON REGISTERED LANDSCAP ARCHITECT RA OSE CER IFICAT N0. 1385 KEY PLAN PROJECT NUMBER: P3282.04 DRAWN BY: AMS/NS REVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: MATERIALS PLAN ENLARGEMENT SUB L20CF25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES . a d ° d ° d d LW HNIT . PAV R AT. 1 W TER FEATURE L813 . d a 74<1 d A .v WATER FEATUR• , ° SEE FOUNTAIN• SIM d e •v . v 0 na d Q ` n IF ® ■ice .��.:_:..:.=.,.....a��lr�■■I■■■r�.�■■��n� p pm 00 Ow an w Mot ��■I ;:=:e �:�:��=�:-� i�::ii:i:■ n:7�ii�I■■■®�� Ae a.. d — ° -- — — — — --= ° d a' a• d -° a E1 c ° d lei d ° d d a d • a d I 0 0 d ° v °1 ° :a ° ° - - - - - - - - - - - - - - - - d - - - -6 - - - - - - - - - - - - - - - - d v - _ _—__ _ _—- =—_--=—=-=—I- a --- - - - ----t- ---: -: - - - - - - -�: -At °. _ - - - - - PLAZA ENLARGEMENT - ADD- ADD ALTERNATE#1 SCALE: 1 "=10' PLAN 0 2 5 10 20 SCALE: 1" = 10'-0" LEGEND CONCRETE PAVING TYPE 1 (1 /L810) as . CONCRETE PAVING TYPE 2 (1 /L810) CONCRETE PAVING TYPE 3 (1 /L810) UNIT PAVERS TYPE 1 UNIT PAVERS TYPE 2 UNIT PAVERS TYPE 3 �~ DECOMPOSED GRANITE ON GRADE - PEDESTRIAN (7/1-812) = BASE BID: ASPHALT PAVING - PEDESTRIAN (2/L810) ALT #2: RUBBER TRACK SURFACING (1/1-812) ASPHALT PAVING - VEHICULAR (3/L810) POURED -IN -PLACE SURFACING - COLOR 1 (4/1-813) LAWN AREA PLANTING AREA REINFORCED TURF LAWN (8/L812) o°o°o°o°o o°o°o°o°o L.O.W. (OFFSET 5' FOR CLARITY) MATCH LINE PROPERTY LINE + + + + + + + + + + + I'�1�1�1� PROPOSED TREE T EXISTING TREE I XXX CF 1 SILVA CELL EXTENTS LIGHTING SCHEDULE SYMBOL PROPOSED TREE T EXISTING TREE I XXX CF 1 SILVA CELL EXTENTS LIGHTING SCHEDULE SYMBOL NAME DETAIL ❑ POLE LIGHT SEE SPECS FURNISHINGS SCHEDULE SYMBOL NAME DETAIL Lai 0 TRASH/RECYCLING RECEPTACLES 3/1-840 II II II II BIKE RACK 4/1_840 DRINKING FOUNTAIN 2/1_840 UTILITIES SCHEDULE SYMBOL NAME DETAIL ❑ ® CATCH BASIN LID 14/C313, 16/C313 MANHOLE LID 5-6/C310 NCO CLEANOUT 4/C310 of 1 ELECTRICAL PEDESTAL (CONVENIENCE POWER) 1 /E700 ❑HB HOSE BIB 11/L840 CONCRETE FINISH SCHEDULE SITE ELEMENT FINISH CONCRETE PAVING, PEDESTRIAN TYPE 1 WATER BASED SURFACE RETARDANT - TYPE A WATER BASED SURFACE RETARDANT CONCRETE PAVING, PEDESTRIAN TYPE 2 - GENERAL NOTES 1. CONTRACTOR TO NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN THE PLANS AND THE EXISTING CONDITIONS BEFORE STARTING WORK. 0 m N O z r 0 2 5 10 20 SCALE: 1" = 10'-0" `o C. 18y%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKED I MANY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA WASHINGTON REGISTERED LANDSCAP ARCHITECT RA OSE CER IFICAT N0. 1385 / KEY PLAN L20 PROJECT NUMBER: P3282.04 DRAWN BY: AMS/NS REVIEWED BY: AK MATERIALS PLAN ENLARGEMENT SUB ar 25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES o000 000000000aoaoc000aoa00000aoa0000 °o 0 0 0 0 0 o a o 0 - :: L• O O O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 4 0 0 0 ® .. .a O 00000°OaaO°p°0000000°0000000°00000°O 000�,O°000pCa0°°p°p0a°O°O°000°000°O°a°0°0°000°0°0°000°°°0° O°C°O°000000000000 .e •e oo o a o 0 o a°000aoaa°coon°o0o°0°000N-so °°o0oa000c°oco°o°o°a°o°o°o°000000cocococo°o°o°o°o°o°o°0000ao °coax°o°Q°o°o°o a ® °0°o°0°c°o°o°a°o°o o a c o 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 o a o 0 o c o 0 o a o 0 o o o a o 0 o a o 0 o O o 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c10,0000 o 0 0 o a o 0 0 0 0 0 0 0 0 0 0 o a o 0 o a o 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 oaoao°000a00000000°o°o°o°a°o°o°o°a° °o°o°a°o°o°o° o a a a o 0 0 0 0 0 0 SCRAMBLE WALE ADD ALTERNATE #C SCALE. 1 "20' TREE GR JE — 9 TY E ,TYP. �4O0 IF TREE CRATES - ADD AETERISATE �4 asm ii W Z w Q 131 mffg TREE GR jjE — 9 TYPE C TYP. L840 PI AN 7%Mm= 0 2 5 10 20 SCALE: 1 " = 10'-0" 1 IRA MINI LEGEND CONCRETE PAVING TYPE 1 (1 /L810) as . CONCRETE PAVING TYPE 2 (1 /L810) CONCRETE PAVING TYPE 3 (1 /L810) UNIT PAVERS TYPE 1 UNIT PAVERS TYPE 2 UNIT PAVERS TYPE 3 DECOMPOSED GRANITE ON GRADE - PEDESTRIAN (7/1-812) BASE BID: ASPHALT PAVING - PEDESTRIAN (2/1-810) ALT #2: RUBBER TRACK SURFACING (1/1-812) ASPHALT PAVING - VEHICULAR (3/L810) POURED -IN -PLACE SURFACING - COLOR 1 (4/1-813) LAWN AREA PLANTING AREA REINFORCED TURF LAWN (8/1-812) uouououou 000000000 O0000 L.O.W. (OFFSET 5' FOR CLARITY) MATCH LINE PROPERTY LINE + + + + + + + + + + PROPOSED TREE T EXISTING TREE � XXX CF � SILVA CELL EXTENTS LIGHTING SCHEDULE SYMBOL NAME DETAIL ❑ POLE LIGHT SEE SPECS FURNISHINGS SCHEDULE SYMBOL NAME DETAIL Lai 0 TRASH/RECYCLING RECEPTACLES 3/1-840 II II II II BIKE RACK 4/L840 DRINKING FOUNTAIN 2/1-840 UTILITIES SCHEDULE SYMBOL NAME DETAIL ❑ ® CATCH BASIN LID 14/C313, 16/C313 MANHOLE LID 5-6/C310 NCO CLEANOUT 4/C310 of 1 ELECTRICAL PEDESTAL (CONVENIENCE POWER) 1 /E700 ❑HB HOSE BIB 11/1-840 CONCRETE FINISH SCHEDULE SITE ELEMENT FINISH CONCRETE PAVING, PEDESTRIAN TYPE 1 WATER BASED SURFACE RETARDANT - TYPE A WATER BASED SURFACE RETARDANT CONCRETE PAVING, PEDESTRIAN TYPE 2 - GENERAL NOTES%%= 1. CONTRACTOR TO NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN THE PLANS AND THE EXISTING CONDITIONS BEFORE STARTING WORK. N 0 5 10 20 40 SCALE: 1 " = 20'-0" O m O z r `'o C. 18y%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKED I MANY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA WASHINGTON REGISTERED LANDSCAP ARCHITECT RA OSE CER IFICAT N0. 1385 KEY PLAN PROJECT NUMBER: P3282.04 DRAWN BY: AMS/NS REVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS:ffc MATERIALS PLAN ENLARGEMENT SUB L206252021 CITY OF EDMONDS DEVELOPMENT SERVICES SCALE: 1 "=20' LEGEND - - - - - - L.O.W. (OFFSET 5' FOR CLARITY) MATCHLINE ---------- PROPERTY LINE c3-1 --- BASELINE - CENTERLINE EXTENSION OF BUILDING FACE CJ CONTRACTION JOINT DIJ DOWELLED ISOLATION JOINT B BEARING BW BOTTOM OF WALL C CHORD LENGTH EQ EQUAL L LENGTH OF CURVE OC ON CENTER POB POINT OF BEGINNING PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PRC POINT OF REVERSE CURVATURE PI POINT OF INTERSECTION PT POINT OF TANGENCY R RADIUS RP RADIUS CENTER POINT SP SPACES TF TOP OF FOOTING TW TOP OF WALL VIF VERIFY IN FIELD 'j� ALIGN LAYOUT NOTES SITE SURVEY WAS PREPARED BY KPFF ON 09/28/2017. ALL COORDINATES SHOWN ON THE DRAWINGS ARE BASED UPON THE COORDINATE SYSTEM ESTABLISHED BY THE SURVEYOR. WALKER MACY ASSUMES NO RESPONSIBILITY FOR ACCURACY OF SURVEYED CONDITIONS AS SHOWN. SURVEY INFORMATION IS PROVIDED FOR REFERENCE ONLY. 2. DO NOT SCALE FROM THE DRAWINGS. THE LOCATION OF FEATURES NOT SPECIFICALLY DIMENSIONED MAY NOT BE DETERMINED BY SCALE. IF CONFLICTS ARISE IN THE FIELD, CONTACT OWNER'S REPRESENTATIVE FOR RESOLUTION. 3. ALL DIMENSIONS ARE TO THE OUTSIDE FACE OF BUILDINGS AND WALLS OR BACK OF CURBS, UNLESS OTHERWISE NOTED. 4. ALL CURVED OBJECTS SHALL HAVE SMOOTH, CONTINUOUS CURVES WITH CONSISTENT RADII AS INDICATED. EACH CURVE SHALL MEET ADJACENT CURVES OR LINEAR SECTIONS ON THE TANGENT, UNLESS NOTED OTHERWISE. 5. REFER TO PLANTING PLANS FOR DIMENSIONAL LAYOUT OF TREES. 6. BOTTOM OF WALL ELEVATIONS SHOWN FOR REFERENCE ONLY, REFER TO CIVIL. COORDINATE DATA CHORD. NORTHING EASTING COORD. NORTHING EASTING COORD. NORTHING EASTING CHORD. NORTHING EASTING SYMBOL IN FEET IN FEET SYMBOL IN FEET IN FEET SYMBOL IN FEET IN FEET SYMBOL IN FEET IN FEET 300302.326 1261840.807 24 300423.862 1262052.314 47 300206.396 1262220.642 70 300227.070 1262235.445 a2 300300.747 1261910.712 25 300410.545 1262175.318 48 300194.148 1262226.412 71 300221.279 1262263.519 �3 300298.826 1261995.768 26 300409.162 1262178.808 49 300198.878 1262248.364 72 300202.076 1262212.557 ® 300293.851 1262208.364 27 300170.119 1262193.854 50 300200.600 1262252.776 73 300122.864 1262245.857 �5 300292.141 1262291.692 28 300148.320 1262208.454 51 300231.816 1262274.356 74 300257.593 1262192.594 © 300386.305 1261842.700 29 300113.322 1262295.867 52 300247.057 1262249.533 75 300218.233 1262232.219 07 300444.934 1261904.039 30 300000.469 1262260.118 53 300253.456 1262247.699 76 300351.560 1261922.747 ® 300437.459 1262234.960 31 299911.924 1262164.152 54 300254.066 1262253.011 77 300361.280 1261929.674 �9 300376.120 1262293.589 32 300086.669 1261826.429 55 300193.966 1262250.441 10 300113.725 1262287.662 33 300087.644 1261783.273 56 300159.456 1262259.226 11 299976.222 1262284.561 34 300338.121 1261883.223 57 300165.453 1262206.832 12 299902.934 1262207.886 35 300369.272 1261904.051 58 300164.932 1262206.255 13 299909.732 1261906.958 36 300366.195 1261907.994 59 300158.293 1262205.555 14 299918.491 1261873.443 37 300388.344 1261929,097 60 300189.593 1262219.318 15 299986.407 1261833,671 38 300384.691 1261932.513 61 300203.700 1262192.328 16 300146.440 1261837.282 39 300432.770 1262043,193 62 300222.186 1262191.861 17 300146.016 1261856,052 40 300325.440 1262008.900 63 300221.554 1262195.922 18 300229.662 1261970.077 41 300385.687 1262066,332 64 300214.476 1262222.167 19 300284.213 1261945,811 42 300385.110 1262065.365 F65 300235.825 1262195.300 20 300268.781 1261917.297 43 300413.399 1262135,467 66 300237.579 1262191.870 21 300315.959 1261914,592 44 300254.090 1262197.066 67 300248.550 1262222.621 22 300319.643 1261916.179 45 300234.111 1262235,972 68 300334.186 1261912.474 Fz 300357.200 1 1261938.731 46 300210.328 1262224.958 69 300344.590 1261918.322 CURVE DATA CURVE NO. CURVE RADIUS CURVE LENGTH INCLUDED ANGLE CURVE NO. CURVE RADIUS CURVE LENGTH INCLUDED ANGLE 60.000 94.248 90.000 23 3.000 7.458 142.447 60.000 94.248 90.000 24 25.166 53.002 120.671 �3 75.000 117.810 90.000 25 29.957 16.523 31.602 75.000 117.810 90.000 26 23.147 10.831 26.810 116.000 152.075 75.114 27 20.252 5.860 16.578 504.000 103.529 11.769 28 7.493 16.899 129.211 54.000 48.911 51.896 2g 56.415 27.411 27.839 �g 179.000 182.798 58.512 30 40.856 39.466 55.346 �g 239.000 128.902 30.902 31 16.013 36.576 130.868 10 74.000 138.308 107.087 32 3.498 13.173 215.773 11 116.000 131.511 64.957 33 18.223 5.367 16.874 12 94.000 72.011 43.893 34 19.000 46.143 139.146 13 154.000 51.152 19.031 35 40.000 57.581 82.479 14 204.000 160.743 45.147 36 5.000 7.309 83.758 15 94.000 144.344 87.982 37 14.500 35.218 139.162 16 201.140 37.527 10.690 38 10.500 27.525 150,199 17 196.140 30.625 8.946 3g 60.000 32.665 31.192 1 g 191.140 122.767 36.800 4p 2.500 4.824 110,559 1 g 154.000 84.280 31.356 41 18.000 98.408 313.244 20 242.000 75.908 17.972 42 14.333 45.341 181.246 21 68.001 40.552 34.168 43 36.413 27.710 43.602 22 204.000 131.962 37.063 44 13.000 23.283 102.615 %: N 0 5 10 20 40 SCALE: 1 " = 20'-0" (j) 0 m 0 z r `,oc. 1 S9" CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT 41 RA OSE\ CERTIFICAT N0. 1385 KEY PLAN LI it u u rl _ 11 43212111I PROJECT NUMBER: P3282.04 DRAWN BY: NS REVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: LAYOUT PLAN SCHEDULE L30SUB IJ 25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES =�u MATCHLINE MATCHLINE 4'-0", TjP. 10'-0" 11'-0" rn I ' Q I ~ ~ I CD CD I (-o 0 ❑ I I I CD ❑ M CD CD CN I i r � aN CD I in CN I i l Lu D z w Q- = o ~ I co CD Ln CD N CD CD SHEET L301 SHEET L303 N I I ❑ ;6 N 0 0 w w w w 58'-0" 55'-6" w w z_ z_ op J J U U U �Q Q LIMIT OF WORK N: 300456.19 TW 80.14 E 1261715 75 BW 78 00 POB TF 75.17 PT 7 ❑ o TW 79.58 BW76.00 I _ _ - ------------------------------------------------------------------------- ---------- 11'-Q" TF 75.17 36 -0 ' " TW 80.23 1 ADD ALT #3 "' BW 79.45 ❑ E3 1-306 SCRAMBLE WALL B SE LINE CD 00 TF 75.17 TW 80.14 / BW 79.20 Pi TF 75.17 j I 38 �"� �, 8 �. Pi � 37 i I PC CD ,',% o Qo 36Ln PI 17 j I 35 77 PI j I 6 76 --- ----- ------ 19 6f -0 I CD 45' 0" 1 34 PI ! / 23 PI / o I ^ I 1 �� O 68 � I � CN 69 PCC 40 �i TW 79.58 j I CD BW76.50 TF 75.17 TW80.05 BW 80.05 ®® I I o �_- �f--- - ---�/ N: 300311.23 TF 75.17 / E: 1261712.48 31'-6" 23'-6" I PI 22 � 10 10'-0' 1 I I 2 PI / 21 PCC PI i � TW 79.03 i---- - i------i o - - - -BW--77��------------------ ----------------------- - - - -® -i-------4-- �� - - - - - - --------- - �! - - - - - - - - - - - TF 75.89 I------ +------ I c�l I----------Eo----------------------------------- j CN CD TW 79.68 I I I I I I i o �� I I 19 0 o BW 78.91 (EX) °O ❑ j / \ TW 9.68 7 \ 20 \\ / j BW 79.01 j TF 75.89 20'- 0 0 - g'T-Q' j T'YP / / I / I ° 1 TW 84.40 BW 83.15 STAIR RAIDII OFFSET LIMIT OF WORK _ FROM SKATE PARK. / SEE SKATE PARK j/ PRC 18 4T 4R I 1 T 14" R 6" j TW 84.40 L307 FIELD HOUSE I 1ElI v O BW 83.15 � � I I � I . ............ � I I LIMIT OF WORK -• I I I I I fbl o / TW 84.62 STAIR RAIDII OFFSET // BW 83.15 FROM SKATE PARK. TW 84.62 SEE SKATE PARK \� /"/ BW 83.37 4T 4R / TW 82.50 T 14" R 6", BW 81.00 TW 82.50 55 BW 82.50 PI PC TW 82.50 I 16 17 BW 81 00 TW 82.50 BW 82.50 I L-----o-- - - ---- -------------------------------------- LEGEND L.O.W. (OFFSET 5' FOR CLARITY) MATCHLINE - - - - --- - - PROPERTY LINE BASELINE c�1------ --------------- CENTERLINE ------------------------------------------ EXTENSION OF BUILDING FACE CJ CONTRACTION JOINT DIJ DOWELLED ISOLATION JOINT B BEARING BW BOTTOM OF WALL C CHORD LENGTH EQ EQUAL L LENGTH OF CURVE OC ON CENTER POB POINT OF BEGINNING PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PRC POINT OF REVERSE CURVATURE PI POINT OF INTERSECTION PT POINT OF TANGENCY R RADIUS RP RADIUS CENTER POINT SP SPACES TF TOP OF FOOTING TW TOP OF WALL VIF VERIFY IN FIELD ',O(� ALIGN LAYOUT NOTES 1. SITE SURVEY WAS PREPARED BY KPFF ON 09/28/2017. ALL COORDINATES SHOWN ON THE DRAWINGS ARE BASED UPON THE COORDINATE SYSTEM ESTABLISHED BY THE SURVEYOR. WALKER MACY ASSUMES NO RESPONSIBILITY FOR ACCURACY OF SURVEYED CONDITIONS AS SHOWN. SURVEY INFORMATION IS PROVIDED FOR REFERENCE ONLY. 2. DO NOT SCALE FROM THE DRAWINGS. THE LOCATION OF FEATURES NOT SPECIFICALLY DIMENSIONED MAY NOT BE DETERMINED BY SCALE. IF CONFLICTS ARISE IN THE FIELD, CONTACT OWNER'S REPRESENTATIVE FOR RESOLUTION. 3. ALL DIMENSIONS ARE TO THE OUTSIDE FACE OF BUILDINGS AND WALLS OR BACK OF CURBS, UNLESS OTHERWISE NOTED. 4. ALL CURVED OBJECTS SHALL HAVE SMOOTH, CONTINUOUS CURVES WITH CONSISTENT RADII AS INDICATED. EACH CURVE SHALL MEET ADJACENT CURVES OR LINEAR SECTIONS ON THE TANGENT, UNLESS NOTED OTHERWISE. 5. REFER TO PLANTING PLANS FOR DIMENSIONAL LAYOUT OF TREES. 6. BOTTOM OF WALL ELEVATIONS SHOWN FOR REFERENCE ONLY, REFER TO CIVIL. N 0 5 10 20 40 SCALE: 1 " = 20'-0" 0 m 0 z r .f'oC. 18y%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAP,F. ARCHITECT RA OSE CERTIFICAT N0. 1385 KEY PLAN PROJECT NUMBER: P3282.04 DRAWN BY: NS REVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: LAYOUT PLAN - NW ESUB L30M r 25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES LEGEND L.O.W. (OFFSET 5' FOR CLARITY) MATCHLINE - - --- - - - PROPERTY LINE - BASELINE ------ ------ - - - CENTERLINE ------------------------------------------ EXTENSION OF BUILDING FACE CJ CONTRACTION JOINT DIJ DOWELLED ISOLATION JOINT B BEARING BW BOTTOM OF WALL C CHORD LENGTH EQ EQUAL L LENGTH OF CURVE OC ON CENTER POB POINT OF BEGINNING PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PRC POINT OF REVERSE CURVATURE PI POINT OF INTERSECTION PT POINT OF TANGENCY R RADIUS RP RADIUS CENTER POINT SP SPACES TF TOP OF FOOTING TW TOP OF WALL VIF VERIFY IN FIELD ALIGN LAYOUT NOTES SITE SURVEY WAS PREPARED BY KPFF ON 09/28/2017. ALL COORDINATES SHOWN ON THE DRAWINGS ARE BASED UPON THE COORDINATE SYSTEM ESTABLISHED BY THE SURVEYOR. WALKER MACY ASSUMES NO RESPONSIBILITY FOR ACCURACY OF SURVEYED CONDITIONS AS SHOWN. SURVEY INFORMATION IS PROVIDED FOR REFERENCE ONLY. 2. DO NOT SCALE FROM THE DRAWINGS. THE LOCATION OF FEATURES NOT SPECIFICALLY DIMENSIONED MAY NOT BE DETERMINED BY SCALE. IF CONFLICTS ARISE IN THE FIELD, CONTACT OWNER'S REPRESENTATIVE FOR RESOLUTION. 3. ALL DIMENSIONS ARE TO THE OUTSIDE FACE OF BUILDINGS AND WALLS OR BACK OF CURBS, UNLESS OTHERWISE NOTED. 4. ALL CURVED OBJECTS SHALL HAVE SMOOTH, CONTINUOUS CURVES WITH CONSISTENT RADII AS INDICATED. EACH CURVE SHALL MEET ADJACENT CURVES OR LINEAR SECTIONS ON THE TANGENT, UNLESS NOTED OTHERWISE. 5. REFER TO PLANTING PLANS FOR DIMENSIONAL LAYOUT OF TREES. 6. BOTTOM OF WALL ELEVATIONS SHOWN FOR REFERENCE ONLY, REFER TO CIVIL. .f'oC. 18y%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAP,F. ARCHITECT � RA OSSSE CERTIFICAT NO. 1385 KEY PLAN D PROJECT NUMBER: P32 82 .04 DRAWN BY: NS IREVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: LAYOUT PLAN - NE N O %%= z r 0 5 10 20 40 SCALE: 1 " = 20'-0" SUB L30Z25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES /.i MATCHLINE SHEET L301 L-i MATCHLINE SHEET 0 I I I L_-----C-------- ---- -I I I I I I I I I I I I I I I I I I I I I , I I I I I I I PETANQUE GROVE I I I I I I I I L�--------------- M j d o CD w Lu U U) w w z z U� U LEGEND L.O.W. (OFFSET 5' FOR CLARITY) MATCHLINE ---------- PROPERTY LINE BASELINE (=)-,---- ------ ------ - - CENTERLINE ------------------------------------------ EXTENSION OF BUILDING FACE CJ CONTRACTION JOINT DIJ DOWELLED ISOLATION JOINT B BEARING BW BOTTOM OF WALL C CHORD LENGTH EQ EQUAL L LENGTH OF CURVE OC ON CENTER POB POINT OF BEGINNING PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PRC POINT OF REVERSE CURVATURE PI POINT OF INTERSECTION PT POINT OF TANGENCY R RADIUS RP RADIUS CENTER POINT SP SPACES TF TOP OF FOOTING TW TOP OF WALL VIF VERIFY IN FIELD ALIGN LAYOUT NOTES SITE SURVEY WAS PREPARED BY KPFF ON 09/28/2017. ALL COORDINATES SHOWN ON THE DRAWINGS ARE BASED UPON THE COORDINATE SYSTEM ESTABLISHED BY THE SURVEYOR. WALKER MACY ASSUMES NO RESPONSIBILITY FOR ACCURACY OF SURVEYED CONDITIONS AS SHOWN. SURVEY INFORMATION IS PROVIDED FOR REFERENCE ONLY. 2. DO NOT SCALE FROM THE DRAWINGS. THE LOCATION OF FEATURES NOT SPECIFICALLY DIMENSIONED MAY NOT BE DETERMINED BY SCALE. IF CONFLICTS ARISE IN THE FIELD, CONTACT OWNER'S REPRESENTATIVE FOR RESOLUTION. 3. ALL DIMENSIONS ARE TO THE OUTSIDE FACE OF BUILDINGS AND WALLS OR BACK OF CURBS, UNLESS OTHERWISE NOTED. 4. ALL CURVED OBJECTS SHALL HAVE SMOOTH, CONTINUOUS CURVES WITH CONSISTENT RADII AS INDICATED. EACH CURVE SHALL MEET ADJACENT CURVES OR LINEAR SECTIONS ON THE TANGENT, UNLESS NOTED OTHERWISE. 5. REFER TO PLANTING PLANS FOR DIMENSIONAL LAYOUT OF TREES. 6. BOTTOM OF WALL ELEVATIONS SHOWN FOR REFERENCE ONLY, REFER TO CIVIL. N J) 0 V m 0 z r .f'oC. 18y%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAP,F. ARCHITECT � RA OSSSE CERTIFICAT NO. 1385 KEY PLAN PROJECT NUMBER: P32 82 .04 DRAWN BY: NS IREVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: LAYOUT PLAN - SW L30r CUB VJ 25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES 0 5 10 20 40 SCALE: 1 " = 20'-0" UU � LEGEND L.O.W. (OFFSET 5' FOR CLARITY) MATCHLINE ---------- PROPERTY LINE -- BASELINE c-->j----------- --- CENTERLINE EXTENSION OF BUILDING FACE CJ CONTRACTION JOINT DIJ DOWELLED ISOLATION JOINT B BEARING BW BOTTOM OF WALL C CHORD LENGTH EQ EQUAL L LENGTH OF CURVE OC ON CENTER POB POINT OF BEGINNING PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PRC POINT OF REVERSE CURVATURE PI POINT OF INTERSECTION PT POINT OF TANGENCY R RADIUS RP RADIUS CENTER POINT SP SPACES TF TOP OF FOOTING TW TOP OF WALL VIF VERIFY IN FIELD ALIGN LAYOUT NOTES SITE SURVEY WAS PREPARED BY KPFF ON 09/28/2017. ALL COORDINATES SHOWN ON THE DRAWINGS ARE BASED UPON THE COORDINATE SYSTEM ESTABLISHED BY THE SURVEYOR. WALKER MACY ASSUMES NO RESPONSIBILITY FOR ACCURACY OF SURVEYED CONDITIONS AS SHOWN. SURVEY INFORMATION IS PROVIDED FOR REFERENCE ONLY. 2. DO NOT SCALE FROM THE DRAWINGS. THE LOCATION OF FEATURES NOT SPECIFICALLY DIMENSIONED MAY NOT BE DETERMINED BY SCALE. IF CONFLICTS ARISE IN THE FIELD, CONTACT OWNER'S REPRESENTATIVE FOR RESOLUTION. 3. ALL DIMENSIONS ARE TO THE OUTSIDE FACE OF BUILDINGS AND WALLS OR BACK OF CURBS, UNLESS OTHERWISE NOTED. 4. ALL CURVED OBJECTS SHALL HAVE SMOOTH, CONTINUOUS CURVES WITH CONSISTENT RADII AS INDICATED. EACH CURVE SHALL MEET ADJACENT CURVES OR LINEAR SECTIONS ON THE TANGENT, UNLESS NOTED OTHERWISE. 5. REFER TO PLANTING PLANS FOR DIMENSIONAL LAYOUT OF TREES. 6. BOTTOM OF WALL ELEVATIONS SHOWN FOR REFERENCE ONLY, REFER TO CIVIL. .f'oC. 18y%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAP,F. ARCHITECT � RA OSSSE CERTIFICAT NO. 1385 KEY PLAN PROJECT NUMBER: P32 82 .04 DRAWN BY: INS IREVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: LAYOUT PLAN - SE N O %%= z r 0 5 10 20 40 SCALE: 1 " = 20'-0" L30SUB 25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES LEGEND TW 83.14 1 i 0 BW 80.31 TF 79.50 I - - - - ----- ------- ! L.O.W. (OFFSET 5' FOR CLARITY) TW 83..rT 10 �t-r � MATCHLINE Muvv 1 ❑ TF 79.50 _ I - — PROPERTY LINE ' 8'-0" 15-0" TYP. 19'-0" - El i i BASELINE 1 -___--- -----=11 L i II II II O 0 ! ----------- --- CENTERLINE 1 II II II II II o -- -- EXTENSION OF BUILDING FACE � II II I II II II II I II II i CJ CONTRACTION JOINT �i II II II II �i II II II II CD0 j DIJ DOWELLED ISOLATION JOINT 1 I II 0 II N B BEARING ' 0 II BW BOTTOM OF WALL I I 1 I C CHORD LENGTH ' 11 I 11 11 I II CD 1 13'-0„ , , 4 -0 7'-2„ 17'-5„ 7,-2„ j EQ EQUAL ' O 11 11 11 11 C° L LENGTH OF CURVE II 11 11 II Ir 11 Ir II ! OC ON CENTER II II II POB POINT OF BEGINNING ' I I PC POINT OF CURVATURE 11 II 11 II 11 �I II �I I PCC POINT OF COMPOUND CURVATURE ' 11 II 11 II II 11 II II PRC POINT OF REVERSE CURVATURE 1 11 II 11 II 11 II 11 ! PI POINT OF INTERSECTION 1� II �i II �i II �i II PT POINT OF TANGENCY 1 I II I II 1 11 1 11 i R RADIUS ' 11 II 11 II 11 11 11 11 RP RADIUS CENTER POINT 11 SIP SPACES �i __-- - - - - __� I = --- ---- __�� 11 11 11 11 ! TF TOP OF FOOTING ' CD 11 11 11 11 j TW TOP OF WALL VIF VERIFY IN FIELD Ln II II ALIGN CD 23 -0 -0 7 -6 1511-1111El 7 11 11 11 II 11 II I i Ii Ii I 1 1 ii i1 1 ii i LAYOUT NOTES � ' ❑ li II II Ii II II j ! 1. SITE SURVEY WAS PREPARED BY KPFF ON I it II 11 ii !I 09/28/2017. ALL COORDINATES SHOWN ON THE ' II II DRAWINGS ARE BASED UPON THE COORDINATE SYSTEM CD 18'-1 " 6'-2" JJ 11 JJ ESTABLISHED BY THE SURVEYOR. WALKER MACY O -CD 15 -0 �\ ASSUMES NO RESPONSIBILITY FOR ACCURACY OF 1 TYP.ol „ 12 -3 SURVEYED CONDITIONS AS SHOWN. SURVEY BW 81.50 rl \ INFORMATION IS PROVIDED FOR REFERENCE ONLY. TF 79.500 \ 1 CD \\ 2. DO NOT SCALE FROM THE DRAWINGS. THE LOCATION 1 i �\ OF FEATURES NOT SPECIFICALLY DIMENSIONED MAY NOT � �I \\ BE DETERMINED BY SCALE. IF CONFLICTS ARISE IN FOOTING STEP 1 1 1� 11 0 O THE FIELD, CONTACT OWNER'S REPRESENTATIVE FOR 11 11 11 11 _ RESOLUTION. II I 1 D BW 81' 11 11 �,� 3. ALL DIMENSIONS ARE TO THE OUTSIDE FACE OF .50 TF 80.50 11 1 11 CL BUILDINGS AND WALLS OR BACK OF CURBS, UNLESS II 11 11 11 OTHERWISE NOTED. ' 11 1 11 II 1 11 \� 4. ALL CURVED OBJECTS SHALL HAVE SMOOTH, I 11 11 CONTINUOUS CURVES WITH CONSISTENT RADII AS INDICATED. EACH CURVE SHALL MEET ADJACENT 0 0 - - CURVES OR LINEAR SECTIONS ON THE TANGENT, ICD 11 II 11 11 UNLESS NOTED OTHERWISE. 1 _CD 1 11 II II 1 Ii II II 7'-10" 5. REFER TO PLANTING PLANS FOR DIMENSIONAL LAYOUT TW 83.22 II II 11 13'-0" 1 1'-1 1 " TYP. 1 1 1 1 OF TREES. BW 82 89 11 II TF 80.50 1 1 I Ii 11 1 11 I� 6. BOTTOM OF WALL ELEVATIONS SHOWN FOR REFERENCE I�1 II �1 II II 4'_ 0 �) ONLY, REFER TO CIVIL. II II � 11 1 II 11 1 II II II II � I I ICD 1 � 1 � I OO 1 15'-8" 14'-8" 45'-6" 10'-10" 18'-1 " El 1 1 I TO /v � V m N 0 RETAIUQUE GROVE LAYOUT z r 0' PLAN SCALE: 1 "1 0 25 1T T0 20 SCALE: 1 " _ 20'-0" .f'oC. 18y%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAP ARCHITECT RA OSE CERTIFICAT N0. 1385 KEY PLAN 1 PROJECT NUMBER: P32 82 .04 DRAWN BY: INS IREVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: LAYOUT PLAN ENLARGEMENTS SUB 3 0;55 2021 CITY OF EDMONDS DEVELOPMENT SERVICES v'IB�D WALL ENLARGEVEN ADD ALT #3 SCALE: 1 "=10' ;o 16 1 1 I O 1 Lv 1 Q LLJ I 1 O » iv111,110 1'-2 1 80.47 79.18 : kz 81.85 ; 80.52 83.23 81.90 , CD I� 1 1 ■ 1 1 1 1 80.40 79.72 1 0 83.05 ' - 81.72 N 81.67 80.23 I I 1 I1 I to 1 � �o 1 l O li NCO 1 PLAN Cl i 9T 9R T 14 R 5.5" 12'-0" 20'-0", TYP. 32'-0" 12,-0" TW 84.83 TW 84.83 BW 83.58 BW 83.52 a �Of o o� i oa O � � TW 84.83 BW 83.44 0 0 N oa TW 84.99 TW 84.99 BW 83.62 BW 83.74 - 6T 6R T 14" R 5.5" --------------------------- I-- TW 81.67 I BW 80.23 I 1- TW 83.05 I BW 81.72 r TW 81.67 BW 1.23 TW 3.05 BMW 81.72 PLAZA ENLARGEMENT - BASE BID SCALE: 1 "=10' 4'-0" TYP. 10'-2" 24'-0" 0 -4 El I I I i I PLAN LEGEND L.O.W. (OFFSET 5' FOR CLARITY) MATCHLINE - - --- -- - - - PROPERTY LINE BASELINE c�------ ------ ------ --- CENTERLINE ------------------------------------------ EXTENSION OF BUILDING FACE CJ CONTRACTION JOINT DIJ DOWELLED ISOLATION JOINT B BEARING BW BOTTOM OF WALL C CHORD LENGTH EQ EQUAL L LENGTH OF CURVE OC ON CENTER POB POINT OF BEGINNING PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PRC POINT OF REVERSE CURVATURE PI POINT OF INTERSECTION PT POINT OF TANGENCY R RADIUS RP RADIUS CENTER POINT SP SPACES TF TOP OF FOOTING TW TOP OF WALL VIF VERIFY IN FIELD ALIGN ' j 23 44 i PRC i LAYOUT NOTES 1. SITE SURVEY WAS PREPARED BY KPFF ON 09/28/2017. ALL COORDINATES SHOWN ON THE DRAWINGS ARE BASED UPON THE COORDINATE SYSTEM ESTABLISHED BY THE SURVEYOR. WALKER MACY ASSUMES NO RESPONSIBILITY FOR ACCURACY OF SURVEYED CONDITIONS AS SHOWN. SURVEY INFORMATION IS PROVIDED FOR REFERENCE ONLY. 2. DO NOT SCALE FROM THE DRAWINGS. THE LOCATION OF FEATURES NOT SPECIFICALLY DIMENSIONED MAY NOT BE DETERMINED BY SCALE. IF CONFLICTS ARISE IN THE FIELD, CONTACT OWNER'S REPRESENTATIVE FOR RESOLUTION. 3. ALL DIMENSIONS ARE TO THE OUTSIDE FACE OF BUILDINGS AND WALLS OR BACK OF CURBS, UNLESS OTHERWISE NOTED. 4. ALL CURVED OBJECTS SHALL HAVE SMOOTH, CONTINUOUS CURVES WITH CONSISTENT RADII AS INDICATED. EACH CURVE SHALL MEET ADJACENT CURVES OR LINEAR SECTIONS ON THE TANGENT, UNLESS NOTED OTHERWISE. 5. REFER TO PLANTING PLANS FOR DIMENSIONAL LAYOUT OF TREES. 6. BOTTOM OF WALL ELEVATIONS SHOWN FOR REFERENCE ONLY, REFER TO CIVIL. TW 85.91 BW 84.70 ,� 24 PCC j 390 FT2 O O 45 I 66 O O O I 53 PRC TW 85.91 BW 84.66� 33 �n I 41 I O I O O O O \ 65 O O O O -- i PCC i O REFER TO L843 FOR o 25 i PI c SENSORY GARDEN LAYOUT O I 62 O o/ O I O I 39 I 4 YT20 II PRC-63 II P1 I 61 300,' 2 O\ O O O O O ,i C26 27 PRC 4s 7 PCC 4, PCC 48 28 PRC 54 52 PRC DK 42 ND/ 55CC ----� \ \ -)AZC rT2 PCB 72 PRC 60 38 _----- PI AV A 2160 Fl •� I I I � I PCC 27 ; PLAY ENLARGEMENT ';ALE: 1 "=10' 06 59 . PCC .... PI 56 PCC PC 58 ON TW 86.08 BW 84.69 TW 86.08 BW 84.83 43 T O m N PLAN 0 z r 0 25 20 20 SCALE. 11- = 20'-0" `oc. 18y%i CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAP ARCHITECT RA OSE CERTIFICAT N0. 1385 KEY PLAN U �E r _ -7 PROJECT NUMBER: P3282.04 DRAWN BY: NS REVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: LAYOUT PLAN ENLARGEMENTS SUB L30CF25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES O ' 1 o 1 1 6'-61110,_0„ 3T 3R T 14" R 4.5" 1 TW 79.03 ' BW 77.60 o i Ln TF TW 75.89 79.03 -LL 1 BW 77.60 TF 75.89 ® TW TC 78.32 BW 79.03 78.00 BC 77.41 TF 75.89 ' TC 78.27 CIA�� BC 77.62 I ' TC 78.70 BC 78.70 o Lo 2T 2R T 14" R 6" 1 ' TC 78.70 IBC 78.70 1 1 ITC 78.67 BC 77.77 1 I 1 1 1 TC 78.59 IBC 78.27 1 1 EJ 1 1 1 1 1 1 1 FIELD HOUSE ENTRY ENLARGEMENT SCALE: 1 "10' PLAN 13 11 0 PLAZA ENLARGEMENT SCALE. 1 "10' LEGEND LAYOUT NOTES L.O.W. (OFFSET 5' FOR CLARITY) 1. SITE SURVEY WAS PREPARED BY KPFF ON 09/28/2017. ALL COORDINATES SHOWN ON THE MATCHLINE DRAWINGS ARE BASED UPON THE COORDINATE SYSTEM ESTABLISHED BY THE SURVEYOR. WALKER MACY - - - -- --- - - PROPERTY LINE ASSUMES NO RESPONSIBILITY FOR ACCURACY OF SURVEYED CONDITIONS AS SHOWN. SURVEY BASELINE INFORMATION IS PROVIDED FOR REFERENCE ONLY. c�------ ------ ------ CENTERLINE 2. DO NOT SCALE FROM THE DRAWINGS. THE LOCATION OF FEATURES NOT SPECIFICALLY DIMENSIONED MAY NOT ------------------------------------------ EXTENSION OF BUILDING FACE BE DETERMINED BY SCALE. IF CONFLICTS ARISE IN THE FIELD, CONTACT OWNER'S REPRESENTATIVE FOR CJ CONTRACTION JOINT RESOLUTION. DIJ DOWELLED ISOLATION JOINT 3. ALL DIMENSIONS ARE TO THE OUTSIDE FACE OF BUILDINGS AND WALLS OR BACK OF CURBS, UNLESS B BEARING OTHERWISE NOTED. BW BOTTOM OF WALL C CHORD LENGTH 4. ALL CURVED OBJECTS SHALL HAVE SMOOTH, EQ EQUAL CONTINUOUS CURVES WITH CONSISTENT RADII AS L LENGTH OF CURVE INDICATED. EACH CURVE SHALL MEET ADJACENT OC ON CENTER CURVES OR LINEAR SECTIONS ON THE TANGENT, POB POINT OF BEGINNING UNLESS NOTED OTHERWISE. PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE 5. REFER TO PLANTING PLANS FOR DIMENSIONAL LAYOUT PRC POINT OF REVERSE CURVATURE OF TREES. PI POINT OF INTERSECTION PT POINT OF TANGENCY 6. BOTTOM OF WALL ELEVATIONS SHOWN FOR REFERENCE R RADIUS ONLY, REFER TO CIVIL. RP RADIUS CENTER POINT SP SPACES TF TOP OF FOOTING TW TOP OF WALL VIF VERIFY IN FIELD ALIGN 0 12'-0" oa 20'-0", TYP. TW 84.83 BW 83.58 -0", TYP. TW BW 84.83 83.4P 32'-0" - TW 84.83 BW 83.52 42' - 0" TW 84.99 BW 83.62 TW 84.99 BW 83.74 ------------------------------ poll I I I ° ADD ALTERNATE A 1 m TW 84.99 BW 83.68 El- 0 0 ❑■ II II II II II 1:1 1:1 la•r Eel I E I I I I I I I %r%= N 0 25 1!D 20 40 SCALE: 1" = 20'-0" J) 0 m PL_A� 0 z r .f'oC. 18y%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAPE- ARCHITECT RA OSE CERTIFICAT NO. 1385 KEY PLAN Li 1 '\ k w � 0 �0 PROJECT NUMBER: P3282.04 DRAWN BY: INS REVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: LAYOUT PLAN ENLARGEMENTS �20211 UB 3 0 ar CITY OF EDMONDS DEVELOPMENT SERVICES J TOP TAPERED Ci II ik TOP. TAPERED C w D z w Q co MATCHLINE SHEET MATCHLINE SHEET / I ol04 J o LEGEND .wow _ _ -- BASELINE U) z z_ �'----------- CENTERLINE U Ur0 aQ ------------------------------------------ EXTENSION OF BUILDING FACE _—_---- _ ----__ — _----- __—__________ ___ _---____________ __= CJ CONTRACTION JOINT DIJ DOWELLED ISOLATION JOINT o 0 0 0 ALIGN N (I iC7 m 0 z r .f'oC. 1 Sys CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA WASHINGTON REGISTERED LANDSCAP ARCHITECT RA OSE CER IFICAT N0. 1385 KEY PLAN PROJECT NUMBER: P32 82 .04 DRAWN BY: NSI REVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: JOINTING PLAN ESUB L40lr 25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES 0 5 10 20 40 SCALE: 1 " = 20'-0" 1 N /1 V, Ira Nw 1 � MATCHLINE SHEET L402 MATCHLINE SHEET L404 LEGEND c� ------------------------- CJ DIJ BASELINE CENTERLINE --------- EXTENSION OF BUILDING FACE CONTRACTION JOINT DOWELLED ISOLATION JOINT ALIGN m 0 z r .f'oC. 18y%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT 41 RA OSE\E� CERTIFICAT N0. 1385 KEY PLAN PROJECT NUMBER: P3282.04 DRAWN BY: NS IREVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: JOINTING PLAN SUB L40Z25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES 0 5 10 20 40 SCALE: 1 " = 20'-0" 0 MATCHLINE SHEET L401 MATCHLINE SHEET L403 13 0 cnr w n cn C3 W N Q C/-) n w n c� w CN n (/) Cy W (N I ' - I I ------ ----------------------- ---- I ' I ' I I L-0------------------- —----- 59EQ SP LEGEND I:1y�►nI c-.)-'----------- CENTERLINE ------------------------------------------ EXTENSION OF BUILDING FACE CJ CONTRACTION JOINT DIJ DOWELLED ISOLATION JOINT /� ALIGN N J) 0 V m 0 z r .f'oC. 18y%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA WASHINGTON REGISTERED LANDSCAP,E, ARCHITECT RA OSE CER IFICAT N0. 1385 KEY PLAN PROJECT NUMBER: P32 82 .04 DRAWN BY: NS REVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: JOINTING PLAN L40, SUB Vj 25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES 0 5 10 20 40 SCALE: 1 " = 20'-0" MATCHLINE SHEET L402 MATCHLINE SHEET L404 W Z) Z W Q 2 H LEGEND c� ------------------------- CJ DIJ BASELINE CENTERLINE --------- EXTENSION OF BUILDING FACE CONTRACTION JOINT r DOWELLED ISOLATION JOINT ALIGN 117%= 0 5 10 20 40 SCALE: 1 " = 20'-0" 0 V m 0 z r .f'oC. 18y%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT 41 RA /0`SG\EE CERTIFICAT NO 1385 KEY PLAN PROJECT NUMBER: P3282.04 DRAWN BY: NS IREVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: JOINTING PLAN SUB 4 0 25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES 0 0 LEGEND BASELINE �' CENTERLINE ------------------------------------------ EXTENSION OF BUILDING FACE CJ CONTRACTION JOINT DIJ DOWELLED ISOLATION JOINT ALIGN T7� //0 Q). (I)SCRAMBLE WALL ADD ALTERNATE C SCALLE-:1 "20' PLAN 1 O V m N O z r 0 5 10 20 40 SCALE: 1 " = 20'-0" r'o C. 18y%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKED I MANY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA41 STATE OF WASHINGTON REGISTERED LANDSCAP ARCHITECT RA /0`SG\E� CERTIFICAT N0. 1385 KEY PLAN PROJECT NUMBER: P3282.04 DRAWN BY: NS REVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: JOINTING PLAN 0 L4 SUB 25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES I. CD o LEGEND U) / w w _ — L.O.W. 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Y4".—.�%�1". 1 "—.—.—.—.—.—.—.—.—.—.—.—... — 1y2"—.—.—.—.—.—.—. _.. —. 01 l& o 0 68.9 46 45 61.2 112II 1%" w w w w C/) C/) w w Z ;if J J =I= 1 0 V M 70 N 0 z r 0 5 10 20 40 <�C. 1 Sys CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 Design Two Four/Two Six 14835 161ST COURT SE RENTON, WA 98059-8819 ph.(425) 881-2426 cll. (206) 335-7719 www.design2426.com Landscape Architecture • Irrigation Planning •Athletic Field Design •Construction Management CIVIC CENTER PLAYFIELD EDMONDS, WA A N p�R�N� ti �O ohs EXP.Oa12�J�� KEY PLAN PROJECT NUMBER: P3282.04 DRAWN BY: JA IREVIEWED BY: JA PHASE. PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: IRRIGATION PLAN- SW SUB 6 0 25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES ' 1 \ I I lye 16 16 16 0.50 32 I I I I BEADS IN .FER TO ON. ----------------- I I I I I I I I I I --- ----L 2" IRRIGATION FIELD NOTE: WITHIN FIELD PLACE IRRIGATION HEADS IN OLDCASTLE 1730 BOX & SLEEVE BETWEEN BOXES PER DETAIL. REFER TO CIVIL DRAWINGS FOR COORDINATION. 2" 4 47.7 42 47.7 2" 1Y211%" � 016 FA 1" 47.7 33 1y. 9 47.7 34 1O y4" 1 ;ye 2"--� 47.7 35 1/211 ;Ye 24.6 36 1%" 41.e57) 1%" / 32.3 38 1/2" 4LT 7 39 A1In 4y'4r- 4" 12 1 MATCHLINE SHEET L602 2 15 i I MATCHLINE SHEET L604 V 1 i " , � 'N V I I w 1 i 1y4" I 15 z 8 1 8 1y4t w 1y4" Q A! o 0 1 = lye " � 1Y4" 12 12 15 _v 12 / UZ" / 12 //in 2y2" 12 j 15 lye 15 1y2" I -- --- --- --- - ±+4- 7i I I I s s �10 15 �"� ' 15 1y4" 15 15 z±_4 �' I I 1y4" lye -1y4" l -' �"- - ----- 1" -- " -- "--- -- "--------- 12 lye -1�" - r t t - �„ 1" 1 ---�4 3i4„----. 3i4 1" N4" ✓ 1y4"- ' ' 1ye- - 15 " 1 15 15 15 1 15 15 15" 1 15 15 15 15 15 15 15 1 15 15 " ly4" 11" 12 1 3/4" 3/4" 3/4" ----- ---------------- 1---------- -------- 4- I v V - 15 1 15 12 15 15 15 15 15 15 15 15 15 15 15 711 C) C:) 44 47.7 1/11 w w w w W W w w z z =I= 2i 1y4" 15 40 42.5 1/" 41 56.6 15 1Y" - lye rem IRRIGATION NOTES: 1. PROVIDE AND INSTALL ALL IRRIGATION IN CONFORMANCE WITH THE CITY OF EDMONDS STANDARDS. IN THE EVENT OF CONFLICT BETWEEN NOTES OR DETAILS AND THESE DOCUMENTS, THE STANDARDS SHALL TAKE PRECEDENCE. 2. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND APPROPRIATE SAFETY REGULATIONS. 3. DRAWING IS SCHEMATIC, ACTUAL LOCATIONS MAY VARY DUE TO UTILITIES OR EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 4. EXISTING SYSTEM PRESSURE IS 100 PSI. INFORMATION. PRIOR TO INSTALLATION OF IRRIGATION SYSTEM, CONTRACTOR SHALL FIELD VERIFY EXISTING P.S.I. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN THE DESIGN P.S.I. PRIOR TO PROCEEDING W/ WORK. 5. SEE IRRIGATION SCHEDULE FOR HEAD DESIGN PRESSURES. 6. LOCATE QUICK COUPLING VALVE & AUTOMATIC CONTROL VALVES AT POINT OF EASY ACCESS. OWNER'S REPRESENTATIVE TO REVIEW & APPROVE FINAL LOCATION OF ALL QUICK COUPLERS & AUTOMATIC CONTROL VALVES PRIOR TO INSTALLATION. 7. HEAD LOCATION MUST BE ADJUSTED IN THE FIELD TO COMPLY W/ EXISTING SITE CONDITIONS AND PLANT MATERIALS. ADJUST SPRAY PATTERN FOR MAXIMUM COVERAGE. 8. ALL IRRIGATION SLEEVING TO BE STAKED IN THE FIELD & LOCATED ON DIMENSIONED "AS -BUILT" DRAWING TO ALLOW FUTURE LOCATION & USE. 9. ALL IRRIGATION SLEEVES SHALL BE TWICE THE DIAMETER OF THE INSERT PIPE(S). SLEEVES SHALL NOT EXCEED 6" DIAMETER. 10. PVC MAINLINE LOCATIONS ARE SCHEMATIC. NO BENDING OF MAINLINE PIPE. VALVE MANIFOLDS SHALL BE ONLY ON STRAIGHT RUNS. 11. AIR BLOW IRRIGATION SYSTEM THROUGH QUICK COUPLERS TO WINTERIZE IRRIGATION SYSTEM. 12. PIPES TO SHARE TRENCHES WHERE POSSIBLE. 13. WHERE PIPE SIZES ARE NOT SHOWN ON THE PLAN, PIPE SHALL BE SIZED TO THE NEXT LARGEST PIPE SIZE SHOWN UPSTREAM ON THE PLAN. 14. LETTERS ON PIPING SHALL BE ROTATED TO FACE UP. 15. THE VALVES ARE SHOWN SCHEMATICALLY AND FOR CLARITY. CONTRACTOR TO STAKE THE TREE LOCATIONS IN THE FIELD AND ADJUST VALVE LOCATIONS AS NEEDED. VALVE BOXES ARE TO BE LOCATED A MINIMUM OF 5'-0" FROM TREES. LANDSCAPE ARCHITECT TO APPROVE FINAL LOCATION PRIOR TO PROCEEDING WITH INSTALLATION. 16. GENERAL CONTRACTOR TO PROVIDE AND INSTALL ALL CONDUIT TO CONTROLLER LOCATIONS & POINTS OF CONNECTION. 17. GENERAL CONTRACTOR TO PROVIDE POWER SOURCE FOR CONTROLLERS. (VERIFY LOCATION W/ ARCHITECT PRIOR TO BEGINNING WORK) 18. IRRIGATION HEADS SHALL BE SPECIFICALLY MINIMIZED/DIRECTED TO KEEP FLOWS WITHIN THE LANDSCAPE AREAS. SPRINKLER HEADS SHALL NOT DIRECT WATER ONTO THE SIDEWALK OR THE STREET. 19. INSTALL RAIN SENSOR ON GUTTER PER MANUFACTURER'S INSTRUCTIONS. N 0 5 10 20 40 1 0 V M 0 z r C. 1 S9v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 Design Two Four/Two Six 14835 161ST COURT SE RENTON, WA 98059-8819 ph.(425) 881-2426 dI. (206) 335-7719 www.design2426.com Landscape Architecture • Irrigation Planning • Athletic Field Design -Construction Management CIVIC CENTER PLAYFIELD EDMONDS, WA KEY PLAN PROJECT NUMBER: P3282.04 DRAWN BY: JA IREVIEWED BY: JA PHASE. PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: IRRIGATION PLAN- SE SUB L604,25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI SYMBOL MANUFACTURER/MODEL/DESCRIPTION SYMBOL MAN UFACTURERf MODEL/DESCRIPTION PSI GPM RADIUS # 4 4 ® RAIN BIRD 1806-SAM-PRS- 8 SERIES MPR 30 is RAIN BIRD PEB-PRS-D o8 RAIN BIRD 8005-SS 60 8.40 49' Q T H F TURF SPRAY 6.0" POP-UP SPRINKLER WITH 1 ", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW TURF ROTOR, 5.0" POP-UP, STAINLESS STEEL CO -MOLDED WIPER SEAL. 1 /2" NPT FEMALE FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. RISER, STANDARD NOZZLE. WITH SEAL-A-MATIC THREADED INLET. WITH SEAL-A-MATIC CHECK WITH PRESSURE REGULATOR MODULE. CHECK VALVE, ADJUSTABLE 50-330 ARC, AND VALVE. PRESSURE REGULATING. 360 NON -REVERSING FULL -CIRCLE. 1" 0 RAIN BIRD 44-LRC (26/34) NPT FEMALE THREADED INLET. 6040 RAIN BIRD 1806-SAM-PRS- 10 SERIES MPR 30 1" BRASS QUICK -COUPLING VALVE, WITH EXTENDED RADIUS IS IDEAL FOR LARGE TURF Q T H F TURF SPRAY 6.0" POP-UP SPRINKLER WITH CORROSION -RESISTANT STAINLESS STEEL SPRING, APPLICATIONS. CO -MOLDED WIPER SEAL. 1 /2" NPT FEMALE LOCKING THERMOPLASTIC RUBBER COVER, AND THREADED INLET. WITH SEAL-A-MATIC CHECK 2-PIECE BODY. RAIN BIRD 8005-SS 60 10.1 53' VALVE. PRESSURE REGULATING. NIBCO T-113 TURF ROTOR, 5.0" POP-UP, STAINLESS STEEL RISER, STANDARD NOZZLE. WITH SEAL-A-MATIC ® RAIN BIRD 1806 »SAM-PRS- 12 SERIES MPR 30 CLASS 125 BRONZE GATE SHUT OFF VALVE WITH CHECK VALVE, ADJUSTABLE 50-330 ARC, AND TURF SPRAY 6.0 POP-UP SPRINKLER WITH WHEEL HANDLE, SAME SIZE AS MAINLINE PIPE 360 NON -REVERSING FULL -CIRCLE. 1" CO -MOLDED WIPER SEAL. 1 /2" NPT FEMALE DIAMETER AT VALVE LOCATION. SIZE RANGE - 1 /4" (26/34) NPT FEMALE THREADED INLET. THREADED INLET. WITH SEAL-A-MATIC CHECK EXTENDED RADIUS IS IDEAL FOR LARGE TURF VALVE. PRESSURE REGULATING. APPLICATIONS. RAIN BIRD 300-BPE GLOBE 3" 4 4 46# ® r H TQ F RAIN BIRD 1806-SAM-PRS- 15 SERIES MPR 30 3" BRASS MASTER VALVE, WITH GLOBE �2 RAIN BIRD 8005-SS 60 12.0 59' Q TURF SPRAY 6.0" POP-UP SPRINKLER WITH CONFIGURATION. TURF ROTOR, 5.0" POP-UP, STAINLESS STEEL CO -MOLDED WIPER SEAL. 1 /2" NPT FEMALE eF ZURN WILKENS 950XL-U-S 2" RISER, STANDARD NOZZLE. WITH SEAL-A-MATIC THREADED INLET. WITH SEAL-A-MATIC CHECK CHECK VALVE, ADJUSTABLE 50-330 ARC, AND VALVE. PRESSURE REGULATING. DOUBLE CHECK VALVE ASSEMBLY WITH UNION END 360 NON -REVERSING FULL -CIRCLE. 1" BALL VALVES AND BRONZE `Y` TYPE STRAINER. (26/34) NPT FEMALE THREADED INLET. EST LCS RCS CST SST RAIN BIRD 1806-SAM-PRS 15 STRIP SERIES 30 EXTENDED RADIUS IS IDEAL FOR LARGE TURF SHRUB SPRAY 6.0" POP-UP SPRINKLER WITH C2 RAIN BIRD ESP12LXMEF-LXMM WITH (01) ESPLXMSM12 APPLICATIONS. CO -MOLDED WIPER SEAL. 1 /2" NPT FEMALE 24 STATION CAPABLE COMMERCIAL CONTROLLER. THREADED INLET. WITH SEAL-A-MATIC CHECK MOUNTED ON A POWDER -COATED METAL CABINET. 14 RAIN BIRD 8005-SS 60 14.3 61' VALVE, AND PRESSURE REGULATING DEVICE. FLOW SENSING AND WATER MANAGEMENT CAPABILITIES. TURF ROTOR, 5.0" POP-UP, STAINLESS STEEL a` Q RAIN BIRD 1806-SAM-PRS 8 SERIES MPR 30 Fc-11 RAIN BIRD ESP12LXMEF-LXMM WITH (02) ESPLXMSM12 RISER, STANDARD NOZZLE. WITH SEAL-A-MATIC Q T H F SHRUB SPRAY 6.0" POP-UP SPRINKLER WITH 36 STATION CAPABLE COMMERCIAL CONTROLLER. CHECK VALVE, ADJUSTABLE 50-330 ARC, AND CO -MOLDED WIPER SEAL. 1/2" NPT FEMALE MOUNTED ON A POWDER -COATED METAL CABINET. 360 NON -REVERSING FULL -CIRCLE. 1" (26/34) NPT FEMALE THREADED INLET. THREADED INLET. WITH SEAL-A-MATIC CHECK FLOW SENSING AND WATER MANAGEMENT CAPABILITIES. VALVE, AND PRESSURE REGULATING DEVICE. EXTENDED RADIUS IS IDEAL FOR LARGE TURF RAIN BIRD WR2-RC APPLICATIONS. Q o 10 RAIN BIRD 1806-SAM-PRS 10 SERIES MPR 30 WIRELESS RAIN SENSOR COMBO, INCLUDES 1 16 SHRUB SPRAY 6.0 POP-UP SPRINKLER WITH RECEIVER AND 1 RAIN SENSOR TRANSMITTER. RAIN BIRD 8005-SS 60 15.9 65' CO -MOLDED WIPER SEAL. 1 /2" NPT FEMALE TURF ROTOR, 5.0" POP-UP, STAINLESS STEEL THREADED INLET. WITH SEAL-A-MATIC CHECK FS RAIN BIRD FS-200-B RISER, STANDARD NOZZLE. WITH SEAL-A-MATIC VALVE, AND PRESSURE REGULATING DEVICE. 2" FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM, CHECK VALVE, ADJUSTABLE 50-330 ARC, AND SITECONTROL, AND ESP-LXD CENTRAL CONTROL 360 NON -REVERSING FULL -CIRCLE. 1 12 12 12 12 1' RAIN BIRD 1806-SAM-PRS 12 SERIES MPR 30 SYSTEMS. BRASS MODEL. SUGGESTED OPERATING (26/34) NPT FEMALE THREADED INLET. Q T H TQ F SHRUB SPRAY 6.0" POP-UP SPRINKLER WITH RANGE OF 4.9 GPM TO 294.0 GPM. SENSORS EXTENDED RADIUS IS IDEAL FOR LARGE TURF CO -MOLDED WIPER SEAL. 1 /2" NPT FEMALE SHOULD BE SIZED FOR FLOW RATHER THAN PIPE APPLICATIONS. THREADED INLET. WITH SEAL-A-MATIC CHECK SIZE. �.5 RAIN BIRD 5006-PL-PC, FC-SAM-R-SS 55 1.59 35' VALVE, AND PRESSURE REGULATING DEVICE. s ISF-304-00 ISO4 FLOW ISOLATOR SHRUB ROTOR, 6.0" POP-UP WITH STAINLESS 1T 'F RAIN BIRD 1806-SAM-PRS 15 SERIES MPR 30 THE ISO4 ISOFLOW IS A SIGNAL PROCESSOR THAT STEEL RISER. ADJUSTABLE AND FULL CIRCLE. Q H TQ SHRUB SPRAY 6.0 POP-UP SPRINKLER WITH ALLOWS UP TO FOUR CONTROL DEVICES TO SHARE STANDARD ANGLE NOZZLE, IN -STEM PRESSURE CO -MOLDED WIPER SEAL. 1 /2" NPT FEMALE ONE FLOW SENSOR AND CONTROL ONE MASTER REGULATOR, AND FLOW SHUT-OFF DEVICE. WITH VALVE. AVAILABLE FROM CREATIVE SENSOR SEAL-A-MATIC CHECK VALVE. THREADED INLET. WITH SEAL-A-MATIC CHECK TECHNOLOGY VALVE, AND PRESSURE REGULATING DEVICE. 20 RAIN BIRD 5006-PL-PC, FC-SAM-R-SS 55 2.14 37' ® 08HE-VAN 12 12HE-VAN 10 10HE-VAN 15 15HE-VAN RAIN BIRD 1806-SAM-PRS HE -VAN SERIES 30 WATER METER 2" SHRUB ROTOR, 6.0" POP-UP WITH STAINLESS SHRUB SPRAY 6.0" POP-UP SPRINKLER WITH IRRIGATION LATERAL LINE: PVC SCHEDULE 40 STEEL RISER. ADJUSTABLE AND FULL CIRCLE. CO -MOLDED WIPER SEAL. 1 /2" NPT FEMALE STANDARD ANGLE NOZZLE, IN -STEM PRESSURE THREADED INLET. WITH SEAL-A-MATIC CHECK IRRIGATION MAINLINE: PVC SCHEDULE 40 REGULATOR, AND FLOW SHUT-OFF DEVICE. WITH SEAL-A-MATIC CHECK VALVE. VALVE, AND PRESSURE REGULATING DEVICE. PIPE SLEEVE: PVC SCHEDULE 40 RAIN BIRD 5006-PL-PC, FC-SAM-R-SS 55 2.60 37' ® e ® ® RAIN BIRD RWS-B-C-SOCK 35 1401 1402 14041408 ROOT WATERING SYSTEM WITH 4.0" DIAMETER X Valve Callout SHRUB ROTOR, 6.0" POP-UP WITH STAINLESS 36.0" LONG WITH LOCKING GRATE, SEMI -RIGID Valve Number # #Valve Flow STEEL RISER. ADJUSTABLE AND FULL CIRCLE. MESH TUBE. CHECK VALVE AND SAND SOCK. STANDARD ANGLE NOZZLE, IN -STEM PRESSURE RAIN BIRD BUBBLER OPTION AS INDICATED: 1401 #" Valve Size REGULATOR, AND FLOW SHUT-OFF DEVICE. WITH 0.25 GPM, 1402 0.5 GPM, 1404 1.0 GPM, SEAL-A-MATIC CHECK VALVE. 1408 2.0 GPM. Q RAIN BIRD 5006-PL-PC, FC-SAM-R-SS 55 3.20 40' SHRUB ROTOR, 6.0" POP-UP WITH STAINLESS STEEL RISER. ADJUSTABLE AND FULL CIRCLE. STANDARD ANGLE NOZZLE, IN -STEM PRESSURE REGULATOR, AND FLOW SHUT-OFF DEVICE. WITH SEAL-A-MATIC CHECK VALVE. 4.o RAIN BIRD 5006-PL-PC, FC-SAM-R-SS 55 4.15 42' SHRUB ROTOR, 6.0" POP-UP WITH STAINLESS STEEL RISER. ADJUSTABLE AND FULL CIRCLE. STANDARD ANGLE NOZZLE, IN -STEM PRESSURE REGULATOR, AND FLOW SHUT-OFF DEVICE. WITH SEAL-A-MATIC CHECK VALVE. S.o RAIN BIRD 5006-PL-PC, FC-SAM-R-SS 55 5.27 45' SHRUB ROTOR, 6.0" POP-UP WITH STAINLESS STEEL RISER. ADJUSTABLE AND FULL CIRCLE. STANDARD ANGLE NOZZLE, IN -STEM PRESSURE REGULATOR, AND FLOW SHUT-OFF DEVICE. WITH SEAL-A-MATIC CHECK VALVE. _n 0 iC7 M 0 z r C. 1 Sys CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 Design Two Four/Two Six 14835 161ST COURT SE RENTON, WA 98059-8819 ph. (425) 881-2426 dI. (206) 335-7719 www.design2426.com Landscape Architecture • Irrigation Planning • Athletic Field Design -Construction Management CIVIC CENTER PLAYFIELD EDMONDS, WA KEY PLAN L PROJECT NUMBER: P282.04 DRAWN BY: JA IREVIEWED BY: JA PHASE. PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: IRRIGATION SCHEDULE L605�2021U6 CITY OF EDMONDS DEVELOPMENT SERVICES VALVE SCHEDULE NUMBER MODEL SIZE TYPE GPM HEADS DESIGN PSI FRICTION LOSS VALVE LOSS PSI PSI 0 POC PRECIP 1 RAIN BIRD PEB-PRS-D 2" SHRUB SPRAY 75.17 77 30 3.96 4.50 38.47 62.37 1.60 in/h 2 RAIN BIRD PEB-PRS-D 1-1/2" TURF SPRAY 34.29 30 30 2.35 3.56 35.91 60.78 1.45 in/h 3 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB ROTOR 28.75 8 55 4.18 3.64 62.82 87.74 0.88 in/h 4 RAIN BIRD PEB-PRS-D 2" SHRUB SPRAY 75.29 63 30 4.62 4.51 39.12 65.30 1.57 in/h 5 RAIN BIRD PEB-PRS-D 1" BUBBLER 16.00 32 35 6.79 2.46 44.25 70.42 2.06 in/h 6 RAIN BIRD PEB-PRS-D 1-1/2" TURF ROTOR 63.60 4 60 3.55 4.58 68.14 93.16 0.39 in/h 7 RAIN BIRD PEB-PRS-D 1" SHRUB SPRAY 8.52 11 30 1.34 1.77 33.12 58.15 1.39 in/h 8 RAIN BIRD PEB-PRS-D 1-1/2" TURF ROTOR 47.70 3 60 2.11 3.58 65.69 92.84 0.71 in/h 9 RAIN BIRD PEB-PRS-D 1-1/2" TURF ROTOR 47.70 3 60 3.41 3.58 66.99 94.13 0.41 in/h 10 RAIN BIRD PEB-PRS-D 1-1/2" TURF ROTOR 47.70 3 60 2.82 3.58 66.39 93.42 0.42 in/h 11 RAIN BIRD PEB-PRS-D 2" TURF ROTOR 68.10 5 60 3.73 4.58 68.31 95.28 1.12 in/h 12 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 42.42 34 30 3 3.52 36.53 63.44 1.40 in/h 13 RAIN BIRD PEB-PRS-D 2" SHRUB SPRAY 69.66 35 30 2.89 4.56 37.45 63.90 1.64 in/h 14 RAIN BIRD PEB-PRS-D 1-1/2" TURF ROTOR 59.70 4 60 4.86 4.30 69.16 95.64 0.98 in/h 15 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB ROTOR 48.49 13 55 7.29 3.58 65.88 92.67 0.61 in/h 16 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB ROTOR 16.60 4 55 2.89 3.90 61.79 88.56 0.26 in/h 17 RAIN BIRD PEB-PRS-D 2" SHRUB SPRAY 76.65 43 30 3.18 4.55 37.73 64.41 1.58 in/h 18 RAIN BIRD PEB-PRS-D 1-1/2" TURF SPRAY 24.45 17 30 3.77 3.77 37.54 64.21 1.20 in/h 19 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 52.53 31 30 5.11 3.78 38.89 65.57 0.83 in/h 20 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 48.86 28 30 5.38 3.59 38.97 65.65 0.81 in/h 21 RAIN BIRD PEB-PRS-D 2" SHRUB SPRAY 79.93 48 30 4.05 4.64 38.69 65.37 1.54 in/h 22 RAIN BIRD PEB-PRS-D 1-1/2" TURF ROTOR 31.80 2 60 1.45 3.58 65.04 91.77 0.44 in/h 23 RAIN BIRD PEB-PRS-D 1-1/2" TURF ROTOR 50.70 4 60 5.04 3.65 68.69 95.51 1.86 in/h 24 RAIN BIRD PEB-PRS-D 1-1/2" TURF ROTOR 44.50 4 60 2.42 3.55 65.97 92.80 1.77 in/h 25 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 58.13 35 30 2.66 4.19 36.84 64.54 1.61 in/h 26 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 46.70 34 30 3.40 3.57 36.97 64.69 1.59 in/h 27 RAIN BIRD PEB-PRS-D 1" SHRUB ROTOR 4.28 2 55 1.27 1.63 57.90 85.85 0.16 in/h 28 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB ROTOR 37.33 10 55 4.31 3.53 62.84 90.81 0.69 in/h 29 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 52.36 28 30 2.71 3.77 36.47 64.62 0.95 in/h 30 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 40.68 24 30 2.19 3.51 35.69 63.83 1.54 in/h 31 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 61.89 51 30 5.48 4.46 39.94 68.06 1.06 in/h 32 RAIN BIRD PEB-PRS-D 1" BUBBLER 0.50 2 35 0.05 1 36.05 64.79 0.85 in/h 33 RAIN BIRD PEB-PRS-D 1-1/2" TURF ROTOR 47.70 3 60 2.33 3.58 65.91 94.64 0.72 in/h 34 RAIN BIRD PEB-PRS-D 1-1/2" TURF ROTOR 47.70 3 60 2.82 3.58 66.39 95.29 0.38 in/h 35 RAIN BIRD PEB-PRS-D 1-1/2" TURF ROTOR 47.70 3 60 2.10 3.58 65.68 94.68 0.99 in/h 36 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 24.63 23 30 4.43 3.76 38.19 67.26 0.83 in/h 37 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 41.37 20 30 4.64 3.51 38.16 67.26 0.78 in/h 38 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 32.26 27 30 5.79 3.58 39.37 68.48 0.95 in/h 39 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 42.54 24 30 4.07 3.53 37.59 65.87 1.43 in/h 40 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 56.64 25 30 2.25 4.08 36.33 64.61 1.48 in/h 41 RAIN BIRD PEB-PRS-D 1-1/2" TURF ROTOR 47.70 3 60 2.32 3.58 65.90 93.99 0.86 in/h 42 RAIN BIRD PEB-PRS-D 1-1/2" TURF ROTOR 47.70 3 60 3.11 3.58 66.69 94.76 0.39 in/h 43 RAIN BIRD PEB-PRS-D 1-1/2" TURF ROTOR 47.70 3 60 4.39 3.58 67.96 96.02 0.41 in/h 44 RAIN BIRD PEB-PRS-D 1-1/2" TURF ROTOR 47.70 3 60 4.38 3.58 67.95 95.99 0.38 in/h 45 RAIN BIRD PEB-PRS-D 1-1/2" TURF ROTOR 47.70 3 60 3.42 3.58 67.00 95.02 0.38 in/h 46 RAIN BIRD PEB-PRS-D 1-1/2" TURF ROTOR 47.70 3 60 2.21 3.58 65.78 93.78 0.78 in/h 47 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 61.15 43 30 5.94 4.40 40.34 68.11 0.83 in/h 48 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 68.87 41 30 5.88 4.96 40.84 68.59 0.88 in/h 49 RAIN BIRD PEB-PRS-D 1" SHRUB SPRAY 19.34 25 30 1.23 2.83 34.06 60.78 1.51 in/h 50 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 22.10 34 30 1.22 3.84 35.06 61.65 1.55 in/h 51 RAIN BIRD PEB-PRS-D 1-1/2" TURF ROTOR 57.80 4 60 2.46 4.16 66.63 92.41 0.99 in/h 52 RAIN BIRD PEB-PRS-D 1" BUBBLER 10.00 20 35 5.59 1.80 42.39 68.14 1.70 in/h 53 RAIN BIRD PEB-PRS-D 1-1/2" TURF ROTOR 47.70 3 60 3.35 3.58 66.93 92.73 0.36 in/h 54 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 21.93 31 30 1.28 3.84 35.12 60.93 1.50 in/h CRITICAL ANALYSIS Generated: P.O.C. NUMBER: 01 Water Source Information: FLOW AVAILABLE Water Meter Size: Flow Available: PRESSURE AVAILABLE 2020-01-21 17:45 2" 120.00 gpm Static Pressure at POC: 100.00 psi Elevation Change: 5.00 ft Service Line Size: 3" Length of Service Line: 20.00 ft Pressure Available: 98.00 psi DESIGN ANALYSIS Maximum Multi -valve Flow: 110.00 gpm Flow Available at POC: 120.00 gpm Residual Flow Available: 10.00 gpm Critical Station: 43 Design Pressure: 60.00 psi Friction Loss: 3.99 psi Fittings Loss: 0.40 psi Elevation Loss: 0.00 psi Loss through Valve: 3.58 psi Pressure Req. at Critical Station: 67.96 psi Loss for Fittings: 0.50 psi Loss for Main Line: 4.99 psi Loss for POC to Valve Elevation: 0.00 psi Loss for Backflow: 6.70 psi Loss for Master Valve: 6.40 psi Loss for Water Meter: 9.50 psi Critical Station Pressure at POC: 96.05 psi Pressure Available: 98.00 psi Residual Pressure Available: 1.95 psi FINISH GRADE I ROTOR POP-UP SPRINKLER 3 ' 0 m TOP OF BOX IF I I I � I DETENTION SEE IRRIGATION ROTOR DETAIL ROCK LAYER BY 1730 OLDCASTLE CIVIL, TYP.� i i CONCRETE POLYMER I I BOX. NO LID. I ' I PVC LATERAL (PIPE PVC SLEEVE I PROTRUDE PVC SLEEVE INTO BOX. SLEEVE BETWEEN -----------------------------------------------------------------� ROTOR HEADS IN DETENTION FILTER FABRIC. SEE CIVIL PLANS FOR AREA OF FIELD. TYPE. WRAP BOX. ENSURE THERE ARE NO OPENINGS TO DRAINAGE ROCK ROTOR HEAD IN BOX C. 18y%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 Design Two Four/Two Six 14835 161ST COURT SE RENTON, WA 98059-8819 ph.(425) 881-2426 dI. (206) 335-7719 www.design2426.com Landscape Architecture • Irrigation Planning • Athletic Field Design -Construction Management CIVIC CENTER PLAYFIELD EDMONDS, WA KEY PLAN 'ar PROJECT NUMBER: P282.04 DRAWN BY: JA IREVIEWED BY: JA PHASE. PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: IRRIGATION SCHEDULE sub L60CF25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES VALVE SCHEDULE (ADDITIVE ALTERNATE 3) CRITICAL ANALYSIS NUMBER MODEL SIZE TYPE GPM HEADS DESIGN PSI FRICTION LOSS VALVE LOSS PSI PSI 0 POC PRECIP Generated: 2021-03-12 17:29 1 RAIN BIRD PEB-PRS-D 2" SHRUB SPRAY 75.17 77 30 3.96 4.5 38.47 57.54 1.6 in/h 2 RAIN BIRD PEB-PRS-D 1-1 /2" TURF SPRAY 34.29 30 30 4.07 3.56 37.62 56.98 1.45 in/h P.O.C. NUMBER: 01 3 RAIN BIRD PEB-PRS-D 1-1/2- SHRUB ROTOR 28.75 8 55 4.18 3.64 62.82 82.2 0.88 in/h Water Source Information: 4 RAIN BIRD PEB-PRS-D 2" SHRUB SPRAY 75.29 63 30 4.62 4.51 39.12 59.69 1.57 in/h FLOW AVAILABLE 5 RAIN BIRD PEB-PRS-D 1" BUBBLER 16.00 32 35 6.61 2.46 44.07 64.66 2.03 in/h Water Meter Size: 2" 6 RAIN BIRD PEB-PRS-D 1-1 /2" TURF ROTOR 63.60 4 60 3.55 4.58 68.14 87.84 0.39 in/h Flow Available: 120.00 gpm 7 RAIN BIRD PEB-PRS-D 1" SHRUB SPRAY 8.52 11 30 1.34 1.77 33.12 52.82 1.39 in/h 8 RAIN BIRD PEB-PRS-D 1-1 /2" TURF ROTOR 47.70 3 60 2.11 3.58 65.69 86.82 0.71 in/h PRESSURE AVAILABLE 9 RAIN BIRD PEB-PRS-D 1-1 /2" TURF ROTOR 47.70 3 60 3.41 3.58 66.99 88.08 0.41 in/h Static Pressure at POC: 100.00 psi 10 RAIN BIRD PEB-PRS-D 1-1 /2" TURF ROTOR 47.70 3 60 2.82 3.58 66.39 87.33 0.42 in/h Elevation Change: 5.00 ft 11 RAIN BIRD PEB-PRS-D 2" TURF ROTOR 68.10 5 60 3.73 4.58 68.31 89.23 1.12 in/h Service Line Size: 3" 12 RAIN BIRD PEB-PRS-D 1-1 /2" SHRUB SPRAY 42.42 34 30 3 3.52 36.53 57.42 1.4 in/h Length of Service Line: 20.00 ft 13 RAIN BIRD PEB-PRS-D 2" SHRUB SPRAY 69.66 35 30 2.89 4.56 37.45 58.32 1.64 in/h Pressure Available: 98.00 psi 14 RAIN BIRD PEB-PRS-D 1-1/2- TURF ROTOR 59.70 4 60 4.86 4.3 69.16 90.07 0.98 in/h 15 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB ROTOR 27.74 8 55 4.07 3.67 62.74 84.22 0.58 in/h DESIGN ANALYSIS 16 RAIN BIRD PEB-PRS-D 1-1 /2" SHRUB ROTOR 26.98 5 55 3.55 3.69 62.25 83.72 0.59 in/h Maximum Multi -valve Flow: Flow Available POC: 110.00 gpm 120.00 17 RAIN BIRD PEB-PRS-D 2" SHRUB SPRAY 76.65 43 30 3.18 4.55 37.73 59.11 1.58 in/h at Residual Flow Available: gpm 10.00 gpm 18 RAIN BIRD PEB-PRS-D 1-1 /2" TURF SPRAY 40.45 38 30 5.26 3.5 38.76 60.18 1.33 in/h 19 RAIN BIRD PEB-PRS-D 1-1 /2" SHRUB SPRAY 52.53 31 30 5.11 3.78 38.89 60.3 0.83 in/h Critical Station: 43 20 RAIN BIRD PEB-PRS-D 1-1/2- SHRUB SPRAY 48.86 28 30 5.38 3.59 38.97 60.37 0.81 in/h Design Pressure: 60.00 psi 21 RAIN BIRD PEB-PRS-D 2" SHRUB SPRAY 79.93 48 30 4.05 4.64 38.69 60.04 1.54 in/h Friction Loss: 2.83 psi 22 RAIN BIRD PEB-PRS-D 1-1/2- TURF ROTOR 31.80 2 60 1.45 3.58 65.04 86.39 0.44 in/h Fittings Loss: 0.28 psi 23 RAIN BIRD PEB-PRS-D 1-1 /2" TURF ROTOR 50.70 4 60 5.04 3.65 68.69 90.13 1.86 in/h Elevation Loss: 0.00 psi 24 RAIN BIRD PEB-PRS-D 1-1 /2" TURF ROTOR 44.50 4 60 2.42 3.55 65.97 87.42 1.77 in/h Loss through Valve: 3.58 psi 25 RAIN BIRD PEB-PRS-D 1-1/2- SHRUB SPRAY 58.13 35 30 2.66 4.19 36.84 59.16 1.61 in/h Pressure Req. at Critical Station: Loss for Fittings: 66.70 psi 0.73 26 RAIN BIRD PEB-PRS-D 1-1 /2" SHRUB SPRAY 46.70 34 30 3.4 3.57 36.97 59.31 1.59 in/h for Main Line: psiLoss 7.34 psi 27 RAIN BIRD PEB-PRS-D 1" SHRUB ROTOR 4.28 2 55 1.27 1.63 57.9 80.48 0.16 in/h Loss for POC to Valve Elevation: 0.00 psi 28 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB ROTOR 37.33 10 55 4.31 3.53 62.84 85.44 0.69 in/h Loss for Backflow: 6.70 psi 29 RAIN BIRD PEB-PRS-D 1-1 /2" SHRUB SPRAY 52.36 28 30 2.71 3.77 36.47 59.45 0.95 in/h Loss for Master Valve: 2.50 psi 30 RAIN BIRD PEB-PRS-D 1-1 /2" SHRUB SPRAY 40.68 24 30 2.19 3.51 35.69 58.7 1.54 in/h Loss for Water Meter: 9.50 psi 31 RAIN BIRD PEB-PRS-D 1-1/2- SHRUB SPRAY 61.89 51 30 5.42 4.46 39.87 62.91 1.06 in/h Critical Station Pressure at POC: 93.47 psi 32 RAIN BIRD PEB-PRS-D 1" BUBBLER 0.50 2 35 0.05 1 36.05 59.62 0.99 in/h Pressure Available: 98.00 psi 33 RAIN BIRD PEB-PRS-D 1-1 /2" TURF ROTOR 47.70 3 60 2.33 3.58 65.91 89.48 0.72 in/h Residual Pressure Available: 4.53 psi 34 RAIN BIRD PEB-PRS-D 1-1/2- TURF ROTOR 47.70 3 60 2.82 3.58 66.39 90.01 0.38 in/h 35 RAIN BIRD PEB-PRS-D 1-1 /2" TURF ROTOR 47.70 3 60 2.1 3.58 65.68 89.32 0.99 in/h 36 RAIN BIRD PEB-PRS-D 1-1/2- SHRUB SPRAY 24.63 23 30 4.43 3.76 38.19 61.85 0.83 in/h 37 RAIN BIRD PEB-PRS-D 1-1/2" SHRUB SPRAY 41.37 20 30 4.64 3.51 38.16 61.84 0.78 in/h 38 RAIN BIRD PEB-PRS-D 1-1 /2" SHRUB SPRAY 32.26 27 30 5.79 3.58 39.37 63.09 0.95 in/h 39 RAIN BIRD PEB-PRS-D 1-1/2- TURF ROTOR 47.70 3 60 3.01 3.58 66.59 90.35 0.41 in/h 40 RAIN BIRD PEB-PRS-D 1-1 /2" SHRUB SPRAY 42.54 24 30 4.07 3.53 37.59 61.55 1.43 in/h 41 RAIN BIRD PEB-PRS-D 1-1 /2" SHRUB SPRAY 56.64 25 30 2.25 4.08 36.33 60.31 1.48 in/h 42 RAIN BIRD PEB-PRS-D 1-1/2- TURF ROTOR 47.70 3 60 2.32 3.58 65.9 92.66 0.86 in/h 43 RAIN BIRD PEB-PRS-D 1-1 /2" TURF ROTOR 47.70 3 60 3.11 3.58 66.69 93.47 0.39 in/h 44 RAIN BIRD PEB-PRS-D 1-1 /2" TURF ROTOR 47.70 3 60 2.21 3.58 65.78 86.8 0.78 in/h 45 RAIN BIRD PEB-PRS-D 1-1/2- SHRUB SPRAY 61.15 43 30 5.94 4.4 40.34 61.17 0.83 in/h 46 RAIN BIRD PEB-PRS-D 2" SHRUB SPRAY 68.87 41 30 5.89 4.57 40.46 61.22 0.88 in/h 47 RAIN BIRD PEB-PRS-D 1" SHRUB SPRAY 19.34 25 30 1.23 2.83 34.06 54.15 1.51 in/h 48 RAIN BIRD PEB-PRS-D 1-1/2- TURF ROTOR 47.70 3 60 2.97 3.58 66.54 86.51 0.38 in/h 49 RAIN BIRD PEB-PRS-D 1-1 /2" SHRUB SPRAY 22.10 34 30 1.22 3.84 35.06 55.14 1.55 in/h 50 RAIN BIRD PEB-PRS-D 1-1/2- TURF ROTOR 47.70 3 60 3.24 3.58 66.82 86.56 0.38 in/h 51 RAIN BIRD PEB-PRS-D 1-1/2" TURF ROTOR 57.80 4 60 2.46 4.16 66.63 86.35 0.99 in/h 52 RAIN BIRD PEB-PRS-D 1" BUBBLER 10.00 20 35 5.59 1.8 42.39 62.03 1.84 in/h 53 RAIN BIRD PEB-PRS-D 1-1/2- TURF ROTOR 47.70 3 60 3.35 3.58 66.93 86.63 0.36 in/h 54 RAIN BIRD PEB-PRS-D 1-1 /2" SHRUB SPRAY 24.04 31 30 1.01 3.78 34.79 54.49 1.56 in/h 1 0 V M 70 0 z r C. 18y%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALIKERMACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 Design Two Four/Two Six 14835 161ST COURT SE RENTON, WA 98059-8819 ph.(425) 881-2426 dI. (206) 335-7719 www.design2426.com Landscape Architecture • Irrigation Planning • Athletic Field Design -Construction Management CIVIC CENTER PLAYFIELD EDMONDS, WA KEY PLAN 'ar PROJECT NUMBER: P282.04 DRAWN BY: JA IREVIEWED BY: JA PHASE. PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: IRRIGATION SCHED. (ADDITIVE ALTERNATE 3) UB L606A'r2021 CITY OF EDMONDS DEVELOPMENT SERVICES LOOPED & ZIP TIED WIRE WITH 48" COILED EXTRA WIRE (DIFFERENT COLOR) INSTALL BRASS/BRONZE ANGLE GATE ONE EXTRA COIL PER VALVE BOX VALVE RED/WHITE OR EQUAL SPECIFIED VAULT FLUSH SAME SIZE AS CONTROL VALVE � WITH FINISHED GRADE FINISH GRADE --\ 4"—' 6"/ I I I =i ELECTRIC REMOTE —" I NCE CONTROL VALVE SCH 80 PVC CLOSE III_= NIPPLE, TYP. SCH 80 PVC UNION SCH. 80 ST90 SCH. 80 ST90 VALVE BOX EXTENSION SCH. 80 PVC SS AS REQUIRED T.O.E. NIPPLE. 6" MIN. SCH. 80 PVC SS LENGTH AS REQUIRED T.O.E. NIPPLE LENGTH 0 00 o AS REQUIRED PAVING BRICK 0SCH 40 PVC LATERAL SCH. 80 BUSHING 91 o 12" MIN. DEPTH S X S X BUSH —7 =I t — — — ' 48" COILED EXTRA WIRE 111-11 I-W ii I I I I=1 H 11 H (DIFFERENT COLOR) SCH. 40 PVC MAIN 18" INSTALL ONE EXTRA COIL MIN. DEPTH PER VALVE BOX 6" DEEP 3/8" WASHED ROCK SUMP TYP. r.l REMOTE CONTROL VALVE ELL CROSS TEE a 450 ELL Ill 45° ELL 0UNDISTURBED SOIL (TYP.) QCONCRETE THRUST BLOCK (TYP.) O3 PIPE (TYP.) O4 NO. 3 REBAR BENT AROUND FITTING (TYP.) O5 FITTING (TYP.) NOTES: 1. SUPPLY LINES 3—INCHES IN DIAMETER AND LARGER SHALL RECEIVE CONCRETE THRUST BLOCKS. 2. SPECIFICATIONS FOR AMOUNT OF CONCRETE: 3" & 4" TO BE 3 CU. FT. MINIMUM 6" TO BE 4 CU. FT. MINIMUM THRUST BLOCKING FINISH GRADE ROUND BOX W/LOCKING COVER 18" MIN. — BRASS VALVE 200 WOG RED & WHITE OR EQUAL. _ SIZE SHALL BE EQUAL TO MAINLINE SIZE. SCH 80 NIPPLE (1 OF 21 TYP.) FEMALE ADAPTER ZA = (1 OF 2, TYP.) - BRICK (1 OF 2, TYP.) PVC MAINLINE _ COMPACTED SIZE ON PLAN _ - - SUBGRADE CONCRETE THRUST BLOCK GATE VALVE ROTOR HEAD IRRIGATION TRENCH kDE P—UP SPRINKLER 'R 90 — LENGTH AS TO MAI NTAI N 45 JGLE ►BRICATED TRIPLE JT ASSEMBLY (TYP.) LATERAL PIPE (SCH 40 PVC OR HDPE) FINISH GRADE CLEAN, COMPACTED, SUITABLE NATIVE BACKFILL. 14 GA. BARE COPPER WIRE SCH 40 LATERAL LINE 14 GA. BARE COPPER WIRE SCH 40 PVC MAINLINE. BUNDLE CONTROLLER WIRES BELOW MAINLINE ON OPPOSITE SIDE FROM SWING JOINTS IN A SNAKELIKE FASHION COVER WITH 2" OF CLEAN, SUITABLE NATIVE BACKFILL PRIOR TO MAINLINE INSTALLATION. NOTE: TAPE WIRES TOGETHER PER SPEC BUT DO NOT TAPE BUNDLED WIRES TO MAINLINE. SCH 80-90 ELL SCH 80 NIPPLE SCH 80 PVC TEE PVC MAI N LI N E SIZE ON PLAN 1*771 10" ROUND BOX W/ LOCKING COVER. EXTEND AS NECESSARY ,,-- FINISH GRADE 18" MIN.LIE, —III III ,III - QUICK COUPLING VALVE PAVI NG QUICK —COUPLING VALVE 6" DEPTH BACKFILL BOX WITH 3/8" WASHED ROCK BRICK (1 OF 2, TYP.) 1 "X6" SCH 80 NIPPLE 1" SCH 80 STREET 90 1" SCH 80 TT 90 1 "X3" SCH 80 NIPPLE 1 "X12" SCH 80 NIPPLE 3' STEEL FARM FENCE POST W/3 EA SS CLAMPS COMPACTED SUBGRADE DETECT—A—TAPE (RED) 6" BELOW GRADE —� - CLEAN, COMPACTED, SUITABLE, NATIVE BACKFI LL PVC CONDUIT (SIZE AS SPECIFIED IN NOTES). PVC (GRAY) ELECTRICAL CONDUIT SIZE AS NEEDED TO ACCOMODATE WIRES. 6" WI DE TRENCH (OR AS REQUIRED TO ALLOW ADEQUATE COMPACTION OF BACKFILL) IRRIGATION TRENCH UNDER PAVING C. 1 Sys CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 Design Two Four/Two Six 14835 161ST COURT SE RENTON, WA 98059-8819 ph.(425) 881-2426 dI. (206) 335-7719 www.design2426.com Landscape Architecture • Irrigation Planning • Athletic Field Design -Construction Management CIVIC CENTER PLAYFIELD EDMONDS, WA KEY PLAN PROJECT NUMBER: P3282.04 DRAWN BY: JA REVIEWED BY: JA PHASE. PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: IRRIGATION DETAILS �2021UBar CITY OF EDMONDS DEVELOPMENT SERVICES —WAI i _-) O1 IRRIGATION CONTROLLER: RAIN BIRD ESP—LXMEF CONTROLLER WITH FLOW SMART MODULE IN LXMM METAL CABINET WITH WALL MOUNT. INSTALL CONTROLLER AND CABINET ON WALL PER MANUFACTURER'S RECOMMENDATIONS. O JUNCTION BOX O3 1—INCH CONDUIT AND FITTINGS TO POWER SUPPLY O4 POWER SUPPLY WIRE O5 2—INCH CONDUIT AND FITTINGS FOR STATION WIRES O6 MASTER VALVE AND REMOTE CONTROL VALVE WIRES O7 FLOW SENSOR WIRE TO FLOW SENSOR NOTE: PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS. CONTROLLER w �-Ei FOGTITE #25—TA CONCRETE VAULT W/ LOCKING STEEL HATCHES, MAINTAIN 6" MIN CLEARANCE FOR ALL COMPONENTS AND EDGES OF VAULT. BRASS PIPE FROM GATE VALVE J U PIP COCKS TO BE Z UPRIGHT AND w EASILY ACCESSIBLE C° DOUBLE CHECK / BACKFLOW IN 25TA NTS WATERTIGHT SPLIC (SEE SPECS) FINISH � MASTER VALVE � GRADE iSPARE WIRE (1- 18" MIN. FOR EACH 4 ZONES PER SPECS.) BRASS PIPE FROM DCVA 6" DEEP 3/8" WASHED ROCK SUMP TYP. z 0 I NOTE: SWING JOINT ASSEMBLY FINISH SIZE DETERMINED BY GRADE HEAD INLET SIZE SPECIFIED COMPACTED BACKFI LL IRRIGATION HEAD PER PLANS PVC SCH. 80 RISER — LENGTH AS REQUIRED TO MAINTAIN 45 DEGREE ANGLE PVC SCH 40 STREET ELL AND SCH 40 PVC TT 90 ELL 12" PVC SCH PVC SCH 40 TEE 80 NIPPLE AND STREET ELL DOUBLE CHECK VALVE/BACKFLOW PREVENTION ASSEMBLY 0 6" COMPACTED OF 5/8" CRUSHED ROCK BASE 1 /3 CU YD OF 3/8" WASHED ROCK AT BOTH ENDS OF VAULT UNDER WEEP HOLE VALVE BOX W/ LOCKING LID (SEE SPECS) 4"— 6" 11El CLEARANCBRASS UNION (2 PLACES) // , - - ---- -- --- . MASTER VALVE W/ FLOW SENSOR NTS 10 X PIPE I.D. MIN. FINISH GRADE SPRAY HEAD WATERTIGHT SPLICES - (SEE SPECS) 4"-6" CLEARANCE SCH. 80 PVC TOE NIPPLE, TYP. SCH80 PVC — 6" DEEP 3/8" WASHED ROCK SUMP TYP. NOTES: 1. USE RANGER REAL ELECTRICAL SPLICE KIT 0 FLOW SENSOR. RUN CONTINUOUS PE 89 WIRE FROM FLOW SENSOR TO CONTROLLER. 2. USE TEFLON TAPE ON ALL THREADED FITTINGS. co SET HEADS W/ FINISH GRADE (LAWN) SET HEAD 1" ABOVE FINISH GRADE IN GROUND COVER AREAS —111 11 —I T _I I = — =III III- 12" MIN. PVC SCH 40 LATERAL j1iil LE= BRASS NIPPLE (SIZE AS REQUIRED) I GROUT OPENINGS (TYP) WRAP PIPES WITH 40 MIL. PVC TAPE AT GROUTED OPENINGS (TYP.) BR,4SS PIPE TO MASTER VALVE 1-05 5 X PIPE I.D. MIN. II II I II I II I II I I — VALVE BOX W/ LOCKING LID (SEE SPECS) I� FLOW SENSOR FIRST ELBOW, JOINT OR FITTING (SCH. 40 PVC BEYOND) SCH. 80 PVC MAINLINE PAVING BRICK (EACH CORNER, 4 TOTAL) PE-89 COMPUTER INTERFACE CABLE (MAXI WIRE) TO CONTROLLER 1-33 O4—INCH GRATE (INCLUDED) OBUBBLER OROOT WATERING SYSTEM OSUBGRADE SAND SOCK ORWS 5 (RWS—SOCK) FOR SANDY SOILS 6 1/2—INCH PVC SCH 80 NIPPLE (INCLUDED) � 1/2—INCH 90—DEGREE ELBOW (INCLUDED) CLS.315 PVC O12—INCH PREFABRICATED TRIPLE SWING JOINT ASSEMBLY (OR APPROVED EQUAL) 80 PVC TEE, OSCH. FITTINGS, &ADAPTORS (AS REQUIRED TYP.) 10 PVC SCH 40 TEE OR EL 11 LATERAL PIPE 12 4—INCH BASKET WEAVE CANISTER (INCLUDED) 13 FILL CANISTER VOID WITH PEA GRAVEL ROOT ZONE WATERING SYSTEM 10" ROUND VALVE BOX FOR GATE OR QUICK COUPLING VALVE 13" x 20" JUMBO RECTANGULAR VALVE BOX 1' MIN. 1' MIN. ',--J GROUND COVER/SHRUB OR LAWN AREA PLAN VIEW \— EDGE OF PAVING NOTES: 1. CENTER VALVE BOX OVER VALVE 2. SET BOXES 2" ABOVE FINISH GRADE IN GROUND COVER/SHRUB AREA AND FLUSH TO FINISH GRADE IN LAWN AREA. 3. LOCATE ROUND VALVE BOX & VALVE BOX ASSEMBLY IN GROUNDCOVER/SHRUB AREA WHERE POSSIBLE. INSTALL IN LAWN ONLY IF GROUNDCOVER DOES NOT EXIST ADJACENT TO LAWN. 4. SET BOXES PARALLEL TO EACH OTHER & PERPENDICULAR TO EDGE. 5. ALL VALVE BOX LIDS SHALL OPEN THE SAME DIRECTION. 6. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX SIDES. VALVE BOX LAYOUT C. 1 Sys CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 Design Two Four/Two Six 14835 161ST COURT SE RENTON, WA 98059-8819 ph.(425) 881-2426 dI. (206) 335-7719 www.design2426.com Landscape Architecture • Irrigation Planning • Athletic Field Design -Construction Management CIVIC CENTER PLAYFIELD EDMONDS, WA KEY PLAN PROJECT NUMBER: P3282.04 DRAWN BY: JA REVIEWED BY: JA PHASE. PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: IRRIGATION DETAILS ffc SUB L606252021 CITY OF EDMONDS DEVELOPMENT SERVICES G TREE AND TREES (3 LARGE SHRUB SCHEDULE SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING DETAIL REF. OTY NOTES ACE SA2 ACER SACCHARUM 'BONFIRE' BONFIRE SUGAR MAPLE 3" CAL. B&B AS SHOWN 1/L900 2 ACE SAC ACER SACCHARUM 'JOHN PAIR' JOHN PAIR MAPLE 3" CAL. B&B AS SHOWN 1 /L900 8 MAG LOE MAGNOLIA X LOEBNERI LOEBNER MAGNOLIA 2" CAL. B&B AS SHOWN 1/1_900 16 SINGLE STEM, CONSISTENT FORM, BRANCHING HEIGHT 6' CLEAR PYR CAL PYRUS CALLERYANA `GLEN'S FORM` TM CHANTICLEER PEAR 2" CAL. B&B AS SHOWN 1/L900 2 RHU TYP RHUS TYPHINA STAGHORN SUMAC 10 GAL. AS SHOWN 1 /L900 14 TAX DIS TAXODIUM DISTICHUM 'SKYWARD' COLUMNAR BALD CYPRESS 2" CAL. B&B AS SHOWN 1/1_900 7 THU PLI THUJA PLICATA 'HOGAN' HOGAN CEDAR 12' HT. B&B AS SHOWN 2/L900 9 ULM X F ULMUS X 'FRONTIER' AMERICAN ELM 4" CAL. B&B AS SHOWN 1/1_900 10 CONSISTENT FORM, BRANCHING HEIGHT 6' CLEAR LARGE SHRUBS SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING DETAIL REF. OTY NOTES 0 ABE GRA ABELIA X GRANDIFLORA GLOSSY ABELIA 2" CAL. B&B AS SHOWN 5/1_900 16 MULTI —STEM FORM AME ALN AMELANCHIER ALNIFOLIA SERVICEBERRY 3" CAL. B&B AS SHOWN 5/L900 7 MULTI —STEM FORM HAM JEL HAMAMELIS X INTERMEDIA `JELENA' YELLOW ORANGE WITCH HAZEL 3" CAL. B&B AS SHOWN 5/1_900 11 MULTI —STEM FORM HAM PAL HAMAMELIS X INTERMEDIA `PALLIDA' PALLIDA WITCH HAZEL 2" CAL B&B AS SHOWN 5/1_900 8 MULTI —STEM FORM RIB SAN RIBES SANGUINEUM RED FLOWERING CURRANT 3" CAL. B&B AS SHOWN 5/1_900 8 STE PSE STEWARTIA PSEUDOCAMELLIA JAPANESE STEWARTIA 3" CAL. B&B AS SHOWN 5/1_900 3 SHRUB SCHEDULE SYMBOL I CODE 1BOTANICAL NAME ICOMMON NAME SIZE ICONTAINERI SPACING 10TY IDETAIL REF. BUFFER SHRUB MIXES A 11,688 SF GER CAN GERANIUM X CANTABRIGIENSE 'BIOKOVO' BIOKOVO CRANESBILL 4" POT SEE DETAIL 1,093 1/L901 LON NIT LONICERA NITIDA 'ELEGANT' BOX LEAF HONEYSUCKLE 2 GAL. CONT. SEE DETAIL 635 j//Z j PHY OPU PHYSOCARPUS OPULIFOLIUS 'TINY WINE GOLD' TINY WINE GOLD NINEBARK 2 GAL. CONT. SEE DETAIL 635 BUFFER SHRUB MIXES B 13,177 SF ARO MEL ARONIA MELANOCARPA 'AUTUMN MAGIC` AUTUMN MAGIC BLACK CHOKEBERRY 2 GAL. CONT. SEE DETAIL 153 2/1_901 GER CAN GERANIUM X CANTABRIGIENSE 'BIOKOVO' BIOKOVO CRANESBILL 4" POT SEE DETAIL 1,644 LON NIT LONICERA NITIDA 'ELEGANT' BOX LEAF HONEYSUCKLE 2 GAL. CONT. SEE DETAIL 427 PHY OPU PHYSOCARPUS OPULIFOLIUS 'TINY WINE GOLD' TINY WINE GOLD NINEBARK 2 GAL. CONT. SEE DETAIL 229 SAL PUR SALIX PURPUREA 'NANA' DWARF ARCTIC WILLOW 2 GAL. CONT. SEE DETAIL 192 41 BUFFER SHRUB MIXES C 14,536 SF SES ALB SESLERIA ALBICANS BLUE MOOR GRASS 2 GAL, CONT. 15" O.C. 9,573 BUFFER SHRUB MIXES D 6,472 SF ILE GR4 ILE GLA ILEX CRENATA 'GREEN ISLAND' AND ILEX GLABRA 'COMPACTA' MIXED JAPANESE HOLLY 2 GAL. CONT. 48" O.C. 400 1/L902 BOYS AND GIRLS CLUB COURT BUFFER D-2 648 SF ❑ ❑ ❑ a ❑ ❑ ❑ ABE RCR ABELIA X 'ROSE CREEK' / ROSE CREEK ABELIA ROSE CREEK ABELIA 2 GAL. CONT. 36" O.C. 75 0 a O ❑ ❑ ❑ SPRAGUE STREET ENTRY SHRUB MIXES E 2,070 SF SPI DSO SPIRAEA X 'TRACY' TM DOUBLE PLAY BIG BANG SPIRAEA 2 GAL. CONT. 36" O.C. 1237 �2/L902 PLAZA ENTRY GARDEN SHRUB MIXES F 4,468 SF +++++++++++++++ ++++++ + + + + + + + + + +++++++++ ++++++++++++++ +++++++++++++++ CEA EYI CEANOTHUS THYRSIFLORUS YANKEE POINT WILD LILAC 2 GAL. CONT. SEE DETAIL 121 3/L902 ++++++++++++++ +++++++++++++++ ++++++++++++++ +++++++++++++++ ++++++++++++++ +++++++++++++++ I ROSA HYBRIDA DRIFT POPCORN DRIFT ROSE 2 GAL. CONT. SEE DETAIL 181 PETANQUE GARDEN SHRUB MIXES G 1,269 SF FOT GAR FOTHERGILLA GARDENII DWARF FOTHERGILLA 2 GAL. CONT. SEE DETAIL 41 1/1_705 GAU ROS GAURA LINDHEIMERI 'ROSY JANE' ROSY JANE GAURA 1 GAL. CONT. SEE DETAIL 21 ILE GR4 ILEX CRENATA 'GREEN ISLAND' GREEN ISLAND JAPANESE HOLLY 2 GAL. CONT. SEE DETAIL 76 IRI CEA IRIS SIBIRICA 'CAESAR'S BROTHER' CAESAR'S BROTHER SIBERIAN IRIS 1 GAL. CONT. SEE DETAIL 21 ROS RAD ROSA X 'RADRAll' TM KNOCK OUT SHRUB ROSE 2 GAL. CONT. SEE DETAIL 1141 PETANQUE GARDEN SHRUB MIXES H 1,218 SF �\ CLE ALN CLETHRA ALNIFOLIA SUMMERSWEET CLETHRA 2 GAL, CONT. SEE DETAIL 36 1/1_705 \ �\ GAU WHI GAURA LINDHEIMERI 'WHIRLING BUTTERFLIES' WHIRLING BUTTERFLIES GAURA 1 GAL. CONT. SEE DETAIL 39 ILE GR4 ILEX CRENATA 'GREEN ISLAND' GREEN ISLAND JAPANESE HOLLY 2 GAL. CONT. SEE DETAIL 68 IRI CEA IRIS SIBIRICA 'CAESAR'S BROTHER' CAESAR'S BROTHER SIBERIAN IRIS 1 GAL. CONT. SEE DETAIL 38 \\ ROS RAD ROSA X `RADRAll` TM KNOCK OUT SHRUB ROSE 2 GAL. CONT. DETAIL SEE DE L 8 PETANQUE GARDEN SHRUB MIXES 1 1,088 SF 'f.✓'r�f DEU GRA GAU ROS ILE GR4 DEUTZIA GRACILIS GAURA LINDHEIMERI 'ROSY JANE' ILEX CRENATA 'GREEN ISLAND' SLENDER DEUTZIA ROSY JANE GAURA GREEN ISLAND JAPANESE HOLLY 2 GAL. 1 GAL. 2 GAL. CONT. CONT. CONT. SEE DETAIL SEE DETAIL SEE DETAIL 58 28 40 1 L705 / IRI BUT ROS RAID IRIS SIBIRICA 'BUTTER AND SUGAR` ROSA X 'RADRAll' TM BUTTER AND SUGAR SIBERIAN IRIS KNOCK OUT SHRUB ROSE 1 GAL. 2 GAL. CONT. CONT. SEE DETAIL SEE DETAIL 28 7 GROUNDCOVER AT SKATE PARK 544 SF o LIR MUS LIRIOPE MUSCARI LILY TURF 1 GAL. CONT. 18" o.c. 252 4/L902 MEADOW SCHEDULE - SEE L706 FOR LAYOUT AND SYMBOLS 11.683 SF SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE/CONDITION SPACING OTY. DETAIL REF. M-1 AGASTACHE X `LICORICE CANDY` HYSSOP 1 GAL. CONT. 12" O.C. 571 ASCLEPIAS SPECIOSA SHOWY MILKWEED 2 GAL. CONT. 24" O.C. 142 AMSONIA X `BLUE ICE` BLUE ICE BLUESTAR 1 GAL. CONT. 18" O.C. 390 ASTER NOVAE—ANGLIAE NEW ENGLAND ASTER 1 GAL. CONT. 18" O.C. 278 PENNISETUM 'KARLY ROSE' KARLY ROSE PENNISETUM 1 GAL. CONT. 18" O.C. 358 IRIS SIBIRICA `WHITE SWIRLS' AND WHITE SWIRLS SIBERIAN IRIS AND 1 GAL. CONT. 18" O.0 222 `CAESAR'S BROTHER` PURPLE SIBERIAN IRIS LUPINUS POLYPHYLLUS LARGE —LEAVED LUPINE 2 GAL. CONT. 24" O.C. 88 MOLINIA CAERULEA `MOORHEXE` MOOR WITCH MOOR GRASS 1 GAL. CONT. 18" O.C. 380 STACHYS OFFICINALIS 'HUMMELO' HUMMELO STACHYS 1 GAL. CONT. 18" O.C. 357 SIDALCEA CAMPESTRIS MEADOW CHECKERBOOM 1 GAL. CONT. 18" O.C. 368 VERONICASTRUM VIRGINICUM `FASCINATION` FASCINATION CULVER`S ROOT 1 GAL. CONT. 18" O.C. 115 M-2 ALLIUM X `MILLENIUM` MILLENIUM ORNAMENTAL ONION 1 GAL. CONT. SEE DETAIL 326 5/1_902 ECHINACEA PALLIDA PALE PURPLE CONEFLOWER 1 GAL. CONT. SEE DETAIL 218 SESLERIA AUTUMNALIS AUTUMN MOOR GRASS 1 GAL. CONT. SEE DETAIL 1,630 " M-3 CAMASSIA QUAMASH SMALL CAMAS BULBS/1 GAL. SEE DETAIL 171 6/L902 DESCHAMPSIA CESPITOSA 'GOLDTAU` GOLD DEW TUFTED HAIR GRASS 1 GAL. CONT. SEE DETAIL 1,747 ECHINACEA PALLIDA PALE PURPLE CONEFLOWER 1 GAL. CONT. SEE DETAIL 342 ECHINOPS RITRO GLOBE THISTLE 1 GAL. CONT. SEE DETAIL 1 171 LEGEND PLANTING NOTES 1. CONTRACTOR TO VERIFY LOCATION OF EXISTING TREES INDICATED TO REMAIN L.O.W. (OFFSET 5' FOR CLARITY) PRIOR TO SOIL PREPARATION. PROTECT ALL TREES AND SHRUBS INDICATED TO REMAIN. COORDINATE WITH THE OWNER'S REPRESENTATIVE. _ MATCHLINE 2. PLANTING AREAS TO BE SUFFICIENTLY CLEANED OF ALL CONSTRUCTION PROPERY LINE MATERIALS, INCLUDING IMPORTED ROCK, TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE BEFORE BEGINNING ANY LANDSCAPE WORK. ,. ,v GROUNDCOVER AT SKATE PARK LAWN (SOD) / j BUFFER SHRUB MIXES A BUFFER SHRUB MIXES C BUFFER SHRUB MIXES D ❑ O 0 o BOYS AND GIRLS CLUB COURT BUFFER D-2 SPRAGUE STREET ENTRY SHRUB MIXES E +++++++ +++++++++ +++++++++++++++ PLAZA ENTRY GARDEN SHRUB MIXES F PETANQUE GARDEN SHRUB MIXES G PETANQUE GARDEN SHRUB MIXES H 1 PETANQUE GARDEN SHRUB MIXES MEADOW — SEE ENLARGEMENTS ON L706 NOTE: + EXISTING TREE ALL GAURA AND IRIS (OUTSIDE OF MEADOW) TO BE CONTRACTOR PROVIDED, OWNER INSTALLED, 3. IDENTIFY ALL PLANTING AREAS IN FIELD WITH WHITE FIELD —MARKING CHALK OR APPROVED EQUAL. PLANTING BEDS TO BE ADJUSTED AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLANT LOCATION. 4. FOR PLANTING OCCURRING IN MASSES OF SAME SPECIES PLANT, LABELING REFERS TO ALL ADJACENT IDENTICAL SYMBOLS. REFER TO DETAILS AND LEGEND FOR SPACING INFORMATION. 5. THE OWNER'S REPRESENTATIVE WILL APPROVE INDIVIDUAL PLANT MATERIAL AND LOCATION OF PLANT MATERIAL PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS FOR PROCEDURE. 6. SHRUBS AND GROUNDCOVER TO BE PLANTED A MINIMUM OF ONE HALF THEIR ON CENTER SPACING AWAY FROM PAVEMENT EDGES; UNLESS OTHERWISE NOTED. 7. PROVIDE ROOT BARRIER AROUND ALL TREES WITHIN 5' OF PAVING, CURBS, WALLS, BUILDINGS, UTILITY DUCTS AND OTHER APPURTENANCES. SEE SPEC FOR DETAILS. 8. PLANT QUANTITIES INDICATED ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLANTS IN QUANTITIES AND LOCATIONS SHOWN ON DRAWINGS, 9. PROVIDE JUTE NETTING ON ALL SLOPES WITH GRADIENT OF 3:1 OR GREATER AS DIRECTED IN THE FIELD BY THE OWNER'S REPRESENTATIVE. STAPLE FABRIC TO GROUND WITH METAL STAKES AT 4' O.C. 0 N m 0 z r ."oC. 1 S9%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAP,F. ARCHITECT RA OSE CERTIFICAT N0. 1385 KEY PLAN PROJECT NUMBER: P32 82 .04 DRAWN BY: NS IREVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: PLANTING SCHEDULE SUB 7 kj 25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES I (4) MAG LOE I I , �I. i i i (1) MAG LOE � CDICD CDO W WWW u) Lu 87-1 28-1 17-2 44-10 —9 54-9 z z Lu 0.eol lod. ALN 1 HU PLI (2) AX D1�1) THU PLI (1) HU 1Q E GRA AT OF WORK <' < i r;mlm�_ +++ ++tt+tj+++++ +++++++++++ o +++t t++++++++++++ f (3) R H U TY� t + + + + + + + •'. �' 11,E w , �� 1 a a a + ++++++++++++++ 301.03\E :. I ❑❑ ++++++++ 1 127.84 i I :N �293 92 ' I LIMIT OF WORK I + + + + + + + + (2) MAG LOE I I tttt ttt I 1 +tttttt++ tt+++ ,:.. .. .. I \ / \ T j +++++++ ++++++++ +++++++++ j ,• --- ttttt +tttttt++t 5 i TYP �� . : a ++ ++++++ I ++++++++++++ i 9.3 9 N N ,. I. t t+ttt+t N+ +++++++++++++++ �%i ILI+++++++ 1 % I I I — — — — � ` tt+t+t+t+t+t+t+ t i �� , o n � v �� .. :. ..I .. • � •. .. + + + + + + + + ' ° ♦ LIMIT OF WORK ++++++++++++ t+++ ' :1 - 5 .. �� . ��,00° < % i�'.. • (4) MAG LOE I � ++++++++++ ++++++ • • . ' . • . . • • :. .• • ..: . • . •' • ' , . • • • : • •. • • • . • . • •.. .. . +++++++++ t++ I C ++ ++++++++++++ ++++++++++++++ ++++++++++t++++ ++ / +++++++++++ ++++t++++++++ +++++++++++++++++++++++ , + + + +++t+ t+++t+t+t+++t+t+t+++t+t+ + t t+t+t+t+t+t+++++ ++++++++++++++ + + + +++++++++ /" :• + + + + + + + + + + + + + + + + + + + + + I++ ++ +++++++++++++ttt+tt " ��c +++++++++++++++++ +++++ ++ +++ � � . oo.•. /•yam+ • ' + +++++++++++++++ + _T. +t t+ttt tttttttttt _ •. '• ..E. MATCHLINE SHEET L701 N ® I .. . _ w .. �■■i` ice. ,.� � �.. i� :ENO,:, ■" I .'mm.,� r■■I >; �I >� MATCHLINE SHEET L703 I _ -o LEGEND �I L.O.W. (OFFSET 5' FOR CLARITY) MATCHLINE PROPERY LINE GROUNDCOVER AT SKATE PARK LAWN (SOD) BUFFER SHRUB MIXES A BUFFER SHRUB MIXES B BUFFER SHRUB MIXES C BUFFER SHRUB MIXES D BOYS AND GIRLS CLUB COURT BUFFER D-2 SPRAGUE STREET ENTRY SHRUB MIXES E PLAZA ENTRY GARDEN SHRUB MIXES F PETANQUE GARDEN SHRUB MIXES G PETANQUE GARDEN SHRUB MIXES H PETANQUE GARDEN SHRUB MIXES I MEADOW — SEE ENLARGEMENTS ON L706 NOTE: EXISTING TREE ALL GAURA AND IRIS (OUTSIDE OF MEADOW) TO BE CONTRACTOR PROVIDED, OWNER INSTALLED. PLANTING NOTES 1. CONTRACTOR TO VERIFY LOCATION OF EXISTING TREES INDICATED TO REMAIN PRIOR TO SOIL PREPARATION. PROTECT ALL TREES AND SHRUBS INDICATED TO REMAIN. COORDINATE WITH THE OWNER'S REPRESENTATIVE. 2. PLANTING AREAS TO BE SUFFICIENTLY CLEANED OF ALL CONSTRUCTION MATERIALS, INCLUDING IMPORTED ROCK, TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE BEFORE BEGINNING ANY LANDSCAPE WORK. 3. IDENTIFY ALL PLANTING AREAS IN FIELD WITH WHITE FIELD —MARKING CHALK OR APPROVED EQUAL. PLANTING BEDS TO BE ADJUSTED AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLANT LOCATION. 4. FOR PLANTING OCCURRING IN MASSES OF SAME SPECIES PLANT, LABELING REFERS TO ALL ADJACENT IDENTICAL SYMBOLS. REFER TO DETAILS AND LEGEND FOR SPACING INFORMATION. 5. THE OWNER'S REPRESENTATIVE WILL APPROVE INDIVIDUAL PLANT MATERIAL AND LOCATION OF PLANT MATERIAL PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS FOR PROCEDURE. 6. SHRUBS AND GROUNDCOVER TO BE PLANTED A MINIMUM OF ONE HALF THEIR ON CENTER SPACING AWAY FROM PAVEMENT EDGES; UNLESS OTHERWISE NOTED. 7. PROVIDE ROOT BARRIER AROUND ALL TREES WITHIN 5' OF PAVING, CURBS, WALLS, BUILDINGS, UTILITY DUCTS AND OTHER APPURTENANCES. SEE SPEC FOR DETAILS. 8. PLANT QUANTITIES INDICATED ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLANTS IN QUANTITIES AND LOCATIONS SHOWN ON DRAWINGS. 9. PROVIDE JUTE NETTING ON ALL SLOPES WITH GRADIENT OF 3:1 OR GREATER AS DIRECTED IN THE FIELD BY THE OWNER'S REPRESENTATIVE. STAPLE FABRIC TO GROUND WITH METAL STAKES AT 4' O.C. N O m O z r .f,oC• 18y%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAP,F. ARCHITECT RA OSE CERTIFICAT NO. 1385 KEY PLAN PROJECT NUMBER: P3282 •04 DRAWN BY: INS IREVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: PLANTING PLAN - NW ESUB L70M r 25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES 0 5 10 20 40 SCALE: 1 " = 20'-0" � ' 04 O O j F'F— LU '///, w w / w w , J' J 57 -0 25 -9 99 7ft Q a (3) E GRA (1) Al DID 1)ABE GRA (2) HU PLI (3) E GRA IT LIMWORK _- _______________--------- ---------�'- - -- ----------- -- �i I LEGEND rzipzymol +++++++ +++++++++ �I L.O.W. (OFFSET 5' FOR CLARITY) MATCHLINE PROPERY LINE GROUNDCOVER AT SKATE PARK LAWN (SOD) BUFFER SHRUB MIXES A BUFFER SHRUB MIXES B BUFFER SHRUB MIXES C BUFFER SHRUB MIXES D BOYS AND GIRLS CLUB COURT BUFFER D-2 SPRAGUE STREET ENTRY SHRUB MIXES E PLAZA ENTRY GARDEN SHRUB MIXES F PETANQUE GARDEN SHRUB MIXES G PETANQUE GARDEN SHRUB MIXES H PETANQUE GARDEN SHRUB MIXES I MEADOW - SEE ENLARGEMENTS ON L706 NOTE: EXISTING TREE ALL GAURA AND IRIS (OUTSIDE OF MEADOW) TO BE CONTRACTOR PROVIDED, OWNER INSTALLED. PLANTING NOTES 1. CONTRACTOR TO VERIFY LOCATION OF EXISTING TREES INDICATED TO REMAIN PRIOR TO SOIL PREPARATION. PROTECT ALL TREES AND SHRUBS INDICATED TO REMAIN. COORDINATE WITH THE OWNER'S REPRESENTATIVE. w z 2. PLANTING AREAS TO BE SUFFICIENTLY CLEANED OF ALL CONSTRUCTION QMATERIALS, INCLUDING IMPORTED ROCK, TO THE SATISFACTION OF THE OWNER'S = REPRESENTATIVE BEFORE BEGINNING ANY LANDSCAPE WORK. r` 3. IDENTIFY ALL PLANTING AREAS IN FIELD WITH WHITE FIELD -MARKING CHALK OR APPROVED EQUAL. PLANTING BEDS TO BE ADJUSTED AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLANT LOCATION. 4. FOR PLANTING OCCURRING IN MASSES OF SAME SPECIES PLANT, LABELING REFERS TO ALL ADJACENT IDENTICAL SYMBOLS. REFER TO DETAILS AND LEGEND FOR SPACING INFORMATION. 5. THE OWNER'S REPRESENTATIVE WILL APPROVE INDIVIDUAL PLANT MATERIAL AND LOCATION OF PLANT MATERIAL PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS FOR PROCEDURE. 6. SHRUBS AND GROUNDCOVER TO BE PLANTED A MINIMUM OF ONE HALF THEIR ON CENTER SPACING AWAY FROM PAVEMENT EDGES; UNLESS OTHERWISE NOTED. 7. PROVIDE ROOT BARRIER AROUND ALL TREES WITHIN 5' OF PAVING, CURBS, WALLS, BUILDINGS, UTILITY DUCTS AND OTHER APPURTENANCES. SEE SPEC FOR DETAILS. MATCHLINE SHEET L702 _ o >_ = 8. PLANT QUANTITIES INDICATED ARE FOR THE CONVENIENCE OF THE MATCHLINE SHEET L704 CONTRACTOR ONLY. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLANTS IN QUANTITIES AND LOCATIONS SHOWN ON DRAWINGS. 9. PROVIDE JUTE NETTING ON ALL SLOPES WITH GRADIENT OF 3:1 OR GREATER AS DIRECTED IN THE FIELD BY THE OWNER'S REPRESENTATIVE. STAPLE FABRIC TO GROUND WITH METAL STAKES AT 4' O.C. N J) m O z r .f'oC. 18y%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAP ARCHITECT RA OSE CERTIFICAT NO. 1385 KEY PLAN PROJECT NUMBER: P32 82 .04 DRAWN BY: INS IREVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: PLANTING PLAN - NE SUB L70Z25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES 0 5 10 20 40 SCALE: 1 " = 20'-0" + + + + + +'+'+ +'+ + + ++ +'+'+' +++++++LJ ++++++++ +++++ ++ y� •.. I ' NI + ++++ +++++++++++++++++++++++++++++++++++++ +++++++++++++ : :'• : I• LEGEND ++ + o +++++++++++++++++ ,�� : MATCHLINE SHEET L701 M ° ® — —., - -' t .. .. ww" �` �. _ ..� ,'� _ � inn' � -_.: _ :. L.O.W. (OFFSET ( 5' FOR CLARIT ) MATCHLINE SHEET L703:. MATCHLINE PROPERY LINE GROUNDCOVER AT SKATE PARK (4) ULM X F :. :... :.... ..::.1.. LAWN (SOD) 1 I - - - o -- - - a - -- -o i .. .. .. OL BUFFER SHRUB MIXES A 1 TE:: PSE•. ' _- -- - - - - - - - - - - - - - - --------- ----------- ---------- - :. :' BUFFER SHRUB MIXES B BUFFER SHRUB MIXES C (5) MAG LOE p ZVI rzym 04 � �+++++++++++(+++++++++++� �I BUFFER SHRUB MIXES D BOYS AND GIRLS CLUB COURT BUFFER D-2 SPRAGUE STREET ENTRY SHRUB MIXES E PLAZA ENTRY GARDEN SHRUB MIXES F PETANQUE GARDEN SHRUB MIXES G PETANQUE GARDEN SHRUB MIXES H PETANQUE GARDEN SHRUB MIXES I MEADOW - SEE ENLARGEMENTS ON L706 NOTE: EXISTING TREE ALL GAURA AND IRIS (OUTSIDE OF MEADOW) TO BE CONTRACTOR PROVIDED, OWNER INSTALLED. PLANTING NOTES ----------- ---------------------- ------------ _------------ • PRIOR TO SOIL PREPARATION PROTECT ALL TREES AND SHRUBS INDICATED TO I®® I REMAIN. COORDINATE WITH THE OWNER'S REPRESENTATIVE. VE. I - 2. PLANTING AREAS TO BE SUFFICIENTLY CLEANED OF ALL CONSTRUCTION N I MATERIALS INCLUDING IMPORTED ROCK TO THE SATISFACTION OF THE OWNER'S _ _ _ _ _ _ N. — — --- __--- ------__,_ _—___, _---_________--- (1) RIB SAN( THU PLI (2) RIB SAN (2) HU PLI (1) AX DIS — — — — — — — — — — — — (1) HU PLI (3) IB SAN(l) TAX DIS ' ___ 3. IDENTIFY ALL PLANTING AREAS IN FIELD WITH WHITE FIELD -MARKING CHALK OR APPROVED EQUAL. PLANTING BEDS TO BE ADJUSTED AND APPROVED BY 54 -1 43 -2 43 -1 1 26 -6 73 -7 22 -9 49 -10 w OWNER'S REPRESENTATIVE PRIOR TO PLANT LOCATION. cn c=n w' w 4. FOR PLANTING OCCURRING IN MASSES OF SAME SPECIES PLANT, LABELING z z REFERS TO ALL ADJACENT IDENTICAL SYMBOLS. REFER TO DETAILS AND v m LEGEND FOR SPACING INFORMATION. 5. THE OWNER'S REPRESENTATIVE WILL APPROVE INDIVIDUAL PLANT MATERIAL AND LOCATION OF PLANT MATERIAL PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS FOR PROCEDURE. 6. SHRUBS AND GROUNDCOVER TO BE PLANTED A MINIMUM OF ONE HALF THEIR ON CENTER SPACING AWAY FROM PAVEMENT EDGES; UNLESS OTHERWISE NOTED. 7. PROVIDE ROOT BARRIER AROUND ALL TREES WITHIN 5' OF PAVING, CURBS, WALLS, BUILDINGS, UTILITY DUCTS AND OTHER APPURTENANCES. SEE SPEC FOR DETAILS. 8. PLANT QUANTITIES INDICATED ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLANTS IN QUANTITIES AND LOCATIONS SHOWN ON DRAWINGS. 9. PROVIDE JUTE NETTING ON ALL SLOPES WITH GRADIENT OF 3:1 OR GREATER AS DIRECTED IN THE FIELD BY THE OWNER'S REPRESENTATIVE. STAPLE FABRIC TO GROUND WITH METAL STAKES AT 4' O.C. N O m O z r `,oC. 1 S9%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAP ARCHITECT RA OAS\Esc CERTIFICAT N0. 1385 KEY PLAN PROJECT NUMBER: P32 82 .04 DRAWN BY: INS IREVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: PLANTING PLAN — SW L70%TESUB VJ 25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES 0 5 10 20 40 SCALE: 1 " = 20'-0" co I MATCHLINE SHEET L702 OEM m MATCHLINE SHEET L704 w Z) z w Q r` a LEGEND L.O.W. (OFFSET 5' FOR CLARITY) MATCHLINE PROPERY LINE GROUNDCOVER AT SKATE PARK LAWN (SOD) BUFFER SHRUB MIXES A BUFFER SHRUB MIXES B BUFFER SHRUB MIXES C BUFFER SHRUB MIXES D BOYS AND GIRLS CLUB COURT BUFFER D-2 SPRAGUE STREET ENTRY SHRUB MIXES E PLAZA ENTRY GARDEN SHRUB MIXES F PETANQUE GARDEN SHRUB MIXES G PETANQUE GARDEN SHRUB MIXES H PETANQUE GARDEN SHRUB MIXES I MEADOW - SEE ENLARGEMENTS ON L706 NOTE: D EXISTING TREE ALL GAURA AND IRIS (OUTSIDE OF MEADOW) TO BE CONTRACTOR PROVIDED, OWNER INSTALLED. PLANTING NOTES 1. CONTRACTOR TO VERIFY LOCATION OF EXISTING TREES INDICATED TO REMAIN PRIOR TO SOIL PREPARATION. PROTECT ALL TREES AND SHRUBS INDICATED TO REMAIN. COORDINATE WITH THE OWNER'S REPRESENTATIVE. 2. PLANTING AREAS TO BE SUFFICIENTLY CLEANED OF ALL CONSTRUCTION MATERIALS, INCLUDING IMPORTED ROCK, TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE BEFORE BEGINNING ANY LANDSCAPE WORK. o o (17)A X DIS (2) IB SAN (1) AX DIS (4) M JEL 3. IDENTIFY ALL PLANTING AREAS IN FIELD WITH WHITE FIELD -MARKING CHALK OR APPROVED EQUAL. PLANTING BEDS TO BE ADJUSTED AND APPROVED BY w' 57'-0" 204'-1" OWNER'S REPRESENTATIVE PRIOR TO PLANT LOCATION. w ol _ co _ co z 4. FOR PLANTING OCCURRING IN MASSES OF SAME SPECIES PLANT, LABELING z REFERS TO ALL ADJACENT IDENTICAL SYMBOLS. REFER TO DETAILS AND v _117 LEGEND FOR SPACING INFORMATION. 5. THE OWNER'S REPRESENTATIVE WILL APPROVE INDIVIDUAL PLANT MATERIAL AND LOCATION OF PLANT MATERIAL PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS FOR PROCEDURE. 6. SHRUBS AND GROUNDCOVER TO BE PLANTED A MINIMUM OF ONE HALF THEIR ON CENTER SPACING AWAY FROM PAVEMENT EDGES; UNLESS OTHERWISE NOTED. 7. PROVIDE ROOT BARRIER AROUND ALL TREES WITHIN 5' OF PAVING, CURBS, WALLS, BUILDINGS, UTILITY DUCTS AND OTHER APPURTENANCES. SEE SPEC FOR DETAILS. 8. PLANT QUANTITIES INDICATED ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLANTS IN QUANTITIES AND LOCATIONS SHOWN ON DRAWINGS. 9. PROVIDE JUTE NETTING ON ALL SLOPES WITH GRADIENT OF 3:1 OR GREATER AS DIRECTED IN THE FIELD BY THE OWNER'S REPRESENTATIVE. STAPLE FABRIC TO GROUND WITH METAL STAKES AT 4' O.C. N J) m O z r .f'oC. 18y%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAP ARCHITECT RA OSE CERTIFICAT NO. 1385 KEY PLAN �W m PROJECT NUMBER: P32 82 .04 DRAWN BY: INS IREVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: PLANTING PLAN - SE L70SUB 25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES 0 5 10 20 40 SCALE: 1 " = 20'-0" w Z) z W Q I I - CD PETANQUE ENLARGEMENT SCALE: 1 "=10' (1 1) ROS (76) ILE GR4 (21) GAU PIN (21) IRI CEA (5) ROS RAID (33) ILE GR4 (36) CLE ALN (12) ILE (2) ROS ql' (28) GAU ROS (28) IRI E JUT ill III I � ► ,t�It�It�It�It�I�It�Itsl It�I� 11 -. b -&. t- h. 6- A. )I if A 0 A 1 11 1 A 0 A 11 GR4 RAID /rc \ nri i nnn PLAN LEGEND �1 L.O.W. (OFFSET 5' FOR CLARITY) MATCHLINE PROPERY LINE GROUNDCOVER AT SKATE PARK LAWN (SOD) BUFFER SHRUB MIXES A BUFFER SHRUB MIXES B BUFFER SHRUB MIXES C BUFFER SHRUB MIXES D BOYS AND GIRLS CLUB COURT BUFFER D-2 SPRAGUE STREET ENTRY SHRUB MIXES E PLAZA ENTRY GARDEN SHRUB MIXES F PETANQUE GARDEN SHRUB MIXES G PETANQUE GARDEN SHRUB MIXES H PETANQUE GARDEN SHRUB MIXES I MEADOW - SEE ENLARGEMENTS ON L706 NOTE: EXISTING TREE ALL GAURA AND IRIS (OUTSIDE OF MEADOW) TO BE CONTRACTOR PROVIDED, OWNER INSTALLED. PLANTING NOTES 1. CONTRACTOR TO VERIFY LOCATION OF EXISTING TREES INDICATED TO REMAIN PRIOR TO SOIL PREPARATION. PROTECT ALL TREES AND SHRUBS INDICATED TO REMAIN. COORDINATE WITH THE OWNER'S REPRESENTATIVE. 2. PLANTING AREAS TO BE SUFFICIENTLY CLEANED OF ALL CONSTRUCTION MATERIALS, INCLUDING IMPORTED ROCK, TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE BEFORE BEGINNING ANY LANDSCAPE WORK. 3. IDENTIFY ALL PLANTING AREAS IN FIELD WITH WHITE FIELD -MARKING CHALK OR APPROVED EQUAL. PLANTING BEDS TO BE ADJUSTED AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLANT LOCATION. 4. FOR PLANTING OCCURRING IN MASSES OF SAME SPECIES PLANT, LABELING REFERS TO ALL ADJACENT IDENTICAL SYMBOLS. REFER TO DETAILS AND LEGEND FOR SPACING INFORMATION. 5. THE OWNER'S REPRESENTATIVE WILL APPROVE INDIVIDUAL PLANT MATERIAL AND LOCATION OF PLANT MATERIAL PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS FOR PROCEDURE. 6. SHRUBS AND GROUNDCOVER TO BE PLANTED A MINIMUM OF ONE HALF THEIR ON CENTER SPACING AWAY FROM PAVEMENT EDGES; UNLESS OTHERWISE NOTED. 7. PROVIDE ROOT BARRIER AROUND ALL TREES WITHIN 5' OF PAVING, CURBS, WALLS, BUILDINGS, UTILITY DUCTS AND OTHER APPURTENANCES. SEE SPEC FOR DETAILS. 8. PLANT QUANTITIES INDICATED ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLANTS IN QUANTITIES AND LOCATIONS SHOWN ON DRAWINGS. 9. PROVIDE JUTE NETTING ON ALL SLOPES WITH GRADIENT OF 3:1 OR GREATER AS DIRECTED IN THE FIELD BY THE OWNER'S REPRESENTATIVE. TI STAPLE FABRIC TO GROUND WITH METAL STAKES AT 4' O.C. 0 m N 0 z r 0 2 5 10 20 SCALE: 1 " = 10'-0" .f'oC. 18y%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAP ARCHITECT RA OSE CERTIFICAT NO. 1385 KEY PLAN PROJECT NUMBER: P32 82 .04 DRAWN BY: NS IREVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: PLANTING PLAN ENLARGEMENT SUB 7 0;55 2021 CITY OF EDMONDS DEVELOPMENT SERVICES A (21) EP-W (339) DC-G (155) SES ALIT�QUA 1. PLANTING AREAS TO BE SUFFICIENTLY CLEANED OF ALL CONSTRUCTION (67) ECH PA2 (14) PYC MUT (99) DC-G 1 QUA (67) ECH RIT (12) A-BI 3 LUP P IS-W (22) HEU VIL (20) ECH PA2 MATERIALS, INCLUDING IMPORTED ROCK, TO THE SATISFACTION OF THE OWNER'S " 8) DC-G (18) PYC MUT (i9) HEU VIL () - (4) W-F (10) ECH RIT REPRESENTATIVE BEFORE BEGINNING ANY LANDSCAPE WORK. (21) ALL X M (22) ECH PA2 (11) A-BI \ EP-W (11) ECH RIT ° ° ■ ■ ■ ■ . ." \/ . • • • • 101) SES AUT G ° � BF - - - ° ° ♦ - �+ /2. IDENTIFY ALL PLANTING AREAS FOR MEADOW MIXES 1 AND 2 IN FIELD WITH ■ _ - ♦ WHITE FIELD —MARKING CHALK OR APPROVED EQUAL. PLANTING BEDS TO BE ° \ ° ❑ '. _ ■ • (5) A BI � � �, .� �, a) + ADJUSTED AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLANT (2 5) A BF ❑ 3) - ■ ■ . ° (31) A -BF ' (18) A-BI (3) PYC \ °`� tP ° ° o . - ❑ . v /� ° ° ° ° LOCATION. - ❑ (6) STA OFF (14) HEU VIL \ ° $} ° \� + y • . • . ° ° ° ° ° ° (28) A-BI (3) IS-W / .. (18) STA ORO AMS HUB ° ° c: ♦+ ° - ° + : ° ' . ' - + + • • . -"♦'♦ ♦ -♦--- . ° ° ° o o ° ° ° (1) AMs HUB 3. UPON REQUEST, LANDSCAPE ARCHITECT WILL PROVIDE STAKING GRID :. (24) MC_M Q ° ° o ° ° - . ♦ . - + +❑ ❑ ■ ■ A J ❑ o + °°° ° ° ° ❑ ❑°° ° a ° ° ° ° ° (15) PYC MUT COORDINATES AND DRAWINGS TO AID IN PLANT LAYOUT. (12) IS-W (14) AN P ° ° " ♦ - ♦ ♦ / / \ + + ■ O ° ° + o° o ° ► ° ° o ° (3) LUP POL / 37 ALL, X (4) LUP POL ❑' ❑ o ° ` \\\\�k�/k� - + ■ ° ° O S + o ► ► ► ° (16) HE VIL /� Q7) ❑ ° ° ° + + + ° 4. FOR PLANTING OCCURRING IN MASSES OF SAME SPECIES PLANT, LABELING (3) IS-W (20) MC- (s) A-BI ° ❑ ° + - + + ° ° + +' ' ■ ' ° ° ' ' REFERS TO ALL ADJACENT IDENTICAL SYMBOLS. REFER TO DETAILS AND •(182 S AUT ❑ ° ° + + + ° ❑ ° ° ° ° ; ■ ' • ° ° ° °>>� HEU VIL IL SCHEDULE FOR SPACING INFORMATION. (17) CAM A (4) LUP POL U .P ° o ■ ■ ■ + ❑ o ° + + o ° ° ° ° ■ �. ■ . ■ � ° ° ° ° ` (r6 Dc-c ° ■ . ' ■ ❑ ° ° ° _ - ° ° ° (28) A-BI 5. THE OWNER'S REPRESENTATIVE WILL APPROVE INDIVIDUAL PLANT MATERIAL (3 ECH PA2 D D D ° �° ° ° - - =� ) ` \ ° ° ° (17) PYc MUT AND LOCATION OF PLANT MATERIAL PRIOR TO INSTALLATION. REFER TO ■ 17 ECH RIT D ° ) ) • ■ ■ ■ ° ♦ - ❑ _ \ VIL ° ❑ ❑ - - (48) A -BF SPECIFICATIONS FOR PROCEDURE. / {6 ♦ • ° ° ❑ ° ° ♦ - - VIL ❑ - - " °- " ° o ° ° ° • 6. PLANTS SHALL BE PLANTED A MINIMUM OF ONE HALF THEIR ON CENTER (4) LUP POL • ❑ ° ❑ ♦ ♦ ♦ o ■ ) o .. • • • 14) HEU VIL � • ° ❑ ° o � • a ° ° "♦ . �� (4) LUP POL SPACING AWAY FROM PAVEMENT EDGES; UNLESS OTHERWISE NOTED. 0) (8) A -BF AMS HUB _ - • •� . ' ■ ' ■ ■ + + + - • • + + 7. PLANT QUANTITIES INDICATED ARE FOR THE CONVENIENCE OF THE 20 A -BF - /\ ❑ ° ° ° ° ° ° ° + • + (33) ALL X M ( ) (22) EP-w CONTRACTOR ONLY. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLANTS AS (3) PYC MUT - - ° �� ❑ ° ° o ° ° ; + + s�') + (s) Is-w (162) SES SHOWN ON DRAWINGS AND LAYOUT DETAILS. 2) STA OFF o O \/\ ■ ■ ❑ ° (2 - 0 (12) STA OFF (5) Is-w +++++ + + ° ° �` ° ■■ ■ • (` M` 8. CONTRACTOR SHALL NOT BLOW IN MULCH. PLANT CROWNS SHALL NOT BE ❑ PYC MUT + + + \ H ■ ■ ° + + + + + + + + + + o ° ° ° Y� . COVERED BY MULCH. / + + (1 W (7) PYC MUT (15) A-BI ..■ °° ❑ L�� • + + ° ° ° ° - ° ° ° (31) A -BF ° + ° ° ° - ° ° / 9. SEE L701 AND L702 FOR TREE LOCATIONS. TREES SHALL BE INSTALLED ° ■ \/ ° ° (39) A-BI °° ° ■ � . \ (12) A-BI ) A ° ° ° o ' . .. .. .. .:. .. • , •.. PRIOR TO MEADOW PLANTING. (17) MC-M (3) EU VIL (5STFF ° ° ° ° (7) PYC MUT (9) ALL X M (26) ALL X M �) AN-P A13) A-BI IS-W -\ (20) BI (14) H VIL (18) - MUT : . (6) UP POL - (33) .ALL X M (22) EP-W (162) SES AUT (18) �N-P (1 A-BI O MC-M 11) IS-w (2) MC-M (1) MS HUB (` PYC MUT (22) A -BF ° (20) STA OFF } + + (30) AM QUA j\/\ 01) DC-G (5 ECH PA2 j\j\ ( 0) ECH RIT 0 (6) EP-W I (18) ESES �(1�'/ (44) SES AUT I (130) SES AUT ( ) (3) LUP POL ��'�HEU VIL-"- (11) CAM QUA (su) ALL x M (4) I`, (22) A-BI (110) DC-G (20) EP-W (22) ECH PA2 (148) SES AUT (11) ECH RIT MEADOW PLANTING ENLARGEMENT — NORTH SCALE: 1 "=10' (7) W-F (15) HEU VIL 20 A-BI 17 HEU VIL NOTE: SCHEDULE SHOWN FOR REFERENCE — DUPLICATE OF SCHEDULE SHOWN ON L700. MEADOW SCHEDULE - SEE L706 FOR LAYOUT AND SYMBOLS ■ AM ° ° ■ ■ ° o ■ ■ (3) AMS B' ■ ❑ (13)M-S :. O ° ° ■ ° ° ❑ El 2,IS-w P LANT'�I.:EAYOUT S.'PRWDE•D AS Aft (4) LUP POL EXAM P LE. LAN D.S.CA•P E. ARC H TECT.. W1 LE ...—PROMDE -SUPP-LEMENTAL, ' S MP'LE ED (40) ALL X (27) EP- (196) S AUT LAYOUT. • • STR U•CT •0 ' • " A •D S•CA•P E . .. • • ' . ARCHITECT . •W LL' .WORK ' W •TH CONTRACTOR (8) A-BI :. (21) CAM Q A :. IN •.T••H E .- HELD LD • TO L.AYO'UT PLANTS o (212) DC- (42) ECH A2 (21) EC RIT : io Fo n 11,683 SF SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE/CONDITION SPACING QTY. DETAIL REF. NOTES M-1 AGASTACHE X 'LICORICE CANDY' HYSSOP 1 GAL. CONT. 12" O.C. 571 ASCLEPIAS SPECIOSA SHOWY MILKWEED 2 GAL. CONT. 24" O.C. 142 AMSONIA X 'BLUE ICE' BLUE ICE BLUESTAR 1 GAL. CONT. 18" O.C. 390 ASTER NOVAE—ANGLIAE NEW ENGLAND ASTER 1 GAL. CONT. 18" O.C. 278 PENNISETUM 'KARLY ROSE' KARLY ROSE PENNISETUM 1 GAL. CONT. 18" O.C. 358 IRIS SIBIRICA 'WHITE SWIRLS' AND WHITE SWIRLS SIBERIAN IRIS AND 1 GAL. CONT. 18" O.0 222 'CAESAR'S BROTHER' PURPLE SIBERIAN IRIS LUPINUS POLYPHYLLUS LARGE —LEAVED LUPINE 2 GAL. CONT. 24" O.C. 88 MOLINIA CAERULEA 'MOORHEXE' MOOR WITCH MOOR GRASS 1 GAL. CONT. 18" O.C. 380 STACHYS OFFICINALIS 'HUMMELO' HUMMELO STACHYS 1 GAL. CONT. 18" O.C. 357 SIDALCEA CAMPESTRIS MEADOW CHECKERBOOM 1 GAL. CONT. 18" O.C. 368 VERONICASTRUM VIRGINICUM 'FASCINATION' FASCINATION CULVER'S ROOT 1 GAL. CONT. 18" O.C. 115 M-2 ALLIUM X 'MILLENIUM' MILLENIUM ORNAMENTAL ONION 1 GAL. CONT. SEE DETAIL 326 5/1_902 ECHINACEA PALLIDA PALE PURPLE CONEFLOWER 1 GAL. CONT. SEE DETAIL 218 SESLERIA AUTUMNALIS AUTUMN MOOR GRASS 1 GAL. CONT. SEE DETAIL 1,630 M-3 CAMASSIA QUAMASH 'GOLDTAU' SMALL CAMAS BULBS/1 GAL. SEE DETAIL 171 6/1_902 FALL = BULBS, 3 PER LOCATION (3X QTY) SPRING = 1 GAL. CONTAINTER, 1 PER LOCATION. DESCHAMPSIA CESPITOSA GOLD DEW TUFTED HAIR GRASS 1 GAL. CONT. SEE DETAIL 1,747 ECHINACEA PALLIDA PALE PURPLE CONEFLOWER 1 GAL. CONT. SEE DETAIL 342 ECHINOPS RITRO GLOBE THISTLE 1 GAL. CONT. SEE DETAIL 1 171 PLAN MEADOW PLANTING NOTES 0 iC7 m N 0 z r 0 2 5 10 20 SCALE: 1 " = 10'-0" `oC. 18y%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA WASHINGTON REGISTERED LANDSCAP ARCHITECT RA OSE CER IFICAT N0. 1385 KEY PLAN W7, gm no PROJECT NUMBER: P32 82 .04 DRAWN BY: NS REVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: PLANTING PLAN ENLARGEMENT SUB L70CF25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES NOTES: INSTALL MASON SAND ON TOP OF SEALANT BEFORE SEALANT CURES. DOWELLED ISOLATION JOINT SCALE: 1 1 /2" = 1 ' -O" NOTE: INSTALL MASON SAND ON TOP OF SEALANT BEFORE SEALANT CURES, TYP. JOINT FILLER STRIP WITH BACKER ROD AND SEALANT /4" RADIUS, TYP. OWEL PLATE WITH POCKET DRMER AT 18" O.C. ONCRETE PAVING- CONDITION ARIES, SEE PLAN VERTICAL ELEMENT: (I.E., STAIR, WALL, BLDG. SLAB, VAULT, ETC.) ISOLATION JOINT: EXPANSION JOINT FILLER, FULL DEPTH WITH BACKER ROD AND SEALANT 1 /4" RADIUS, TYP. CONCRETE PAVING - CONDITION VARIES, SEE PLAN a• O 4 a O li i iI I li i iI I li i iI I li i iI I li i iI I li i iI I li i iI I li i iI -III-III-III-III-III-III-III-I 1I- ISOLATION JOINT AT VERTICAL ELEMENT SCALE: 1 1 /2" = 1 ' -O" SECTION SECTION NOTE: SAWCUT JOINTS WHILE CONCRETE IS "GREEN". 1 SCORE JOINT (SAWCUT SCALE: 1 1/2" = 1'-0" NOTE: PROVIDE STEEL DOWEL PLATES AT ALL CONSTRUCTION JOINTS. CONSTRUCTION JOINT SCALE: 1 1/2" = 1'-0" NOTE: SAWCUT JOINTS WHILE CONCRETE IS "GREEN". CONTRACTION JOINT (SAWCUT SCALE: 1 1/2" = 1'-0" SAWCUT SCORE JOINT CONCRETE PAVING- CONDITION VARIES, SEE PLAN 1 /4" RADIUS, TYP. DOWEL PLATE W/ POCKET FORMER @ 18" O.C. CONCRETE PAVING- CONDITION VARIES, SEE PLAN SAWCUT CONTRACTION JOINT CONCRETE PAVING- CONDITION VARIES, SEE PLAN D = PAVING DEPTH NOTE: SUBGRADE PREPARATION FOR ALL PAVED SURFACES SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS IN SECTION 4.6 "PAVEMENT DESIGN" OF THE PROJECT GEO TECHNICAL ENGINEERING REPORT DATED OCTOBER 30, 2019. SECTION SECTION SECTION N Ln rinllcu �onnr 4 CONCRETE PAVING SCALE: 1 " = 1 ' -0" PEDESTRIAN NOTE: SAWCUT ASPHALT VERTICAL WHEN ABUTTING CONCRETE PAVING ASPHALT PAVING - PEDESTRIAN SCALE: 1 1 /2" = 1 ' -O" 00 ASPHALT PAVING - VEHICULAR SCALE: 1 1 /2" = 1 ' -O" CONCRETE PAVING CONTROL JOINT- TYPE VARIES (SEE PLAN) COMPACTED AGGREGATE BASE COMPACTED SUBGRADE ASPHALTIC CONCRETE (SINGLE LIFT) HAND COMPACT EDGES @ 45° COMPACTED AGGREGATE BASE COMPACTED SUBGRADE ASPHALTIC CONCRETE (TWO LIFTS) -_OMPACTED AGGREGATE BASE COMPACTED SUBGRADE SECTION SECTION SECTION 0 m 0 z r CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKED 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAP ARCHITECT RA OSE CER IFICAT N0. 1385 PROJECT NUMBER: P282.04 DRAWN BY: NS IREVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: SITE DETAILS PAVING AND SURFACES L8UB lomDs52021 CITY OF EDMONDS DEPARTMENT NOTE: DO NOT ALLOW TRENCHING TO OCCUR WITHIN 24" OF DECOMPOSED GRANITE PAVING. Nt O O O O O O O III —I I I I I I I 1 I 11=III=III=III=III=IIIE —1 DECOMPOSED GRANITE COMPACTED AGGREGATE BASE COMPACTED SUBGRADE DECOMPOSED GRANITE ON GRADE — PEDESTRIAN SCALE: 1 " = 1 ' —0" NOTE: INSTALL PER MANUFACTURER RECOMMENDATIONS MIN REINFORCED TURF LAWN "SH GRADE _ULAR CONFINEMENT FEM VOIDS WITH TOPSOIL #4 REBAR STAKE, 12"D @ 40" O.C. COMPACTED AGGREGATE BASE GEOTEXTILE FABRIC AS REQ. BY GEOTECHNICAL REPORT COMPACTED SUBGRADE SECTION SCALE: 1 " = 1'-0" SECTION z' n» �, n„ ni n„ RPBA HOT BOX SCALE: 3/4" = 1'-0" SECTION NOTE: DO NOT ALLOW TRENCHING TO OCCUR WITHIN 24" OF DECOMPOSED GRANITE PAVING. —1 I Ed I 1=1�Ni 1 1=1 11=1 11=1 I f DECOMPOSED GRANITE, HOLD 1 /4" BELOW TOP OF ADJACENT CONCRETE 1 CONCRETE PAVING 810 PEDESTRIAN COMPACTED AGGREGATE BASE COMPACTED SUBGRADE NOTE: SUBGRADE PREPARATION FOR ALL PAVED SURFACES SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS IN SECTION 4.6 "PAVEMENT DESIGN" OF THE PROJECT GEO TECHNICAL ENGINEERING REPORT DATED OCTOBER 30, 2019. RUBBER TRACK SURFACING, PER MANUFACTURER RECOMMENDATION N o�o�o�o�o�o�o o ASPHALT PAVING (TWO LIFTS) =1 1I- 111=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=111- LEVELING AGGREGATE BASE I -III -III -I I_I-III-III-I I_I-I 11=1 11=1 I_I=1 11=1 11=1 11= IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII� IIIIII� COMPACTED AGGREGATE BASE III=I I_I=III=III=I I_I=III=III=I I_I=III=III=1 � 1=1 COMPACTED SUB —GRADE DECOMPOSED GRANITE AT CONCRETE 1 RUBBER TRACK SURFACING - ADD ALTERNATE #2 SCALE: 1" = 1'-0" SECTION I SCALE: 1" = 1'-0" SECTION 2 ASPHALT PAVING — L810 PEDESTRIAN DECOMPOSED GRANITE, HOLD DOWN 1 /4" FROM TOP OF ASPHALT COMPACTED AGGREGATE BASE � T7;�COMPACTED SUBGRADE DECOMPOSED GRANITE AT ASPHALT PAVING SCALE: 1" = 1'-0" ASPHALT PAVING AT PLANTING AREA SCALE: 1" = 1'-0" SECTION r„ A A ITIA AREA, HOLD 1 " DM TOP OF PAVING ASPHALT PAVING — PEDESTRIAN =D AGGREGATE BASE =D SUBGRADE SECTION SPORT COURT SURFACING SCALE: 1 " = 1 ' —0" NOTE: DO NOT ALLOW TRENCHING TO OCCUR WITHIN 24" OF AGGREGATE PAVING. ACRYLIC SURFACING ASPHALT PAVING (2 LIFTS) COMPACTED AGGREGATE DETENTION LAYER, PER CIVIL ;AINAGE FABRIC ,-JMPACTED SUBGRADE DECOMPOSED GRANITE METAL EDGING AND STAKE. HOLD STAKE DOWN 1 " FROM TOP OF METAL EDGING. FINISH GRADE: 1 " BELOW IN PLANTING BEDS GEOTEXTILE FABRIC COMPACTED AGGREGATE BASE COMPACTED SUBGRADE METAL EDGING (DECOMPOSED GRANITE AT PLANTING AREA SCALE: 1 " = 1 ' —0" SECTION CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAP,F, ARCHITECT RA OSE CER IFICAT N0. 1385 PROJECT NUMBER: P282.04 DRAWN BY: INS IREVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: SITE DETAILS PAVING AND SURFACES L 8 1 UB 5 2021 CITY OF EDMONDS DEPARTMENT ARTIFICIAL TURF PER GRADING M 11= � o=1 I I=1 11=1 11=1 11=1 11- 11 MIMII=III Oc 0011MIMIMII=1I1SN 1=III=III=III=1100 ° o o —_ ri— El I I I=III=Ls II=III=III=III= C� 0 III=III=_ I MI M I M I M I I o 0 0 0 Ell 11=1 11=1 11=1 11=1 I I- 1IMIMIMI1=1 0 --_— 11=111=I 11=III=III=III=III __—III=III=III=_=_— III—I11-111-111-11 I — — — I —III —II —1 1: ,111-1 I 1-----111-1 11-1 11-1 I 1--- 1 11=111-1 I 1-111-111-111 NOTE: INSTALL SEAMS ONLY PARALLEL TO SLOPE, NO HORIZONTAL SEAMS THAT RUN PERPENDICULAR TO THE SLOPE ARE ALLOWED ARTIFICIAL TURF AT PIP SURFACING SCALE: 1 1/2" = 1'-0" TOE OF SLOPE 2X4 COMPOSITE NAILER BOARD - LEAVE 3/8" - 5/8" GAP BETWEEN ENDS OF BOARDS TO ALLOW EXPANSION 4 POUR -IN -PLACE SAFETY SURFACE COMPACTED AGGREGATE BASE 41911TA IN111111111110viollowl 11m DRAINAGE BACKFILL WRAPPED IN GEOTEXTILE AROUND PERIMETER DRAIN MEMBRANE PERIMETER DRAIN (PERFORATED DRAIN WITH SOCK) SECTION ry w z �o H— Q U � Q z Li w �=> Q=> =>o U Of w w In POUR -IN -PLACE SAFETY SURFACING SCALE: 3" = 1 ' -0" POUR -IN -PLACE SURFACE, PER MANUFACTURER'S RECOMMENDATIONS SBR RECYCLED RUBBER COMPACTED AGGREGATE BASE COMPACTED SUBGRADE SECTION ISOLATION JOIN' ADJACENT CON( c� 1 /4" RADIUS TYP. 1 /2" 0 X 12" STEEL SLILP DOWEL WITH PVC SLEEVE AT ONE END, 18" O.C. TOOLED MORTAR JOINT, TYP. UNIT PAVERS - MORTAR SET MORTAR BED CONCRETE SLAB, SEE WATER FEATURE DRAWINGS COMPACTED AGGREGATE BASE COMPACTED SUB -GRADE UNIT PAVER AT WATER FEATURE - ADD ALTERNATE # 1 SCALE: 1" = 1'-0" SECTION 3 7/8" 4" 1, rI, CONCRETE CURB " POUR -IN -PLACE 4 �� AIzIz 1 SAFETY SURFACE 3 PEA GRAVEL J - DIG PIT UD CD z_ w z CONCRETE PAVING 4 BAR @ 12" O.C., Q Q LD 3 ° CONT., TYP. CD Q 1 " N D e °... ; III=III=III= I —I I I —I I I —I I F # 4 BAR @ 12" O.C. ISOLATION JOINT AT 8 w Li z z 4 POUR -IN -PLACE ^ N ° °> I I a I I -I I= _ EACH WAY VERTICAL ELEMENT L810 4°° PER o SAFETY SURFACE D _ —_—_ II #5 BAR @ 12" O.C. GRADING 6 U L,, �. ° ^ : ° ° ° ' ° ' ' . D I I —I I I —I I I —I . III=1 I I=1 I I-1 I I-1 I I=1—� # 5 BAR @ 12 O.C. CONCRETE PAVING- 1 �� ARTIFICIAL TURFAF . . „—.. PEDESTRIAN L810 DD ' 1. O D D v 4 4 . . lcl\_ :: : 1=1c C) Qo 9 'p. 2X4 COMPOSITE NAILER BOARD - ��°° °, I (5) #4 BAR, CONT., LEAVE 3/8"-5/8" GAP BETWEEN °.D.: = TOP AND BOTTOM ENDS OF BOARDS TO ALLOW ��_��—_ — BI cO� II �� cO�� . EXPANSION COMPACTED —I —I—I I I1010101 _III ;,III III ICI I11- ' AGGREGATE BASE III=1�I1=�11 III -III -III III I I— a1=III=III=11 III-III=III=III=III=III=III=III=III=1 -� —III,„ I 11111111=III=III=III=III=III—I _ 1 11 ff # 3 TIES AT 2 4 O.C. — — - I I El 101011 �� III-III-III-III-1'- COMPACTED SUBGRADE I 1 _III—III—,III,;,III,..L ..,III.. (2) #4 REBAR CONT. III —III —III —III —III -1 I I-1 I I-1 I I-1 I I-1 11=1 11=1 11=1 I I-1 I I-1 I 5'-0" CURB AT ARTIFICIAL 8 TURF POUR -IN -PLACE SAFETY SURFACING AT CONCRETE PAVING CONCRETE CURB AT PIP SAFETY SURFACE AND DIG PIT SCALE: 1 1/ 2" = 1'-0" SECTION SCALE: 3" = 1'-0" SECTION SCALE: 1" = 1'-0" SECTION ASPHALT � 3" WIDE STRIPE COLOR - WHITE AGILITY LADDER STRIPING SCALE: 1/2" = 1'-0" PLAN PER nRantNi.. NOTE: INSTALL SEAMS ONLY PARALLEL TO SLOPE, NO HORIZONTAL SEAMS THAT RUN PERPENDICULAR TO THE SLOPE ARE ALLOWED ARTIFICIAL TURF SCALE: 3" = 1 ' -0" ARTIFICIAL TURF FABRIC (SEE NOTE) 3/4" RECYCLE z RUBBER EPDM => CUSHIONING = CONCRETE SLAB o COMPACTED AGGREGATE BASE - COMPACTED SUBGRADE SECTION PEA GRAVEL DIG PIT SCALE: 1 1 /2" = 1 ' -0" FINISH GRADE PEA GRAVEL CONCRETE COMPACTED AGGREGATE BASE COMPACTED SUBGRADE SECTION NOTE: SUBGRADE PREPARATION FOR ALL PAVED SURFACES SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS IN SECTION 4.6 "PAVEMENT DESIGN" OF THE PROJECT GEO TECHNICAL ENGINEERING REPORT DATED OCTOBER 30, 2019. 0 m 0 z r rPC. 18y%i CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKED 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 2 0 6 - 5 8 2 - 3 8 7 4 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAPF, ARCHITECT RA OSE CER IFICAT N0. 1385 PROJECT NUMBER: P282.04 DRAWN BY: NS REVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: SITE DETAILS PAVING AND SURFACES L81052021 UB CITY OF EDMONDS DEPARTMENT PARALLEL A PARALLEL B PARALLEL CURB RAMP *SOOT STANDARD PLAN F-40-12-03 http://www.wsdot.wo.gov/publicot;ons/fulltexl/Stondords/engl;sh/PDF/f 4O. l 2-03-e.pdf COMBINATION CURB RAMP WSDOT STANDARD PLAN F-40-14-03 http://www.wsdot.wo.gov/publ;cot;ons/fulltexl/Stondords/engi;sh/PDF/f 4O. l 4-03-e.pdf i PERPENDICULAR A PERPENDICULAR B PERPENDICULAR CURB RAMP WSDOT STANDARD PLAN F-40-13-03 http://www.wsdot.wo.gov/publicat;ons/fulltexl/Stondords/engi;sh/PDF/f 4O. l 5-03-e.pdf SINGLE DIRECTION A SINGLE DIRECTION B SINGLE DIRECTION CURB RAMP WSDOT STANDARD PLAN F-40-16-03 http://www.wsdot.wo.gov/publ;cations/fulltexl/Stondords/engl;sh/PDF/f 4O. l 6-03-e.pdf NOTES- Ol USE WSDOT DETAILS FOR HORIZONTAL LAYOUT, SLOPE, DETECTABLE WARNING SURFACE PLACEMENT. USE COE STD DTL TR-531 FOR ALL OTHER SPECIFICATIONS. O2 SEE WSDOT DETECTABLE WARNING SURFACE STANDARD PLAN F-45.10-02 FOR DETECTABLE WARNING SURFACE INSTALLATION ON ALL RAMP TYPES acysm �r 2�01N8 CITY OI~ �OIIONOS CURB RAMPS JAN UARY 'F PUBLIC WORKS STANDARD DEPART�NT DETAIL Fst, 189� IMF �Iw R. ENGLISH TR-540 ROW - CURB RAMPS SCALE: NTS ISOMETRIC STANDARD TYPE "A" CuRR/GuTTER (NOT TO SCALE) NOTES" 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 3. EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE. 4. EXPANSION JOINTS SHALL BE EVERY 10 FEET. 5. EXPANSION JOINTS SHALL HAVE 1/2" TO 5/8" WIDE PREMOLDED JOINT FILLER. 6. CONCRETE SHALL BE CLASS 3000. 7. FINISH SHALL BE LIGHT BROOM. 8. CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. 9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION TO EXPANSION JOINT, UNLESS OTHERWISE DIRECTED BY CITY ENGINEER. 10. A 2-FT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED AS DETERMINED BY CITY ENGINEER. 11. CURB/GUTTER SHALL BE 18" OR AS DIRECTED BY CITY ENGINEER. 12. ALL VERTICAL EDGES SHALL BE TACKED. 13. NATIVE AND GRAVEL SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% MAX DENSITY. CONCRETE CURB OCT� OSBEERRem 22018 CITY O� �DMONIDS AND GUTTER PUBLIC WORKS STANDARD DEPARTNT DETAIL FSt. 189� � NOIN IlIft R. ENGLISH TR-520 ROW - CONCRETE CURB AND GUTTER SCALE: NTS SECTION DRIVEWAY WIDTH O 11 Q �� OO 0< Pee ��P� pal � ig39F`KggCy �W 3> c> Q O O DRIVEWAY APPROACH O 8 7 O2' MIN SAWCUT n` VARIES 2% MAX 10 NOTES- SECTION A -A O CURB & GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. O CONCRETE SHALL BE CLASS 3000. O FINISH SHALL BE LIGHT BROOM. O4 FULL DEPTH 1/2" THRU EXPANSION JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT. MAXIMUM EXPANSION JOINT SPACING IS 10' CENTER TO CENTER. WHERE DRIVEWAY WIDTH IS LESS THAN 20', EXPANSION SHALL BE PLACED AT CENTER OF DRIVEWAY. O5 DRIVEWAY WIDTHS TO BE CONSISTENT WITH CITY STD DETAIL TR-541. DRIVEWAY WIDTH DOES NOT INCLUDE ADJACENT RAMPS. O6 A MINIMUM 4' RAMP TO BE INSTALLED UNLESS APPROVED OTHERWISE BY CITY ENGINEER. O7 FULL DEPTH 1/2" EXPANSION JOINT REQUIRED BETWEEN CURB AND DRIVEWAY APPROACH. ® MAINTAIN 1/2" LIP AT GUTTER ADJACENT TO DRIVEWAY APPROACH. O9 2' ASPHALT SAWCUT MAY BE REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO COE STD DTL TR-520. 10 SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY 11 INSTALL MAIN 5-FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK. DRIVEWAY APPROACH JAN� Uvillm 2011R8 CITY 0� ��YON�S TYPE 11 PUBLIC WORKS STANDARD DEPARTNIENT DETAIL FSt. 189�3 MWNM ft R. ENGLISH TR-542 ROW - DRIVEWAY APPROACH TYPE 1. SCALE: NTS PLAN / SECTION PLAN VIEW (NOT TO SCALE) 1 NOTES- (NOT TO SCALE) 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. CONCRETE SHALL BE CLASS 3000. 3. FINISH SHALL BE LIGHT BROOM. 4. SIDEWALK THICKNESS SHALL BE 4". 5. SIDEWALK THICKNESS AT DRIVEWAYS SHALL BE 6" THICK. 6. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. 8. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION. 9. SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 10. ALL EDGES WITH EXPANSION JOINTS SHALL HAVE I" RADIUS CITY 0� �OYON�S CONCRETE SIDEWALK - PUBLIC WORKS DEPARTNIENT FS f . 189�lka ft R. ENGLISH ROW - CONCRETE SIDEWALK SCALE: NTS alveft em JUNE 2019 STANDARD DETAIL TR-531 PLAN / SECTION NOTES- 1. CSBC DEPTH SHALL BE A MINIMUM 6" OR MATCH EXISTING WHICHEVER IS GREATER. CSBC SHALL BE INSTALLED IN MULTIPLE LIFTS OF EQUAL THICKNESS WHEN EXCEEDING 6" THICKNESS. 2. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 4" SHALL MATCH EXISTING. 3. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 2" SHALL MATCH EXISTING. 4. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2". 5, FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNIFORMLY SEALED PER WSDOT STANDARD SPECIFICATIONS 5-04.3(4)A. 6. REFER TO EDMONDS COMMUNITY DEVELOPMENT CODE TABLE OF STREET STANDARDS FOR RIGHT-OF-WAY AND PAVEMENT WIDTHS. 7. REFER TO EDMONDS COMMUNITY DEVELOPMENT CODE SIDEWALK STANDARDS FOR SIDEWALK REQUIREMENTS. 8. REFER TO CITY STANDARD CURB DETAILS. ------- ;a Fsf. 1890 PUBLIC STREET M11111111M ft R. ENGLISH ROW - PUBLIC STREET SCALE: NTS alvem 11w FEBRUARY 2020 STANDARD DETAIL TR-505 SECTION NOTE: SUBGRADE PREPARATION FOR ALL PAVED SURFACES SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS IN SECTION 4.6 "PAVEMENT DESIGN" OF THE PROJECT GEO TECHNICAL ENGINEERING REPORT DATED OCTOBER 30, 2019. .,PC. 1 S9v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 2 0 6 - 5 8 2 - 3 8 7 4 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAPF, ARCHITECT RA /11 OS CER IFICAT N0. 1385 PROJECT NUMBER: P282.04 DRAWN BY: NS IREVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: CITY OF EDMONDS ROW DETAILS PAVING AND SURFACES L 8 1 SUB Ma 5 2021 CITY OF EDMONDS DEPARTMENT NOTES 4' - 0" MIN. — A 4' - 0" MIN. — ,q SEE CONTRACT PLANS 3/8" (IN) EXPANSION SEE CONTRACT PLANS 1. At marked crosswalks, the connection between the landing and the 3/8" EXPANSION PEDESTRIAN CURB - JOINT (TYP.) - SEE PEDESTRIAN CURB - roadway must be contained within the width of the crosswalk markings. JOINT (TYP.) — SEE SEE NOTE 9 STANDARD PLAN F-30.10 STANDARD PLAN F-30.10 LANDING SEE NOTE 9 2. Where "GRADE BREAK" is called out, the entire length of the grade LANDING break between the two adjacent surface planes shall be flush. B SIDEWALK 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- CURB AND GUTTER * * * C nances on any part of the Curb Ramp or Landing, or in the Depressed Curb and Gutter where the Landing connects to the roadway. SIDEWALK •••••••••• ......••• ------- 3" R. 4. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and '`••••"•'•"•" "•`• CURB AND GUTTER Pedestrian Curb details. CURB RAMP 4' - 0" MIN. CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE - 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. SEE CONTRACT PLANS DETECTABLE WARNING SURFACE - 4' - 0" MIN. - SEE STANDARD PLAN F-45.10 See Contract Plans for width and placement of sidewalk. SEE STANDARD PLAN F-45.10 SEE CONTRACT PLANS 6 FACE OF CURB FACE OF CURB DEPRESSED CURB AND GUTTER The Bid Item "Cement Concrete Curb Ramp Type does not include _" J DEPRESSED CURB AND GUTTER the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, w CROSSWALK CROSSWALK Pedestrian Curb, or Sidewalks. 0 7. J The Curb Ramp length is not required to exceed 15 feet (unless otherwise ry PLAN VIEW DETECTABLE WARNING SURFACE — PLAN VIEW shown in the Contract Plans). When applying the 15-foot max. length, U_ TYPE PARALLEL A SEE STANDARD PLAN F-45.10 TYPE PARALLEL B the running slope of the curb ramp is allowed to exceed 8.3%. Use a single constant slope from bottom of ramp to top of ramp to match into the sidewalk m 4' - 0" MIN. over a horizontal distance of 15 feet. Do not include abutting landing(s) in the15-foot max. measurement. When a ramp is constructed on a radius, the SEE CONTRACT PLANS GRADE BREAK Q 15-foot max. length is measured on the inside radius along the back of the // 0 1<J CONTRACTION JOINT (TYP.) — SEE STANDARD PLAN F-30.1 SLOPE walkway. FOR CURB RAMP LENGTHS GREATER THAN 8' - 0"PROVIDE COUNTER TOP OF CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC. p * _ 5.0% MAX.ROADWAY 8• Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. CO w DEPRESSED CURB AND GUTTER - 9• Pedestrian Curb ma be omitted if the round surface at the back of the CEMENT CONCRETE PEDESTRIAN rLAN QDING SEE STANDARD PLAN F-10.12 Curb Ramp and/or Landing will be at the same elevation as the Curb CURB SEE NOTE 9 � AND NOTE 6 Ramp or Landing and there will be no material to retain. SECTION A 4' - 0" MIN. 15' - 0" MAX. (TYP.) LEGEND EE CONTRACT PLAN SEE NOTE 7 — — SLOPE IN EITHER DIRECTION 15' - 0" MAX. (TYP.) 4' - 0" MIN. 15' - 0" MAX. (TYP.) GRADE BREAK SIDEWALK * 1.5% OR FLATTER RECOMMENDED FOR GRADE BREAK DESIGN/FORMWORK (2% MAX.) SEE NOTE 7 EE CONTRACT PLAN SEE NOTE 7 * * * * * 7.5% OR FLATTER RECOMMENDED FOR DESIGN/ SIDEWALK GRADE BREAK GRADE BREAK — — •- a FORMWORK (8.3% MAX.) SEE NOTE 7 • p 0 D. CURB RAMP D PEDESTRIAN CURB 3/8" (IN) EXPANSION JOINT (TYP.) D a• C LANDING 1 SEE STANDARD PLAN F-30.10 —� SEE NOTE 9 CURB RAMP CURB RAMP LANDING 3/8" EXPANSION JOINT (TYP.) 1 SECTION C SEE STANDARD PLAN F-30.10 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) SECTION B (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL B" PAY LIMIT SEE NOTE 6 "CEMENT CONCRETE CURB RAMP TYPE PARALLEL A" PAY LIMIT SEE NOTE 6 PARALLEL CURB RAMP SHEET 1 OF 1 SHEET 06/29/1 ISOMETRIC VIEW ISOMETRIC VIEW TYPE PARALLEL A PAY LIMIT TYPE PARALLEL B PAY LIMIT ROW - PARALLEL CURB RAMP 1 SCALE: NTS PLAN SECTION ISOMETRIC 0 M NOTE: SUBGRADE PREPARATION FOR ALL PAVED SURFACES SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS IN SECTION 4.6 "PAVEMENT DESIGN" p OF THE PROJECT GEO TECHNICAL ENGINEERING REPORT DATED OCTOBER 30, 2019. Z r r,Oc. 18y%J CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 2 0 6 - 5 8 2 - 3 8 7 4 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAP,F, ARCHITECT RA OSE CER IEICAT N0. 1385 PROJECT NUMBER: P3282.04 DRAWN BY: NS IREVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: CITY OF EDMONDS ROW DETAILS PAVING AND SURFACES L8UB lRm55 2021 CITY OF EDMONDS DEPARTMENT NOTES A CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH A CURB RAMP WIDTH - SEE CONTRACT PLANS CURB RAMP WIDTH 4'- 0" MIN. 1. At marked crosswalks, the connection between the curb ramp and the road LANDING LANDING TO MATCH CURB RAMP waymust be contained within the width of the crosswalk markings. WIDTH - SEE CONTRACT PLANS s. g LANDING GRADE BREAK CURB RAMP 2. Where "GRADE BREAK" is called out, the entire length of the grade break GRADE BREAK SEE CONTRACT PLANS - GRADE BREAK between the two adjacent surface planes shall be flush. SEE CONTRACT PLANS - 4' 0" MIN. CEMENT CONCRETE 4' - 0" MIN. SIDEWALK - SEE NOTE 5 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- - ances on any part of the Curb Ramp or Landing, or in front of the Curb PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway. CEMENT CONCRETE TO SIDEWALK WIDTH 2' - 0" SIDEWALK - SEE NOTE 5 (TYP.) SEE CONTRACT PLANS - MIN. SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan g p 4'-0"MIN. * PLANS-4'-0"MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and FLARE (TYP.) 3/8" EXPANSION - - BUFFER WIDTH - MATCH Pedestrian Curb details. JOINT (TYP.) - SEE CURB RAMP STANDARD PLAN F-30.10 �i� �iTO CURB RAMP DEPTH (TYP.) 5' See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See 3/8" EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 GRADE ,�, Contract Plans for width and placement of sidewalk. " 6 BREAK TRANSITION TO SIDEWALK BUFFER, IF "� �� The Bid Item Cement Concrete Curb Ramp Type does not include the GRADE BREAK PRESENT, OR TO BACK OF CURB (TYP.) - _ adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian * * SEE CONTRACT PLANS * * * ''' Curb, or Sidewalks. ��, _ ................... '••••••��"�"••• • .................. ••••"' '�•••� / 7. CURB, OR CURB The Curb Ram length is not required to exceed 15 feet unless shown CEMENT CONCRETE p g q AND GUTTER - _ CURB, OR CURB PEDESTRIAN CURB - otherwise in the Contract Plans). When applying the 15-foot max. length, SEE NOTE 4 AND GUTTER 4 SEE NOTE 4 the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a DETECTABLE WARNING SURFACE SEE NOTE 4 B single constant slope from bottom of ramp to top of ramp to match into FACE OF CURB SEE STANDARD PLAN F-45.10 DETECTABLE WARNING SURFACE - the landingover a horizontal distance of 15 feet. Do not include the FACE OF CURB SEE STANDARD PLAN F-45.10 abutting landing in the 15-foot max. measurement. MEASURED PARALLEL DEPRESSED CURB AND GUTTER DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard TO CURB (TYP.) CROSSWALK SEE NOTE 4 CROSSWALK Specifications 8-14. J J 9. Pedestrian Curb may be omitted if the ground surface at the back of the o Curb Ramp and/or Landing will be at the same elevation as the Curb o Ramp or Landing and there will not be material to retain. O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 z FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE w PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. PLAN VIEW LL TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND 00 DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) Z SEE STANDARD PLAN F-45.10 SLOPE IN EITHER DIRECTION n, � GRADE 4 - 0" MIN. 15 - 0" MAX. (TYP.) BREAK 1.5 OR FLATTER RECOMMENDED FOR * 0 DESIGN/FORMWORK (2% MAX.) SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE 5.0% MAX. ° FLATTER RECOMMENDED FOR * * SEE STANDARD PLAN F-30.10 * GRADE BREAK * ° /FORMWORK (83o MAX) N//FORMWORK. DESIGNR TOP OF ROADWAY * * * 9.5% OR FLATTER RECOMMENDED FOR \ DESIGN/FORMWORK (10 /o MAX.) > s s LANDING CURB RAMP ,-. a ~ DEPRESSED CURB AND GUTTER 1 SEE STANDARD PLAN F-10.12 A SECTION(: ) CEMENT CONCRETE CEMENT CONCRETE CURB RAMP "TYPE "A" CEMENT CONCRETE CURB RAMP "TYPE PEDESTRIAN CURB - PERPENDICULAR PAY LIMIT - SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT - SEE NOTE 6 SEE NOTE 4 DETECTABLE WARNING SURFACE - ,. • SEE STANDARD PLAN F-45.10 :•.. '�°° :.• :• :• :•g.• PERPENDICULAR ° •° •°° ®° CURB RAMP 3" R. TYP. DEPRESSED CURB AND GUTTER SEE NOTE 4 SHEET 1 OF 1 SHEET CEMENT CONCRETE CURB AND GUTTER SEE NOTE 4 06/29/1 ISOMETRIC VIEW ISOMETRIC VIEW CURB RADIUS DETAIL B TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT 1 ROW - PERPENDICULAR CURB RAMP SCALE: NTS PLAN SECTION ISOMETRIC O M NOTE: SUBGRADE PREPARATION FOR ALL PAVED SURFACES SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS IN SECTION 4.6 "PAVEMENT DESIGN" p OF THE PROJECT GEO TECHNICAL ENGINEERING REPORT DATED OCTOBER 30, 2019. Z r .,PC. 18y%J CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 2 0 6 - 5 8 2 - 3 8 7 4 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAP,F, ARCHITECT RA OSE CER IFICAT N0. 1385 PROJECT NUMBER: P282.04 DRAWN BY: NS IREVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: CITY OF EDMONDS ROW DETAILS PAVING AND SURFACES L81FUB m6s5 2021 CITY OF EDMONDS DEPARTMENT J J W 0 J z w LL m 0 WALKWAY TRUNCATED DOME ( ) A TRUNCATED DOME SPACING SECTION SEE NOTE 3 SEE STANDARD SPECIFICATIONS FOR COLOR OF SURFACE TRUNCATED DOME DETAILS Q w � co OFFSET 10 CURB RAMP LANDING SEE NOTE 8 WIDTH OF WALKWAY WALKWAY .1 �1 1 • �1 DETECTABLE WARNING SURFACE (DWS) SEE NOTE 4 BACK OF CURB SINGLE DIRECTION CURB RAMP (GRADE BREAK BETWEEN CURB AND LANDING <_ 5 FT. FROM BACK OF CURB) (SEE NOTE 6) LANDING W V Q W CURB RAMP m WAL KW AY .�„ ,pit Oit DIRECTION OF TRAVEL Ott BACK OF CURB SEE NOTE 2 SINGLE DIRECTION CURB RAMP (GRADE BREAK BETWEEN CURB AND LANDING > 5 FT. FROM BACK OF CURB) (SEE NOTE 6) CURB RAMP WALKWAY � BACK OF CURB SEE NOTE 2 CURB RAMP, LANDING, CUT - THROUGH OR WALKWAY BACK OF CURB SEE NOTE 2 r.1 1RR ANn rUTTER LANDING DETECTABLE WARNING SURFACE (DWS) SEE NOTE 3 F ALL •• .,,,,,,,,,�,,,,, APPLICATIONS LANDING, CUT -THROUGH OR WALKWAY DETECTABLE WARNING SURFACE DETAIL WALKWAY DETECTABLE WARNING BACK OF CURB - SURFACE (DWS) SEE NOTE 2 SEE NOTE 3 WIDTH OF CURB RAMP PERPENDICULAR CURB RAMP (SEE NOTE 6) WIDTH OF CURB RAMP, DETECTABLE WARNING LANDING, OR WALKWAY SURFACE (TYP.) DETECTABLE WARNING SEE NOTE 3 SURFACE (DWS) — SEE NOTE 3 CURB RAMP WIDTH OF WALKWAY DETECTABLE WARNING SURFACE (DWS) SEE NOTES 4 & 7 WALKWAY DETECTABLE WARNING SURFACE (DWS) — SEE NOTE 3 PARALLEL CURB RAMP (SEE NOTE 6) ROW - DETECTABLE WARNING SURFACE SCALE: NTS PATH OR WALKWAY PEDESTRIAN RAILROAD CROSSING Q MIN. WIDTH OF CUT - THROUGH (TYP.) NOTES 1. The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp, landing, or other roadway entrance as applicable. Exception: If the Manufacturer of the DWS requires a concrete border around the DWS, a variance of up to 2 inches on each side of the DWS is permitted. 2. The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the two leading corners of the DWS panel placed adjacent to the back of the curb, and with no more than a 2 inch gap between the DWS and the back of the curb measured at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS requires a concrete border around the DWS, a variance of up to 2 inches from the back of the curb is permitted (measured at the leading corners of the DWS panel). 3 The rows of truncated domes shall be aligned to be perpendicular to the grade break at the back of curb. 4 The rows of truncated domes shall be aligned to be parallel to the direction of travel. 5. If curb and gutter are not present, such as a shared -use path connection, the Detectable Warning Surface shall be placed at the pavement edge. 6. See Standard Plans for sidewalk and curb ramp details. 7. If a curb ramp is required, the location of the Detectable Warning Surface must be at the bottom of the ramp and within the required distance from the rail. 8. When the grade break between the curb ramp and the landing is less than or equal to 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the bottom of the curb ramp directly above the grade break. DETECTABLE WARNIN( SURFACE (TYP.) SEE NOTE 3 BACK OF CURB SEE NOTE 2 ISLAND CUT —THROUGH 15AUK Ur UUKb SEE NOTE 2 WIDTH OF CUT -THROUGH (TYP.) MEDIAN CUT —THROUGH •••. UCU WIDTH OF SHARED - USE PATH OWALKWAY (TYP.) T-THROUGH (TYP.) ROUNDABOUT SPLITTER ISLAND DETECTABLE WARNING SURFACE (DWS) SEE NOTES 4 & 5 PLACEMENT GUIDELINES PAVEMENT EDGE ... ....:: �171�J11►� URB 2 0" MIN. SHARED -USE PATH OR WALKWAY DETECTABLE WARNING SURFACE SHOULDER SHEET 1 OF 1 SHEET SHARED —USE PATH CONNECTION 07/15/1 PLAN / SECTION NOTE: SUBGRADE PREPARATION FOR ALL PAVED SURFACES SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS IN SECTION 4.6 "PAVEMENT DESIGN" OF THE PROJECT GEO TECHNICAL ENGINEERING REPORT DATED OCTOBER 30, 2019. 0 M 0 Z r `PC. 18y%i CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKED 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAPF, ARCHITECT RA OSE CER IEICAT N0. 1385 PROJECT NUMBER: P282.04 DRAWN BY: NS REVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: CITY OF EDMONDS ROW DETAILS PAVING AND SURFACES L8 1�7rUB 5 2021 CITY OF EDMONDS DEPARTMENT FENCE POST 1 /4" RADIUS, TYP. 171 z z z � Q0 Q 0:� I L LiJ w I cn v L,_j > z c� CAST -IN -PLACE CONCRETE RETAINING WALL TRENCH DRAIN WHERE INDICATED ON PLANS, SEE SPECS SEE CIVIL FOR STORM CONNECTION 2 SPORT COURT SURFACING, L812 SEE PLAN FOR LOCATION CONCRETE TRENCH DRAIN • D SURROUND I „ ° #4 BAR @ 12" O.C. EACH WAY p a GROUT #4 BAR @ 12" O.C., CONT., TYP. o �o O•�•°o.. o° o olll _ #5 BAR @ 12 O.C., TYP. - o 0 0 111 III _ —III=III-III-1 —III=11 —_=III-III=III- =III=III=III=III=III- z� °-lII-1II-1II-1II- _ =1II ap El I ° III —III —III— ___III —III— //\ I I I-1 I I-1 I I-1 I I-1 I I-1 11=1 11= _I I I-1 I I-1 I I-1 I I_I I I-1 I 1=1 I Li='I M L0 TF- _ 7M u° t. RETAINING WALL SCALE: 1" = 1'-0" NOTE: NOTCH FOOTING AT CATCH BASIN. SEE CIVIL FOR LOCATION. CAST -IN -PLACE CONCRETE RETAINING WALL CD Z r) a ry w w cn I cn W_ ry > 0 z 4'-6" 5'-0" TYPE 1 1 RETAINING WALL - TYPE 2 COMPACTED SUBGRADE #5 BAR @ 12" O.C. (5) #4 BAR, CONT., TOP AND BOTTOM cy- U � COMPACTED AGGREGATE BASE COMPACTED SUBGRADE SECTION 1 /4" RADIUS, TYP. 7 DECOMPOSED GRANITE ON L812 GRADE - PEDESTRIAN ADJACENT PAVING, SEE PLAN #4 BAR @ 12" O.C., CONT., TYP. #4 BAR @ 12" O.C. EACH WAY #5 BAR @ 12" O.C. COMPACTED SUBGRADE #5 BAR @ 12" O.C. (5) #4 BAR, CONT., II. TOP AND BOTTOM COMPACTED AGGREGATE BASE �I — COMPACTED SUBGRADE CD z X C:) <CD �w w c Q 4" TYP. 6" CONCRETE CURB - TYPE 3 SCALE: 1 " = 1'-0" FINISH GRADE: 1" BELOW CURB @ LAWN, 2" @ PLANTING AREA 1 /4" RADIUS @ ALL EXPOSED EDGES (2) #4 REBAR CONT. W/#3 TIES @ 36" O.C. ADJACENT SURFACE VARIES, SEE PLAN COMPACTED AGGREGATE BASE COMPACTED SUBGRADE CD CD w w cn ,° =1 I I=1 I I I I S _ ^ I -I I I-1 11-1 11-1 I I _0000 Qo _I 11-1 I I I I I-1 I I -I D° ° _ -III-III-III-III • D I I - I_ III -III III -III -I ° 11-_ -__ -__ 1 I El 11 I 1 NTEGRAL CURB AT FIELD HOUSE SCALE: 1 " = 1 '-0" SECTION 1 /4" RADIUS 1 CONCRETE PAVING - �10PEDESTRIAN #4 REBAR @ 12" O.C. BOTH WAYS #4 REBAR @ 12" O.C. (6) #4 REBAR @ 12" O.C. COMPACTED AGGREGATE BASE COMPACTED SUBGRADE STEP SYMBOL \� ON PLAN LOW SIDE TO MATCH FOOTING OF STEP BOT REINF /\\�\\�\\�\\�\\�\ / •. 01 0 U Ili/% r • . '• t •e07. •p' LL H Lb. TYP. MIN. 0.5 H FTC. THICK MIN. RETAINING WALL - STEPPED FOOTING J SCALE: 1 " = 1'-0" SECTION SCALE: 3/4„ - 1,-0„ / NO PIPES SHALL PASS ADJACENT PAVING, SEE PLAN z ' �..'• I_I I I -III �I I IICAST-IN-PLACE THROUGH FOOTING OPTIONAL CONSTRUCTION c;, ;' ...... '; I_= = =III- - s CONCRETE ... . ' �• III III III_ _ ;. .: ..D ; . •'D .•. '•y''•• •r� '�, •.I-1IEIIE __-__ RETAINING WALL JOINT III III: • ..... � c _—_—III—I " < ; 4:.: ' : s' ' ° o • ``' REINFORCED °'''" •. r., •� ;:.p,• .. ..p;:: ;•. .p: ,_ LJ l I=III=III=III >': •:� :.p� ....D:;: ;•.. •D: .. b° -'I — CONCRETE FOOTING ' � ' '.' .. '.�' D ' I —III —III —I I : •' '' .. ,. • ::.'.�:R'•:: 4by ..D. :ro , g • II= _ , t 4. b'. e. a:• r• _ o. III III R' .. , � . •.. .... � �.. . `, : � ' g• � � —III—III—I I •'s� � �" . ..p''• .. '. ... ....... .,. .. `, . • I � I- .. D. •. r..p: 't • �'. i .: p. •: -__—_— — SEE GU-430 ON L824 z x _ z I II D. , 6 .p e• I I=I I I=I o�o ' , O I=Ill =I I I CD -I Ell I I —I I I —I B I IE] I I—I1=1 I I • ': _III o =III �I I I • P ', 6 • _ :' =111� IIII-III=II I-III=III. �o —III—III �O O O O O •O O Z IIIIIIIIIII O�O5O<O�O�O�O�O�O�O�O�O�O� 0 11= III —I I -1 I I=1 T I- -III -I _ IE COMPACTED AGGREGATE 9 "MIN ._ -"� III-'' I-1 I I- _- METAL SLEEVE, -"' _' =1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 11=1 11=1 11=1 11=1 11=1 11=1 =1 I i=11 BASE TYP. 2 COMPACTED SUBGRADE ELEVATION SEE GU-430 ON L824 SECTION UTILITY LINE PASSING UNDER WALL SCALE: 3/4" = 1'-0" SECTION SECTION NOTE: CONTRACTOR TO VERIFY DEPTH OF PIPE PER CIVIL DRAWINGS If�il� N Ln 1 FENCE POST L830 - SPORT COURT - CONCRETE PAVING BAND -ADJACENT SURFACE VARIES, SEE PLAN - FLUSH WHEN ADJACENT TO PAVING COMPACTED AGGREGATE BASE FENCE POST FOOTING (BEYOND) COMPACTED SUBGRADE 4„ 4„ FLUSH CURB AT SPORT COURT SCALE: 1" = 1'-0" SECTION 4 POUR -IN -PLACE SAFETY 411 L813 SURFACE PLANTING AREA ° CONCRETE CURB Oo0o0o0 .•' �.,`: \\�\\\\\ (2) #4 REBAR, CONT. #3 TIES AT 24" O.C. COMPACTED AGGREGATE BASE I II I II II I II n� =1 I III COMPACTED SUBGRADE 111=111=111 III l I M I 1 17—*q I I 11 EQ EQ FLUSH CURB AT SAFETY SURFACING SCALE: 1" = 1'-0" NOTE: SEE PLAN OF ASPHA U f.11 nA" C`rr flrlln M1 Anir, CONCRETE CURB - TYPE 1 J l SCALE: 1" = 1'-0" CONCRETE CURB - TYPE 2 SECTION 1 /4"RAD., TYP. CONCRETE CURB #3 TIES AT 36" O.C. ASPHALT PAVING - VEHICULAR EXISTING ASPHALT SAWCUT ASPHALT PAVING PATCH (2) #4 REBAR, CONTINUOUS 1 /4"RAD., TYP. CONCRETE CURB ADJACENT SURFACE VARIES, SEE PLAN #3 TIES AT 36" O.C. (2) #4 REBAR, CONTINUOUS SECTION SECTION NOTE: RETAINING WALL SUBGRADE PREPARATION SHALL EXCAVATE SOILS TO ELEVATION BELOW PEATY MATERIAL AND PROVIDE LEAN CONCRETE MIX OR STRUCTURAL FILL AS OUTLINED IN THE PROJECT GEO TECHNICAL ENGINEERING REPORT DATED OCTOBER 30, 2019. <�7c 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKED 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAPE,ARC CT RA 0SE CER IFICAT N0. 1385 PROJECT NUMBER: L L P3^8^.04 DRAWN BY: REVIEWED BY: JB AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: SITE DETAILS L8 UB ZOs52021 CITY OF EDMONDS DEPARTMENT ISOLATION JOINT WITH DOWEL AT 12" O.C., GREASE ADJACE #4 REBAR C BOTH COMPACTED COMPACTED PROVIDE THICKENED EDGE AT INTERMEDIATE POST CONCRETE STAIRS - NORTH PLAZA SCALE: 3/4" = 1 ' -O" SEE RAIL END ENLARGEMENT n CD 5/8" X 1-1/2" STAINLESS STEEL FLAT BAR TYP. 0 i 1'-0", TYP. v o. INTERMEDIATE POST v o EQ., EQ., ° TYP. TYP. 0 0 0 0 0 0 0 0 0 _III —III —III —III —III —III —III ° ° ° ° ° ° o ° ° ° ° - I I=_1 I 1=1 I I —I I I —I I I —I I I —I I I�� =1II—III=III �� 0 0 0 0 0 0 0 0 0 — II —III —I =1 I I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 11= NOTES: I I I —I I I —I I I —I I I —I I I —I I I —I I I —I I1=1I1=1IMIMIMIMII-1 1. SUBMIT RAILING SHOP DRAWINGS FOR APPROVAL BY _ _ _ _ _ _ III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I OWNER'S REPRESENTATIVE. III=III=III=III=III=III=1 �� 2. CONTINUOUS SEAM -WELD ALL JOINTS. GRIND WELDS III=III=III=III=III=III = _ SMOOTH. EASE ALL EDGES. III=III=III=III=III=III—IIIER: 3. PROVIDE WEEP HOLE AT LOW POINT IN UNDERSIDE OF RAIL. — 1=111111111111111111111111111111I 1-1/2" WELDED CONNECTION. GRIND SMOOTH ELEVATION SECTION RAIL END ELARGEMENT (NTS) HANDRAIL SCALE: 3/4" = 1 ' -0" GRIND BAR TO BE FLUSH WITH RAIL O.D. TUBE RAIL FLAT BAR - EASE EDGES RAIL BEYOND BETE STAIR G PION JOINT BETE PAVING - ;TRIAN SECTION SPACE POSTS MAX. 5'-0", TYP. CONTOUR -CUT TOP OF FLAT BAR ON INTERMEDIATE POSTS- GRIND EDGES FLUSH W/ RAIL, TYP. 1-1/2" O.D. STAINLESS STEEL TUBE SECONDARY 1-1/2" O.D. STAINLESS STEEL TUBE, SEE PLAN FOR LOCATION 1 TREAD WIDTH, TY 0 ° ®o 4SO ° o 77�775 ° o I' TYP. ' PROVIDE 1 /8" 0 WEEP HOLE AT LOW POINT 1 1 PLAZA SEAT TERRACE 28 BEYOND, SEE PLANS CONCRETE STAIRS 1 CONCRETE PAVING - L810 PEDESTRIAN 3 RAILING MOUNT 822 SECTION 5" CONCRETE STAIRS - 2 NORTH PLAZA - CONCRETE STAIRS - NORTH PLAZA SCALE: 1 /4" = 1'-O" CRY RAIL HANDRAIL JOINT AT WALL, TYP. PLAZA SEAT TERRACE .JL\JI LL/ U\J1 1\/IVI \-/I JI/-l11\1 SEE GRADING FOR BOTTOM RISER HEIGHTS CONCRETE STAIRS - NORTH PLAZA SCALE: 3/4" = 1'-O" NOTES: 1. REMOVE TOOL MARKS. 2. 1 /2" RADIUS, TYPICAL ON ALL EXPOSED EDGES OF STAIR TREADS STAIR NOSING SCALE: 3" = 1'-O" 1 /2" RADIUS @ NOSING RISER TREAD 1 " 2 1 /2„ FLUSH, TYP. _Lr�" CN J 2" #3 REBAR CONT. 1/4t' ♦ CONCRETE ♦ X��'c 1 /2" ♦ o�� o 0 o C ♦ ♦ PLAN ELEVATION SECTION 7171 0 m O z r <�7C. 18yv CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAPF, AR�CT RA OSE CER IFICAT N0. 1385 PROJECT NUMBER: P3^8^.04 DRAWN BY: �REVIEWEDBY: L L JB AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: SITE DETAILS L8 SUB Zal, 2021 CITY OF EDMONDS DEPARTMENT ISOLATION JOINT WITH #4 SMOOTH DOWEL AT 12" O.C., GREASE ONE END ADJACENT PAVING #4 REBAR @ 12" O.C., BOTH WAYS COMPACTED AGGREGATE BASE COMPACTED SUBGRADE PROVIDE THICKENED EDGE CONDITION AT INTERMEDIATE POST LOCATIONS CONCRETE STAIRS - SOUTH PLAZA 3/4" = 1 ' — 0" ISOLATION JOINT WITH #4 SMOOTH DOWEL AT 12" O.C., GREASE ONE END EXISTING PAVING TO REMAIN MINIMIZE DISTURBANCE BELOW EXISTING PAVING TO REMAIN #4 REBAR @ 12" O.C., BOTH WAYS COMPACTED AGGREGATE BASE COMPACTED SUBGRADE PROVIDE THICKENED EDGE CONDITION AT INTERMEDIATE POST LOCATIONS CONCRETE STAIRS 3/41) = 1'-011 STEP LIGHT AT TOP AND BOTTOM RISER, SEE PLAN 3 CONCRETE SEAT L828 TERRACE BEYOND CIP CONCRETE STAIRS #3 REBAR AT NOSING 12" CHEEK WALL SCALE: 1 " = 1 ' —0" CIP CONCRETE STAIRS #3 REBAR AT NOSING HANDRAIL BEYOND CONCRETE STAIR NOSING ISOLATION JOINT CONCRETE PAVING — PEDESTRIAN SECTION —TOP OF STAIRS BEYOND STAIR BEYOND .,,— 1 /4" RADIUS @ ALL EXPOSED HOR. & VERT. EDGES, TYP. FINISH GRADE, SEE GRADING PLAN STAI R BOTTOM OF STAIR (8) #4 CONT. #4 TIES @ 12" O.C. COLD JOINT �— #4 REBAR @ 18" (8) #4 CONT. COMPACTED AGGREGATE BASE COMPACTED SUBGRADE SECTION METAL HANDRAIL BEYOND CONCRETE STAIR NOSING ISOLATION JOINT CONCRETE PAVING PEDESTRIAN CONCRETE CHEEKWALL BEYOND, SEE PLANS FOR LOCATION SECTION CONCRETE CONCRETE STAIRS - SOUTH PLAZA SCALE: 1 /411 = 1 ' —011 HANDRAIL, TYP. *STEP LIGHT AT TOI BOTTOM RISER, SEE CONCRETE STAIRS — SOUTH PLAZA CONCRETE SEAT TERRACE *NOTE: STEP LIGHT SHO.... ... BOTTOM THIS DRAWING DUE TO SLOPED CONDITION AT BOTTOM OF STAIR. STEP LIGHT TO BE AT BOTTOM RISER FOR ALL OTHER STAIR LOCATIONS. EQ EQ CONCRETE STAIRS - SOUTH PLAZA 3/4" = 1'-0" POST 5" NOTE: SLOPE CONCRETE PAVING TO DRAIN AWAY FROM POSTS 2" CLR, TYP. I co �� DI . D.• � .,I M11 J �• .X _ 1I -III-1 II 1.1-III 10" SECTION 5/8" X 1-1/2" S.S. FLAT BAR POST 1 CONCRETE PAVING L810 CORE DRILL 2-1/2" 0 OPENING AT POST, TYP. GROUT POST IN PLACE PROVIDE 2 (1 /2") HOLES IN FLAT BAR POST, TYP. FACE OF WALL CONCRETE FOOTING #3 REBAR TIES @ 36" O.C. (4) #4 REBAR, CONT. COMPACTED AGGREGATE BASE HANDRAIL AT VERTICAL ELEMENT SCALE: 1 1 /2" = 1 ' —0" FACE OF WALL HANDRAIL POST SECTION .JLVI LV k UIVVI I IVIN MI UV I I VIVI VI STAIR, SEE GRADING FOR BOTTOM RISER HEIGHTS POST NOTE: SLOPE CONCRETE PAVING TO DRAIN AWAY FROM POSTS 2" CLR, TYP. o oLID D •.e D - -11 IF I I -_ ° � � • I I I_I I I_ I I 1-11 EQ. 1. EQ. 1'-0" RAILING MOUNT SCALE: 1 1 /2" = 1 ' —0" HANDRAIL JOINT AT WALL, TYP. CONCRETE SEAT TERRACE PLAN ELEVATION 5/8" X 1-1/2" S.S. FLAT BAR POST 8110 CONCRETE PAVING CORE DRILL 2-1 /2" o OPENING AT POST, TYP. GROUT POST IN PLACE PROVIDE 2 (1 /2") HOLES IN FLAT BAR POST, TYP. CONCRETE FOOTING #3 REBAR TIES @ 36" O.C. (4) #4 REBAR, CONT. COMPACTED AGGREGATE BASE COMPACTED SUBGRADE SECTION • 1 O m 0 z r <�7c. 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKED 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAPF, ARCHITECT RA OSE CER IFICAT N0. 1385 PROJECT NUMBER: P3^8^.04 DRAWN BY: REVIEWED BY: L L JB AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: SITE DETAILS UB L822s52021 CITY OF EDMONDS DEPARTMENT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1I I_1 1 1 I I I=1 I I=1 1 I I I=1 1 1=1 11=1 I I I =1 0 STAIR, BEYOND 1 SCRAMBLE WALL 826 INTEGRAL CURB, BEYOND COLD JOINT AT WALL, TYP. REINFORCED INTEGRAL CONCRETE CURB, FOOTING AND REINFORCING SIM TO 9/L820 II Ell II — o o° P a IIII � 4 POUR IN PLACE L8 3 SAFETY SURFACING CD ii. v_ ° III —III —III —III —III —III —III —III —III —III —III III —I 1 1—� i �—� i �— SEE PLANS CONCRETE STAIRS — SCRAMBLE WALL: ADD ALTERNATE #3 SCALE: 3/4" = V-0" SECTION SCRAMBLE WALL BEY ISOLATION JOINT WITH #4 SMOOTH 12" O.C., GREASE ADJACE FINISI #4 REBAR C E COMPACTED COMPACTED PROVIDE THICKENED EDGE AT INTERMEDIATE POST CONCRETE STAIRS HANDRAIL SCRAMBLE WALL CONCRETE STAIRS - SCRAMBLE WALL JG GUARDRAIL - SCRAMBLE WALL JOINT AT WALL, TYP. LIGHT AT TOP AND M RISER, TYP. RUN. SEE PLAN ;AL CURB SCRAMBLE WALL: ADD ALTERNATE #3 SCALE: 3/4" = V-0" ELEVATION CONCRETE STAIRS — SCRAMBLE WALL: ADD ALTERNATE #3 SCALE: 3/4" = V-0" GUAF CONI` - SC WALL CON( STAI SCR CONCRETE STAIRS — SCRAMBLE WALL: ADD ALTERNATE #3 SCALE: 1 /4" = 1 ' —0" PLAN GUARDRAIL — SCRAMBLE WALL BEYOND CONCRETE STAIR NOSING ION JOINT WITH #4 -H DOWEL AT 12" O.C., E ONE END CONCRETE PAVING - PEDESTRIAN SECTION O m O z r <�7c. 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKED 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAP,F. ARCHITECT RA OSE CER IFICAT N0. 1385 PROJECT NUMBER: P3^8^.04 DRAWN BY: �REVIEWEDBY: L L JB AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: SITE DETAILS UB L82,Bs52021 CITY OF EDMONDS DEPARTMENT 1'-0" Tv n SEE RAIL END ENLAR REFER TO SCRAMBLE WALL BE1 FINISHED GRAI REVIEW AND APPROVAL PRIOR TO FABRICATING RAILING GUARDRAIL - SCRAMBLE WALL STAIRS: ADD ALTERNATE #3 SCALE: 3/4" = 1 ' -0" MAXIMUM DISTANCE BETWEEN SPACERS SHALL BE 10 FEET ON CENTER SEAL BOTH ENDS OF CASING WITH A MANUFACTURED RUBBER SEALING DEVICE PLACE END SPACER MAXIMUM OF 12" FROM END OF CASING (TYP) ONE SPACER SHALL BE PLACED ON THE SPIGOT END OF EACH SEGMENT AT THE LINE MARKING THE LIMIT OF INSERTION INTO THE BELL. WHEN THE JOINT IS COMPLETE, THE SPACER SHALL BE IN CONTACT WITH THE BELL OF THE JOINT SO THAT THE SPACER PUSHES THE JOINT AND RELIEVES COMPRESSION WITHIN THE JOINT. STEEL PIPE CASING (MILL PIPE) OR DUCTILE IRON USE 2 STAINLESS STEEL HOSE CLAMPS TO SECURE RUBBER SEAL (1 ON CARRIER PIPE AND 1 ON CASING PIPE) CARRIER PIPE (DUCTILE IRON) CASING SPACERS (SEE APPROVED MATERIALS LIST CARRIER PIPE DIAMETER 4" 6" 8" 10" 12" CASING DIAMETER (PUSH -ON JOINT CARRIER PIPE) 10" 12" 14" 16" 20" CASING DIAMETER (MJ/MEGALUG JOINT CARRIER PIPE) 14" 16" 18" 20" 22" • STEEL CASING THICKNESS 0.25" 0.25" 0.25" 0.25" 0.25" SPACER BAND WIDTH 8" 8" 8" 8" 8" 24" FOR DUCTILE IRON CASING. NOTES: 1. CASING SPACERS SHALL BE "CENTER POSITIONING" TYPE. 2. MINIMUM RUNNER WIDTH SHALL BE 2 INCHES. 3. RUNNER HEIGHT SHALL BE SIZED TO PROVIDE: A. MINIMUM 0.75" BETWEEN CARRIER PIPE BELL AND CASING PIPE WALL AT ALL TIMES. B. MINIMUM 1" CLEARANCE BETWEEN RUNNERS AND TOP OF CASING WALL TO PREVENT JAMMING DURING INSTALLATION. 4. STEEL CASING DIAMETERS ARE "OUTSIDE DIAMETER" FOR 16" AND LARGER. 5. SPACER BAND WIDTH SHALL BE 12" FOR CARRIER PIPES THAT ARE 36" DIAMETER OR GREATER. 6. FOR STEEL CASING, PROVIDE SHOP -APPLIED ANTI -CORROSIVE COATING ON CASING EXTERIOR CONFORMING TO AWWA C210. MINIMUM COATING THICKNESS 16 MILS DFT (DO NOT EXCEED MANUFACTURER'S MAXIMUM THICKNESS). PRODUCT SHALL BE EQUAL TO TNEMEC HI -BUILD TNEME-TAR SERIES 46H-413. `St. 18yv CITY OF EDMONDS PUBLIC WORKS DEPARTMENT REVISION DATE JANUARY 2018 CASING INSTALLATION STANDARD DETAIL APPROVED BY: R. ENGLISH G U- 4 3 0 1 TREAD WIDTH GUARD RAIL "' O.D. STAINLESS TUBE "' O.D. STAINLESS TUBE )E 1 /8" 0 WEEP HOLE AT LOW POINT HORIZONTAL STEEL ROD, WELDED RTICAL POSTS, TYP. X 1-1/2" STAINLESS FLAT BAR TYP. CONCRETE STAIRS - SCRAMBLE WALL )RCED INTEGRAL CONCRETE CURB, IG AND REINFORCING SIM TO 9/1_820 /S200. SEE 1 /L306 FOR LOCATION. CONCRETE PAVING - PEDESTRIAN RAILING MOUNT SECTION 1-112" O.D. STAINLESS STEEL TUBE 1-112" O.D. STAINLESS STEEL TUBE, WELDED TO S.S. ROD 3/4" S.S. ROD, WELDED TO VERTICAL POSTS, TYP. 3/4" HORIZONTAL S.S. ROD, WELDED TO VERTICAL POSTS, TYP. 1-1/2" X 3/4" S.S. FLAT BAR, VERT. POST, TYP. CONCRETE STAIRS CORE DRILL 2-1 /2" 0 OPENING AT POST, TYP. GROUT POST IN PLACE PROVIDE 2 (1/2") HOLES IN FLAT BAR POST, TYP. SCRAMBLE WALL STAIRS: ADD ALT 3 SCALE: 1 1 /2" = 1 ' -0" SECTION <�7c. 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAP AR�CT RA OSE CER IFICAT N0. 1385 PROJECT NUMBER: P3^8^.04 DRAWN BY: �REVIEWEDBY: L L JB AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: SITE DETAILS SUB "Ma 2021 CITY OF EDMONDS DEPARTMENT a � z 0 oQ -,ry 00CD w Li GUARDRAIL CONNECTION - SCRAMBLE WALL STAIR 30'-0" f`/I rlA l/rll r- III AI I a l rl l T l/l a l A J 1n11\J, JLL \_71 mL-1II VV I Lr-\14 SCRAMBLE WALL: ADD ALTERNATE #3 SCALE: 1/4" = 1'-O" Q NOTES: 1. SUBMIT RAILING SHOP DRAWINGS FOR APPROVAL BY OWNER'S REPRESENTATIVE. 2. CONTINUOUS SEAM -WELD ALL JOINTS. GRIND WELDS SMOOTH. EASE ALL EDGES. 3. PROVIDE WEEP HOLE AT LOW POINT IN UNDERSIDE OF RAIL. 30'-0" f"/IMAlAril r- III AI I a lrll-rl/-\aI m I (l l 111 ULI 1114 / VV/-\LL \JVIIN I Zn' n" C`nnAAAnI r I A I A I I nnA In ITInAI n SCRAMBLE WALL - GUARDRAIL C" E(1 TVD C(1 TVD C(1 TVD W_0" 0 (' OD�_NIINIr TVD GUARDRAIL - SCRAMBLE WALL: ADD ALTERNATE #3 SCALE: 1 " = 1 '-O" GUARDRAIL - SCRAMBLE WALL GUARDRAIL - EDGE OF STAIR, BEYOND r LAIN 5 3/8" 3 1 /2" MAX. 3/4" VERTICAL S.S. ROD END MEMBER. CENTERED ON WALL AND WELDED TO HORIZONTAL RODS, TYP. 3/4" HORIZONTAL S.S. ROD, WELDED TO VERTICAL POSTS, TYP. Qo i 1 /2" WALL JOINT, SEE STRUCTURAL 3/4" VERTICAL S.S. ROD END MEMBER. CENTERED ON WALL AND CD WELDED TO HORIZONTAL RODS, TYP. 3/4" HORIZONTAL S.S. ROD, _ WELDED TO VERTICAL POSTS, TYP. 1 /2" WALL JOINT, SEE STRUCTURAL I I _ q ENLARGEMENT I I - 1-1 /2" X 3/4" S.S. FLAT BAR, VERT. POST, CENTERED x ON WALL, TYP. oLiJ Nt Q .oDD . 6 s e •• 4 D ° DI x 0 4 SCRAMBLE I WALL - L END WALL SLOPED CONCRETE RETAINING SCRAMBLE WALL 3/4" HORIZONTAL S.S. ROD, WELDED TO VERTICAL POSTS, TYP. SCRAMBLE WALL CORE DRILL 2-1 /2"0 OPENING AT POST, TYP. GROUT POST IN PLACE PROVIDE 2 (1/2") HOLES IN FLAT BAR POST, TYP. ELEVATION 1-1/2" X 3/4" S.S. FLAT BAR, VERT. END POST 3/4" HORIZONTAL S.S. ROD, WELDED TO VERTICAL POSTS, TYP. SCRAMBLE WALL ENLARGEMENT ELEVATION 1 " RADIUS AT TOP OF VERTICAL POST, TYP. 3/4" HORIZONTAL S.S. ROD, WELDED TO VERTICAL POSTS, TYP. C. 1 gyv CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAPF. ARCT RA OSE CER IFICAT NO. 1385 PROJECT NUMBER: P3282.04 DRAWN BY: REVIEWED BY: L L JB AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: SITE DETAILS GUARDRAIL CONNECTION - SCRAMBLE WALL STAIR: ADD ALT #3 SCALE: 3/4" = 1 ' -O" SECTION / ELEVATION GUARDRAIL - AT SCRAMBLE WALL JOINT: ADD ALT #3 SCALE: 1 1/2" = 1'-O" PLAN / ELEVATION GUARDRAIL - SCRAMBLE WALL: ADD ALT #3 SCALE: 1 1/2" = 1'-0" SECTION L 8 UB 5 2021 CITY OF EDMONDS DEPARTMENT f, f nff nI 1 n» SCRAMBLE WALL — 4 2 GUARDRAIL — END WALL CONDITION — L825 SCRAMBLE WALL 2 GUARDRAIL — _ .. _ L825 SCRAMBLE WALL 1 CONCRETE PAVING 6'-0" 10" L810 — PEDESTRIAN REINFORCED CONCRETE, SEE STRUCTURAL FOR FOOTING co 51l � AND REINFORCING CLIMBING HOLD FILL PER CIVIL Cz PERF. PIPE PER CIVIL G °D° Q " DRAIN ROCK PER CIVIL 1 C)i ROUGHENED SURFACE L825 4 SCRAMBLE WALL — END CONDITION 00, COMPACTED AGGREGATE BASE /� j� � j� j� j� . � � ° � • � � COMPACTED SUBGRADE ° ° 's• /�/�/�/�/�/�/�/�� Ro,b a CONCRETE PAVING- 1 \ PEDESTRIAN L810 POUR IN PLACE 4 SAFETY —SURFACE L813 7' — 0" FALL ZONE, MIN.— O Oo0 Oo0o0o000000 0 0 0 0 0 11 —I I —I I —I I —I I —� ° ° ° a ° °° °D —� 111-111-111-111-111-111-111-111=111—_� =1 I M I M I M I M I ° °o ° 11=111-111-111-111-111-111-111-111-1 I M I I-111_ II 111—I 11—I 11—I 11-111—II—III—III—III—III—III—III—I I I 1 1 1 =1 1 —III — III — III — I "• .:D.. ° D °.D.' : D.a.' .' ° °. 1-1 1-1 1-1 1-1 — — II—III—IllO0000000000 0 0000 IIMI1-111—III—I —III—I o0000000000 000o III — III —III I I —I_ 1 I—_ I I I—_ I I I—_ 111 I I I—_ I I I —I 11; III —III 1 I I —I I — I 1=1 11=1 11=1 —-——4j�=; — SCRAMBLE WALL - CONDITION C: ADD ALTERNATE #3 SCALE: 3/4" = 1 ' —0" SCRAMBLE WALL SCALE: 3/4" = 1 ' —0" NOTES: 1. DO NOT CORE DRILL INTO WALL TO INSTALL CLIMBING HOLD. 2. DO NOT DAMAGE WALL REINF. WHEN INSTALLING CLIMBING HOLD. 3. COORDINATE WALL REINF. LOCATION WITH CLIMBING HOLD PRIOR TO POURING CONCRETE. 2 GUARDRAIL — �25 SCRAMBLE WALL 3 SCRAMBLE WALL — 826 CONDITION C CLIMBING HOLD PATH, BEYOND SLOPING CONCRETE RETAINING WALL, BEYOND 10" 1 CONCRETE PAVING — �� L810 PEDESTRIAN, BEYOND 4 POUR IN PLACE �13 SAFETY SURFACE CD 0 - REINFORCED CONCRETE, \� ' FOOTING AND REINFORCING i _I I=III =II SIM TO 9/1_820 o w o} ; ; FILL PER CIVIL CD I I _-III-I 1I- I=III=III _ COMPACTED AGGREGATE BASE ° ,• =I I E I =III=I I COMPACTED SUBGRADE END WALL CONDITION: ADD ALTERNATE #3 SECTION SECTION SCRAMBLE WALL - CONDITION A: ADD ALTERNATE #3 SCALE: 3/4" = 1'-0" A-(Y . n1I2' SCRAMBLE WALL - CONDITION B: ADD ALTERNATE #3 SCALE: 3/4" = 1'-0" CONCRETE PAVING — PEDESTRIAN REINFORCED CONCRETE, SEE STRUCTURAL FOR FOOTING AND REINFORCING CLIMBING HOLD FILL PER CIVIL PERF. PIPE PER CIVIL DRAIN ROCK PER CIVIL ROUGHENED SURFACE COMPACTED AGGREGATE BASE 11IQIVA =I0x11&V1.1 91a GUARDRAIL — SCRAMBLE WALL CONCRETE PAVING — PEDESTRIAN REINFORCED CONCRETE, SEE STRUCTURAL FOR FOOTING AND REINFORCING CLIMBING HOLD FILL PER CIVIL PERF. PIPE PER CIVIL DRAIN ROCK PER CIVIL ROUGHENED SURFACE COMPACTED AGGREGATE BASE COMPACTED SUBGRADE SECTION SECTION 0 m 0 z r <4ilc. 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAP,F. ARCT RA OSE CER IFICAT N0. 1385 PROJECT NUMBER: P3^8^.04 DRAWN BY: �REVIEWEDBY: L L JB AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: SITE DETAILS L8UB 052021 CITY OF EDMONDS DEPARTMENT 0 i i� 0 0 (t)- - -k- I 10' 0" GUARDRAIL — SCRAMBLE WALL TOP OF WALL °. .. 1 SCRAMBLE WALL — e. .D._ L826 CONDITION A CLIMBING HOLD TYPE C, TYP. PATH, BEHIND o — — CLIMBING HOLD TYPE B, TYP. o SCRAMBLE WALL - CLIMBING HOLD LAYOUT ENLARGEMENT: ADD ALTERNATE #3 SCALE: 1" = 1'-0" e e eV •' ° D.: 3" MINIMUM EMBED DEPTH D e D e $" DIA. EXPANSION OR DA Po SLEEVE BOLT W/ TAMPER D .• PROOF HEAD — 3000 LB ` SHEAR STRENGTH MINIMUM a . SCRAMBLE WALL - CLIMBING HOLD: ADD ALTERNATE #3 SCALE: 3" = 1 ' — 0" CLIMBING HOLD TYPE A, TYP. BOTTOM OF WALL ELEVATION SECTION SCRAMBLE WALL - CONDITION TRANSITION: ADD ALTERNATE #3 SCALE: 3/4" = 1'-0" SCRAMBLE WALL - CONDITION TRANSITION: ADD ALTERNATE #3 SCALE: 3/4" = 1 ' — 0" IG HOLDS SCRAMBLE WALL — CONDITION B BEYOND SECTION / ELEVATION GUARDRAIL — SCRAMBLE WALL SCRAMBLE WALL — CONDITION B SCRAMBLE WALL — CONDITION C BEYOND CLIMBING HOLDS SECTION / ELEVATION 1 TO /Tv V m 0 z r <�7c. 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKED 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA WASHINGTON REGISTERED LANDSCAPZ ARCHITECT RA OSE CER IFICAT NO. 1385 PROJECT NUMBER: P3^8^ .04 DRAWN BY: IREVIEWEDBY: L L JB AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: SITE DETAILS L8 SUB Z7r 5 2021 CITY OF EDMONDS DEPARTMENT 2" X 1/2" CAST IN CONCRETE REVEAL CONCRETE SEAT TERRACE 2" X 1 /2" CAST IN CONCRETE REVEAL 2" X 1 /2" CAST IN CONCRETE REVEAL SCORE JOINT IN PAVING, ALIGN WITH CONCRETE SEAT TERRACE JOINT, SEE PLAN PLAT 2" X 1 /2" CAST IN CONCRETE REVEAL CONCRETE SEAT TERRACE EXTEND AND TERMINATE JOINT TO REVEAL ON LOWER TERRACE SAWCUT JOINT, SEE PLAN ALIGN PAVING SCORE JOINTS WITH TERRACE SAWCUT JOINT, SEE PLAN ELEVATION CONCRETE SEAT TERRACE REVEAL TRENCH DRAIN #4 REBAR @ 24" O.C. A'_n" TVA ADJACENT PAVING ISOLATION JOINT WITH #4 X 12" SMOOTH DOWEL AT 12" O.C., GREASE ONE END #4 REBAR @ 12" O.C., BOTH WAYS COMPACTED AGGREGATE BASE COMPACTED SUBGRADE CONCRETE SEAT TERRACE SCALE: 3/4" = 1'-O" PLAN / ELEVATION I % SCALE: 3/4" = 1'-O" NOTE: RETAINING WALL SUBGRADE PREPARATION SHALL EXCAVATE SOILS TO ELEVATION BELOW PEATY MATERIAL AND PROVIDE LEAN CONCRETE MIX OR STRUCTURAL FILL AS OUTLINED IN THE PROJECT GEO TECHNICAL ENGINEERING REPORT DATED OCTOBER 30, 2019. CONCRETE SEAT TERRACE REVEAL BEYOND, TYP. V-C," TYP TRENCH DRAIN 4'-0" TYP. 4 CONCRETE SEAT TERRACE V ' - REVEAL BEYOND, TYP. #4 REBAR @ 24" O.C. ADJACENT PAVING ISOLATION JOINT WITH #4 X 12" SMOOTH DOWEL AT 12" O.C., GREASE ONE END #4 REBAR @ 12" O.C., BOTH WAYS COMPACTED AGGREGATE BASE COMPACTED SUBGRADE CONCRETE SEAT TERRACE SCALE: 3/4" = 1 ' - O" TRENCH DRAIN A'_n" TVA n' °I I 6 oo�o�o �o LLI I-1I I= _ °° •�° a 1=1 I I I l -1 I M I I=1 I I-1 11=111=111=111 -111-111-111-1 11-I I I-11 I -I 11° �'-F" TYP 1.5% MAX. CD —• TOT, 0 0 0 0 0 II -III- � �• =F u 0-111—I I I —I I I CONCRETE SEAT TERRACE REVEAL BEYOND, TYP. 1 /2" RADIUS, TYP. CIP CONCRETE SEAT TERRACE #4 REBAR @ 12" O.C. (6) #4 REBAR @ 12" O.C. ISOLATION JOINT CONCRETE PAVING - PEDESTRIAN SECTION 1 /2" RADIUS, TYP. CIP CONCRETE SEAT TERRACE (4) #4 REBAR @ 12" O.C. #4 REBAR @ 12" O.C. =1 I 1=1 I 1=1 I 1=1 I 1=1 �J� �10 ISOLATION JOINT 1 1 CONCRETE PAVING - 10 0PEDESTRIAN #4 REBAR @ 24" O.C. 1 /2" RADIUS, TYP. CIP CONCRETE SEAT TERRACE 00 >- 1.5% MAX. 3' - 6 TYP. #4 REBAR @ 12" O.C. 1� ADJACENT PAVING ISOLATION JOINT WITH #4 X 12" SMOOTH DOWEL AT 12" O.C., GREASE ONE END #4 REBAR @ 12" O.C., BOTH WAYS COMPACTED AGGREGATE BASE COMPACTED SUBGRADE CONCRETE SEAT TERRACE SCALE: 3/4" = 1 ' -O" (6) #4 REBAR @ 12" O.C. ISOLATION JOINT CONCRETE PAVING - PEDESTRIAN SECTION SECTION C. 18yv CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAPF. ARCHITECT RA O�SGSEs� CER IFICAT N0. 1385 PROJECT NUMBER: P32 82 .04 DRAWN BY: JB IREVIEWED BY: AI PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: SITE DETAILS L82sUB IVI 52021 CITY OF EDMONDS DEPARTMENT CHAINLINK FENCING NOTES: 1. CONTRACTOR TO SUBMIT CHAIN LINK FENCING AND REINFORCED CONCRETE FOOTING SHOP DRAWINGS AND STRUCTURAL CALCULATIONS FOR APPROVAL BY OWNER'S REPRESENTATIVE. 2. FABRIC SHALL BE 9-GAUGE STEEL WIRE WOVEN IN A 2" MESH COATED BLACK. 3. ALL METAL PARTS TO BE FULLY GALVANIZED AND POWDER COATED BLACK. 4. BEND DOWN AND KNUCKLE TOP BARB SELVAGES OF FABRIC. 5. TERMINAL, CORNER, AND PULL POSTS SHALL BE ROUND PIPE WITH CAPS, FULLY GALVANIZED AND POWDER COATED BLACK. SIZE PER CONTRACTOR'S STRUCTURAL ENGINEER. 6. LINE POSTS AND RAILS SHALL BE ROUND PIPES FULLY GALVANIZED AND POWDER COATED BLACK. CAP ALL POSTS. SIZE PER CONTRACTOR'S STRUCTURAL ENGINEER. 7. FABRIC TO BE ATTACHED TO COURT SIDE OF FENCE POSTS AND RAILS. INSTALL ALL FABRIC WITH POINTS DOWN. THE FINISHED EDGE OF THE FABRIC SHALL BE AT THE TOP OF THE FENCE. O' n" AAA \/ ELEVATION N 6' CHAIN LINK FENCE SCALE: 1 /2" = 1 ' -0" A 1 nil TOP RAIL, TYP. CHAINLINK FABRIC, TYP LJV I I L/IVI I \r lL-, I I I . GATE AT EXISTING MULTI -USE COURT SCALE: 1 /2" = 1 ' -0" SECTION / ELEVATION TOP RAIL, TYP. LATCH MECHANISM TRUSS ROD CHAIN LINK FABRIC STRETCHER BAR FABRIC BAND POST, TYP. BOTTOM RAIL HINGE, TYP. (90 DEC. SWING) BOTTOM RAIL, TYP. FENCE POST FOOTING ELEVATION o' n" AAAV TOP RAIL, TYP. LJ I./ I I L/IVI I Xr lL, I I I. CONCRETE FOOTING ADJACENT TO SPORT COURT. SEE 8/1-820 FOR RETAINING WALL AT OTHER LOCATIONS (6) #4 SPACED EQUALLY #3 HOOPS @ 24" O.C. COMPACTED AGGREGATE BASE TENNIS COURT FENCING SCALE: 1 /2" = 1'-0" 0 i N GATE AT TENNIS COURT SCALE: 1 /2" = 1'-0" SECTION I -L SECTION / ELEVATION TENNIS COURT FENCING ' CLEAR CHAIN GATE WITH 2" GAPS AT ALL ITIONS. N LINK FABRIC H MECHANISM :TCHER BAR -, TYP. IC BAND E, TYP. DEG. SWING) :E POST 'ING ELEVATION 0 m 0 z r <�7c. 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAP,F. ARCHITECT RA O�SGSEs� CER IFICAT N0. 1385 PROJECT NUMBER: P32 82 .04 DRAWN BY: JD REVIEWED BY: AK PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: SITE DETAILS L 8, w4 UB 5 2021 CITY OF EDMONDS DEPARTMENT r4— CD I `n PETANQUE COURT FRAME CONNECTION - TYPE 1 6 PETANQUE COURT FRAME CONNECTION - TYPE 2 r C 3" X 1" RUBBER DISC, TYP. t3) PETANQUE COURT FRAME SCALE: 3/8" = 1'-O" ELEVATION PLAN 50'-0" A 6 PETANQUE COURT FRAME - CONNECTION - TYPE 2 WOOD MEMBER KEYNOTE LEGEND O4X4 X 10'-0" OB 4X4 X 6'-10 1 /2" OC 4X4 X 7'-10 1 /2" 7 PETANQUE COURT FRAME LEG A A____--_— __--_— ____ A CB ---------------------- 4X4 WOOD BEAM, LAP JOINT, TYP. 3/8" X 2-1/2" S.S. HEX HEAD BOLT, COUNTERSUNK, TYP. 3/8" X 2-1/2" S.S. HEX HEAD BOLT, COUNTERSUNK, TYP. 3/8" S.S. HEX NUT, TYP. 4X4 WOOD BEAM, LAP JOINT, TYP. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION PETANQUE COURT FRAME CONNECTION - TYPE 2 SCALE: 3/8" = 1 ' - O" Fn PLAN / ELEVATION ELEVATION _ PLAN (FROM BELOW) PETANQUE COURT FRAME LEG SCALE: 3/8" = 1'-O" PLAN (FROM BELOW) n L c L 11 el SECTION PLAN 3/8" X 2-1/2" S.S. HEX HEAD BOLT, COUNTERSUNK, TYP. 3/8" S.S. HEX NUT, TYP. 4X4 WOOD BEAM, LAP JOINT, TYP. 3/8" X 2-1/2" S.S. HEX HEAD BOLT, COUNTERSUNK, TYP. 4X4 WOOD BEAM, LAP JOINT, TYP. PETANQUE COURT FRAME CONNECTION - TYPE 1 SCALE: 3/8" = 1 ' - O" 1 /4" X 3" S.S. LAG BOLT, COUNTER SUNK, TYP. 3"X 1 " RUBBER DISC WOOD BEAM, SEE PLAN PLAN PLAN / SECTION F"'n OF WOOD BEAM BEYOND, TYP. PETANQUE COURT FRAME CONNECTION - TYPE 2 IF WOOD BEAM, TYP. RUBBER DISC, TYP. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION PLAN / ELEVATION BASKETBALL GOAL POST SCALE: 3/4" = 1'-O" TENNIS POST SLEEVE SCALE: 3/4" = 1'-O" I TENNIS NET TIE DOWN SCALE: 1 " = 1'-0" BASKETBALL POST SPORT COURT SURFACING 1PACTED AGGREGATE BASE (3) #4 HOOPS AT 2" O.C. JCRETE FOOTING #8 EQ. SPACED VERTICAL REBAR HOOPS AT 12" O.C. REBAR, 12"LONG, THROUGH POST �PACTED AGGREGATE BASE IPACTED SUBGRADE TENNIS NET POST TENNIS NET 2 SPORT COURT 812 SURFACING POST SLEEVE CONCRETE FOOTING 5/16" BOLT BASE COURSE COMPACTED SUBGRADE SPORT COURT SURFACING TENNIS NET NET TIE DOWN STRAP PIN CENTER TIE DOWN SLEEVE CONCRETE FOOTING COMPACTED AGGREGATE BASE SECTION SECTION SECTION <�7C. 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKED 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAPF. ARCHITECT O RCATN0 A SE CER IFI. 1385 PROJECT NUMBER: P3282.04 DRAWN BY: JB REVIEWED BY: AK f\ PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: SITE DETAILS L8 :SUB a-a�,-i252021 CITY OF EDMONDS DEPARTMENT TYP. a ° N .:.,.�: 2,-6„ TYP. ' 4""11=1II ,.,1-14� BENCH AT DECOMPOSED GRANITE SCALE: 1 " = 1 ' —0" FINISH GRADE PEA GRAVEL FLUSH C D mD' 0 O O O 01 00 00 00 O0 0�0 7 P. (Do Lp 0 oDo� 2 I��III��I11-loll ��III��IIII��III��I II lI I I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I- =1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 TREE GRATE - ADD ALTERNATE BENCH 1 "SO. SS TUBE SURROUND, 11 GAUGE TYP. 2"DIA. SS THREADED ROD, DRILL AND EPDXY IN CONCRETE, 4" EMBED 7 DECOMPOSED L812 GRANITE ON GRADE PEDESTRIAN 6 4" CONCRETE CURB CONCRETE FOOTING, 8" X 2'-6" PLANTING SOIL COMPACTED AGGREGATE COMPACTED SUBGRADE Q:� u� w z �o Q U Q z '-` LiJ :2E O U LEI L,_ a - SECTION 1 BIKE RACK AT CONCRETE PAVING TREE GRATE — REFER TO SPECIFICATIONS ROOT BARRIER CONCRETE PAVING — CONDITION VARIES; SEE PLAN MANUFACTURER PROVIDED TREE GRATE FRAME — DIRECT EMBED IN ADJACENT CONCRETE PER MANUFACTURER'S PRINTED INSTRUCTIONS BACKFILL SOIL MIX COMPACTED AGGREGATE BASE ;K��:Z.YII:Z NOTE: PROVIDE INTERMEDIATE FRAME SUPPORTS PER MANUFACTURER'S RECOMMENDATIONS 5 SCALE: 1 1 /2" = 1 ' —0" BOLLARD 1 CONCRETE L810 PAVING — .D ° PEDESTRIAN p' 1 /4" X 2" TAB FOR LOCKING DEVICE W/ 5/8" DIA HOLE (LOCK BY OTHERS) D III= 5" OD X 3/16" STEEL —III— TUBE FOR SLEEVE III>' �: ° ° D ° - Z=1,1, CONCRETE FOOTING D D I11� .:' ° ° ..j11= I— (3) #4 HOOPS -H I_I I I IIII-III �: (6) #6 EQUALLY III SPACED VERTICAL Ell II=III LIE I (- REBAR I II I I I-1 I I' COMPACTED AGGREGATE o�� -—I—I �— — COMPACTED 1'-6" SUBGRADE REMOVABLE BOLLARD -0" HOSE BIB ENLARGEMENT CK, 4"X4" SO. TUBE POST, D BLACK DECOMPOSED GRANITE ON GRADE — PEDESTRIAN I -4 HOSE BIB AND POST SECTION HOSE BIB FLANGE SET IN SEALANT HOSE BIB STEEL POST HOSE BIB ENLARGEMENT SCALE: Y=1'-0" SCALE: 1 "=1 ' — 0" 0 I 0 I N 0 ZACK DRILL )ETE 1 /2 . .. ° : R THAN PIPE ; LAWN PDXY BIKE 1'-7" CONCRETE COLLAR IN PLACE ° Deo PEDESTRIAN LIGHT , d D .:. POLE, SEE CONCRETE lit;' ELECTRICAL PAVING :. ; ... LIGHT POLE PEDESTRIAN b ® ° °' _°. MOUNTING �'• n ° c .°: p PLATE GATE BASE °p ° 4 OBLONG SLOTS .:.:. /'�f�J D `w'/ .. a . e D D . ° FOR ANCHOR BOLTS kCTED :.:,L, ° D- :..° . PEDESTRIAN 'ADE D °, ` .' : ° D :: °.' D L810 CONCRETE :EQ. '. D D PLAN VIEW SCALE: 1 2 1/)-1'-0" LIGHT POLE COLLAR @ LAWN C'I IDCA(`C 1AnI INIT 6'-10 1/2" L SIGN & HEADER FONT SECTION TYP. I l—III—IIII —II—III—III—III—III—III—� I I—� I I- �—T� NOTE: OWNER'S REP TO CONFIRM FINAL TEXT. LANDSCAPE ARCHITECT TO PROVIDE FINAL VECTOR BASED GRAPHIC FOR ALL TEXT. PARK SIGN SCALE: 1 1 /2" = 1 ' —0" VINYL LETTERING — ARIAL NARROW BOLD FONT, 5" TALL 11 " ALUMINUM HEADER PANEL, 2" THICK, COLOR 1 5" ALUMINUM PANELS, 2" THICK, COLOR 2, TYP. VINYL LETTERING — ARIAL NARROW BOLD FONT, 2" TALL, TYP. COUNTERSUNK 1 /4" DIA. X 2.5" FASTENER, TYP. 1 /4" THICK 4"X4" GALVANIZED AND PAINTED STEEL TUBE POST FINISH GRADE 18" DIA. X 24" CONCRETE FOOTING COMPACTED AGGREGATE BASE COMPACTED SUBGRADE CAP TOP 11 " ALUMINUM HEADER PANEL, 2" THICK, COLOR 1 5" ALUMINUM PANEL, 2" THICK, COLOR 2, TYP. 1 /4" DIA. X 2.5" FASTENER, TYP. 1 /4" THICK 4"X4" STEEL TUBE POST FINISH GRADE 18" DIA. X 24" CONCRETE FOOTING COMPACTED AGGREGATE BASE COMPACTED SUBGRADE PEDESTRIAN POLE LIGHT, SEE ELECTRICAL (4) 3/4" X 17" GALVANIZED STEEL ANCHOR BOLTS. MAXIMUM PROJECTION 3 1 /2" POLE LIGHT MOUNTING PLATE, SEE ELECTRICAL CONCRETE COLLAR 1 CONCRETE PAVING — 1810 PEDESTRIAN OF CONCRETE WALK kCTED AGGREGATE kCTED SUBGRADE ETE FOOTING, TRUCTURAL ►N Y ALL: 1 2"= 1 ,-0" PLAN / SECTION WATER FOUNTAIN MOUNTING PLATE, MODEL MTG.3500 (4) MODEL MTG.3501 GALV. STEEL ANCHORS CONCRETE PAVING COMPACTED AGGREGATE COMPACTED SUBGRADE WASTE (NOT SUPPLIED) 1 /2" IPS FROM SHUT OFF (NOT SUPPLIED) DRINKING FOUNTAIN AT CONCRETE PAVING NTS e TYF� D o D D , e SECTION EDGE OF PAVING OR BUILDING FACE 1 CONCRETE L810 PAVING — PEDESTRIAN TRASH/RECYCLING RECEPTACLE, TYP. LAN VIEW CALE:1 "=1'-0" SURFACE MOUNT TRASH RECEPTACLE, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. LEVELING MOUNT FOOT, TYP. 1 CONCRETE 1 PAVING — PEDESTRIAN 7171 D D D 0 0 0 0 0 0 o o COMPACTED >1� � — AGGREGATE — COMPACTED m _� �_�=III=III=III=III=III=III==� I SUBGRADE I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I_I I I SECTION VIEW TRASH @ CONCRETE _—I SCALE: 1 1 /2" = 1' z TRASH RECEPTACLE AT CONCRETE PAVING & DG r <1)c 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKED 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAPF, AR�CT RA OSE R IFICAT N0. 1385 CE PROJECT NUMBER: P32 82 .04 DRAWN BY: JD REVIEWED BY: AK PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: SITE DETAILS L8 JaUB M 5 2021 CITY OF EDMONDS DEPARTMENT SCALE: AS NOTED SECTION SCALE: 3/4" = 1 ' —0" SECTION/ELEVATION SCALE: 1"=1'—O" & 1 1/2" = 1'-0" PLAN/SECTION FITNESS EQUIPMENT — SEE PLAN 4 POUR IN PLACE L813 SAFETY SURFACING 0 0 0 0 0 o o — o o FITNESS _-III -III- III-1 EQUIPMENT POST I I S . CONCRETE IIIII1111 .W=TI FOOTING 00 El I M I 111= ' COMPACTED _ I M I I e . •°I I1= , • SUBGRADE I I I-1 I I —I I IE I I M I 1 El I 1=1II IICOMPACTED III=_1 AGGREGATE BASE 4 DIA. FITNESS EQUIPMENT SCALE: 1 "=1 ' —0" SECTION GENERAL NOTE: SUBGRADE PREPARATION SHALL EXCAVATE SOILS TO ELEVATION BELOW PEATY MATERIAL AND PROVIDE LEAN CONCRETE MIX OR STRUCTURAL FILL AS OUTLINED IN THE PROJECT GEO TECHNICAL ENGINEERING REPORT DATED OCTOBER 30, 2019. PLAY BOULDER @ PEA GRAVEL DIG PIT SCALE: 1 "=1'-0" 4" MIN., TYP. ALL SIDES PLAY BOULDER @ PLANTING SCALE: 1 "=1'-0" 4" MIN., TYP. ALL SIDES PLAY BOULDER @ PIP SAFETY SURFACE SCALE: 1 "=1'-0" 47 r i �,�i =—=— N 1-1 11-1 I M I. I I=I _ — IIaIaII—III 11161 _ .' III =111-111=1 I I I I I I-1 I I- 3- 6 -1 I I-1 .III-1 I I-1 I I-1 DLK PEA GRAVEL DIG PIT DIA. 6" LONG SS EMBED IN CONC. 3" AND EPDXY IN AR INFILL AT BASE RETE 'ACTED EGATE 'ACTED RADE SECTION BOULDER MULCH TOPSOIL COMPACTED AGGREGATE BASE COMPACTED SUBGRADE SECTION JLK POUR IN PLACE SAFETY SURFACING ACTED EGATE ACTED RADE SECTION CAROUSEL — INSTALL PER MANUFACTURER'S RECOMMENDATIONS 4 POUR IN PLACE L813 SAFETY SURFACING COMPACTED AGGREGATE BASE 4" PERFORATED DRAINPIPE OR BETTER* CONCRETE FOOTING COMPACTED SUBGRADE NOTES: • *PIPE SIZE TO BE DETERMINED BY LOCAL CONDITIONS AND SUPPLIED BY OTHER. • ALL DRAINPIPE TO BE CONNECTED TO APPROPRIATE STORMWATER OR SEWER SYSTEM WITH AT LEAST 2% SLOPE AWAY FROM FOUNDATION. • CONCRETE FOOTING DIMENSIONS PROVIDED FOR BIDDING ONLY. CONTRACTOR TO PROVIDE ENGINEERING DRAWINGS. n� FLUSH CAROUSEL SCALE: 1 /2"=1 '-0" SECTION 4TO R PEA GRAVEL DIG PIT NOTE: CONCRETE FOOTING DIMENSIONS PROVIDED FOR BIDDING ONLY. CONTRACTOR TO PROVIDE ENGINEERING DRAWINGS. IN CONCRETE PAVING C c PTO R PEA GRAVEL DIG PIT )RCED CONCRETE IG TOR POST ACTED SUBGRADE ACTED 'GATE BASE NOTE: CONCRETE FOOTING DIMENSIONS PROVIDED FOR BIDDING ONLY. CONTRACTOR TO PROVIDE ENGINEERING DRAWINGS. @ PEA GRAVEL DIG PIT EXCAVATOR SCALE: 1 " = 1 ' —0" CONCRETE FOSSIL SCALE: 1 "=1 ' — 0" SECTION PEA GRAVEL DIG PIT )ETE FOSSIL HOR BOLT, IN CONCRETE --NED CONCRETE >SIL ACTED GATE BASE ACTED SUBGRADE SECTION un of c LiJ - ck�( N Z I--- U C a - LL_ 00 L I Z _ =< a� L LJ 4 y 4 NOTE: CONCRETE FOOTING DIMENSIONS PROVIDED FOR BIDDING ONLY. CONTRACTOR TO PROVIDE ENGINEERING DRAWINGS. SWINGS SCALE: 1 "=1 ' — 0" X. V) II — III —III III —III —III > o O I M I I—III- 111-1 I I —III. Q z -I 11-1 11-1 I 1 ; ... w I1=1I1=1II Q II1—III—I I ° . a 1I=1II=1II of LJ 111-1 I I —III ' ° : ° ' , : °11 1-1 I I I.... 1-1 I I I ° GI II IIMIS11. 9�:II II1-1I1-111: o _ _ I— =1 I I III . 1 I 1=I I I, ,1 I-11r=...111=t 4 VARIES — 14 2" MIN. NOTE: CONCRETE FOOTING DIMENSIONS PROVIDED FOR BIDDING ONLY. CONTRACTOR TO PROVIDE ENGINEERING DRAWINGS. CLIMBING STRUCTURE SCALE: 1 "=1 ' — 0" CONTRABASS CHIMES SCALE: 1 /2"=1 '-0" Allf"S — INSTALL IANUFACTURER'S IMENDATIONS POURED IN PLACE PLAY SURFACE )RCED ETE FOOTING POST kCTED GATE BASE kCTED ADE SECTION CLIMBING STRUCTURE — INSTALL PER MANUFACTURER'S RECOMMENDATIONS 4 POUR IN PLACE L813 SAFETY SURFACING REINFORCED CONCRETE FOOTING CLIMBING STRUCTURE POST COMPACTED AGGREGATE BASE COMPACTED SUBGRADE — INSTALL PER 'ACTURER'S IMENDATIONS POUR IN PLACE SAFETY SURFACING BETE FOOTING 4 REBAR ACTED GATE BASE SECTION SECTION —n O m O Z r <�7C. 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKED 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAPE-AR�CT RA OSE CER IFICAT N0. 1385 PROJECT NUMBER: P32 82 .04 DRAWN BY: SL REVIEWED BAK/LR/DO PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: SITE DETAILS L8�20211 UB Ma CITY OF EDMONDS DEPARTMENT GENERAL NOTE: SUBGRADE PREPARATION SHALL EXCAVATE SOILS TO ELEVATION BELOW PEATY MATERIAL AND PROVIDE LEAN CONCRETE MIX OR STRUCTURAL FILL AS OUTLINED IN THE PROJECT CEO TECHNICAL ENGINEERING REPORT DATED OCTOBER 30, 2019. J I V I \IVI, J " CIVIL PEA GRAVEL DIG PIT SCALE: 1 "= 1 ' -0" POST ROPE PULL SEE LAYOUT PLAN SUBGRADE TYP. TYP. PEA GRAVEL DIG PIT CURB @ PIP SAFETY SURFACE AND DIG PIT SECTION POUR IN PLACE SAFETY SURFACING BETE FOOTING ACTED GATE BASE kCTED ',ADE SEE PLAN PLANTING AREA Q � BOULDER CD DRY STACK Q BOULDERS CD w cn _ CONCRETE PAVING 1 0 Q - PEDESTRIAN L810 z _ w Cz CD D = Oo cn Vz11, -- - - - �0�0�0 O O ODO�O C'• � o 0 0 0 0 0 0 1 1= I1_1-41 111 C C c c L L c BOULDERS ON PLANTED SLOPE SCALE: 1 "= 1'-0" EMBANKMENT SLIDE 4" 'MIN.' ALL SIDES, TYP. Qox �Q 6" MIN. 2'-0" MAX. TOPSOIL COMPACTED AGGREGATE BASE COMPACTED SUBGRADE 1 1-1 1 NOTES: 1. CONTRACTOR TO ENSURE ALL BOULDERS ARE STABLE & SECURED IN PLACE ON AGGREGATE BASE. 2. CONTRACTOR TO LOCATE BOULDERS IN -PLACE AND OBTAIN APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO CONTINUING INSTALLATION. 3. CONTRACTOR TO PROTECT BOULDER SURFACES FROM DAMAGE DURING TRANSPORT AND PLACEMENT. VISIBLE DAMAGE (MARRING, SCRATCHES, CHIPPING, ETC.) WILL BE CAUSE FOR REJECTION. SECTION F POUR IN PLACE SAFETY SURFACING TOP OF J G AWAY POST )RCED 'ETE FOOTING, ACTOR TO L PER •ACTURER'S 1MENDATIONS 0 ACTED GATE BASE m ACTED ',ADE 0 z <nc. 1 gy„ CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAP,F. ARCHITECT RA O�SGSEs� CER IFICAT NO. 1385 PROJECT NUMBER: P32 82 .04 DRAWN BY: SL REVIEWED BAK/LR/DO PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: SITE DETAILS L8jaUB 5 2021 CITY OF EDMONDS DEPARTMENT SCALE: 1 "= 1 ' -0" SECTION SCALE: 1 "= 1 ' - 0" SECTIO; CURVE DATA SENSORY GARDEN SCALE: 3/8" = 1'-0" CURVE LENGTH INCLUDED ANGLE 5.0' 52.09° 10.5' 109.38° 5.0' 24.91 ° 6.145' 58.64° 5.0' 24.91° 7.5' 37.37° 5.0' 24.91 ° 5.0' 24.91 ° 2.26' 9.13° 2.47' 8.33° 10.0' 33.70° 4.86' 16.37° WOOD POSTS IN PIP SAFETY SURFACING CONTRABASS CHIMES ENLARGEMENT 5'-0" TALL POLES ALONG HIGHLIGHTED CURVE 6'-0" TALL POLES ALONG HIGHLIGHTED CURVE I/ry nl AKI SCALE: $"=1'-0" 4'-0" TALL POLES ON HIGHLIGHTED CURVE 6'-0" TALL POLES ALONG HIGHLIGHTED CURVE 5-0" TALL POLES ALONG HIGHLIGHTED CURVE 18" MIN. BETWEEN POLES, TYP. z a WOOD POLES — 6" DIA. w _ �C) i Iw 4 POUR IN PLACE `'J `f' L813 SAFETY SURFACING (4) #4 VERTICAL BARS IN EACH FOOTING, TYP. —III 'III I I • —1 111-1 I r.° ` I:.. 1— ' I I `L.. I 1 I �. #4 HORIZONTAL REBAR — DRILL o I1=1II . III ' s', a a e II :. AND EPDXY TO POLE. EXTEND i �,, III-11 °. , I— o II °. Q 1 3" BEYOND FACE OF POLE 0-4 I I —III :.. III a .. I I .... I_I ° ` CONCRETE FOOTING :• ..•:'I� g. ' ::, IIIb.°.. :. • ' ° .. I I =1 COMPACTED AGGREGATE BASE -i I I III=III—III—III—III—III—III—III—III—III—I � �—I I i COMPACTED SUBGRADE 2,_�„, • � III —III —III —III —III—• • •— - - 4" op TYP. SECTION SCALE: 2 —n 0 WOOD 1 POLES IN SAFETY SURFACING SCALE: AS NOTED PLAN/SECTI�E m GENERAL NOTE: SUBGRADE PREPARATION SHALL EXCAVATE SOILS TO ELEVATION BELOW PEATY MATERIAL AND PROVIDE LEAN CONCRETE 0 MIX OR STRUCTURAL FILL AS OUTLINED IN THE PROJECT GEO r- <�7c. 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAP,F. AR�CT RA OSE CER IFICAT NO. 1385 PROJECT NUMBER: P32 82 .04 DRAWN BY: SL REVIEWED B/1K/LR/DO PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: SENSORY GARDEN DETAILS L8 %UB M 5 2021 CITY OF EDMONDS DEPARTMENT TECHNICAL ENGINEERING REPORT DATED OCTOBER 30, 2019. -< N: 300255.73 E: 1262202.73 COMMON ° HP +18" \ LP +5" HP + 16 $" 25.0830 300233.02 1262210.83 300229.4 1262212.1 LOW OUTEI °0000 LIE 0 LP +6" HP +18 / HP 4 COMPACTED AGGREGATE BASE COMPACTED SUBGRADE —, "'—I t I-1 I 4" 1'-0" . 6" GENERAL NOTE: SUBGRADE PREPARATION SHALL EXCAVATE SOILS TO ELEVATION BELOW PEATY MATERIAL AND PROVIDE LEAN CONCRETE MIX OR STRUCTURAL FILL AS OUTLINED IN THE PROJECT GEO TECHNICAL ENGINEERING REPORT DATED OCTOBER 30, 2019. 0.9 MAIIIIiIII0 6" 1, 10" 1, 4" w z i = LZ cn Q Z C�C�w�Q L'i Li o w cn z i w r)� Q w Q CD _ > w w 4 POUR IN PLACE 813 SAFETY SURFACING WAVY WALK 1 WAVY WALK / SCALE: 1 4" = 1'—O" PLAN I SCALE: 1" = 1'—O" SECTION 7'-5 1 /2" 8'-0 1 /4" 8'-0 1 /4" 7'-5 11211 CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL J J NOTE: DIMENSIONS ARE ON A FLAT ELEVATION NOTE: DIMENSIONS ARE ON A FLAT ELEVATION WAVY WALK SCALE: 1/2" = 1'—O" PRC, TYP. PRC, TYP. INNER CURVE — ELEVATION OUTER CURVE — ELEVATION 0 1 TO /Tv V m 0 z r <�7c. 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA WASHINGTON REGISTERED LANDSCAP ARCHITECT RA OSE CER IFICAT NO. 1385 PROJECT NUMBER: P32 82 .04 DRAWN BY: cI REVIEWEDBA'K/LR/DO PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: WAVY WALK DETAILS L 8 4UBM4a! 2021 CITY OF EDMONDS DEPARTMENT ELEVATION BOTTOM OF CURVE 5� P.0.6. MIRROR CURVE OVER BOTTOM OF CURVE CENTER LINE BOTTOM �OF CURVE L NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS PRIOR TO FABRICATING ASSISTIVE FENCE ASSISTIVE PLAYGROUND FENCE SCALE: 1 /2" = 1 ' -O" DOME CAP WELDED TO PIPE 1.25" O.D. SCH. 40 STEEL TUBE WITH HIGH PERFORMANCE FINISH, HEIGHT VARIES CAST IN PLACE CONCRETE ASSISTIVE PLAYGROUND FENCE SCALE: 1-1/2" = 1 ' -O" SEE DETAIL 2 ON THIS PAGE FOR LAYOUT 5'-7 3/8" PRC, TYP. 8' -1 1 7/8' CURVE 2 �- CURVE 1 s CD I N SECTION I CURB TO EXTEND 6" PAST E� OF WAVY WALK ON BOTH ENE 4'-5 3/4" CURVE 3 \ O CD Nt .� o 00QQJ \ L END POST ELEVATION GENERAL NOTE: SUBGRADE PREPARATION SHALL EXCAVATE SOILS TO ELEVATION BELOW PEATY MATERIAL AND PROVIDE LEAN CONCRETE MIX OR STRUCTURAL FILL AS OUTLINED IN THE PROJECT GEO TECHNICAL ENGINEERING REPORT DATED OCTOBER 30, 2019. 0 m O z r �"oC• 18yli CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA WASHINGTON REGISTERED LANDSCAP AR ) RA OSE CER IFICAT NO. 1385 PROJECT NUMBER: P3282.04 DRAWN BY: SL REVIEWED B/ 'K/LR/DO PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: WAVY WALK DETAILS L 8 UB 4im5s5 2021 CITY OF EDMONDS DEPARTMENT ,3/B„ TEE TUBE S & BOARD DECKING PLAN I — o I I � I I I I — — 1 STEEL BASE PLATE A FRAMING PLAN RUMBLE WALK B 2A q, DECKING PLAN RUMBLE WALK A FULL 5" WIDTH BOARDS AT PERPENDICULAR FRAME MEMBERS 1 STEEL BASE PLATE B FULL WIDTH BOARD AT BOTH ENDS OF WALK 4" X 5" WOOD DECKING ALIGN SCREWS TO STEEL TUBE CENTERLINE, TYP. Q 50 16" DIA. CONCRETE FOOTING, TYP. HSS 3-2"X3-2"X $" GENERAL NOTE: SUBGRADE PREPARATION SHALL EXCAVATE SOILS TO ELEVATION BELOW PEATY MATERIAL AND PROVIDE LEAN CONCRETE MIX OR STRUCTURAL FILL AS OUTLINED IN THE PROJECT GEO TECHNICAL ENGINEERING REPORT DATED OCTOBER 30, 2019. NOTES: 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION 2. ALL STEEL COMPONENTS TO RECEIVE A HIGH PERFORMANCE COATING UNLESS INDICATED OTHERWISE. 5 MIN. '%.' • . .: !• .. '' :`' ..� . •.. : ' .'0'� °•' .. •e :,, •., ~ �'. :•'. .' ••. , �' .' `• '4 1/4"'.- :. : 5 f'. 4 1/4 s. ;. TYP. 5 5 ..:5•.•.Ml�d ,' : ' :, ::5 MIN: •+ •• :: 5 :!�5. htlll�l. •; \a- :�. • ci 00 3 1 /2" a 3 1 /2" w 3 1 /2"•.. .. ' . TYP. TYP. TYP. •ci �. •. a ..�;.. :, . :' 13/16 0 FOR 3/4 BOLTS :. .e `1 1 4"'' .::. t. •. . • °, :;.. .. •` e•'•..,•,. ! '•'•�• °rs; 3/4 BASE PLATE '•:'e••: �,.• �•• e::':•• '•'• ':'•: r•�1 ''" .. °t'••' '•R•, ••'..' ;, .'s ;• ,•• • ,•,. • ? '•�. •'tee: • '••'�.. : •' _ :� •' �' •.' •' f••�'. PLAN @ STEEL BASE PLATE A STEEL BASE PLATE SCALE: 3" = 1'-0" 10 Q .. :••' O 4„ AV .' .• t. PLAN @ STEEL BASE PLATE B 4 POUR IN PLACE 813 SAFETY SURFACING I III�o. 4 POUR IN PLACE A ENLARGEMENT A L813 SAFETY SURFACING _ ENLARGEMENT WIDTH VARIES, SEE PLAN SCALE: Y=1'-O" RUMBLE RUMBLE SS SELF TAPPING 4"X6" WOOD DECKING 4" SHIM ON 1/4" DECK SCREWS _�„ _�„ 3„ BOTH SIDES OF 6'-1 /$ten TYP. 4" THICK 3X3 STEEL WALK, & HSS„ 3�ACX3n2AXr8 FRAME, TYP. RIDS, 7.• ) FIT ALIGN SCREWS TO STEEL TUBE CENTERLINE, TYP FULL 5" WIDTH BOARDS AT PERPENDICULAR FRAME MEMBERS, TYP. FRAMING PLAN >30$_0» 114 "p DIA. CRETE TING, STEEL LE DED TO JE IT OF POUND VATURE 2„X$„ SECTION 2B SECTION 2A STEEL BASE PLATE - A 3/8" 1" TYP. TYP. COMPACTED AGGREGATE I I —III —Ill COMPACTED SUBGRADE 1B STEEL BASE PLATE - B 4" X 5" WOOD DECKING 4" SHIM, TYP. HSS 3-1"X3-2"X $" VOID 3/4" X 4" EXPANSION ANCHOR 4" DEPTH DRAIN ROCK, CONTINUOUS BETWEEN FOOTINGS (8) #4 REBAR #4 HOOPS @ 12" O.C. 16" DIA. REINFORCED CONCRETE FOOTING COMPACTED AGGREGATE COMPACTED SUBGRADE TYP. 13/16" 0 FOR 3/4" BOLTS •: :3/4" BASE �. PLATE • 5 � PLAN ENLARGEMENTS 3" x 1 2" GALV. STEEL ANGLE 1 /4" DIA. 3" EXPANSION ANCHOR, 12" O.C. <�7C. 1 gyms CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKED 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA WASHINGTON REGISTERED LANDSCAP ARCHITECT RA OSE CER IFICAT N0. 1385 PROJECT NUMBER: P32 82 .04 DRAWN BY: cI REVIEWEDBAK/LR/DO PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: RUMBLE WALK DETAILS RUMBLE WALK - FRAMING PLAN SCALE: 3/8"= 1'-0" RUMBLE WALK PLAN Z % SCALE: 1 1/2"= 1'-0" SEC z r L8''5 U 6 M 2021 CITY OF EDMONDS DEPARTMENT GENERAL NOTE: SUBGRADE PREPARATION SHALL EXCAVATE SOILS TO ELEVATION BELOW PEATY MATERIAL AND PROVIDE LEAN CONCRETE MIX OR STRUCTURAL FILL AS OUTLINED IN THE PROJECT GEO TECHNICAL ENGINEERING REPORT DATED OCTOBER 30, 2019. 2,-0„ 2' 2" X 1 /2" CAST IN CONCRETE REVEAL CONCRETE SEAT WALL - TYPE 1 2" X 1 /2" CAST IN CONCRETE REVEAL 2" X 1 /2" CAST IN CONCRETE REVEAL SCORE JOINT IN PAVING, ALIGN WITH CONCRETE SEAT WALL JOINT, SEE PLAN CONCRETE SEAT WALL - TYPE 1 2" X 1 /2" CAST IN CONCRETE REVEAL SAWCUT JOINT, SEE PLAN CONCRETE SEATWALL - TYPE 1: SKATE DETERRENT NOTCH SCALE: 1 " = 1'-O" NOTES: 1. CAP EDGES TO BE FLUSH WITH OD OF STEEL PIPE. CAP FACE TO BE FLUSH WITH END OF CONCRETE SEATWALL. 2. PRIME STEEL WITH RUST-OLEUM INTERIOR / EXTERIOR FLAT PRIMER OR EQUAL PRIOR TO INSTALLATION. 3. PAINT EXPOSED STEEL WITH RUST-OLEUM ACRYLIC INTERIOR / EXTERIOR BLACK GLOSS ENAMEL OR EQUAL AFTER INSTALLATION. SCH. 40 STANDARD BLACK STEEL CAP, WELD TO 2 1 /2" PIPE COPING END ELEVATION SECTION CONCRETE SEATWALL - TYPE 3: STEEL COPING SCALE: 1 1 /2" = 1 ' -O" TRENCH DRAIN AT PLAZA PLAN / ELEVATION 1 /8" BULLNOSE CONTINUOUS TOOLED EDGE, TYP. 2 1 /2" ID SCH. 40 STANDARD BLACK STEEL SEAM WELDED PIPE COPING WELD 1 /2" X 6" ANCHOR BOLT @ 36" O.C., MIN. SECTION "n" TRENCH DRAIN GRATE, ;PECS "H DRAIN, SEE SPECS "IVIL FOR STORM ECTION TION JOINT, TYP. RETE TRENCH SURROUND CONCRETE PAVING, SEE PLANS JT JOINT ACTED AGGREGATE ACTED SUBGRADE NOTES: 1. SEAT WALLS TO HAVE INTEGRAL COLOR IN r�J3 CLR. TYP. R p . pa. b�•�: . D 0`°p.• D. O O O p 4. °p" .a • . p. 2'- 0 " CONCRETE SEATWALL - TYPE 1 SCALE: 1 " = 1 ' -O" NOTES: 1. SEAT WALLS TO HAVE INTEGRAL COLOR 411 a < 3" CLR. TYP. 00 J W e p I1=1II=1II El I I I I I —I I I —I I LEI I I CD L p• • pD ° p... p... O�\O� 1-1I1-1I1=1II_ •. • . a , a p p O�o II-III-1 Oo0o0ooUo 0 0 —III-_ 1=1 -111: III-1 I I-1 I III III-1 I I-1 I I-1 I I 1 I I I I -III] 11=III=III III III=III=III=III=III III= =1 4 "1 1'-6» CONCRETE SEATWALL - TYPE 2 SCALE: 1 " = 1 ' -O" CAST -IN -PLACE CONCRETE SEAT WALL 4 SKATE DETERRENT NOTCH, BEYOND 1 /2" RADIUS, TYP. (8) #4 REBAR, CONTINUOUS ADJACENT CONDITION VARIES, SEE PLAN #4 HOOPS @ 12" O.C. COMPACTED AGGREGATE BASE COMPACTED SUBGRADE SECTION CAST -IN -PLACE CONCRETE SEAT WALL 1 1 /4" RADIUS, TYP. ADJACENT CONDITION VARIES, SEE PLAN 8 0 ISOLATION JOINT #4 HOOPS @ 12" O.C. (9) #4 REBAR, CONTINUOUS COMPACTED AGGREGATE BASE COMPACTED SUBGRADE NOTES: 5 1. SEAT WALLS TO HAVE _ STEEL COPING INTEGRAL COLOR X 3" CLR. TYP. Z Q a 2 1 /2" DIA, TYP. 00 e ! ipCAST-IN-PLACE CONCRETE O Q Q a.. SEAT WALL NJ z a w ° ADJACENT CONDITION VARIES, SEE PLAN 1-1I1-1I1-1I I— • D °° ° ° : 8 ISOLATION JOINT o III —III —III —III _ - O - L810 � I —III —III —III ► • ° : ; III-1 I I-1 I I=1 I I �'��. ;•:: �: 4:.�. °•��..° :a � o�0 #4 HOOPS @ 12" O.C. — — III=III— II= -III (9) #4 REBAR, CONTINUOUS III -III -III III III -III -III -III 111-1'MS -1 COMPACTED AGGREGATE - --- --- -- -- --- --- --- --- --- --- - BASE COMPACTED SUBGRADE 4 1'-3 3/4" CONCRETE SEATWALL - TYPE 3 SECTION -1 0 iC7 m 0 z r <�7c. 189v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAP,F. ARCT RA OSE CER IFICAT N0. 1385 PROJECT NUMBER: P32 82 .04 DRAWN BY: JD REVIEWED BY: AK/LR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: SITE DETAILS L 84 SUB M r 25 2021 CITY OF EDMONDS DEPARTMENT SCALE: 3/4" = 1 ' -O" SECTION SCALE: 1 " = 1 ' -O" SECTION c c- I INSTALL ROOT BALL 1 " ABOVE FINISH GRADE SET ROOT BALL ON UNDISTURBED SOIL FINISH GRADE DECOMPOSED GRANITE COMPACTED AGGREGATE BACKFILL SOIL MIX 1 X SILVA CELL, OR APPROVED EQUAL, SEE SPECS TREE IN SILVA CELLS @ DECOMPOSED GRANITE SCALE: 3/8" = 1 ' -0" VARIES, SEE PLAN 0 o o o I o 0 0 0 O CN 11=III=III=III=III=III=III=III TREE IN SILVA CELLS AT PAVING SCALE: 3/8" = 1 ' -0" NOTE 4. SECTION INSTALL ROOT BALL 1" ABOVE FINISH GRADE SET ROOT BALL ON UNDISTURBED SOIL 9 TREE GRATE L840 FINISH GRADE 1 X SILVA CELL, OR APPROVED EQUAL, SEE SPECS BACKFILL SOIL MIX SECTION NOTES: 1. ALL ROOT PRUNING SHALL BE PERFORMED PER THE STANDARDS OF ANSI A300. 2. ALL ROOTS OVER 1" IN DIAMETER THAT HAVE BEEN EXPOSED AND DAMAGED DURING CONSTRUCTION ACTIVITIES SHALL BE REMOVED. MAKE A CLEAN, STRAIGHT CUT TO REMOVE ENTIRE DAMAGED PORTION OF ROOT. 3. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING AND DAMAGE. 4. ROOT BARRIER SHALL BE A MINIMUM OF 18" DEEP AND SHALL BE EP SERIES ROOT BARRIER PANELS BY NDS, OR APPROVED EQUAL. SET 1" BELOW FINISHED GRADE. CENTER ROOT BARRIER ON TRUNK OF TREE. 5. DISTANCE BETWEEN TREE AND ROOT BARRIER TO BE DETERMINED BY ARBORIST. MINIMUM DISTANCE IS 3 TIMES THE TRUNK CALIPER. GAP BETWEEN ROOTS AND ROOT BARRIER ALSO TO BE DETERMINED BY ARBORIST. ROOT BARRIER SCALE: 1 " = 1 ' -0" NOTE: 1. INSTALL ROOT BARRIER RIBS FACING ROOTBALL & EXTEND 12" BELOW UTILITY. 2. INSTALL ROOT BARRIER AT UTILITIES PASSING WITHIN 10'-0" OF PROPOSED TREE. CONTRACTOR TO VERIFY DISTANCE WITH ARBORIST SEE PLAN ROOT BARRIER AT UTILITIES SCALE: 3/4" = 1 ' -0" SEE PLAN SECTION MULCH, TYP. FINISH GRADE LINEAR ROOT BARRIER, SET TOP 1" BELOW FINISH GRADE, SEE SPECS. DRAIN ROCK BURIED UTILITY SECTION 2X DIAMETER OF ROOT BALL TREE ON SLOPE SCALE: 3/8" = 1 ' -0" KUU 1 bALL SHRUB 8c GROUNDCOVER PLANTING SCALE: 3/4" = 1 ' -0" NOTE: OVER -EXCAVATE PLANT PIT TO PROVIDE 3" DEEP WATERING BASIN 2X UTAML I LK Ur ROOT BALL SHRUB ON SLOPE PLANTING SCALE: 1 /2" = 1 ' -0" U 0 EXISTING GRADE CUT BACK EXISTING SLOPE TO MAX. 1:1 -1 /2 MULCH - KEEP 4-6" AWAY FROM TRUNK BACKFILL MIX, FINISH GRADE ROOT BALL; CUT AND REMOVE ALL BINDING FROM THE TOP AND SIDES OF THE ROOT BALL BEFORE BACKFILLING, SET 1" ABOVE FINISH GRADE INSTALL ROOTBALL 1" ABOVE FINISH GRADE MULCH, KEEP 3" TO 6" AWAY FROM TRUNK ROOT BALL; CUT AND REMOVE ALL BINDING FROM THE TOP AND SIDES OF THE ROOT BALL BEFORE BACKFILLING 3" HIGH WATERING BASIN FINISH GRADE BACKFILL MIX SECTION EXISTING GRADE CUT BACK EXISTING SLOPE TO MAX. 1:1-1 /2 MULCH - KEEP 4-6" AWAY FROM TRUNK BACKFILL MIX, FINISH GRADE ROOT BALL; CUT AND REMOVE ALL BINDING FROM THE TOP AND SIDES OF THE ROOT BALL BEFORE BACKFILLING, SET 1" ABOVE FINISH GRADE EDGE OF PLANTING AREA; PAVING, LAWN OR EQUAL DISTANCE FROM EDGE IS 1 /2 THE SPECIFIED O.C. SPACING TRIANGULAR SPACE, AT SPECIFIED O.C. DISTANCE - EQUIDISTANT PLANT CENTER NOTE: - SEE PLANT SCHEDULE FOR EACH PLANT'S APPROPRIATE O.C. SPACING. - PLANTING PLAN SHOWING INDIVIDUAL LOCATION OF A SHRUB AND OR GROUND COVER TAKE PRECEDENT OVER THIS DETAIL. PLANT SPACING SCALE: 3/4" = 1 ' -0" SECTION SECTION SECTION DECIDUOUS TREE SCALE: 3/8" = 1'-O" ROOT BALL i ROOT BALL EVERGREEN TREE SCALE: 3/8" = 1'-O" LAWN PLANTING AREA I AREA I I SHOVEL CUT SCALE: 3/4" = 1'-O" TREE WOOD STAKES - REMOVE STAKES AND TIES AFTER 1 FULL YEAR OF :LANTING TREE TIES INSTALL ROOT BALL 1" ABOVE FINISH GRADE MULCH RING, 4" TO 6" CLEAR OF TRUNK 3" HIGH WATER BASIN AT EDGE OF MULCH RING FINISH GRADE BACKFILL SOIL MIX ROOT BALL; CUT AND REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM THE TOP AND SIDES OF THE ROOT BALL PRIOR TO BACK FILLING; CUT WIRE BASKET (IF USED) AND REMOVE AFTER SETTING TREE IN PLANTING PIT SET ROOT BALL ON UNDISTURBED SOIL TREE (3) COLLARS, GUY WIRES, STAKES & FLAGS. REMOVE 1 FULL YEAR AFTER PLANTING INSTALL ROOT BALL 1 " ABOVE FINISH GRADE MULCH RING, 4" TO 6" CLEAR OF TRUNK 3" HIGH WATER BASIN AT EDGE OF MULCH RING FINISH GRADE BACKFILL SOIL MIX ROOT BALL; CUT AND REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM THE TOP AND SIDES OF THE ROOT BALL PRIOR TO BACK FILLING; CUT WIRE BASKET (IF USED) AND REMOVE AFTER SETTING TREE IN PLANTING PIT SET ROOT BALL ON UNDISTURBED SOIL BOUNDARY BETWEEN LAWN AND PLANTING AREA AS SHOWN ON PLAN MULCH FINISH GRADE SHOVEL CUT: FILL WITH MULCH & COMPACT SECTION SECTION 0 m O z SECTION r `1)C. 1 s9v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKED 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAPF. AR ) RA OSE R I CEFICAT N0. 1385 PROJECT NUMBER: P32 82 .04 DRAWN BY: YH REVIEWED BY: AK PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: PLANTING DETAILS L9 UB Om;Qs52021 CITY OF EDMONDS DEPARTMENT n I 1'-0" TYP. 0 0 i L_L �L L BUFFER SHURUB MIXES A SCALE: 3/8" = 1'-0" STREET SIDE ALIGN PLANTS TO EDGE OF PLANT BED 3'-0" TYP. PARK SIDE G G G IG G G IG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G �- -C� G �- -Ci G � S� G � G G � G G � �G G �- G G � �G G -�- G G -G- G A A A P P A P P P P P A A P A P P A A P P A L L L L L L L L L L L BUFFER SHURUB MIXES B SCALE: 3/8" = 1 ' - 0" L L L ALLEY SIDE L L ;� L P L L !, ALIGN PLANTS TO EDGE OF PLANT BED GERANIUM X CANTABRIGIENSE 'BIOKOVO', 2 ROWS OF SHRUBS, TYP. 18" O.C. PHYSOCARPUS OPULIFOLIUS 'TINEY WINE GOLD', 3 ROWS OF SHRUBS, TYP. 36" O.C. L ONICERA NI TIDA 'EL EGANS', 3 ROWS OF SHRUBS TYP. 36" O.C. NOTE: FOR AREAS OF GREATER WIDTH THAN DETAIL SHOWN, INFILL WITH PHYSOCARPUS OPULIFOLIUS 'TINY WINE GOLD' AND ARONIA MELANOCARPA 'AUTUMN MAGIC' PLAN GERANIUM X CANTABRIGIENSE 'BIOKOVO', 2 ROWS OF SHRUBS, TYP. 12" O.C. PHYSOCARPUS OPULIFOLIUS, 2 ROWS OF SHRUBS 36" O.C. ARONIA MELANOCARPA 'AUTUMN MAGIC', 2 ROWS OF SHRUBS 36" O.C. SALIX PURPUREA 'NANA', 2 ROWS OF SHRUBS 60" ± O.C. LONICERA NITIDA 'ELEGANS', 2 ROWS OF SHRUBS 36" O.C. PLAN "oC. 18yv CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKED 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAP AR T CT RA 0SE CER IFICAT N0. 1385 PROJECT NUMBER: P3282.04 DRAWN BY: YH REVIEWED BY: AK f\ PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: PLANTING DETAILS L 9 sub Va�25 2021 CITY OF EDMONDS DEPARTMENT TV D f--\ L 1 V 1 V 1 L-M 1 V 1 J 1 V EDGE OF PLANT BED V-n" KAINI A'-n" TV[) LIRIOPE MUSCARI, 18" O.C.± GROUNDCOVER AT STREETSCAPE AND SKATE PARK SCALE: 3/8" = 1'-0" MEADOW MIX 1 SCALE: 3/8" = 1'-0" ■ MEADOW MIX 2 SCALE: 3/8" = 1'-0" PLAN f-'\LI VIV I Lf--%IV 1 J 1 V LVVL BUFFER SHURUB MIXES D of PLANT BED SCALE: 3/8" = 1 ' - 0" ALLIUM X 'MILLENIUM' DISTRIBUTED GROUPS OF 1 TO 3 PLANTS. 1'-6" 3'-0" AN. TYP. ECHINACEA PALLIDA DISTRIBUTED GROUPS w OF 1 TO 3 PLANTS SESLARIA AUTUMNALIS W THROUGHOUT IN W TRIANGULAR SPACING PLAN ECHINACEA PALLIDA DISTRIBUTED GROUPS OF 1 TO 3 PLANTS CAMASSIA QUAMASH DISTRIBUTED GROUPS OF 1 TO 3 PLANTS. USE (1) # 1 POT PER LOCATION IF SPRING PLANTING. USE (3) BULBS PER LOCATION IF FALL PLANTING. DESCHAMPSIA CESPITOSA THROUGHOUT IN TRIANGULAR SPACING. ECHINOPS RITRO DISTRIBUTED GROUPS OF 1 TO 2 PLANTS PLAN FLEXIBLE POROUS PARK SIDE ILEX CRENATA 'GREEN ISLAND,' AND ILEX GLABRA 'COMPACTA' MIXED 48" O.C. NOTE: LANDSCAPE ARCHITECT TO PROVIDE FURTHER DIRECTION ON PLACEMENT IN FIELD. S S S S S S SPIREA X 'TRACY,' 36" O.C. I � CN I71 S P RAG U E SIDEWALK ALIGN PLANTS TO EDGE OF PLANT BED SPRAGUE ENTRY SHRUB MIX E SCALE: 3/8" = 1'-0" NOTE: CONTRACTOR TO ADJUST SPACING IN FIELD TO AVOID GAPS. MAINTAIN EVEN SPACING ALONG EDGES OF ALL PATHS AND MAKE ADJUSTMENTS IN THE CENTER AS NEEDED. SURFACE TREATMENT, TAPER a TO 1 " AT ROOT BALL. W R R PRODUCT: POROUS PAVE XL, S _6 MIN OR APPROVED EQUAL (� TYP 2" CRUSHED AGGREGATE 1 CONCRETE PAVING L ] _ R R L810 TYPE 3 W R R F SET ROOT BALL ON UNDISTURBED SOIL (� R R R BACKFILL SOIL MIX R R I z FLEXIBLE POROUS SURFACE TREATMENT FA 0 MIA WIN PLAZA ENTRY SHRUB MIX F 3 ROWS OF SHRUBS 36" O.C. CEANOTHUS THYRSIFLORUS VAR. GRISEUS 'YANKEE POINT,' 4 ROWS OF SHRUBS 60" O.C. ALIGN PLANTS TO EDGE OF BED ALIGN FLAIN 15 I U EDGE OF BED ROSA HYBRIDA 'DRIFT,' 3 ROWS OF SHRUBS 36" O.C. PLAN PLAN 0 m 0 z r C. 18yv CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKED 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 CIVIC CENTER PLAYFIELD EDMONDS, WA STATE OF WASHINGTON REGISTERED LANDSCAPF, AR�CT RA OSE CER IFICAT NO. 1385 PROJECT NUMBER: P3282.04 DRAWN BY: YH REVIEWED BY: AK PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: PLANTING DETAILS UB L9Q2s52O2l CITY OF EDMONDS DEPARTMENT SCALE: 3/8" = 1'-0" PLAN SCALE: 1 /8" = 1 ' -0" PLAN VIEW 1 - FROM NW VIEW 3 - FROM NORTH VIEW 2 - FROM NE VIEW 4 - FROM WEST CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKED MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1221 East Pike Street -Suite 300 Seattle, WA 98122 www.orarchitects.com CIVIC CENTER PLAYFIELD EDMONDS, WA 6364 REGISTERED ARCHITECT '. I -- OWEN RICHARDS STATE OF WASHINGTON T �i PROJECT NUMBER: P3282.04 DRAWN BY: VB / JG REVIEWED BY: OR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: 1 REV-001 03/13/2020 REV-002 08/31 /2020 3D RENDERS AO SUB ' 25 2021 CITY OF EDMONDS DEPARTMENT �1 �A3.0 4 E,A2.0 L A3.0 3 1 T3T A2.0 A2.0 4 1 1 T T 4 011VQll CTCCI nncl-rC n7m 3" 3 A3.0 8" 3" 3" 4" rYP. 5 A2. J 1 GROUND FLOOR PLAN 1 /4 - 1 0 e, NOTE: THE RESTROOM BUILDING WILL BE CONSTRUCTED AS A DESIGN -BUILD ELEMENT CONTRACTED DIRECTLY BY THE CITY OF EDMONDS TO A DESIGN -BUILD CONTRACTOR. THE DRAWINGS INCLUDED HERE DEMONSTRATE THE OVERALL CONFIGURATION AND DESIGN INTENT, BUT SEPARATE DOCUMENTS WILL BE PREPARED BY THE DESIGN -BUILD CONTRACTOR FOR PERMIT REVIEW DOCUMENTING CODE COMPLIANCE, INCLUDING ACCESSIBILITY, ENERGY CODE, AND STRUCTURAL ENGINEERING OF THE BUILDING SHELL. GENERAL CONTRACTOR SCOPE PRIOR TO DESIGN -BUILD CONTRACTOR INSTALLATION OF RESTROOM BUILDING: 1) BELOW -SLAB SEWER AND WATER LINES UNDER SLAB SERVING RESTROOMS. 2) ELECTRICAL SERVICE TO RESTROOM BUILDING. 3) BELOW SLAB CONCRETE PIT FOR PUMP ROOM 4) SUB -GRADE SITE PREPARATION PRIOR TO SETTING OF RESTROOM BUILDING (SOIL COMPACTION AND DRAINAGE) GENERAL CONTRACTOR SCOPE AFTER THE RESTROOM BUILDING INSTALLATION: COMPLETES THEIR INSTALLATION: 1) WALL -MOUNTED EXTERIOR LIGHT FIXTURE INSTALLATION (RESTROOM CONTRACTOR PROVIDES POWER AND J-BOXES) 2) INSTALLATION OF MAIN ELECTRICAL PANELS, PUMP ROOM BUILDOUT INCLUDING WATER FEATURE SYSTEMS, HVAC , PLUMBING, AND r%-rI IrP'1 rl rA Ar-K ITC' C'I 1/%1 A I K I /%K1 TI Ir nnnI IA ArA ITC' GUTTER WALL MOUNTED DOWNLIGHT D.S. D REFLECTED CEILING PLAN 11-011 e_'.) 0' 5' 15' 30' CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 2 0 6 - 5 8 2 - 3 8 7 4 1221 East Pike Street -Suite 300 Seattle, WA 98122 www.orarchitects.com CIVIC CENTER PLAYFIELD EDMONDS, WA 6364 REGISTERED /> ARCHITECT OWEN RICHARDS STATE OF WASHINGTON KEY PLAN PROJECT NUMBER: P3282.04 DRAWN BY: VB / JLL OR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: 1 REV-001 03/13/2020 REV-002 08/31/2020 GROUND FLOOR PLAN & REFLECTED CEILING PLAN Al SUB 25 2021 CITY OF EDMONDS DEPARTMENT Q - - 1 A3.0 N 4 N N 2 A3.0 1 A2.0 4 2 T3 A2.0 A3.0 I I I I I I I I I I I I I I I I I I /47_� I I I A2.0 SLOPED TO GUTTER I I I ROOF GUTTER — AND DOWNSPOUT BY GEN. CONTRACTOR. I I I I I I — — — — — — — — — 4 D.S. I I I ROOF GUTTER I METAL ROOF DECK I I I I I I ROOF PLAN I I D 1/4" = 1'-0" (i(I 0' 5' 15' 30' NOTE: METAL ROOF DECK: BASIS OF DESIGN MBCI CURVED BATTENLOK 22 GAUGE CURVED STRUCTURAL ROOFING PANELS IN 16" WIDE PANELS WITH STANDING SEAMS; SIGNATURE 300 PREFINISHED PANELS TO BE SELECTED FROM MANUFACTURER'S STANDARD RANGE OF COLORS APPLIED OVER GALVALUME SUBSTRATE WITH SMOOTH STIRATED FINISHED. PANELS SHALL BE SECURED DIRECTLY TO STRUCTURAL PURLINS WITH MANUFACTURER'S STANDARD CLIP ATTACHMENTS AT STANDING SEAMS, WITH MANUFACTURER'S STANDARD EDGE DETAILS AND GUTTER AT LOWSIDE OF ROOF, ALL ENGINEERED TO MEET ALL STRUCTURAL REQUIREMENTS IN CONFORMANCE WITH AUTHORITY HAVING JURISDICTION, ALL APPLICABLE CODES, AND AS INDICATED IN THE SPECIFICATIONS AND ELSEWHERE IN THE CONTRACT DOCUMENTS. PROVIDE DESIGN -BUILD SHOP DRAWINGS AND CALCULATIONS PREPARED AND STAMPED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER DOCUMENTING CONFORMANCE WITH ALL REQUIREMENTS. " .11c. j g9" CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1221 East Pike Street -Suite 300 Seattle, WA 98122 www.orarchitects.com CIVIC CENTER PLAYFI ELD EDMONDS, WA 6364 REGISTERED ARCHITECT OWEN RICHARDS STATE OF WASHINGTON KEY PLAN a � a v,Ig PROJECT NUMBER: P3282.04 DRAWN BY: VB / JG REVIEWED BY: OR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: /1\ REV-001 03/13/2020 2 REV-002 08/31/2020 ROOF PLAN SUB M 25 2021 CITY OF EDMONDS DEPARTMENT 4T T 1 TI I EXPRESSED CONTROL JOINTS, TYP. LINEAR WALLWASHER T.O.S. PRECAST CONC. LIGHTS 100'-91, EXTERIOR WALL ELEV. PT-2, TYP. I I I I 4"X14" STEEL BEAM, PT-1 I I I I 8"X8" STEEL POST, PT-1 I I I I r----------------------------------------- r--------------------- I r-------------------- --------- � L______ ___________� i __ I I I I ------------------- ELEV. 84'-0" HISTORY WALL PANELS BY OTHERS APPLIED TO HM FRAME AND DOORS FACE OF CONCRETE. W/ INTEGRAL GLAZING ABOVE, PT-1 NORTH ELEVATION T 2 3 T METAL ROOF DECKING W/ GUTTER SYSTEM I I I I REFER TO A1.1 FOR ADDITIONAL NOTES. 3"X8" DOWNSPOUT, PT-1 I I I I RESTRM BUILDING I I I I 8"X8" STEEL POST, PT-1 I 4"X14" STEEL BEAM, PT-1 I I I I PRECAST CONC. EXTERIOR WALL PT-2 I I I I I P I I I v I I I I 2 SOUTH ELEVATION 1 /4 - 1 0 A 4"X14" STEEL BEAM, PT-1 B A B 2 4"X6" STEEL PURLINS, PT-2 METAL ROOF DECKING A4.0 W/GUTTER SYSTEM DOWNLIGHTS MOUNTED TO REFER TO A1.1 FOR SHADE STRUCTURE A B `3'-0" SIDE OF BEAMS, TYP. I ADDITIONAL NOTES. I I BEYOND. RESTRM BUILDING T.O.S 1 3 100'-9" I A4.0 71 ROOF GUTTER, PT-2 T.0_S. 0 LIGHT FIXTURE I 1 I I 4"X14" STEEL BEAM, PT-1 I I :D I I I I Of 0 I I I PRECAST CONC. 27, 1 I 1 1 EXTERIOR WALL o I I I D.S. PT-2 a; P.T. 2 5 I I A5 I I HM FRAME AND DOORS PT-2 I I I I WEST SECTION/ ELEVATION @ RESTRM BUILDING WEST ELEVATION SHADE STRUCTURE EAST ELEVATION RESTRM BUILDING ROOF��RC�RA�DIUS�...3 /4" = 1'-0"4 1/4= 1'-0"5 1/4" = 1'-0" 1/16" = 1'-0 NOTE: THE RESTROOM BUILDING WILL BE CONSTRUCTED AS A DESIGN -BUILD ELEMENT CONTRACTED DIRECTLY BY THE CITY OF EDMONDS TO A DESIGN -BUILD CONTRACTOR. REFER TO 1/A1.0 FOR ADDITIONAL NOTES. CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1221 East Pike Street -Suite 300 Seattle, WA 98122 www.orarchitects.com CIVIC CENTER PLAYFIELD EDMONDS, WA 6364 REGISTERED ARCHITECT I � OWEN RICHARDS STATE OF WASHINGTON KEY PLAN IBM -- PROJECT NUMBER: P3282.04 DRAWN BY: VB / JG REVIEWED BY: OR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: REV-001 03/13/2020 ZL REV-002 08/31/2020 ELEVATIONS A2 SUB 25 2021 CITY OF EDMONDS DEPARTMENT 1 2 3 4 I I I 1 A4.0 , HM FRAME AND DOORS W/ INTEGRAL GLAZING ABOVE 4"X6" STEEL PURLINS, PT-2 BEAM MOUNTED DOWNLIGHTS I I I 8"X8" STEEL POSTS, PT-1 I I I T T T T T I I I IL a. / a I I I I I I 1 SEWTO N FACING NORTH 1 /4 1 23 4 I I I 4"X6" STEEL PURLINS, PT-2 4"X14" ARC'D STEEL BEAM, PT-1 I I I 8"X8" STEEL POSTS, PT-1 PUMP RM STORAGE/ FLEX I I I GUARDRAIL 3'-6" HT LADDER T. 80 ou a q I I I I ACCESS DOORS TO 81' —0" PLUMBING CHASE ROOF SLOPED TO 2 --a ECTIN FACING NORTH DRAIN 1/4 - 1 0 PT-1 SW 69041 GUSTO GOLD PT-2 SW 7075 1 WEB GREY NOTE: HM FRAMES & DOORS ARE TO BE PAINTED PT-1. 8"x8" STEEL POST, 4"X14" CURVED BEAMS, AND DOWNSPOUTS ARE TO BE PAINTED PT-1. 4"x6" PURLINS ARE TO BE PAINTED PT-2. FLEX NOTE: THE RESTROOM BUILDING WILL BE CONSTRUCTED AS A DESIGN -BUILD ELEMENT CONTRACTED DIRECTLY BY THE CITY OF EDMONDS TO A DESIGN -BUILD CONTRACTOR. REFER TO 1/A1.0 FOR ADDITIONAL NOTES. Lj 3 SECTION FACING EAST 1 /4 - 1-0 T STO AGE/ CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 !* wwj i 1221 East Pike Street -Suite 300 Seattle, WA 98122 www.orarchitects.com CIVIC CENTER PLAYFIELD EDMONDS, WA 6364 REGISTERED ARCHITECT OWEN RICHARDS STATE OF WASHINGTON KEY PLAN 11111-0,11111 �'�11 ` I PROJECT NUMBER: P3282.04 DRAWN BY: VB / JG REVIEWED BY: OR PHASE: PERMIT SET/,'� ISSUE DATE: 03/12/2021 REVISIONS: REV-001 03/13/2020 REV-002 08/31/2020 SECTIONS A3 SUB 25 2021 CITY OF EDMONDS DEPARTMENT rAln (1An CK , PT-1 ROOF EDGE DETAIL 1 1 /2" = V-0" NOTE: SEE A1.1 FOR TYP. NOTE FOR METAL ROOF SYSTEM Q �ONC.BASE 8"X8" STEEL POST, PT-1 DOWNSPOUT, PT-1 CONT. JOINT UPLIGHT COLUMN / DOWNSPOUT PLAN DETAIL 1 1 /2" = V-0" LOW FIXED EAVE PLATE __..1 —.— nnr-rAI nnnr nr/l I/ LOW FLOATING CLIP ROOF OVERHANG DETAIL 1 1 /2" = V-0" METAL ROOF DECK 8"X8" STEEL C 4"X6" STEEL PURLINS, PT-2 1"X14" STEEL BEAM, PT-1 GUTTER, PREFINISHED DOWNSPOUT, PT-1 ROOF GUTTER DETAIL 1 1 /2" = V-0" COLUMN SECTION DETAIL 1 1 /2" = V-0" CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 •wwj 1221 East Pike Street -Suite 300 Seattle, WA 98122 www.orarchitects.com CIVIC CENTER PLAYFIELD EDMONDS, WA 6364 REGISTERED ARCHITECT r � OWEN RICHARDS STATE OF WASHINGTON KEY PLAN a � a PROJECT NUMBER: P3282.04 DRAWN BY: VIB / IGj REVIEWED BY: OR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: 7,'� REV-001 03/13/2020 2 REV-002 08/31/2020 DETAILS A4 SUB ' 25 2021 CITY OF EDMONDS DEPARTMENT RECEPTACLE LEGEND ® DUPLEX RECEPTACLE OUTLET: 125V, 20A; GROUND MOUNTED DUPLEX RECEPTACLE OUTLET: 125V, 20A; WALL OR POLE MOUNTED ® DOUBLE DUPLEX RECEPTACLE OUTLET: 125V, 20A; GROUND MOUNTED DOUBLE DUPLEX RECEPTACLE OUTLET: 125V, 20A; WALL OR POLE MOUNTED ® SPECIAL PURPOSE RECEPTACLE OUTLET: RATING AS INDICATED; GROUND MOUNTED SPECIAL PURPOSE RECEPTACLE OUTLET: RATING AS INDICATED; WALL OR POLE MOUNTED DENOTES EVENT POWER PEDESTAL CONSISTING OF 50/30/20A ® RECEPTACLES WITH INTERNAL BREAKERS, SINGLE POINT OF CONNECTION. RECEPTACLE TYPES LEGEND AC ABOVE COUNTER, MOUNTED 3" ABOVE COUNTER BACKSPLASH �DED DEDICATED CIRCUIT E EMERGENCY CIRCUIT �GFCI GROUND FAULT CIRCUIT INTERRUPTER iG ISOLATED GROUND iG ISOLATED GROUND (ONE OF DOUBLE DUPLEX) �WP GROUND FAULT CIRCUIT INTERUPTER WITH WEATHER PROOF COVER +XX11 +XX" = MOUNTING HEIGHT ABOVE FINISHED FLOOR. 1 NUMBER INDICATES CIRCUIT NUMBER RACEWAY LEGEND CONDUIT CONCEALED ABOVE CEILING OR WITHIN WALL. POWER, AUDIO/VISUAL, GROUNDING. FIRE ALARM, SECURITY SYSTEM, TELECOM SYSTEM OR TELEVISION SYSTEM RACEWAYS. *NOTE: PROVIDE PULLSTRING IN EACH EMPTY RACEWAY. CONDUIT BELOW GRADE OR EMBEDDED WITHIN SLAB. POWER, AUDIO/VISUAL, GROUNDING. FIRE ALARM, SECURITY — — — — — — SYSTEM, TELECOM SYSTEM OR TELEVISION SYSTEM RACEWAYS. *NOTE: PROVIDE PULLSTRING IN EACH EMPTY RACEWAY. — — P — — POWER UTILITY CONDUIT — — —D— — — DATA UTILITY CONDUIT 0----- CONDUIT UP e— — — — — CONDUIT DOWN CONDUIT STUBBED OUT WITH BUSHING NOTE: PROVIDE PULLSTRING IN EACH EMPTY RACEWAY CONDUIT STUBBED OUT AND CAPPED NOTE: PROVIDE PULLSTRING IN EACH EMPTY RACEWAY HOMERUN, REFER TO SHEET NOTES FOR ADDITIONAL INFORMATION PHASE CONDUCTOR(S) GROUNDING CONDUCTOR FT fill ISOLATED GROUNDING CONDUCTOR NEUTRAL CONDUCTOR ELECTRICAL LEGEND AND ABBREVIATIONS ONE -LINE LEGEND Q AVAILABLE FAULT CURRENT CIRCUIT BREAKER CIRCUIT BREAKER IN ENCLOSURE GF CIRCUIT BREAKER, GFI GF CIRCUIT BREAKER, GFI WITH DRAWOUT GROUND ❑T STEP DOWN TRANSFORMER �J CURRENT TRANSFORMER COMPARTMENT AND KWH METER SPD SURGE PROTECTION DEVICE LIGHTING LEGEND INTERIOR LIGHTING DOWNLIGHT FIXTURE, SIZE APPROXIMATELY AS SHOWN; 0 0 RECESSED OR CEILING MOUNTED ^❑ ACCENT LIGHTING FIXTURE, SIZE APPROXIMATELY AS SHOWN; RECESSED OR CEILING MOUNTED 4 4 LIGHTING FIXTURE, SIZE APPROXIMATELY AS SHOWN; 0 WALL MOUNTED LINEAR FLUORESCENT STRIP FIXTURE, SIZE APPROXIMATELY AS SHOWN; CEILING OR PENDANT MOUNTED EXTERIOR LIGHTING 0 LIGHTING FIXTURE, SIZE APPROXIMATELY AS SHOWN; IN -GRADE 4 LIGHTING FIXTURE, SIZE APPROXIMATELY AS SHOWN; BUILDING MOUNTED FLOODLIGHT LIGHTING FIXTURE, SIZE APPROXIMATELY AS SHOWN; POLE MOUNTED LIGHTING FIXTURE, SIZE APPROXIMATELY AS SHOWN; POLE MOUNTED LIGHTING FIXTURE, SIZE APPROXIMATELY AS SHOWN; POLE TOP MOUNTED BOLLARD, SIZE APPROXIMATELY AS SHOWN LIGHTING FIXTURE, SIZE APPROXIMATELY AS SHOWN; Q STEP LIGHT LIGHTING FIXTURE DESIGNATIONS: XX 2 O R1 NUMBER (2) INDICATES CIRCUIT, UPPERCASE LETTER W/ NUMBER (R1) INDICATES RELAY, XX INDICATES FIXTURE TYPE XXE EMERGENCY LIGHTING FIXTURE DESIGNATIONS: 0 XX INDICATES FIXTURE TYPE, E INDICATES FIXTURE CONNECTED TO EMERGENCY POWER OR BATTERY EXIT SIGNS _ EXIT SIGN; WALL MOUNTED; ARROWS AS SHOWN, ILLUMINATED FACE AS INDICATED BY SHADING, CONNECT TO EMERGENCY POWER SYSTEM _ EXIT SIGN; CEILING MOUNTED; ARROWS AS SHOWN, 2) ILLUMINATED FACE AS INDICATED BY SHADING, CONNECT TO EMERGENCY POWER SYSTEM POWER LEGEND SURFACE MOUNTED LPH, LRC, MP OR TC: SIZE APPROXIMATELY AS SHOWN SURFACE MOUNTED LP: SIZE APPROXIMATELY AS SHOWN T❑ STEP DOWN TRANSFORMER XXA/XP INDIVIDUALLY MOUNTED CIRCUIT BREAKER XX = BREAKER RATING AND POLE QUANTITY ="XXA HEAVY DUTY DISCONNECT SWITCH XX = SWITCH RATING (M) MOTOR CONNECTION 0 JUNCTION BOX, CEILING MOUNTED JUNCTION BOX, WALL MOUNTED H H EXTERIOR IN -GROUND HANDHOLE EQUIPMENT NAMING LEGEND E ATS - 2 A / 1,3,5 0 DPH U DPL S LP LPH CIRCUIT NUMBER(S) LRC FIRST OF THIS TYPE ON FLOOR MCC FLOOR LEVEL MP MSB - 1 ATS AUTOMATIC TRANSFER SWITCH DPH DISTRIBUTION PANEL 277/480V DP DISTRIBUTION PANEL 120/208V LP BRANCH CIRCUIT PANELBOARD 120/208V LPH BRANCH CIRCUIT PANELBOARD 277/480V LRC LIGHTING RELAY CABINET MCC MOTOR CONTROL CENTER MP MECHANICAL EQUIPMENT PANELBOARD MSB MAIN SWITCHBOARD PDU POWER DISTRIBUTION UNIT T TRANSFORMER TB TELECOM BACKBOARD TC TELECOM CABINET E EMERGENCY LIFE SAFETY 0 POWER OPTIONAL STANDBY U UPS POWER S LEGALLY REQUIRED STANDBY LIGHTING CONTROLS LEGEND SINGLE POLE SWITCH 2 DOUBLE POLE SWITCH 3 THREE WAY SWITCH T TIMER SWITCH $LV LOW VOLTAGE SWITCH os OCCUPANCY SENSOR; CEILING MOUNTED PE PHOTOCELL; ROOF MOUNTED FACING NORTH ABBREVIATIONS CENTER LINE AFF ABOVE FINISHED FLOOR AIC AMPERES INTERRUPTING CAPACITY AF/AS AMPERE RATING OF FUSE/SWITCH AT/AF AMPERE RATING OF CIRCUIT, BREAKER TRIP/FRAME A/V AUDIOVISUAL BMS BUILDING MANAGEMENT SYSTEM CKT CIRCUIT DPDT DOUBLE POLE DOUBLE THROW DPST DOUBLE POLE SINGLE THROW EC EMPTY CONDUIT ECC ENGNEER'S CONTROL CENTER ELEV ELEVATOR EM EMERGENCY LIGHTING EMT ELECTRICAL METALLIC TUBING EPO EMERGENCY POWER OFF (ER) EXISTING TO REMAIN FCC FIRE CONTROL CENTER FSD FIRE SMOKE DAMPER GFI GROUND FAULT INTERRUPTOR GND GROUND IDF INTERMEDIATE DISTRIBUTION FRAME ROOM IG ISOLATED GROUND MCP MOTOR CIRCUIT PROTECTOR MDF MAIN DISTRIBUTION FRAME ROOM MIC MINERAL INSULATED CABLE MSB MAIN SWITCHBOARD (N) NEW NC NORMALLY CLOSED NO NORMALLY OPEN NITS NOT TO SCALE PVC POLYVINYL CHLORIDE CONDUIT (R) EXISTING TO BE RELOCATED RAC RIGID ALUMINUM CONDUIT RSC RIGID STEEL CONDUIT SCC SECURITY CONTROL CENTER SPD SURGE PROTECTION DEVICE SPDT SINGLE POLE DOUBLE THROW SPST SINGLE POLE SINGLE THROW TEL TELECOM TYP TYPICAL UON UNLESS OTHERWISE NOTED UPS UNINTERRUPTIBLE POWER SUPPLY WP WEATHERPROOF WT WATERTIGHT (X) EXISTING TO BE REMOVED XP EXPLOSION PROOF DRAWING LIST E000 ELECTRICAL LEGENDS & ABBREVIATIONS E001 ENERGY CODE COMPLIANCE FORMS E001A ENERGY CODE COMPLIANCE FORMS E002 ELECTRICAL SCHEDULES E101 ELECTRICAL DEMOLITION SITE PLAN - NW E102 ELECTRICAL DEMOLITION SITE PLAN - NE E103 ELECTRICAL DEMOLITION SITE PLAN - SW E104 ELECTRICAL DEMOLITION SITE PLAN - SE E200 ELECTRICAL SITE PLAN - OVERALL E201 ELECTRICAL SITE PLAN - NW E202 ELECTRICAL SITE PLAN - NE E203 ELECTRICAL SITE PLAN - SW E204 ELECTRICAL SITE PLAN - SE E300 ELECTRICAL RESTROOM PLAN E500 ONE -LINE DIAGRAM E600 ELECTRIAL PANEL SCHEDULES E700 ELECTRICAL DETAILS CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 REYES ENGINEERING PASSION CREATIVITY SUSTAINABILITY 800 Fifth Ave, Suite 4100 Seattle, WA 98104 Tel: (503) 771-1986 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRES 09/03/2022 ir— T� PROJECTP3282.0i D- REVIEWED BY: PHASE: PERMIT SET ISSUE DATE, 03/12/2021 REVISIONS: ELECTRICAL LEGENDS & ABBREVIATIONS Enfl OMUB Mar 25 2021 Project Info Project Title: CIVIC CENTER PLAYFIELD Date 12/6/2019 Compliance Applicant Information_ Provide contact information for individual who can For Building Department Use forms do not respond to inquiries about compliance form information provided Company Name REYES ENGINEERING require a password to Company Address: 800 5TH AVE. #4100, SEATTLE, WA 98104 use. Instructional and Applicant Name: SHANNON WICK calculating cells are wnte- prolected Applicant Phone 206-347-0077 Applicant Emait swick@reyeseng.com Project Description ® New Building QAdd,tion QANeration Q No Lighting Scope Include PROD -SUM form (included in envelope fors workbook) wth lighting compliance forms. Interior Lighting System Description ® Interior Lighting Plans Included Interior Lighting Power 0 Building Area Method ® Space -by -space Method Allowance Method Select method used in project Interior Lighting Controls m All C405.2.1 - C405.2.8 Lighting Controls aC4052 Exception 5 Luminaire Level Lighting Controls ILLLC) Additional Efficiency Package Option C406.4 Enhanced Digital Lighting To comply wth C406.4, no less than 90% of the total installed interior hghhng power shall comply wth required controls per C406.4. Dwelling Unit Interior Permanentlyinstalledinteriorlightingfixturesindwsrfingunitscomplywth: No Dwelling Lighting QC405.2 ttYu C405.5Commercial Lighting Controls and LPA Unts C) C406.3 High Efficacy Lighting Q R404.1 Residential High ENlcacy Lighting Dwelling unit fighting complies wth WSEC Residential provisions in lieu of WSEC Commercial provisions. Exterior Lighting System Description ® Fxtenor Lighting Plans included Building Additions ComplianceMefhod kilenor lighting E49dor iiyh a Lighting systems in addition area oorr" with all applicable 0 provisions as a stand alone new construction project Refer to Section C502 2.6 for additional requirements Lighting systems in addition are combined with eiasgng building ighbrig systems to demonstrate compliance AddWn is combined with existing: For interior lighting projects, include new + existing-lo-remain inlenor lighting fixtvre wattage it Proposed lighting Wattage table in LTG-INT-BLD orLTG-INT-SPACE form. For exterior lighting projects. include new + existing -to -remain exterior lighting fixture wattage it Proposed Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG-EXT form Project Title: CIVIC CENTER PLAYFIELD Date 12/6/2019 Exterior Lighting 10 Zone 1 ie Zone 2 Q Zone 3 Zone 4 For Building Department Use Zone Exterior Lighting Zone selection required to enable LTG-EXT form. Zones are defined in Table C405.5.2(1) and specified by the Calculation Area New construction Q Addition - stand alone Q Addition + existing o Alteration with < 50% 0 Alteration with z 50% ext. User ext. wattage replaced wattage replaced Note Building Grounds Q Efficacy > 80 lumens/watt Q Exemption Applies to individual 0 Controlled by motion sensor luminaires> 100 Walls Tradable Maximum Allowed Lighting Wattage""' Base Site Allowance: 600 Area (ft), perimeter Allowed Watts Allowed Watts Tradable Surfaces Surface Description (10 or # of items per ft` or per If x ft` (or x If) NOTE z Grounds Walkways >10' wide Sprague & 6th Ave ROW Lighting, Plaza and 6174 3 1= i/ t r 2 8 4 a Petanque Grove, Track, Shade Structure Total Allowed Tradable + Site Allowance Watts: 9245 Number of Wafts per Watts Tradable Surface Fixture DescriptionNOTe4.5 Fixtures Fixture "0"6 Proposed Grounds Walkways >10' wide Type FA, LED pedestrian poles with integral driver. Grounds Walkways >10' wide Type FF, LED wall mounted downlight with intrgal 1 1 11 driver Grounds Walkways >10' wide Type FJ. LED wall mounted wall washer with ., integral driver. Grounds Walkways >10' wide Type FK, LED ingrade linear uplights with intergral driver. Grounds Walkways >10' wide Type FL, LED ingrade uptght with remote driver. 8 4 Non=Tradable Maximum Allowed Lighting Watts e"""' g g g Site Allowance Remaining: 600 Non -Tradable Surfaces Surface Descnption Area (), perimeter (10 or # of items Allowed Watts per ft2, If or item Allowed Watts x ft2 (or x If) NOTL 2 Non -Tradable Surface Fixture Description NOTE 4 ' Number of Fixtures Watts per Fixture NOTE ° Watts Proposed Project Title: CIVIC CENTER PLAYFIELD Date 12/6/2019 Change of Space Use a Existing interior lighting systems in areas under -going a change in space use are upgraded to comply with LPAs for the new space types per Tables C405.4.2(1) or C405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG-INT-BLD or L TG-INT-SPA CE form. Interior and Exterior Lighting Power Interior lighting Parking garage Exterior lighting Lighting Alterations 50% or more of existing are replaced Q Q 0 Select all Lighting Pother and Lighting Control elements that apply to the scope ....... ....... ....... ....... ... __ __ . .... ........ ...... .-_..... _...... _..... _...... _...... _...... ... Less tl1en 50% of existing are replaced; Q 0 Q of the retrofit project if project includes a combination of spaces where less than Lamp and/or ballast replacement only 0 0 13 50% of the existing fixtures are replaced — existing total wattage not increased i in some spaces, and 50% or more of the fixtures are replaced in others, then 50% or more replaced - Total lighting poser of now + existing-to-romain fixtures shall comply Wth provide separate lighting power total LPA per Sections C405.4.2 and C405.5.2. Include new+ existing -to -remain fixtures in compliance forms for the two retrofit Proposed Lighting Wattage table in LTG-INT-BLD. LTG-INT-SPACEor LTG-EXT form. conditions. Spaces undergoing the same Less than 50% replaced - Total lighting pother of new + existing -to -remain fixtures shall not exceed type of retrofit may be combined into one the total lighting poser prior to alteration. Include new + existing -to -remain fixtures in the Proposed lighting power compliance form. Lighting Wattage table in LTG-INT-BLD, LTG-iNT-SPACE or LTG-EXT form. 50% threshold applies to numberof luminaires for interior spaces and parking garages, and total Refer to Section C503.6 for additional installed wattage for exterior luminaires. requirements. Lighting Controls Interior lighting Parking garage Exterior lighting All alteration lighting controls shall be .._ ..... ........ .... _ . _ ......_...... _.... ._........... ........_...._i-..._.............. _......... ................ New wiring installed to serve added rommissionedperC408.3. fixti res and/or fixtures relocated to [3 13 13 new circuits) -....... ....... ....... ....... ....... ....... ....... ....... ...... -...... ...... _...... ...... _...... _...... _...... _...... _...... _ New or moved lighting panel 13 0 Q ........ ....... ....... ....... .............- ....-- ....--....._....... ...... -...... _...... -...... _...... _... ..._......_...._......_......_......_......_......_..... Interior space is reconfigured - luminaires unchanged or relocated ........ ....... ....... .... .......... _....... ....... ....... ....... .....--... ...:......_......_......_......_......_......_......_......_......_......_......_......_...._......_..._._..._._..._._..._.... New wiring or circuit - Forinteriorlighting, provide required manual controls per C405.2.3, occupancy sensor controls per C405.2.1, daylight responsive controls per C405.2.4 and application Q No changes are being made to specific lighting controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7. the interior or exterior lighting New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic systems and existing space time switch controls per C405.2.2. uses and configuration are not Reconfigured interior space - Provide all required lighting controls that apply to a new interior changed. space. Application specific fighting control provisions per C405.2.5 do not apply to reconfigured Project Title: CIVIC CENTER PLAYFIELD Date 12/6/2019 Calculation Area NOTE' , New Construction G Addition Addition - 0 Spaces where < 50% of 0 Spaces where z 50% of 0 Spaces where the Use For Building Department Use LPA Calculation Type Is Standard 0 Additional Efficiency Package Option C406.3 Reduced Interior Lighting To comply wth C406.3, the Proposed LPD shall be 25% bwer than the Target LPA. Refer to C406.3 for additional requirements. User Note Maximum Allowed Lighting Wattage" Location (plan #, room #) Space Type Ceiling HeightNOTE2 Gross Interior Area in ft` Allowed Watts per It Watts Allowed (watts/W x area) Pump Room, Storage Room Storage room - _ _ O.500 1 95 Total Area 391 Retail Display Allowance from LTG-INT-DISPLAY Lobby Art/Exhibit Display Allowance from LTG-INT-DISPLAY NOTE 8� Allowed Watts 196 Location (plan #, room #) Fixture Descriptxxi NOTE 5 s Number of Fixtures Watts/ Fixture NOTE Watts Proposed Pump Room, Storage Room Type FD, LED surface mounted linear downlight with integral driver. Proposed Retail Display Lighting from LTG-INT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Waftsl 160 Interior Lighting Power Allowance COMPLIES CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 REYES ENGINEERING PASSION CREATIVITY SUSTAINABILITY 800 Fifth Ave, Suite 4100 Seattle, WA 98104 Tel: (503) 771-1986 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRES PROJECT NUMBER: P3282.04 DRAWN BY: RV REVIEWED BY: FVR PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: ENERGY CODE COMPLIANCE FORMS E094UB Mar 25 2021 Lighting, Motor,and Electrical Permit' • 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3 R4 over 3 stones and all R1 Revised Nov 2017 Project Title: CIVIC CENTER PLAYFIELD Date 12/6I2019 The following information is necessary to check a permit application for compliance with the tighbng. motor, and electncal requirements in the Washington State Energy Code Commercial Provisions Applicability Code Locator in Budding Department ,es no nal I Section Component Gompkance information required in permit documents Documents Notes _IGHTING CONTROLS Yes C405 2 Lighting controls, For all lighting fixtures indicate lighting control method on plans general for spaces and lighting zone(s) served, or exception taken Luminaue level Indicate on plans as fixtures provided with LLLC in lieu of NA C4052 lighbng controls C405 2 lighting controls. provide description of control (LLLC) capabilities and performance parameters For permanently installed lighting fixtures in dwelling units, NA C405.1 Lighting in dwelling indicate lightreg control method on plans for spaces and units lighting zones) served or demonstrate compliance with high efficacy exception C405 2 3 Indicate on plans the method of manual lighting control C405 2 1 1 (whether combined with occupancy sensor, automatic light Yes C405 2 2 2 Manual controls reduction daylight responsive Of epecitic application controls), C405 2 4 location of manual control device and area or specific C405.2.5 application it serves C405.2 2 1 Manual interior light Indicate on plans which method of manual 50% lighting load NA C4052 2 2 reduction controls reduction is provided, or whether lighting bad is reduced via C405.2,3 p rlcy sensors or daylight responsive controls occupancy Indicate on plans the method of automatic shut-off control during unoccupied periods (occupancy sensor. time switch or Method of automatic digital timer switch( for all lighting zones, t es ,40522 shut-off control Indicate locations where automatic shutoff is provided by other methods (occupancy sensor or digital timer switch) or which hme switch control exception applies Indicate on plans the spaces served by occupancy sensors, Indicate whether occupancy sensor controls are configured to 10521 a,pancy sensor W5 2 1 1 nitol3 be manual -on automatic 50 / •on, or serve a space eligible for automatic 1 00a-on per exception ,'cupancy sensor Indicate aisleways and open areas in warehouse spaces NA C405 2 1 2 ntrols - provided with occupancy sensor controls that reduce lighting "ehouses power by 50% NA C405.2 2 1 lornatic time Indicate locations of override switches on plans and the lighting ..itch controls zones) served. include area sq ft NrA C405 2 6 Digital timer switch Indicate digital bmer switch control includes manual onioff, time . audible and visual indication of snpendin time-out Indicate primary and secondary sidelight daylight zone areas on plans, include sq ft. Indicate toplight daylight zone areas on plans, include sq. ft., NA C405 2 4 2 Daylight zones - C405.2.4.3 Sidelight and toplight For small vertical fenestration assemblies (rough opening less than 10 percent of primary daylight zone) where daylight responsive controls are not required, provide fenestration area to daylight zone calculation(s) Indicate on plans lighting zone(s) served by daylight responsive controls' Identify sidelight and toplight daylight zones that are not provided with daylight sensing controls and die exceptions) NA C405.2,4 Daylight responsive that apply, Indicate on plans the lighting load reduction method - controls continuous dimming, or stepped dimming that provides at least two even steps between 01i -100 % of rated power Indicate that daylight sensing controls are configured to completely shut off all controlled lights in the Irghtinng zone dditional controls - Identify � spaces and lighting fixtures on plans that require NA Cd05 2 5 Specific application specific application lighting controls per this section lighting controls Indicate on plans that display and accent lighting, and display t05 2 5 - Display and accent case lighting are controlled independently from both general NA ns 1 &2 lighting area lighting and other lighting applications within the same space' Indicate manual and automatic lighting control method Lighting, Motor, and Electrical Permit Checklist, Pg. 4 LTG-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised Nov 2017 CIVIC CENTER PLAYFIELD Date 12/6/2019 The following information is necessary to check a permit application for compliance with the lighting, motor, and electncal requirements in the Applicability Code Location in Budding Department (yes,no,na) Section Component Compliance information required in permit documents Documents Notes LIGHTING ALTERATIONS Where 2 50% of existing luminaires in interior space(s) or parking garage are replaced; indicate compliance path (building area or space -by -space method); include all new and existing - to -remain luminaires in compliance form (LTG-INT-BLD or LTG- INT-SPACE); indicate proposed lighting wattage does not Intenor and parking exceed maximum allowed per compliance path NA C503.6 garage lighting fixture alterations Where < 50% of existing luminaires in interior space(s) or parking garage are replaced; indicate total existing lighting wattage in each space prior to alteration; include all new and existing -to -remain luminaires in LTG-INT-SPACE form; indicate proposed total lighting wattage in alteration area does not exceed total existing lighting wattage prior to alteration Where 2 50% of existing extenor lighting wattage is replaced; include all new and existing -to -remain luminaires in LTG-EXT form; indicate proposed total exterior lighting wattage does not exceed maximum allowed NA C503 6 Exterior lighting fixture alterations Where < 50% of existing exterior lighting wattage is replaced; indicate total existing lighting wattage prior to alteration; include all new and existing -to -remain luminaires in LTG-EXT form; indicate proposed total exterior lighting wattage does not exceed total existing wattage prior to alteration Where new wiring is installed to serve new interior luminaires Interior lighting wiring and /or luminaires are relocated to a new circuit; indicate NA alterations lighting controls are provided (as applicable) - manual (C405.2.3); occupancy sensor (C405.2.1); daylight responsive (C405.2.4); specific application (C405.2.5); exit signs (C405.3) Exterior lighting Where new wiring is installed to serve new exterior luminaires NA C503.6 wiring alterations and /or luminaires are relocated to new circuit: Indicate exterior lighting controls are provided (C405.2.7) Where a new lighting panel is Installed or an existing panel is Lighting panel moved (all new raceway and conductor wiring); indicate lighting NA C503.6 alterations controls are provided (as applicable) - same provisions as wiring alterations; time switch controls and manual light reduction controls (C405.2.2) Where interior space(s) is reconfigured (permanently installed NA C503.6 Intenor space walls or ceiling -height partitions); indicate lighting controls are reconfiguration provided (as applicable) - same provisions as lighting panel alterations Identify existing luminaires being upgraded with bulb and / or NA C504.2 Lighbng repairs ballast replacement: indicate fixture alteration does not increase existing fixture wattage Identify spaces on plans where the building area type or space use type is being changed from one type to another per Tables C405.4.2(1) or (2) Indicate compliance path (building area or space -by -space NA = 1 Change of space use method); include all new and existing -to -remain luminaires in compliance form (LTG-INT-BLD or LTG-INT-SPACE); indicate proposed lighting wattage does not exceed maximum allowed per compliance path RECEPTACLES Identify all controlled and uncontrolled receptacles on electrical plans in each space in which they are required. include receptacle configuration such as spacing between controlled NA C40510Controlled and uncontrolled, duplex devices, etc; receptacles Indicate on plans whether the method of automatic control for each controlled receptacle zone is by occupant sensor or programmable bme-of-day control Lighting, Motor,and Electrical Permit' • 2015 Washin ton State Ener Code Com iance Forma for Commercial Buildi s includin R2, R3, R4 over 3 stories and al R1 Revised Nov 2017 Project Title: CIVIC CENTER PLAYFIELD Date 12 / 6i 2019 The following information is necessary to check a permit application for compliance wrfh the 4ghbng, motor, and electrical requirements in the Applicability Code Location in Budding Department Iyes.no.na) Section Component Compliance information required in permit documents Documents Notes C405.2.5 - Holel'motel guest Indicate method of automatic control - vacancy or captive key NA Item 3 control of all installed luminaires and switched receptacles In rooms guest room C405 2 5 - Supplemental task Indicate method and location of automatic shut-off vacancy NA control for supplemental task lighting including under -shelf or ri 4 Ighbng under -cabinet lighting Indicate on plans eligible non -visual lighbng applications include sq ft, area of each lighting control zone: Indicate on plans that non -visual lighting are controlled i52 5 • Lighting for non. h . , 5 visual applicationsno.independently from both general area lighting and other lighting applications within the same space, Indicate method of manual lighting control and applicable automatic lighting Control Indicate on plans that lighting equipment for sale or demonstration are controlled independently from both general 405 2 5 - Lighting equipment area lighting and other lighting applications within the same NA Item 6 for sale or space. demonstration Indicate method of manual lighting control and applicable automatic lighting control Identrty on plans egress fixtures that function as both normal and emergency means of egress illumination: Provide calculation of lighting power density of total egress 7405 2 5 - ins of egress lighting 7 tin9 If total egress lighting power density is greater than 0 02 W/sq tt , indicate on plans egress fixtures requinng automatic shut-off during unoccupied periods, Indicate method of automatic shut-off control Indicate on exterior lighting plans and fixture schedules the automatic lighting control method, control sequence, and locations served. For budding facade and landscape lighting. indicate automall:. controls shut off lighting as a function of dawnidusk and fixed Yes C405.2.7 - Ronor lighting openingiclosing time. rile For all other extenor lighting, indicate automatic controls shut off lighting as a function of available daylight. include control sequence that also reduces lighting power by at least 30% between 12am-6am or from 1 hour after closing to 1 hour before opening, or based upon motion sensor building grounds fixtures greater than 100 watts, indicate on ;unpr buildingFor plans whether futures have efficacy greater than 80 lumens or; NA C405.5,1 yruunds lighting are controlled by motion sensor, or are exempt lighting per controls C405 5 2 Indicate location(s) of master control switch(es) intended to �)5.2.5 Area co- control multiple independent switches, circuit breaker may not Ye • 'ed after Master control lea used as a master control switch-, .05 7 7 switches and circuit power limit Venfy that no 20 amp circuit controlled by a single switch or automate oontn% is loaded beyond 80% ADDITIONAL EFFICIENCY PACKAGE OPTION - ENHANCED DIGITAL LIGHTING CONTROLS To comply with additional efficiency package option. indicate on plans all interior lighting fixtures that are individually addressed and provided with continuous dimming, or exception taken. NA G406.4 h:inceo digital Include calculation of percent total Installed interior lighting long controls power that is configured with required enhanced lighting control functions (min 90 1. to comply with additional efficiency package option) Lighting, Motor, and Electrical Permit Checklist, Pg. 5 LTG-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised Nov 2017 CIVIC CENTER PLAYFIELD Date 12/6/2019 The following information is necessary to check a permit application for compliance with the lighting, motor, and electncal requirements in the Applicability Code Location in Budding Department (yes,no,na) Section Component Compliance information required in permit documents Documents Notes MOTORS, TRANSFORMERS, ELECTRIC METERS, INTERIOR TRANSPORTATION NA C405.6 Electrical Include electrical transformer schedule on electrical plans: transformers indicate transformer size, efficiency, or exception taken NA C405.7 Dwelling unit electrical energy Indicate on electrical plans that each dwelling unit in Group R-_ consumption has a separate electrical energy meter Electric motor Include all motors. including fractional hp motors• in electric Yes C405.8 efficiency motor schedule on electrical plans; indicate hp, rpm, rated efficiency. or exception applied For luminaires in each elevator cab. provide calculated average efficacy of combined fixtures that indicates efficacy is not less than 35 lumens per watt; Indicate rated watts per cfm for elevator cab ventilation fans do NA C405 9.1 Elevator cabs not exceed 0-33 watts per cfm; Indicate automatic controls that de -energize lighting and ventilation fans when elevator is stopped and unoccupied for a period of 15 minutes or more Escalators and Indicate escalators comply with ASME At 7.1 /CSA B44: NA C405 9.2 moving walks automatic controls are configured to reduce operational speed Ito the minimum permitted when not in use NA C405.9.3 Regenerative drive Indicate all one-way down or reversible escalators are provided with a variable frequency regenerative drive DOCUMENTATION AND SYSTEM REQUIREMENTS TO SUPPORT COMMISSIONING (Cx) Indicate that all electrical systems (receptacles, transformers, motors, vertical and horizontal transportabon) for which the WSEC requires control functions and / or configuration to Scope of electrical perform specific functions are required to be commissioned; NA C408 3 power and lighting systems Where total building lighting load is > 20 kW, or where total commissioning lighting load of luminaires requiring daylight sensing and / or occupancy control > 10 kW, indicate that all automatic lighting control systems are required to be commissioned; or provide building lighting power calculation demonstrating eligibility for exception; Indicate Cx requirements in plans and specifications for all applicable electncal and lighting control systems per C408; Include general summary with at minimum Items 1 thru 4 of the C405.13 Commissioning Cx plan per C408.1.2 including. narrative description of C408.1.1 activibes, responsibilities of the Cx team, schedule of activities NA C408.1.2 requirements in including verification of project close out documentation per C408.1.4.2 construction C103.6, and conflict of Interest plan (If required): C103.6 documents Include in general summary that a Cx project report or Compliance Checklist (Figure C408.1.4.2) shall be completed by the Certified Cx Professional and provided to the owner prior to the final electrical inspection Functional Identify in plans and specifications the intended operation of all NA C408 3 1 performance testing equipment and controls during all modes of operation, including criteria interfacing between new and existing -to -remain systems PROJECT CLOSE OUT DOCUMENTATION Indicate in plans that project close out documentation is Project close out required including WSEC lighting compliance forms and NA C103.6.3 documentation calculations that document all interior and exterior lighting area requirements and / or surface types, lighting power allowances and installed densities If "no" is selected for any question, provide explanation: Lighting, Motor,and Electrical Permit • 2015 Washington State Energy Code Compliance Forms for Commercial Buildin s including R2, R3, R4 over 3 stories and all R1 Revised Nov 2017 Project Title: CIVIC CENTER PLAYFIELD Date 12/6/2019 The following information is necessary to check a permit application for compliance with the lighting, motor, and electncal requirements in the Applicability Code ocation in Budding Department yos,no,na) I Section I Component Compliance information required in permit documents Documents Notes INTERIOR LIGHTING POWER & EFFICACY Include all luminaires in lighting fixture schedule: indicate fixture types, lamps, ballasts, and manufacturer's rated watts per fixture; Identify spaces eligible for lighting power exemption on plans C405.4 1 Total connected and in compliance forms; indicate the exception applied: Yes C405 4.2 interior lighting power Identify lighting equipment eligible for lighting power exemption in fixture schedule and in compliance forms: Indicate the exception applied; Indicate that exempt lighting equipment is in addition to general area lighting and is controlled Independently NA C405.3 Exit signs Indicate location of exit signs on plans and rated watts per fixture in lighting fixture schedule (maximum 5 watts per side If high efficacy exception is applied to permanently installed Lighting in dwelling lighting fixtures In dwelling units. Indicate in lighting fixture NA C405.1 units -lamp efficacy schedule if lamps in fixtures are high efficacy per R404.1. Calculate percentage of fixtures with high efficacy lamps in project (min 75% to comply with exception). Interior Li ing Power Calculation - Indicate coin liance path taken Budding Area Complete required compliance forms - proposed wattage per NA C405.4.21 Method building area does not exceed maximum allowed wattage per building area: identify locations of budding areas on plans Complete required compliance forms - total proposed wattage Yes C405.4.2.2 Space -By -Space does not exceed maximum allowed wattage; identify locations Method of space types on plans, including retail display areas, lobby art & exhibit display areas, and ceiling heights as applicable ADDITIONAL EFFICIENCY PACKAGE OPTION - REDUCED INTERIOR LIGHTING POWER DENSITY To comply with additional efficiency package option, Reduced lighting demonstrate in compliance forms that total connected interior NA C406.3 power density lighting wattage is 25% less than the total maximum allowed lighting wattage via Building Area Method or Space -By -Space Method Reduced lighting For project with dwelling units, to comply with additional power density - efficiency package option indicate In lighting fixture schedule if NA C406.3 dwelling unit lamp lamps in interior fixtures have efficacy rating of 60 lumens per efficacy watt or more. Calculate percentage of fixtures with lamps that have this efficacy rabng (min 95% to comply with opbon) EXTERIOR LIGHTING POWER & EFFICACY Include all luminaires in lighting fixture schedule; indicate fixtu•r types, lamps, ballasts, and manufacturer's rated watts per fixture; Identify extenor applications eligible for lighting power Total connected Yes c4 exterior lighting exemption on plans and in compliance forms; indicate exception applied; power Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting; include exception claimed for each fixture or group of fixtures under exception category Yes Table C405.5.2(1) Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ Extenor building For building grounds fixtures rated at greater than 100 watts Yes G405.5.1 grounds lighting that are complying based on efficacy. Indicate rated lamp efficacy (in lumens per watt) in fixture schedule Exterior lighting Complete required compliance form - proposed wattage for Yes C405.5.2 power calculations exterior lighting plus base site allowed does not exceed maximum allowed End of Lighting, Motor & Transformer Permit Documents Checklist CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKERIMACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 REYES ENGINEERING PASSION CREATIVITY SUSTAINABILITY 800 Fifth Ave, Suite 4100 Seattle, WA 98104 Tel: (503) 771-1986 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRES I I'I"I •',/ fir` T PROJECT ■ ,g r-' D BY FVR PHASE: PERMIT SET ISSUE DATE. 03/12/2021 REVISIONS: ENERGY CODE COMPLIANCE FORMS E004 6 Mar 25 2021 Edmonds Civic Center Playfield Lighting Fixture Schedule (see attached fixture details) Issued for Bid Set 29 Jan 2020 Type Description Location Watt Voltage Pole mounted LED pedestrian area light with nominal 27-1/2" diameter x 12-5/8" tall Walkways, FA housing; integral electronic driver; and rated Plaza and 30W Per E.E. for use in wet locations (IP65 rating). Petanque Grove Nominal 13'-8" tall x 3"-5" tapered round aluminum hinged pole. Pole mounted LED area light with nominal 26" wide x 19" tall x 25" long aluminum housing; powder -coat finish; integral electronic driver; and listed for use in wet locations (IP65 FB rating). Playfield 3510W Per E.E. Fixtures to be mounted to 60' tall galvanized steel pole. Each pole to have three (3) fixture heads. Fixtures, poles, control gear, and accessories to be provided by the same manufacturer. Pole mounted LED area light with nominal 26" wide x 19" tall x 25" long aluminum housing; powder -coat finish; integral electronic driver; and listed for use in wet locations (IP65 1713-1 rating). Playfield 2340W Per E.E. Fixtures to be mounted to 60' tall galvanized steel pole. Each pole to have two (2) fixture heads. Fixtures, poles, control gear, and accessories to be provided by the same manufacturer. FC DELETED FD DELETED FE DELETED Wall mounted LED downlight integrated into sunshade structure with nominal 5-1/2" diameter x 12-1/4" tall x 8-3/8" deep FF aluminum cylindrical housing; 45' beam Shaded Area 14W Per E.E. spread; clear tempered glass diffuser; integral electronic dimming driver; and rated for use in wet locations (IP65 rating). FG DELETED FH DELETED FH-1 DELETED FI NOT USED Wall mounted LED downlight with nominal 3- 1/2" diameter x 60" long extruded aluminum FJ housing; 26 degree beam spread; clear acrylic Restroom 65W 24V DC lens; remote electronic dimming driver; and listed for use in wet locations. FK DELETED In -grade LED uplight with nominal 3-5/8" diameter x 4-5/8" deep anodized aluminum housing; aluminum reflector; 12 degree distribution; tempered glass lens; remote Shaded FL electronic dimming driver; and listed for use in Structure 8W 24 VDC wet locations (IP 66). Provide mounting kit as required based on field conditions. Wall mounted LED downlight with nominal 7- FM 7/8" wide x 3-3/4" tall x 2-3/8" deep die-cast Restrooms 6W Per E.E. aluminum housing; matte safety glass; and integral electronic dimming driver. Recessed LED steplight with nominal 2-3/4" tall x 10-1/8" long x 5" deep die-cast Stairs FN aluminum housing; aluminum reflector; white (Throughout) 9W Per E.E. safety glass; and integral electronic dimming driver. Notes: Contractor to confirm all input wattages with specified voltages. 4'4C. 1 S9NJ CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 REYE� ENGINEERING PASSION CREATIVITY SUSTAINABILITY 800 Fifth Ave, Suite 4100 Seattle, WA 98104 Tel: (503) 771-1986 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRES 09/03/2022 III I - 'I„I •'� r1 PROJECTP3282.,, DRAWN BY: QV I REVIEWED BY FVR PHASE: PERMIT SET ISSUE DATE, 03/12/2021 REVISIONS: ELECTRICAL SCHEDULES E09-2UB Mar 25 2021 DEVELOPMENT SERVICES DEPARTMENT 0 GENERAL NOTES SD SD = � SD SD A. EXISTING RECEPTACLES, LIGHT FIXTURES AND POWER CONNECTIONS ARE SHOWN IN LOCATIONS AS INDICATED BY SURVEY. B. EXAMINE THE SITE AND VERIFY ALL EXISTING CONDITIONS PRIOR TO WORK. COORDINATE AREAS OF DEMOLITION WITH ARCHITECT/ENGINEER IN FIELD PRIOR TO ACTUAL DEMOLITION C. WHERE DEVICES OR EQUIPMENT IS TO BE REMOVED, REMOVE BACK TO PANEL ALL CONDUITS, CONDUCTORS, J-BOXES AND SUPPORT ASSOCIATED WITH DEVICES AND EQUIPMENT IN DEMOLITION SCOPE. LEGEND Sp \ SD \ SD \ SD \ SD \ SD \ SD \ SD \ Sp vv �vv r I I — vO .s i U) H I c/) T \ U) O U I \ S U I c Q w—{— w W-1 v II Iw 1.1 SD SD SD SD SD SD SD i v I 0 W W W W W W W W W W W W U)I i W� i v � i � I i �;,------------------------, i w W w w —GcG G G G rn ►T 30' 80 U _ ' (A T~ w ' --- Q W w �IR �R w w_ w W W W w W w W W Ww— — OH OH OH OH OH OH OH W w w� I 00 — C ~ ' I � �I 3 U 0 I co U LP I I \ 101 _ U~U IRR —W w W w w W W W W�"W W w W W— E103 IRR 0 U) W\ w\ , W w Q U) U~ IRR ELECTRICAL DEMOLITION SITE PLAN - NW 1 " = 20" INDICATES AREA OF ELECTRICAL EQUIPMENT, RECEPTACLES, LIGHT FIXTURES AND POWER CONNECTIONS TO BE REMOVED. N 0 5 10 20 40 SCALE: 1 " = 20'-0" (1) CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKERIMACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 REYES ENGINEERING PASSION CREATIVITY SUSTAINABILITY 800 Fifth Ave, Suite 4100 Seattle, WA 98104 Tel: (503) 771-1986 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRES 09/03/2022 � � I '"' i r — T� PROJECTP3282.1 .- REVIEWED BY: PHASE: PERMIT SET ISSUE DATE. 03/12/2021 REVISIONS: ELECTRICAL DEMOLITION SITE PLAN - NW UB Mar 25 2021 DEVELOPMENT SERVICES DEPARTMENT GENERAL NOTES A. EXISTING RECEPTACLES, LIGHT FIXTURES AND POWER CONNECTIONS ARE SHOWN IN LOCATIONS AS INDICATED BY SURVEY. B. EXAMINE THE SITE AND VERIFY ALL EXISTING CONDITIONS PRIOR TO WORK. COORDINATE AREAS OF DEMOLITION WITH ARCHITECT/ENGINEER IN FIELD PRIOR TO ACTUAL DEMOLITION C. WHERE DEVICES OR EQUIPMENT IS TO BE REMOVED, REMOVE BACK TO PANEL ALL CONDUITS, CONDUCTORS, J-BOXES AND SUPPORT ASSOCIATED WITH DEVICES AND EQUIPMENT IN DEMOLITION SCOPE. LEGEND ELECTRICAL DEMOLITION SITE PLAN - NE 1 " = 20" INDICATES AREA OF ELECTRICAL EQUIPMENT, RECEPTACLES, LIGHT FIXTURES AND POWER CONNECTIONS TO BE REMOVED. N 0 5 10 20 40 SCALE: 1 " = 20'-0" (1) CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 REYEs ENGINEERING PASSION CREATIVITY SUSTAINABILITY 800 Fifth Ave, Suite 4100 Seattle, WA 98104 Tel: (503) 771-1986 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRES 09/03/2022 I I'I"I •',/ fir` PROJECTP3282.,, DRAWN BY: QV I REVIEWED BY: FVR PHASE: PERMIT SET ISSUE DATE, 03/12/2021 REVISIONS: ELECTRICAL DEMOLITION SITE PLAN - NE Ef% n 1WUB Mar 25 2021 DEVELOPMENT SERVICES DEPARTMENT EDMONDS ELECTRICAL DEMOLITION SITE PLAN - SW 1 " = 20" w— - SS - p- GENERAL NOTES A. EXISTING RECEPTACLES, LIGHT FIXTURES AND POWER CONNECTIONS ARE SHOWN IN LOCATIONS AS INDICATED BY SURVEY. B. EXAMINE THE SITE AND VERIFY ALL EXISTING CONDITIONS PRIOR TO WORK. COORDINATE AREAS OF DEMOLITION WITH ARCHITECT/ENGINEER IN FIELD PRIOR TO ACTUAL DEMOLITION C. WHERE DEVICES OR EQUIPMENT IS TO BE REMOVED, REMOVE BACK TO PANEL ALL CONDUITS, CONDUCTORS, J-BOXES AND SUPPORT ASSOCIATED WITH DEVICES AND EQUIPMENT IN DEMOLITION SCOPE. LEGEND INDICATES AREA OF ELECTRICAL EQUIPMENT, RECEPTACLES, LIGHT FIXTURES AND POWER CONNECTIONS TO BE REMOVED. N 0 5 10 20 40 SCALE: 1 " = 20'-0" (1) CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKERIMACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 REYES ENGINEERING PASSION CREATIVITY SUSTAINABILITY 800 Fifth Ave, Suite 4100 Seattle, WA 98104 Tel: (503) 771-1986 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRES 09/03/2022 PROJECT NUMBER: ,, .' . BY: FVR PHASE: PERMIT SET ISSUE DATE. 03/12/2021 REVISIONS: ELECTRICAL DEMOLITION SITE PLAN - SW El 93UB Mar 25 2021 DEVELOPMENT SERVICES DEPARTMENT GENERAL NOTES A. EXISTING RECEPTACLES, LIGHT FIXTURES AND POWER CONNECTIONS ARE SHOWN IN LOCATIONS AS INDICATED BY SURVEY. Lr P SD � �v �� 8� I B. EXAMINE THE SITE AND VERIFY ALL EXISTING CONDITIONS PRIOR TO WORK. COORDINATE AREAS SD I OF DEMOLITION WITH ARCHITECT/ENGINEER IN FIELD PRIOR TO ACTUAL DEMOLITION cn o iw w 0 w w w w w w w—H so----- SD W - IRR �.� - ---' -----� O I I C. WHERE DEVICES OR EQUIPMENT IS TO BE REMOVED, REMOVE BACK TO PANEL ALL CONDUITS, E1 CONDUCTORS, J-BOXES AND SUPPORT ASSOCIATED WITH DEVICES AND EQUIPMENT IN DEMOLITION SCOPE. ----� E1 4 ' IL4 SID c SD LEGEND — SS S SS SS Sr— 6u — Su So SS SS �--T4iLiu] 6C GTE GTE, G TC c9-C— �-X -\ \ - J5 N 55 T!, Tn- SD SD ELECTRICAL DEMOLITION SITE PLAN - SE 1 ° = 20° - c-I l T� -- I � I INDICATES AREA OF ELECTRICAL EQUIPMENT, RECEPTACLES, LIGHT FIXTURES AND POWER CONNECTIONS TO BE REMOVED. N 0 5 10 20 40 SCALE: 1 " = 20'-0" (1) CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 REYEs ENGINEERING PASSION CREATIVITY SUSTAINABILITY 800 Fifth Ave, Suite 4100 Seattle, WA 98104 Tel: (503) 771-1986 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRES 09/03/2022 l PROJECT P3282.04 DRAWN BY: QV I REVIEWED BY: FVR PHASE: PERMIT SET ISSUE DATE, 03/12/2021 REVISIONS: ELECTRICAL DEMOLITION SITE PLAN - SE E 1r-M UB Mar 25 2021 DEVELOPMENT SERVICES DEPARTMENT Qo: will SS z I I GENERALNOTES A. ANY AND ALL INFORMATION SHOWN ON THESE DRAWINGS WITH RESPECT TO EXISTING STRUCTURES, UTILITIES, AND ELECTRICAL SYSTEMS, IS AS EXACT AS COULD BE SECURED. THE INFORMATION IS NOT WARRANTED NOR GUARANTEED ACCURATE, FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH WORK. B. COORDINATE ARCHITECTURAL AND LANDSCAPING PLAN FOR EXACT LIGHTING INSTALLATION LOCATION. C. BRANCH CIRCUIT TO ALL SITE LIGHTING AND RECEPTACLES SHALL BE MINIMUM #10 AWG IN 1" PVC UNLESS NOTED OTHERWISE. NO HASH MARK OR HASH MARK SHOWING ONLY (1)HOT, (1) NEUTRAL AND (1)GROUND EQUALS (2) #10AWG+#10G. IN 1" PVC UNDERGROUND INSTALLATION. D. ALL UNDERGROUND CONDUIT BENDS AND/OR T'S SHALL BE MADE OF RIGID GALVANIZED STEEL CONDUIT. E. MAINTAIN FIVE (5) FEET OF SEPARATION FOR ALL UNDERGROUND CONDUIT ROUTING FROM CITY UTILITIES WITHIN RIGHT OF WAY AND THREE (3) FEET OF SEPARATION FROM ALL OTHER UTILITIES IN OTHER LOCATIONS. F. COORDINATE TRENCHING WITH OTHER UTILITY PLANS. G. SPLICES SHALL BE WATER -TIGHT AND RATED FOR SUBMERSIBLE. H. CONDUIT SHALL NOT BE ROUTED THRU DRIP LINE OF TREES. I. INCLUDE UTILITY METERING CHARGES OR CONNECTION COSTS CHARGED BY THE SERVING UTILITY AND PERMIT FEES IN THE ORIGINAL PROPOSAL. J. UNLESS OTHERWISE NOTED, CONDUIT SHALL BE PVC SCHEDULE 40. K. VISIT SITE AND SURVEY EXISTING CONDITIONS PRIOR TO SUBMITTING BID. L. SCHEDULE UTILITY DISCONNECTIONS/OUTAGES WITH UTILITY/OWNER 30 DAYS IN ADVANCE. M. PROTECT AND MAINTAIN CONTINUITY TO ALL EXISTING UTILITY SERVICES TO REMAIN. N. UNLESS OTHERWISE NOTED, ALL CONDUCTORS ON SITE SHALL BE XHHW-2/XLP FOR LOW LEAKAGE. 412c. 1 S91i CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKERIMACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 REYES ENGINEERING PASSION CREATIVITY SUSTAINABILITY 800 Fifth Ave, Suite 4100 Seattle, WA 98104 Tel: (503) 771-1986 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRES 09/03/2022 �� E - 11 PROJECT NUMBER: ,, .' . BY FVR PHASE: PERMIT SET ISSUE DATE. 03/12/2021 REVISIONS: ELECTRICAL SITE PLAN - OVERALL UB 2m Mar 25 2021 DEVELOPMENT SERVICES DEPARTMENT RAG W W w— ELECTRICAL SITE PLAN - NW 1 " = 20" GENERAL NOTES A. ANY AND ALL INFORMATION SHOWN ON THESE DRAWINGS WITH RESPECT TO EXISTING STRUCTURES, UTILITIES, AND ELECTRICAL SYSTEMS, IS AS EXACT AS COULD BE SECURED. THE INFORMATION IS NOT WARRANTED NOR GUARANTEED ACCURATE, FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH WORK. B. COORDINATE ARCHITECTURAL AND LANDSCAPING PLAN FOR EXACT LIGHTING INSTALLATION LOCATION. C. BRANCH CIRCUIT TO ALL SITE LIGHTING AND RECEPTACLES SHALL BE MINIMUM #10 AWG IN 1" PVC UNLESS NOTED OTHERWISE. NO HASH MARK OR HASH MARK SHOWING ONLY (1)HOT, (1) NEUTRAL AND (1)GROUND EQUALS (2) #10AWG + #10G. IN 1" PVC UNDERGROUND INSTALLATION. D. ALL UNDERGROUND CONDUIT BENDS AND/OR'L'S SHALL BE MADE OF RIGID GALVANIZED STEEL CONDUIT. E. MAINTAIN FIVE (5) FEET OF SEPARATION FOR ALL UNDERGROUND CONDUIT ROUTING FROM CITY UTILITIES WITHIN RIGHT OF WAY AND THREE (3) FEET OF SEPARATION FROM ALL OTHER UTILITIES IN OTHER LOCATIONS. F. COORDINATE TRENCHING WITH OTHER UTILITY PLANS. G. SPLICES SHALL BE WATER -TIGHT AND RATED FOR SUBMERSIBLE. H. CONDUIT SHALL NOT BE ROUTED THRU DRIP LINE OF TREES. I. INCLUDE UTILITY METERING CHARGES OR CONNECTION COSTS CHARGED BY THE SERVING UTILITY AND PERMIT FEES IN THE ORIGINAL PROPOSAL. J. UNLESS OTHERWISE NOTED, CONDUIT SHALL BE PVC SCHEDULE 40. K. VISIT SITE AND SURVEY EXISTING CONDITIONS PRIOR TO SUBMITTING BID. L. SCHEDULE UTILITY DISCONNECTIONS/OUTAGES WITH UTILITY/OWNER 30 DAYS IN ADVANCE. M. PROTECT AND MAINTAIN CONTINUITY TO ALL EXISTING UTILITY SERVICES TO REMAIN. N. UNLESS OTHERWISE NOTED, ALL CONDUCTORS ON SITE SHALL BE XHHW-2/XLP FOR LOW LEAKAGE. KEYED NOTES OPROVIDE HANDHOLE TYPE 1. REFER TO SHEET E700 FOR DETAIL. 2O PROVIDE HANDHOLE TYPE 2. REFER TO SHEET E700 FOR DETAIL. OPROVIDE HANDHOLE TYPE 3. REFER TO SHEET E700 FOR DETAIL. 4O PROVIDE HANDHOLE TYPE 4. REFER TO SHEET E700 FOR DETAIL. OPROVIDE AND INSTALL STAINLESS STEEL NEMA 4X EVENT POWER PEDESTAL WITH SINGLE POINT CONNECTION CONSISTING OF 50A-208V, 30A-12OV, AND GFCI 20A-120V RECEPTACLES. PEDESTAL COATED WITH ANTI -GRAFFITI COATING. N 0 5 10 20 40 SCALE: 1 " = 20'-0" (1) CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKERIMACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 REYES ENGINEERING PASSION CREATIVITY SUSTAINABILITY 800 Fifth Ave, Suite 4100 Seattle, WA 98104 Tel: (503) 771-1986 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRES 09/03/2022 �� 1330- � � - PROJECT NUMBER: ,, .' . BY: FVR PHASE: PERMIT SET ISSUE DATE. 03/12/2021 REVISIONS: ELECTRICAL SITE PLAN - NW E294UB Mar 25 2021 DEVELOPMENT SERVICES DEPARTMENT GENERAL NOTES A. ANY AND ALL INFORMATION SHOWN ON THESE DRAWINGS WITH RESPECT TO EXISTING I I V DE I STRUCTURES, UTILITIES, AND ELECTRICAL SYSTEMS, IS AS EXACT AS COULD BE SECURED. THE �J SS p i I 6" I �� INFORMATION IS NOT WARRANTED NOR GUARANTEED ACCURATE, FIELD VERIFY ALL EXISTING O CONDITIONS PRIOR TO PROCEEDING WITH WORK. D SID= SD SD SD SD SD SD \ .r SD —co — — — — — — — — — — — — — _ co ON B. COORDINATE ARCHITECTURAL AND LANDSCAPING PLAN FOR EXACT LIGHTING INSTALLATION co I LOCATION. — S SS SS SS SS SS SS SS SS S�— SS SS S � O O� SS SS SS C$$ SS S-E7SS TIC P C. BRANCH CIRCUIT TO ALL SITE LIGHTING AND RECEPTACLES SHALL BE MINIMUM #10 AWG IN 1" PVC _ _ P� C _ UNLESS NOTED OTHERWISE. NO HASH MARK OR HASH MARK SHOWING ONLY (1)HOT, (1) NEUTRAL 0 O —X i 6 0 — X— — — X — — — —X— — - C TC ^IC AND (1)GROUND EQUALS (2) #10AWG + #10G. IN 1" PVC UNDERGROUND INSTALLATION. IsV TC T�I TC— D. ALL UNDERGROUND CONDUIT BENDS AND/OR'L'S SHALL BE MADE OF RIGID GALVANIZED STEEL _ I WPIGFI 2 = r� CONDUIT. E. MAINTAIN FIVE (5) FEET OF SEPARATION FOR ALL UNDERGROUND CONDUIT ROUTING FROM CITY — — \ DE UTILITIES WITHIN RIGHT OF WAY AND THREE (3) FEET OF SEPARATION FROM ALL OTHER UTILITIES ® 4 IN OTHER LOCATIONS. I l I \ F. COORDINATE TRENCHING WITH OTHER UTILITY PLANS. IG. SPLICES SHALL BE WATER -TIGHT AND RATED FOR SUBMERSIBLE. 0 - � DE � 4" I H. CONDUIT SHALL NOT BE ROUTED THRU DRIP LINE OF TREES. \ cn � I. INCLUDE UTILITY METERING CHARGES OR CONNECTION COSTS CHARGED BY THE SERVING UTILITY AND PERMIT FEES IN THE ORIGINAL PROPOSAL. HH 2 J. UNLESS OTHERWISE NOTED, CONDUIT SHALL BE PVC SCHEDULE 40. o. 3C K. VISIT SITE AND SURVEY EXISTING CONDITIONS PRIOR TO SUBMITTING BID. L. SCHEDULE UTILITY DISCONNECTIONS/OUTAGES WITH UTILITY/OWNER 30 DAYS IN ADVANCE. ILP-S/5 \ M. PROTECT AND MAINTAIN CONTINUITY TO ALL EXISTING UTILITY SERVICES TO REMAIN. / PIG / I I N. UNLESS OTHERWISE NOTED, ALL CONDUCTORS ON SITE SHALL BE XHHW-2/XLP FOR LOW LEAKAGE. / I I KEYED NOTES LP-S/4-(2)#10, (1)#10G , LP-S/5:(2)#4, (1)#8G IN 1-1/2"C LP-V/5,7(3)350 Kcmil, (1)#2G IN 2-1/2"C -4IM--__-__- LP I P P ELT P P P P P P P P P P� W W W W 1., LT _ IRR ,... ... .�.� nr .17 7(1 1 o CIA 1 A'2 AR A7 ELECTRICAL SITE PLAN - NW 1 " = 20" SS — 30' - OPROVIDE HANDHOLE TYPE 1. REFER TO SHEET E700 FOR DETAIL. O2 PROVIDE HANDHOLE TYPE 2. REFER TO SHEET E700 FOR DETAIL. OPROVIDE HANDHOLE TYPE 3. REFER TO SHEET E700 FOR DETAIL. 4O PROVIDE AND INSTALL STAINLESS STEEL NEMA 4X EVENT POWER PEDESTAL WITH SINGLE POINT CONNECTION CONSISTING OF 50A-208V, 30A-12OV, AND GFCI 20A-120V RECEPTACLES. PEDESTAL COATED WITH ANTI -GRAFFITI COATING. 0 5 10 20 40 SCALE: 1 " = 20'-0" CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 REYEs ENGINEERING PASSION CREATIVITY SUSTAINABILITY 800 Fifth Ave, Suite 4100 Seattle, WA 98104 Tel: (503) 771-1986 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRES 09/03/2022 I I'I"I •',/ fir` T PROJECTP3282.04 DRAWN BY: ■V I REVIEWED BY: FVR PHASE: PERMIT SET ISSUE DATE, 03/12/2021 REVISIONS: ELECTRICAL SITE PLAN - NE Ef% n 2WUB Mar 25 2021 DEVELOPMENT SERVICES DEPARTMENT 001 1 ° = 20° I - FB-1 1 LP-S/21, 23, 25, 27 WPIGFI � LP-S/11 / LP-S/41,43:(2)#8, #1OG , LP-S/45,47-(2)#8,(1)#10G , LP-S/11.(2)#10,(1)#10G , LP-S/29,31:(2)#10,(1)#10G , LP-S/33,35:(2)#10,(1)#10G , LP-S/37,39:(2)#10,(1)#10G , LP-S/21,237C2)#10,('f)_10G , I LP-S/25,27:(2)#10,(1)#10G IN 2"C LP-V/9,11:(3)#2/0, (1)#4G IN 2"C I ��J I L _ =' LP-S/28,30:(2)#8,(1)#1 OG , ' LP-S/32,34:(2)#8,(1)#10G , o LP-S/15-(2)#10,0)#10G , LP-S 16,18.(2)#10,(1)#10G , LP-S 20,22:(2)#10,(1)#10G , LP-S/24,26:(2)-10,(1)#10G , LP-S/8,10:(2)#10,(1)#10G , LP- /12714: 2�#,10,(1)#10G , LP- /9: (2)#10,(1)#10G , I LP-SI/13- (2)#10,(1)#10G IN 2"C LP-V/17,19:(3)#4/0, (1)#2G IN 2-1/2"C SD Sin �YI�IIIIfIIYI�II�I LP-S/41,43:(2)#8,(1)#10G , LP-S/45,47:(2)#8,(1)#10G , LP-S/11:(2)#10,(1)#10G , LP-S/29,31:(2)#10,(1)#1 OG , LP-S/33,35-(2)#10,(1)#10G , LP-S/37,39-(2)#10,(1)#10G IN 1-1/2"C LP-V/9,11:(3)#2/0, (1)#4G IN 2"C LP-S/28,30:(2)#8,(1)#1 OG , LP-S/32,34:(2)#8,(1)#1 OG , LP-S/16,18-(2)#10,(1)#10G , LP-S/20,22-(2)#10,(1)#10G , LP-S/24,26-(2)#10,(1)#10G , LP-S/8,10:(2)#10,(1)#10G , LP-S/12,14:(2)#10,(1)#10G , _ LP /1 10,410 G IN °G— LP-V/13,15:(3)#3, (1)#6G , LP-V/17,18:(3)#4/0, (1)#2G IN 3"C SD SD — LP-S/15 SD SD SD SD S SD SD P P — 11 wP_ P �� LP-S/8,10,12,14- FB-1 LTuP P " o P P P F LP-S/28,30-(2)#8,(1)1/10G , LP-S/28,30-(2)#8,(1)#R0G , LP-S/32,34-(2)#8,(1)# 0G , LP-S/15:(2)#10,(1)#1 G , LP-S/16,18:(2)#10,(1)#10G , C) c.: w GENERAL NOTES A. ANY AND ALL INFORMATION SHOWN ON THESE DRAWINGS WITH RESPECT TO EXISTING STRUCTURES, UTILITIES, AND ELECTRICAL SYSTEMS, IS AS EXACT AS COULD BE SECURED. THE INFORMATION IS NOT WARRANTED NOR GUARANTEED ACCURATE, FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH WORK. B. COORDINATE ARCHITECTURAL AND LANDSCAPING PLAN FOR EXACT LIGHTING INSTALLATION LOCATION. C. BRANCH CIRCUIT TO ALL SITE LIGHTING AND RECEPTACLES SHALL BE MINIMUM #10 AWG IN 1" PVC UNLESS NOTED OTHERWISE. NO HASH MARK OR HASH MARK SHOWING ONLY (1)HOT, (1) NEUTRAL AND (1)GROUND EQUALS (2) #10AWG +#10G. IN 1" PVC UNDERGROUND INSTALLATION. D. ALL UNDERGROUND CONDUIT BENDS AND/OR'L'S SHALL BE MADE OF RIGID GALVANIZED STEEL CONDUIT. E. MAINTAIN FIVE (5) FEET OF SEPARATION FOR ALL UNDERGROUND CONDUIT ROUTING FROM CITY UTILITIES WITHIN RIGHT OF WAY AND THREE (3) FEET OF SEPARATION FROM ALL OTHER UTILITIES IN OTHER LOCATIONS. F. COORDINATE TRENCHING WITH OTHER UTILITY PLANS. G. SPLICES SHALL BE WATER -TIGHT AND RATED FOR SUBMERSIBLE. H. CONDUIT SHALL NOT BE ROUTED THRU DRIP LINE OF TREES. I. INCLUDE UTILITY METERING CHARGES OR CONNECTION COSTS CHARGED BY THE SERVING UTILITY AND PERMIT FEES IN THE ORIGINAL PROPOSAL. J. UNLESS OTHERWISE NOTED, CONDUIT SHALL BE PVC SCHEDULE 40. K. VISIT SITE AND SURVEY EXISTING CONDITIONS PRIOR TO SUBMITTING BID. L. SCHEDULE UTILITY DISCONNECTIONS/OUTAGES WITH UTILITY/OWNER 30 DAYS IN ADVANCE. M. PROTECT AND MAINTAIN CONTINUITY TO ALL EXISTING UTILITY SERVICES TO REMAIN. N. UNLESS OTHERWISE NOTED, ALL CONDUCTORS ON SITE SHALL BE XHHW-2/XLP FOR LOW LEAKAGE. KEYED NOTES OPROVIDE HANDHOLE TYPE 1. REFER TO SHEET E700 FOR DETAIL. 2O PROVIDE HANDHOLE TYPE 2. REFER TO SHEET E700 FOR DETAIL. OPROVIDE HANDHOLE TYPE 3. REFER TO SHEET E700 FOR DETAIL. 4O PROVIDE HANDHOLE TYPE 4. REFER TO SHEET E700 FOR DETAIL. OPROVIDE AND INSTALL VAULT IN COMPLIANCE WITH UTILITY REQUIREMENTS. COORDINATE VAULT TYPE WITH UTILITY BEFORE PROCUREMENT. OPROVIDE AND INSTALL STAINLESS STEEL NEMA 4X EVENT POWER PEDESTAL WITH SINGLE POINT OF CONNECTION CONSISTING OF 50A-208V, 30A-12OV, AND GFCI 20A-120V RECEPTACLES. PEDESTAL COATED WITH ANTI -GRAFFITI COATING. OPUD UTILITY METER LOCATION SHOULD NOT EXCEED 150 FEET FROM SERVICE TRANSFORMER 0 5 10 20 40 SCALE: 1 " = 20'-0" CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 REYEs ENGINEERING PASSION CREATIVITY SUSTAINABILITY 800 Fifth Ave, Suite 4100 Seattle, WA 98104 Tel: (503) 771-1986 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRES 09/03/2022 T PROJECT NUMBER: ,, PHASE: PERMIT SET ISSUE DATE, 03/12/2021 REVISIONS: ELECTRICAL SITE PLAN - SW E2WUB Mar 25 2021 DEVELOPMENT SERVICES DEPARTMENT LP-S/29, 31,33, 35, 37, 39 LP-V/9,11 FIB7 P-S/41, 43, 45, 47 _ yVP/GFIHH B-1 4 HH 3 yVP�GFS/ 11 WP/GFI LL LP-S/11 T1LP-S/41,43:(2)#8,(1)#1 OG , LP-S/45,47:(2)#8,(1)#10G , i LP-S/11:(2)#10,(1)#10G IN 1-1/2"C LP-SA� SD SD SD SD SD SD SD SD SD - AwpzP Fes— P P — LP-S/15 B o P P R A n_ n WP FI0�1 WP/GFI LP-6/16, 15, 20 22, 24, 26 — — — — — — • HH ------------- 1 HH LP-V/17,19 1 I OFB'f o LP-S/28, 30, 32, 34 ^�— C LP-S/28,30:(2)#8,(1)#10G , LP-S/32,34:(2)#8,(1)#10G , I B C /'I r, - I') \4+11 n/-1 X4rA n t' I IN I Y ELECTRICAL SITE PLAN - SE 1 " = 20" SD SD GENERAL NOTES A. ANY AND ALL INFORMATION SHOWN ON THESE DRAWINGS WITH RESPECT TO EXISTING STRUCTURES, UTILITIES, AND ELECTRICAL SYSTEMS, IS AS EXACT AS COULD BE SECURED. THE INFORMATION IS NOT WARRANTED NOR GUARANTEED ACCURATE, FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH WORK. B. COORDINATE ARCHITECTURAL AND LANDSCAPING PLAN FOR EXACT LIGHTING INSTALLATION LOCATION. C. BRANCH CIRCUIT TO ALL SITE LIGHTING AND RECEPTACLES SHALL BE MINIMUM #10 AWG IN 1" PVC UNLESS NOTED OTHERWISE. NO HASH MARK OR HASH MARK SHOWING ONLY (1)HOT, (1) NEUTRAL AND (1)GROUND EQUALS (2) #10AWG + #10G. IN 1" PVC UNDERGROUND INSTALLATION. D. ALL UNDERGROUND CONDUIT BENDS AND/OR'L'S SHALL BE MADE OF RIGID GALVANIZED STEEL CONDUIT. E. MAINTAIN FIVE (5) FEET OF SEPARATION FOR ALL UNDERGROUND CONDUIT ROUTING FROM CITY UTILITIES WITHIN RIGHT OF WAY AND THREE (3) FEET OF SEPARATION FROM ALL OTHER UTILITIES IN OTHER LOCATIONS. F. COORDINATE TRENCHING WITH OTHER UTILITY PLANS. G. SPLICES SHALL BE WATER -TIGHT AND RATED FOR SUBMERSIBLE. H. CONDUIT SHALL NOT BE ROUTED THRU DRIP LINE OF TREES. I. INCLUDE UTILITY METERING CHARGES OR CONNECTION COSTS CHARGED BY THE SERVING UTILITY AND PERMIT FEES IN THE ORIGINAL PROPOSAL. J. UNLESS OTHERWISE NOTED, CONDUIT SHALL BE PVC SCHEDULE 40. K. VISIT SITE AND SURVEY EXISTING CONDITIONS PRIOR TO SUBMITTING BID. L. SCHEDULE UTILITY DISCONNECTIONS/OUTAGES WITH UTILITY/OWNER 30 DAYS IN ADVANCE. M. PROTECT AND MAINTAIN CONTINUITY TO ALL EXISTING UTILITY SERVICES TO REMAIN. N. UNLESS OTHERWISE NOTED, ALL CONDUCTORS ON SITE SHALL BE XHHW-2/XLP FOR LOW LEAKAGE. KEYED NOTES OPROVIDE HANDHOLE TYPE 1. REFER TO SHEET E700 FOR DETAIL 2O PROVIDE HANDHOLE TYPE 2. REFER TO SHEET E700 FOR DETAIL OPROVIDE HANDHOLE TYPE 3. REFER TO SHEET E700 FOR DETAIL. 4O PROVIDE AND INSTALL STAINLESS STEEL NEMA 4X EVENT POWER PEDESTAL WITH SINGLE POINT CONNECTION CONSISTING OF 50A-208V, 30A-12OV, AND GFCI 20A-120V RECEPTACLES. PEDESTAL COATED WITH ANTI -GRAFFITI COATING. 0 5 10 20 40 SCALE: 1 " = 20'-0" CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 REYEs ENGINEERING PASSION CREATIVITY SUSTAINABILITY 800 Fifth Ave, Suite 4100 Seattle, WA 98104 Tel: (503) 771-1986 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRES 09/03/2022 -MN PROJECTP3282.,, DRAWN BY: QV I REVIEWED BY: FVR PHASE: PERMIT SET ISSUE DATE, 03/12/2021 REVISIONS: ELECTRICAL SITE PLAN - SE E 2r-M UB Mar 25 2021 DEVELOPMENT SERVICES DEPARTMENT FL WP/GFI LP-S/17 JTL— — — — — — — — — — — — — — — — — — — — FL EMDHOLE TYPE 1, SEE SHEET E700 FL FL - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — $ HH WPIGFI , LP-S/17 HADED AREA 1172 SF rF� — — — — — — — — — — — — — — — — — — — — FL — — — — — — — — — — — — — — — — � HANDHOLE TYPE 1, SEE SHEET E700 �1 � \I � 1 i 4J I �I I I I PUMP RM f I PENETRATT II qqQ CONDUIT PUMP ROOM TO BECWTEt RGS WITH SEAL AT WALL DUE TO POTENTIAL FOR CORROSION. ---------------------------------- - — — — — — — — — — — — — — — — — — — J DATA UTILITY CONDUIT ENTRY PANEL "DP-1" PANEL "LP-V" PANEL "LP-S" LP-S/36,17 COORDINATE CONDUIT I WITH OWNER AND OTHE GF/FI.E ;�I INAT I O N ) SCIPLINES. PLAYFIELD LIGHTING OVERRIDE SITE LIGHTING OVERRIDE — SHADE AREA AND RESTROOM BLDG EXTERIOR OVERRIDE LIGHTING RELAY PANEL WITH TIMECLOCK GROUND FLOOR PLAN 1 /4" = 1'-0" M PI 11r nn/'1I IA ITr r% REFLECTED CEILING PLAN 1 /4" = 1'-0" LIGHTING FOR RESTROOM BUILDING TO BE PROVIDED BY DESIGN -BUILD FABRICATOR/CONTRACTOR. UTILITY METER CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 REYEs ENGINEERING PASSION CREATIVITY SUSTAINABILITY 800 Fifth Ave, Suite 4100 Seattle, WA 98104 Tel: (503) 771-1986 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRES 09/03/2022 a1`�oQw` 3E ; J PKUJtCI NUMtltK: P3282.04 DRAWN BY: R\ / REVIEWED BY F /o PHASE: PERMIT SET ISSUE DATE, 03/12/2021 REVISIONS: ELECTRICAL - FLOOR PLAN & REFLECTED CEILING PLAN E30QUB Mar 25 2021 DEVELOPMENT SERVICES DEPARTMENT 0' 5' 15' 30' TO SNOPUD UTILITY TRANSFORMER AT POLE [T� PROVIDE UTILITY CT ENCLOSURE/ TERMINAL PER SNOPUD REQUIREMENTS PROVIDE UTILITY METER SOCKET PER SNOPUD REQUIREMENTS BOND TO TERMINAL CABINET C.T. ENCLOSURE, #4/0 COPPER IN 2" PVC (2)4"C RESTROOM BUILDING STORAGE ROOM (SET OF 3)3"C, (4)300 CU, (1)1/OG CU XHHW-2 FF FOUNDATION STEEL REINFORCEMENT #2/0 COPPER 800A 3P, 208V DP-1 #2/0 COPPER REFERENCE CONDUCTOR COLD WATER PIPE 5/8" x 8' COPPER CLAD GROUND ROD (1)2 1/2"C, (4)4/0 CU,(1)#4G CU XHHW-2 150A z o3P, z 208V LP-S TO MCC (BY OTHERS) IN PUMP ROOM ELECTRICAL ONE LINE DIAGRAM NTS 400A z 3P, fy z 208V LP-V (SET OF 2)2 1/2"C, (4)3/0 CU, (1)#3G CU XHHW-2 CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 REYES ENGINEERING PASSION CREATIVITY SUSTAINABILITY 800 Fifth Ave, Suite 4100 Seattle, WA 98104 Tel: (503) 771-1986 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRES 09/03/2022 I I'I"I •',/ fir` PROJECTP3282.,, DRAWN BY: QV I REVIEWED BY: FVR PHASE: PERMIT SET ISSUE DATE, 03/12/2021 REVISIONS: ONE -LINE DIAGRAM E 5 0_9-mB Mar 25 2021 DEVELOPMENT SERVICES DEPARTMENT DISTRIBUTION PANELBOARD: DP-1 FED FROM: UTILITY MOUNTING: SURFACE NEMA1, BOLT -ON MAIN OCP: 800A/31P BUS AMPACITY: 800A VOLTAGE: 120/208V, 3PH, 4W AIC RMS: 65KAIC T Y P E CKT DESCRIPTION DEVICE RATING LOAD SUMMARY REMARKS PHASE A PHASE B PHASE C TOTAL 1 LP-V 400/3 43,020 32,149 31,051 106220 2 LP-S 150/3 8,921 8,730 8,387 26038 3 DESIGN BUILD RESTROOM BUILDING 100/3 0 0 0 4 SPARE 100/3 0 0 0 5 SPARE 20/3 0 0 0 6 SPARE 20/3 0 0 0 7 SPARE 20/3 0 0 0 8 MCC/VRF @ PUMP ROOM 60/3 0 0 0 9 SPARE 20/3 0 0 0 10 SPARE 20/3 0 0 0 11 ISPARE 20/3 0 0 0 12 ISPID 30/3 0 0 0 TOTAL 51.941 40,879 39,438 132,258 LOAD SUMMARY BY TYPE CONNECTED R = RECEPTACLE 7,200 VA L = LIGHTING 17,738 VA E = EQUIPMENT 73,546 VA K = KITCHEN EQUIP 0 VA M = MOTOR 17,274 VA X = LARGEST MOTOR 0 VA H = ELECTRIC HEAT 16.500 VA DEMAND 7,200 VA 22,173 VA 73,546 VA 0 VA 17,274 VA 0 VA 16,500 VA CONNECTED LOAD SUMMARY 132,258 VA 367 AMPS NEC LOAD SUMMARY 136,693 VA 379 AMPS EXTERIOR LIGHTING RELAY PANEL WITH TIMECLOCK ZONE DESCRIPTION FIXTURE TYPE WATTAGE (KW) CIRCUIT CONTROL REMARKS ON OFF OVERRIDE R1 PLAYFIELD FB-1 NW (FIXTURE HEAD #1) 1.17 LP-S/21,23 TC/PC TC/PC LVS SWTICH A @ STORAGE R2 PLAYFIELD FB-1 NW (FIXTURE HEAD #2) 1.17 LP-S/25,27 TC/PC TC/PC LVS SWTICH A @ STORAGE R3 PLAYFIELD FB NORTH (FIXTURE HEAD #1) 1.17 LP-S/29,31 TC/PC TC/PC LVS SWTICH A @ STORAGE R4 PLAYFIELD FB NORTH (FIXTURE HEAD #2) 1.17 LP-S/33,35 TC/PC TC/PC LVS SWTICH A @ STORAGE R5 PLAYFIELD FB NORTH (FIXTURE HEAD #3) 1.17 LP-S/37,39 TC/PC TC/PC LVS SWTICH A @ STORAGE R6 PLAYFIELD FB-1 NE (FIXTURE HEAD #1) 1.17 LP-S/41,43 TC/PC TC/PC LVS SWTICH A @ STORAGE R7 PLAYFIELD FB-1 NE (FIXTURE HEAD #2) 1.17 LP-S/45,47 TC/PC TC/PC LVS SWTICH A @ STORAGE R8 PLAYFIELD FB-1 SW (FIXTURE HEAD #1) 1.17 LP-S/8,10 TC/PC TC/PC LVS SWTICH A @ STORAGE R9 PLAYFIELD FB-1 SW (FIXTURE HEAD #2) 1.17 LP-S/12,14 TC/PC TC/PC LVS SWTICH A @ STORAGE R10 PLAYFIELD FB SOUTH (FIXTURE HEAD #1) 1.17 LP-S/16,18 TC/PC TC/PC LVS SWTICH A @ STORAGE R11 PLAYFIELD FB SOUTH (FIXTURE HEAD #2) 1.17 LP-S/20,22 TC/PC TC/PC LVS SWTICH A @ STORAGE R12 PLAYFIELD FB SOUTH (FIXTURE HEAD #3) 1.17 LP-S/24,26 TC/PC TC/PC LVS SWTICH A @ STORAGE R13 PLAYFIELD FB-1 SE (FIXTURE HEAD #1) 1.17 LP-S/28,30 TC/PC TC/PC LVS SWTICH A @ STORAGE R14 PLAYFIELD FB-1 SE (FIXTURE HEAD #2) 1.17 LP-S/32,34 TC/PC TC/PC LVS SWTICH A @ STORAGE R15 SHADE AREA/BUILDING EXTERIOR FL, FF, FJ 0.68 LP-S/54 TC/PC TC/PC LVS SWTICH C @ STORAGE R16 SITE NORTHWEST FA, FIN 0.28 LP-S/2 TC/PC TC/PC LVS SWTICH B @ STORAGE R17 SITE NORTHEAST FA 0.24 4 LP-S/4 TC/PC TC/PC LVS SWTICH B @ STORAGE R18 SITE WEST FA, FIN 0.16 LP-S/6 TC/PC TC/PC LVS SWTICH B @ STORAGE R19 R20 R21 R22 R23 R24 TOTAL LOAD IN KW = 17.7 NOTES PC= PHOTOCELL (MOUNT AT ROOF OF RESTROOM BUILDING) / TIC =TIMECLOCK(IN PANEL) / LVS = LOW VOLTAGE OVERRIDE SWITCH (IN RESTROOM BUILDING STORAGE ROOM) FED FROM: MOUNTING: MAIN OCP: 150A/3P VOLTAGE: 120/208V, 3PH, 4W DP-1 SURFACE PANELBOARD: LP-S NEMA1, BOLT -ON BUS AMPACITY: 225A SCCR RMS: 65KA C C Y LOAD/PHASE (VA) Y DESCRIPTION DEV. K K DEV. DESCRIPTION P P E T T E A B C A B C R RECEPTACLES - SITE - NORTH 20/1 1 1080 276 2 20/1 LIGHTING - SITE - NORTH L R RECEPTACLES - SITE - NORTH 20/1 3 540 240 4 20/1 LIGHTING - SITE - NORTH L R RECEPTACLES - SITE - NORTH 20/1 5 900 162 6 20/1 LIGHTING - SITE - NORTH L R RECEPTACLES - SITE - SOUTH 20/1 7 900 585 8 L 20/2 LIGHTING - PLAYFIELD - FB-1 SW (FIXTURE HEAD #1) R RECEPTACLES - SITE - SOUTH 20/1 9 900 585 10 L R RECEPTACLES - SITE - SOUTH 20/1 11 1080 585 12 L 20/2 LIGHTING - PLAYFIELD - FB-1 SW (FIXTURE HEAD #2) R RECEPTACLES - SITE - SOUTH 20/1 13 900 585 14 L R RECEPTACLES - SITE - NORTH 20/1 15 900 585 16 L 20/2 LIGHTING - PLAYFIELD - FB SOUTH (FIXTURE HEAD #1) SPARE 20/1 17 585 18 L SPARE 20/1 19 585 20 L 20/2 LIGHTING - PLAYFIELD - FB SOUTH (FIXTURE HEAD #2) L 21 585 585 22 L LIGHTING - PLAYFIELD - FBA NW (FIXTURE HEAD #1) 20/2 L 23 585 585 24 L 20/2 LIGHTING - PLAYFIELD - FB SOUTH (FIXTURE HEAD #3) L 25 585 585 26 L LIGHTING - PLAYFIELD - FB-1 NW (FIXTURE HEAD #2) 20/2 L 27 585 585 28 L 20/2 LIGHTING - PLAYFIELD - FB-1 SE (FIXTURE HEAD #1) L 29 585 585 30 L LIGHTING - PLAYFIELD - FB NORTH (FIXTURE HEAD #1) 20/2 L 31 585 585 32 L 20/2 LIGHTING - PLAYFIELD - FB-1 SE (FIXTURE HEAD #2) L 33 585 585 34 L LIGHTING - PLAYFIELD - FB NORTH (FIXTURE HEAD #2) 20/2 L 35 585 36 20/1 SPARE L 37 585 38 20/1 SPARE LIGHTING - PLAYFIELD - FB NORTH (FIXTURE HEAD #3) 20/2 L 39 585 40 20/1 SPARE L 41 585 42 20/1 SPARE LIGHTING - PLAYFIELD - FB-1 NE (FIXTURE HEAD #1) 20/2 L 43 585 44 20/1 SPARE L 45 585 46 20/1 SPARE LIGHTING - PLAYFIELD - FB-1 NE (FIXTURE HEAD #2) 20/2 L 47 585 48 20/1 SPARE SPACE 49 50 20/1 SPARE SPACE 51 52 20/1 SPARE SPACE 53 680 54 20/1 LIGHTING - RESTROOM BUILDING AND SHADE AREA L E BACKFLOW PREVENTOR 20/1 55 500 56 SPACE E IRRIGATION CONTROLLER 20/1 57 300 58 SPACE E IRRIGATION CONTROLLER 20/1 59 300 60 ISPACE SUBTOTAL (VA) 5.720 5,565 5,205 3,201 3,165 3.182 SUBTOTAL (VA) PHASE A PHASE B PHASE C ` ARC -FAULT CIRCUIT BREAKER SUB -TOTAL ALL PHASES (VA) 8.921 8.730 8.387 "' GFCI CIRCUIT BREAKER LOAD SUMMARY BY TYPE CONNECTED R = RECEPTACLE 7.200 VA L = LIGHTING 17.738 VA E = EQUIPMENT 1.100 VA K = KITCHEN EQUIP 0 VA M = MOTOR 0 VA X = LARGEST MOTOR 0 VA H = ELECTRIC HEAT 0 VA DEMAND 7.200 VA 22.173 VA 1.100 VA 0 VA 0 VA 0 VA 0 VA CONNECTED LOAD SUMMARY 26.038 VA 72 AMPS NEC LOAD SUMMARY 30.473 VA 85 AMPS PANELBOARD: LP-V FED FROM: DP-1 MOUNTING: SURFACE NEMA1. BOLT -ON MAIN OCP: 400A/3P BUS AMPACITY: 400A VOLTAGE: 120/208V. 3PH. 4W SCCR RMS: 65KA Y P E DESCRIPTION DEV. C K T LOAD/PHASE (VA) C K T DEV. DESCRIPTION Y P E A B C A B C E VENDOR PLUG-IN 100/2 1 7121 4500 2 60/2 EWH-1 H E 3 7121 4500 4 H E VENDOR PLUG-IN 100i2 5 7121 18C 6 20/1 HWCP-1 E E 7 7121 528 8 20/1 E F-1 E E VENDOR PLUG-IN 100/2 9 7121 528 10 30/1 E F-2 E E 11 7121 3750 12 30/1 EUH-1 H E VENDOR PLUG-IN 100/2 13 7121 3750 14 20/1 EUH-2 H E 15 7121 16 20/1 SPARE E VENDOR PLUG-IN 100/2 17 7121 18 20/1 SPARE E 19 7121 20 20/1 SPARE SPARE 20/1 21 22 20/1 SPARE SPARE 20/1 23 24 20/1 SPARE SPARE 20/1 25 26 20/1 SPARE SPACE 27 28 SPACE SPACE 29 30 SPACE SPACE 31 32 SPACE SPACE 33 34 SPACE SPACE 35 36 SPACE SPACE 37 38 SPACE SPACE 39 40 SPACE SPACE 141 1 1 42 ISPACE SUBTOTAL (VA) 28,484 1 21,363 21.363 14.536 10,786 1 9,688 SUBTOTAL (VA) SUB -TOTAL ALL PHASES (VA) PHASE A PHASE B PHASE C ` ARC -FAULT CIRCUIT BREAKER 43.020 32,149 31.051 ,. GFCI CIRCUIT BREAKER LOAD SUMMARY BY TYPE CONNECTED R = RECEPTACLE 0 VA L = LIGHTING 0 VA E = EQUIPMENT 72.446 VA K = KITCHEN EQUIP 0 VA M = MOTOR 17.274 VA X = LARGEST MOTOR 0 VA H = ELECTRIC HEAT 16.500 VA DEMAND 0 VA 0 VA 72,446 VA 0 VA 17,274 VA 0 VA 16,500 VA CONNECTED LOAD SUMMARY 106,220 VA 295 AMPS NEC LOAD SUMMARY 106,220 VA 295 AMPS `'oC. 1 89Ij CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 REYEs ENGINEERING PASSION CREATIVITY SUSTAINABILITY 800 Fifth Ave, Suite 4100 Seattle, WA 98104 Tel: (503) 771-1986 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRES 09/03/2022 jjj� PROJECT■ • i D- . I REVIEWEDB - PHASE: PERMIT SET ISSUE DATE, 03/12/2021 REVISIONS: ELECTRICAL PANEL SCHEDULES E60_9-mB Mar 25 2021 S.S. VANDAL RESISTANT SCREW 7 7/8" — MOUNT TO POST PER MANUFACTURER'S 1 1 /2' RECOMMENDATIONS . I,TYP. I 3/4" CONDUIT S.S. SUPPORT FRAME. 4" FLAT PLATES, f� WELDED WITH EASED CORNERS S.S. NEMA RATED RECEPTACLE BOX, HINGE Q SIDE. HOFFMAN INDUSTRIES INLINE TYPE 4X BOX, MODEL LHC252015SS S.S. SUPPORT FRAME. "" FLAT PLATES, WELDED WITH EASED CORNERS 10"H X 8"W X 6"D S.S. S.S NEMA RATED RECEPTACLE BOX HINGE @ SIDE, BRUSHEC FINISH AND VANDAL RESISTANT KEYED ACCESS 3/4" RGS CONNECTI01 3/4" RGS EXTENSI01 1" RIGID GALVANIZED STEEL CONDUIT ABOV[ CONCRETE 1" PVC CONDUIT BELOW MULCH ELEVATIOI' " HOLES DRILLED INTO SUPPORT FRAM POSTS — 2 PER POS' CONCRETE SUPPORT FOOTIN COMPACTED AGGREGATE SUBBAS ELEVATION - 10"H X 8"W X 6"D S.S. S.S. NEMA RATED RECEPTACLE BOX, HINGE SIDE, BRUSHED FINISH AND VANDAL RESISTANT KEYED ACCESS. RECEPTACLE AND/OR DATA PORT. S.S. SUPPORT FRAME. "" FLAT PLATES, WELDED WITH EASED CORNERS 1" PVC CONDUIT BELOW MULCH ELEVATION WITH 1" RIGID GALVANIZED STEEL CONDUIT ABOVE CONCRETE, 2" HOLES DRILLED INTO SUPPORT FRAME POSTS — 2 PER POST. CONCRETE SUPPORT FOOTING COMPACTED AGGREGATE SUBBASE TYP. ABOVE GRADE ELECTRICAL RECEPTACLE NTS J I P111NLLJJ J I LLL E LIN 1 P1 1 ILY1L) UVL I YY/ YYY1J1 ILI\, I P11VIE LI\ RESISTANT STANDARD COVER 3ANDHOLE DETAIL NT HSS C�(`TIr)Kl L 5 7/8" I, 0 DDE-0ACT D(ll VAACD('%0KI0DCTC DI II 1 D()V AAIF) Or)XICD 111 1 ISTED—TIER 8, COLOR OF BOX SHALL BE SELECTED BY MINIMUM (WET). ADD DRAIN PIPE BELOW VAULT. NOTE ONDUIT ENTRY INTO BOX. :ONDUIT BEND TO ENTER BOX PER IEC. PHOTOCELL ON ROOF, CONNECT TO PHOTOCELL INPUT. POWER FRAM CONTROL CIF 24 INPUT/ 24 Ol, LIGHTING RELAY PA WITH PROGRAMMABLE TIMECL TO PANEL LP—S F( LIGHT FIXTURE POW[ CONDUIT AND CONDUCTORS TO LIGI FIXTURES. REFER TO E200 SERII FOR CONDUIT AND CONDUCTOR SIZLS. EXTERIOR LIGHTING CONTROL DIAGRAM NTS REBAR MARKER WITH TAG FOR LANDSCAPED EMPTY CONDUIT � AREAS PAVED AREAS FINISH GRADE BOX DIMENSIONS �- - SLOPE AS -� II II I� 60 0 TYPE 1: 24" X 24" X 18" REQUIRE II —III_ =III —I oo TYPE 2: 12" X 12" X 12" TRENCH BACKFILL=,111=111 WARNIN TYPE 3: 24" X 13" X 12" MATERIAL AND o'� —VTAPE TYPE 4: 24" X 36" X 24" COMPACTION AS SPECIFIED. I f -o 0 RS APTER SCHEDULE 40 %" 7'REGATE ION. 1. INSTALL ON %" AGGREGATE WHICH SHALL EXTEND A MINIMUM OF 6" BEYOND ALL SIDES OF BOX AND BE A MINIMUM OF 18" DEEP, BELOW THE BOX. 2. COORDINATE DRILLING OF BOX WITH MANUFACTURER PRIOR TO DRILLING. DRILLED CONDUIT HOLES SHALL NOT EXCEED 26% PER MANUFACTURER'S INSTRUCTIONS. 3. PG2424BA24/PG2424CA0017—P (TIER 8). ADD DRAIN PIPE BELOW VAULT. CONDUIT ZONE 3/4" MINUS GRAVEL BASE 4" MINIMUM 12" N 1 /2" TYP i. / TO LIGHTING FIXTURES PAVEMENT SURFACE CONDUIT RACK, TYPICAL PER POWER COMPANY REQUIREMENT`. MINIMUM COVER PER POWER COMPANY ,,-- 6" MIN SAND OR AS SPECIFIED FOUNDATION �� STABILIZATIO AS REQUIRED. I, MINIMUM WIDTH AS SPECIFIED CONDUIT RACK, TYPICAL CONCRETE ENCASEMENT PER VERIZON TELECOMMUNICATIONS #12 GALV. IRON TIE DOWN WIRE 10'-0" APART MAX. TO VERIZON TELECOMUNICATIONS DS POWER COMPANY SECONDARY © NOT USED UNDERGROUND DUCTBANK DETAIL NTS CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 REYES ENGINEERING PASSION CREATIVITY SUSTAINABILITY 800 Fifth Ave, Suite 4100 Seattle, WA 98104 Tel: (503) 771-1986 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRES 09/03/2022 T� PROJECTP3282.0, D- . I REVIEWEDB - PHASE: PERMIT SET ISSUE DATE, 03/12/2021 REVISIONS: ELECTRICAL DETAILS E79OUB Mar 25 2021 DEVELOPMENT SERVICES DEPARTMENT SHEET INDEX: J H J 75 co Hp U) Z H H N (D m (n c/) C/) U) J W W p z z O 0 p U CZ') CZ'� Q w Q w w w Q (n (n z (n Z (n (n (n w p p = o o O O U � oOOp p n �LoU a U m a g m a 0o rn rn M M M o 0 0 W O CO CO N m o" N N N — — N O N N — M M M 00 = N = N M M M M �2 o 0 0— o 0 0 0 0 0 XX SHEET # SHEET TITLE 01 W000 SHEET INDEX & GENERAL NOTES 02 W001 GENERAL NOTES 700000000 00000000 03 W002 GENERAL NOTES 04 W003 GENERAL NOTES 00000000 05 W004 GENERAL NOTES 00000000 06 W005 GENERAL NOTES 00000000 07 W006 OVERALL SITE PLAN 00000000 08 W006A OVERALL SITE PLAN 00000 09 W100 SPRAY DECK LAYOUT PLAN 000000000 10 W200 WATER FEATURE EQUIPMENT ROOM LAYOUT PLAN 11 W200A WATER FEATURE EQUIPMENT ROOM LAYOUT PLAN 12 W300 SPRAY DECK SYSTEM SCHEMATIC 13 W301 EQUIPMENT DETAILS 14 W302 EQUIPMENT DETAILS 15 W303 EQUIPMENT DETAILS 16 W400 SPRAY DECK SECTIONS & DETAILS 17 W401 SPRAY DECK SECTIONS & DETAILS 18 W402 SPRAY DECK SECTIONS & DETAILS 19 W500 ELECTRICAL DRAWINGS 20 W501 ELECTRICAL DRAWINGS 21 W502 ELECTRICAL DRAWINGS SHEET INDEX & GENERAL NOTES SCALE: NONE GENERAL NOTES: 1. GENERAL CONDITIONS: 12. CODES/STANDARDS: A. THE PLANS, SPECIFICATIONS AND OTHER CONTRACT DOCUMENTS SHALL GOVERN THE WORK. A. ALL WORK SHALL BE DONE IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL THE PLANS AND SPECIFICATIONS AND OTHER CONTRACT DOCUMENTS ARE INTENDED TO BE CODES, ORDINANCES AND REGULATIONS. COMPLEMENTARY, TO DESCRIBE AND PROVIDE FOR A COMPLETE PROJECT. B. ALL NATIONAL OR INTERNATIONAL CODES AS DEFINED BY THE PROJECT ARCHITECT. C. NATIONAL SANITATION FOUNDATION NSF50 - EQUIPMENT FOR SWIMMING POOLS, SPAS, B. BEFORE ENTERING INTO A CONTRACT FOR EXECUTION OF THE WORK, THE CONTRACTOR HOT TUBS AND OTHER RECREATIONAL WATER FACILITIES SHALL VERIFY ALL QUANTITIES, DIMENSIONS AND SHALL, UPON DISCOVERING ANY ERROR OR D. VIRGINIA GRAEME BAKER ACT 2007 OMISSION OR DISCREPANCIES BETWEEN THE PLANS, SPECIFICATIONS AND ACTUAL E. "WORLD WATERPARK ASSOCIATION CONSIDERATIONS FOR OPERATING SAFETY" CONDITIONS, IMMEDIATELY CALL IT TO THE ATTENTION OF THE OWNER AND - CURRENT EDITION WATER FEATURE ENGINEER. NO WORK SHALL BE DONE WHERE THERE IS A DISCREPANCY F. AMERICAN SOCIETY OF MECHANICAL ENGINEERS - ASME UNTIL APPROVAL HAS BEEN GIVEN BY THE OWNER AND THE WATER FEATURE ENGINEER. G. AMERICAN SOCIETY OF TESTING AND MANUFACTURE - ASTM H. AMERICAN NATIONAL STANDARDS INSTITUTE - ANSI C. THE OWNER SHALL, AT THE REQUEST OF THE CONTRACTOR, PROVIDE PLANS OR FIELD I. UNDERWRITERS LABORATORY INC. STAKING LOCATING EXISTING LINES AND UNDERGROUND UTILITIES. BEFORE EXCAVATING, J. MANUAL OF STEEL CONSTRUCTION, AMERICAN INSTITUTE OF STEEL CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION OF CABLES, CONDUITS, PIPES, SEWERS AND K. NATIONAL ELECTRIC CODE - CURRENT EDITION OTHER UNDERGROUND UTILITIES AND SHALL TAKE PROPER PRECAUTIONS TO AVOID DAMAGE L. MANUAL OF STANDARD PRACTICE, CONCRETE REINFORCING INSTITUTE. TO SUCH UTILITIES. IN THE EVENT OF A CONFLICT OR DISCREPANCIES, THE CONTRACTOR M. "STRUCTURAL CONCRETE FOR BUILDINGS", PUBLICATION ACI 301 OF THE AMERICAN SHALL PROMPTLY NOTIFY THE OWNER AND REQUEST FOR NECESSARY RELOCATION. FAILURE CONCRETE INSTITUTE AND PUBLICATIONS ACI 302 AND ACI 318. TO FOLLOW THIS PROCEDURE PLACES UPON THE CONTRACTOR THE RESPONSIBILITY OF N. AMERICAN CONCRETE INSTITUTE, ACI 506.2-95 "SPECIFICATION FOR SHOTCRETE" & ACI 506R-16 MAKING ANY AND ALL REPAIRS FOR DAMAGES OF ANY KIND AT THEIR EXPENSE. "GUIDE TO SHOTCRETE". 0. ASSOCIATION OF POOL & SPA PROFESSIONALS (APSP) - "STANDARDS FOR SPA, HOT TUBS, D. THE CONTRACTOR SHALL PROVIDE NECESSARY SAFEGUARDS AND EXERCISE CAUTION & POOLS". AGAINST DAMAGE TO EXISTING SITE IMPROVEMENTS. THE CONTRACTOR SHALL BE P. INTERNATIONAL SWIMMING POOL & SPA CODE (ISPSC) - CURRENT EDITION. RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR OPERATIONS AND SHALL REPAIR Q. WORLD HEALTH ORGANIZATION (WHO) - "GUIDELINES FOR SAFE RECREATIONAL WATER OR REPLACE SUCH DAMAGE AT THEIR OWN EXPENSE. ENVIRONMENTS, VOLUME 2 - SWIMMING POOLS & SIMILAR ENVIRONMENTS", 2006. R. "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", E. THE CONTRACTOR SHALL FURNISH AND INSTALL COMPLETE WATER PUBLICATION ACI 315-92 OF THE AMERICAN CONCRETE INSTITUTE. FEATURES AS DESCRIBED IN THE SCOPE OF WORK. ALL WORK SHALL BE IN STRICT S. "ASTM" REQUIREMENTS FOR ALL STEEL COMPONENTS OF THE AMERICAN SOCIETY OF ACCORDANCE WITH PLANS, SPECIFICATIONS AND EXISTING CODES AND REGULATIONS. TESTING MATERIALS. T. "STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION"- ("GREENBOOK") F. SOILS REPORTS, ARCHITECTURAL, CIVIL, MECHANICAL AND ELECTRICAL PLANS, AND OTHER - CURRENT EDITION. DOCUMENTS HAVE BEEN PREPARED FOR THIS PROJECT. BY REFERENCE, THESE PROJECT U. OSHA CODE REGULATION (STANDARDS- 29CFR) . DOCUMENTS ARE MADE A PART OF THESE SPECIFICATIONS. COPIES OF THE PLANS AND V. LOCAL MUNICIPAL SAFETY CODES, ORDINANCES AND ORDERS. REPORTS ARE AVAILABLE FOR INSPECTION AT THE OWNER'S OFFICE. W. ASTM A 312 - SPECIFICATION FOR SEAMLESS AND WELDED AUSTENITIC STAINLESS STEEL PIPE. X. ASTM B 88 - SPECIFICATION FOR SEAMLESS COPPER WATER TUBE. G. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES TO AVOID CONFLICTS AND Y. ALL CONCRETE FOR WATER FEATURE BASINS SHALL CONFORM TO ACI STANDARDS FOR UNNECESSARY DELAYS. HYDRAULIC STRUCTURES, ACI 318. H. CONTRACTOR SHALL COORDINATE ALL INGRESS/EGRESS POINTS, STAGING/STORAGE AREAS, STOCKPILING, ETC., WITH OWNER PRIOR TO CONSTRUCTION. I. ALL INFORMATION PROVIDED HEREIN RELATING TO ARCHITECTURAL STRUCTURES HAS BEEN PROVIDED FOR REFERENCE ONLY. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR BUILDING INFORMATION. ALL DISCREPANCIES BETWEEN THESE PLANS AND ARCHITECTURAL PLANS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND WATER FEATURE ENGINEER. ALT 1 1 0 T� V m 0 z r CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 DESIGN GROUP, INC. 2500 Redhill Ave, Smte 205 • Santa Ana, CA W705 Phone: (90 476-8777 • FAX (9491476-5048 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRATION DATE: 5/4/2021 PROJECT NUMBER: P3282.04 DRAWN BY: REVIEWED BY: STO STO PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: SHEET INDEX & GENERAL NOTES U 6 W0QaQr202l CITY OF EDMONDS DEPARTMENT GENERAL NOTES: 13. PLAN INFORMATION: I A. WRITTEN DIMENSIONS SHALL PREVAIL OVER SCALED DIMENSIONS. B. PIPING PLANS ARE SCHEMATIC UNLESS OTHERWISE NOTED AND SHALL NOT BE USED FOR STAKING THE WATER FEATURES. C. ABBREVIATIONS: A.F.F. ABOVE FINISH FLOOR FTN. FOUNTAIN O.C. ON CENTER A.F.S. ABOVE FINISH SLAB GA. GAUGE O.D. OUTSIDE DIAMETER A.P. ACCESS PANEL GAL. GALLONS O.W.S. OPERATING WATER SURFACE ARCH. ARCHITECT GALV. GALVANIZED PA PLANTER AREA AUTO AUTOMATIC GD GRADE PH PHASE A.V. AIR VENT G.F.I. GROUND FAULT INTERRUPTER PLCS PLACES & AND GPM GALLONS PER MINUTE PSI POUNDS PER SQUARE INCH BFV BUTTERFLY VALVE H.B. HOSE BIBB PVC POLYVINYL CHLORIDE BLDG BUILDING H.C. HANDICAP CHAIR R.B. REDUCER BUSHING BTU/HR BRITISH THERMAL UNITS PER HOUR HDPE HIGH DENSITY POLYETHYLENE REQ'D REQUIRED BV BALL VALVE H.E. HEAT EXCHANGER SCH SCHEDULE C.F.M. CUBIC FEET PER MINUTE HORIZ HORIZONTAL S.D. STORM DRAIN C. 1. CAST IRON HP HORSEPOWER SHT SHEET C.J. CONSTRUCTION JOINT HR. HOUR SL SLOPE CNTL CONTROL HT HEIGHT SPEC SPECIFICATION C.O. CLEAN OUT Hz HERTZ SQ. SQUARE CONT. CONTINUOUS I.E. INVERT ELEVATION SQ.FT. SQUARE FOOT CPVC CHLORINATED POLYVINYL CHLORIDE IN INCH SQ.IN. SQUARE INCH CU.FT. CUBIC FEET INV. INVERT S.S. STAINLESS STEEL CU.IN. CUBIC INCH kPa KILOPASCAL STRUCT. STRUCTURAL CU.M. CUBIC METER kW KILOWATT S.W.S. STATIC WATER SURFACE CV CHECK VALVE L LITERS TDH TOTAL DYNAMIC HEAD DET. DETAIL LBS POUNDS T.O.C. TOP OF CURB/COPING/CONCRETE DIA DIAMETER LDPE LOW DENSITY POLYETHYLENE T.O.S. TOP OF STAIR DN. DOWN L.F. LINEAR FEET T.O.W. TOP OF WALL DWG DRAWING LPS LITER PER SECOND TYP. TYPICAL E.J. EXPANSION JOINT M METER U.O.N. UNLESS OTHERWISE NOTED EL.ELEV. ELEVATION M3/HR CUBIC METER PER HOUR V VOLTS ELEC. ELECTRIC OR ELECTRICAL MAX. MAXIMUM VENT. VENTILATION EQ. EQUAL MECH MECHANICAL VERT. VERTICAL EQUIP EQUIPMENT MEP MECH/ELEC/PLUMBING W/ WITH F.F.E. FINISH FLOOR ELEVATION MFR MANUFACTURER W.L. WATER LEVEL FIX. FIXTURE MIN. MINIMUM W.S. WATER SURFACE FLR. FLOOR MPa MEGAPASCAL WP WATERPROOFING F.M. FLOW METER N.T.S. NOT TO SCALE W.W.M. WELDED WIRE MESH FT. FOOT N.W.S. NORMAL WATER SURFACE O.A.E. OR APPROVED EQUAL 4. DRAWING LEGEND: I POOL SKIMMER `--1 FOUNTAIN SKIMMER LINEAR DRAIN SQUARE DRAIN ROUND DRAIN WALL INTAKE FLOOR INTAKE �a WALL INLET Oo FLOOR INLET SPA HYDROTHERAPY JET Fw-sl WATER SUPPLY LEVEL SENSOR/FLOAT FoF] OVERFLOW WATERPROOFING RELIEF DRAIN UNDERWATER LIGHT UNDERWATER LIGHT Op UNDERWATER LIGHT �i UNDERWATER LIGHT ® DEPTH MARKER FE NO DIVING MARKER GENERAL NOTES SCALE: NONE ® EMERGENCY SHUT-OFF SWITCH ® SPA JET TIMER BUTTON FS-1 POOL SIGNAGE vHOSE BIBB FF DRINKING FOUNTAIN FP EMERGENCY PHONE FL c ELEVATED LIFEGUARD CHAIR FL s LIFEGUARD STATION FL E LIFESAVING EQUIPMENT d,° WIND SENSOR 0 FOUNTAIN JET ® FOUNTAIN JET OFOUNTAIN JET OFOUNTAIN JET ---e DISCHARGE PIPING SUCTION PIPING �- — -2 UTILITY PIPING 2— —? GRAVITY PIPING 5. SUBMITTALS: A. PRODUCT DATA: CONTRACTOR SHALL PROVIDE A CONSOLIDATED PACKAGE OF MANUFACTURER'S TECHNICAL LITERATURE FOR EACH ITEM SPECIFIED OR OTHERWISE REQUIRED. SUBMITTAL SHALL INCLUDE DESCRIPTIONS, DIMENSIONS, FINISHES AND INSTALLATION PROCEDURES. IDENTIFY EACH COMPONENT TO DESIGNATE THE APPLICATION OR LOCATION ON THE PROJECT. B. SHOP DRAWINGS: CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR THE FOLLOWING: i. ELECTRICAL PANELS, ELECTRICAL CONDUIT RUNS, JUNCTION BOXES, GFCIs AND ELECTRICAL SWITCH LOCATIONS ii. SPECIALTY ITEMS INCLUDING PRE -MANUFACTURED BASINS, SURGE TANKS, ETC. iii. PIPE SUPPORTS, EQUIPMENT ANCHORAGE INCLUDING CALCULATIONS iv. PIPE PENETRATIONS THAT REQUIRE CONCRETE CORING CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL ITEMS THAT DEVIATE FROM THE CONTRACT DOCUMENTS. THIS INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING: i. WATER FEATURE LAYOUTS AND PIPING PLANS ii. EQUIPMENT ROOM PLANS iii. EQUIPMENT DETAILS iv. WATER FEATURE BASIN AND FITTING DETAILS ALL SHOP DRAWINGS SHALL BE CLEARLY LEGIBLE AND DRAWN TO SCALE. 16. GRADING/TRENCHING: A. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATIONS AND PROPER SHORING OF TRENCHES, ETC., IN COMPLIANCE WITH OSHA AND ALL OTHER APPLICABLE CODES. B. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER OF ANY HAZARDOUS MATERIAL UNCOVERED DURING EXCAVATION. C. WATER FEATURE SUBGRADE SHALL BE SCARIFIED TO MINIMUM 6" DEPTH AND RECOMPACTED TO 90% MINIMUM RELATIVE DENSITY PER ASTM D 1557-70. D. CONTRACTOR SHALL REVIEW PROJECT GEOTECHNICAL ENGINEER'S REPORT PRIOR TO CONSTRUCTION. ALL WATER FEATURE BASINS, PRECAST VAULTS, ETC., SHALL BE PLACED ON SOIL PREPARED PER THE RECOMMENDATIONS OF THE GEOTECH ENGINEER AND INCLUDING BUT NOT LIMITED TO BORINGS, DEWATERING, OVEREXCAVATION TO DEPTHS REQURIED BY GEOTECH ENGINEER, SCARIFICATION, REMOVAL OF UNSUITABLE SOIL, REPLACEMENT WITH APPROVED SOILS, BACKFILL, MOISTURE CONDITIONING, DRAINAGE REQUIREMENTS, COMPACTION AND TESTING. E. CONTRACTOR SHALL COORDINATE PIPE ROUTING WITH OTHER TRADES TO AVOID UNDERGROUND UTILITIES, FOOTINGS, TREE ROOT BALLS AND OTHER OBSTRUCTIONS. SUBMIT ROUTING FOR REVIEW AND APPROVAL IF DIFFERENT THAN SHOWN ON PLANS. F. CONTRACTOR SHALL NOTIFY ENGINEER ONE (1) WEEK PRIOR TO BACKFILLING TRENCHES. G. REFER TO THE SECTION UNDER "PIPING" IN THESE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. H. HYDROSTATIC RELIEF VALVES SHALL BE INSTALLED ON ALL BASINS, VAULTS AND OTHER BELOW GRADE STRUCTURES THAT RESIDE WITHIN ANTICIPATED GROUNDWATER ZONES UNLESS OTHERWISE APPROVED BY ENGINEER. 7. CONCRETE: A. CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION FROM STRUCTURAL ENGINEER PRIOR TO PENETRATING ANY EXISTING WALL OR SLAB. B. WATERSTOPS SHALL BE INSTALLED AT ALL CONCRETE COLD JOINTS, EXPANSION JOINTS AND PIPE PENETRATIONS UNLESS OTHERWISE NOTED. WATERSTOPS SHALL BE INSTALLED WITH MINIMUM CONCRETE COVERAGE AS REQUIRED BY MANUFACTURER'S SPECIFICATIONS. C. CONTRACTOR SHALL NOTIFY WATER FEATURE ENGINEER MINIMUM OF ONE (1) WEEK PRIOR TO INSTALLATION OF ANY WATER FEATURE CONCRETE BASIN. D. VERTICAL TOLERANCE FOR INFINITY WEIRS SHALL BE +/-0.025" UNLESS OTHERWISE NOTED. E. ALL ELEVATED PAVERS SUBJECT TO PEDESTRIAN LOADING SHALL BE SUPPORTED TO PROVIDE A MINIMUM OF 300 PSF CAPACITY. PAVERS SHALL BE REINFORCED IF STRUCTURALLY INADEQUATE AS A STAND-ALONE MATERIAL. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION. F. ALL ELEVATED PAVERS SHALL BE SUPPORTED TO MAINTAIN UNIFORM SPACING. GAPS SHALL NOT EXCEED 1/2" IN ANY PEDESTRIAN ACCESS TRAVEL. G. CONTRACTOR SHALL PROVIDE OWNER AND DESIGN TEAM A LIST OF SAMPLES & MOCK-UPS PRIOR TO INSTALLATION. H. ALL REINFORCING BARS SHALL BE INSTALLED WITH A MINIMUM CONCRETE COVERAGE OF 2-3/4"; 3" WHEN CONCRETE WALL OR SLAB IS IN CONTACT WITH SOIL. I. ALL REINFORCING BARS SHALL BE GRADE 60 UNLESS OTHERWISE NOTED. J. CONCRETE 28 DAY MINIMUM STRENGTH SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED IN THE STRUCTURAL CALCULATIONS: i. FOUNTAINS = 3000 PSI ii. PONDS = 2500 PSI iii. RAT SLABS UNDER SS VESSELS = 4000 PSI iv. MISCELLANEOUS CONCRETE = 2500 PSI (HOUSEKEEPING PADS, ETC.) ALT .11C. 1 g9" CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 DESIGN GROUP, INC. 2500 Redhill Ave, Smte 205 • Santa Ana, CA W705 Phone; (90 476-8777 • FAX (90 476- 5048 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRATION DATE: 5/4/2021 PROJECT NUMBER: P3282.04 DRAWN BY: =STO STO PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS. GENERAL NOTES U 6 W00alr2021 CITY OF EDMONDS DEPARTMENT GENERAL NOTES: 18. WATERPROOFING: I 10.EQUIPMENT: A. ALL WATERPROOFING SYSTEMS SHALL BE FLOOD TESTED PER MANUFACTURER'S SPECIFICATIONS. A. ALL EQUIPMENT INCLUDING PUMPS, FILTERS, CHEMICAL FEED SYSTEMS, SKIMMERS, ETC., SHALL BE NSF LISTED WHEN USED ON POOLS, SPAS AND ALL OTHER INTERACTIVE WATER FEATURES. B. ALL PENETRATIONS THROUGH WATERPROOFING SYSTEMS SHALL BE SEALED WITH PIPE BOOTS, PIPE SEALS, OR OTHER APPROVED METHOD. ALL B. ALL WETTED PUMP PARTS AND CAST IRON PIPES AND FITTINGS OF EACH PUMP SYSTEM SHALL BE FUSE COATED, INTERIOR ONLY. ALL EXTERIOR WORK SHALL COMPLY WITH MANUFACTURER'S SPECIFICATIONS. PARTS AND EXTERIOR OF CAST IRON PIPES AND FITTINGS SHALL BE COATED WITH A HIGH GRADE ENAMEL PAINT FOR CORROSION PROTECTION. C. ALL WATERPROOFING SYSTEMS SHALL BE PROTECTED FROM MECHANICAL IMPACT AND ULTRA VIOLET LIGHT EXPOSURE AS SHOWN ON THE C. CONTRACTOR SHALL VERIFY ELECTRICAL FEED VOLTAGE AND PHASE PRIOR TO ORDERING ANY ELECTRICAL EQUIPMENT. DRAWINGS AND AS REQUIRED BY MANUFACTURER'S SPECIFICATIONS. D. PUMP MOTORS FOR ALL PUMPS EQUIPPED WITH VARIABLE FREQUENCY DRIVES (VFD) SHALL BE PREMIUM EFFICIENT, INVERTER RATED SUITABLE FOR VFD OPERATION. D. ALL SEALANTS AND WATERSTOPS SHALL BE RATED FOR IMMERSION IN CHEMICALLY TREATED WATER FOR ALL SYSTEMS UNLESS OTHERWISE NOTED. E. PRESSURE / VACUUM GAUGES (WITH LIQUID FILL DIALS) SHALL BE PROVIDED ON EFFLUENT / INFLUENT SIDES OF ALL PUMPS AND FILTERS. ALL PUMPS INSTALLED IN FLOODED SUCTION CONDITION SHALL HAVE COMPOUND VACUUM/PRESSURE GAUGES. E. ALL PIPE PENETRATIONS THROUGH WATER FEATURE CONCRETE SHELLS SHALL HAVE A HYDROPHILIC TYPE WATERSTOP. PIPES 4" AND SMALL SHALL HAVE ADEKA P-201 PASTE, PIPES 6" AND LARGER SHALL HAVE ADEKA KBA 1510FP WATERSTOP OR APPROVED EQUAL. F. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S REQUIREMENTS. F. ALL PVC MEMBRANE LINERS INSTALLED ON GRADE SHALL BE PLACED ON GEOTEXTILE FABRIC UNLESS OTHERWISE APPROVED BY THE WATER G. ALL CHEMICAL CONTROLLERS USED WITH SALT WATER POOLS (CHLORINE GENERATORS) SHALL BE SUPPLIED WITH FEATURE ENGINEER. GOLD TIP ELECTRODES. H. PROVIDE EPDXY COATING ON ALL WALLS, FLOOR AND CEILING OF CHEMICAL ROOMS. G. SLAB WATERPROOFING SHALL BE INSTALLED ON SOUND STRUCTURAL SUBSTRATES, PREPARED AND CURED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. H. WATERPROOFING SYSTEMS SHALL BE INSTALLED WITH ALL COMPONENTS REQUIRED BY MANUFACTURER AND CURED PER MANUFACTURER'S 11. ELECTRICAL: SPECIFICATIONS TO MAINTAIN WARRANTIES. I. ALL STRUCTURAL SLAB WATERPROOFING SYSTEMS UNDER WATER FEATURE BASINS SHALL BE PROVIDED WITH RELIEF DRAINS OR OTHER APPROVED MEANS OF DRAINAGE. J. WATER FEATURE CONCRETE SHELLS SHALL INCLUDE IN THE MIX DESIGN XYPEX C-500 CRYSTALLINE WATERPROOFING ADMIXTURE (OR EQUAL) UNLESS OTHERWISE NOTED. 19. PIPING: A. ALL PIPING MATERIALS ARE SUBJECT TO APPROVAL BY PERMITTING AGENCY. B. PIPING SHALL BE INSTALLED WITHOUT AIR ENTRAPPING HIGH POINTS OR REVERSE SLOPES, i.e. NO INVERTED "U" SHAPE CONFIGURATIONS. C. PIPE LAYOUTS SHOWN ON PLANS REPRESENT DESIGNATED PIPE ROUTING, ALLOWING FOR MINOR REALIGNMENT NECESSITATED BY FIELD CONDITIONS. APPROVAL BY THE WATER FEATURE ENGINEER IS REQUIRED FOR MAJOR REROUTING OF PIPING. PIPE RUNS SHALL BE INSTALLED WITH THE LEAST NUMBER OF FITTINGS. UNLESS SHOWN ON PLANS, THERE SHALL BE NO PIPE INSTALLATION UNDERNEATH THE WATER FEATURES. D. TRENCHES SHALL BE EXCAVATED TO THE FULL WIDTH AND DEPTH REQUIRED FOR PROPER INSTALLATION OF PIPE AND IN ACCORDANCE WITH THE REQUIREMENTS OF PIPE MANUFACTURER AND APPLICABLE CODES. TRENCH FLOORS SHALL PROVIDE UNIFORM BEARING AND SUPPORT FOR THE ENTIRE LENGTH OF PIPE RUNS. E. HORIZONTAL SEPARATION BETWEEN PIPES SHALL BE 4" MINIMUM; VERTICAL SEPARATION BETWEEN PIPES SHALL BE 6" MINIMUM. CONSIDERATION FOR TIGHTER SPACING WITH JETTED SAND OR SLURRY BACKFILL MAY BE GIVEN BY WATER FEATURE ENGINEER - CONTRACTOR SHALL SUBMIT SPACING AND BACKFILL METHOD PRIOR TO INSTALLATION. F. PROVIDE MINIMUM 24" COVER OVER ALL PIPING USING APPROVED MATERIAL COMPACTED TO 90% MIN .RELATIVE DENSITY, PER ASTM D1557. G. PIPE MATERIAL: i. ALL PIPING IN NON-2HR RATED SPACES SHALL BE SCH. 80 CPVC OR SCH. 10 GR 316L S.S. WITH WRITTEN AUTHORIZATION FROM ENGINEER U.O.N. ii. ALL EXPOSED PVC/CPVC PIPING SHALL BE SCH. 80 U.O.N. iii. ALL BURIED PVC/CPVC PIPING SHALL BE SCH. 40. U.O.N. iv. ALL CONNECTIONS BETWEEN STEEL AND PVC SHALL BE MADE WITH FLANGES OR SPECIAL TRANSITION FITTINGS U.O.N. H. HYDROSTATIC TESTING IS REQUIRED FOR ALL PIPING. DO NOT USE COMPRESSED AIR IN PVC PIPES. ALL PIPING SHALL BE PRESSURE TESTED TO 50PSI FOR A MINIMUM OF 4 HOURS. PIPES CONNECTED TO PRE -MANUFACTURED SKIMMERS AND DRAIN SUMPS SHALL BE TESTED TO 15PSI FOR A MINIMUM OF 8 HOURS. I. PIPE WRAP REQUIRED ON ALL UNDERGROUND METALLIC PIPING. J. THERMAL INSULATION SHALL BE REQUIRED AS DIRECTED ON DRAWINGS. ALL HEAT EXCHANGER HOT LOOP PIPING WITHIN POOL EQUIPMENT ROOM SHALL HAVE THERMAL PIPE WRAP PER MEP ENGINEER'S SPECIFICATIONS. K. HEAT TRACE SYSTEM SHALL BE PROVIDED ON ALL PIPING LOCATED IN AREAS SUBJECT TO FREEZING CONDITIONS. L. PROVIDE THRUST BLOCKS PER SPECIFICATIONS. M. ALL PIPE AND EQUIPMENT SHALL BE SUPPORTED TO ELIMINATE VISIBLE MOVEMENT DURING NORMAL OPERATION. N. PROVIDE DIELECTRIC SEPARATORS BETWEEN ALL DISSIMILAR METALS. 0. ALL RECTANGULAR FIBERGLASS OR PLASTIC TANKS SHALL BE SUPPORTED WITH STRAP SYSTEM AS REQUIRED BY MANUFACTURER. P. CONTRACTOR SHALL PROVIDE DRAIN LINES AND VALVES ON EACH SYSTEM TO FACILITATE COMPLETE DRAINAGE FOR MAINTENANCE AND WINTERIZING. GENERAL NOTES SCALE: NONE A. ALL ELECTRICAL EQUIPMENT SHALL BE GROUNDED PER NEC. B. BONDING IS REQUIRED ON INTERACTIVE WATER FEATURES TO ELIMINATE VOLTAGE GRADIENT IN THE WATER FEATURE AREA. BOND ALL COMPONENTS AND SURROUNDING DECK REINFORCING STEEL WITH #8 WIRE AND APPROVED CONNECTORS PER NEC. FOUNTAINS WITH METALLIC PIPING SYSTEMS SHALL BE BONDED. C. ALL JUNCTION BOXES FOR WATER FEATURE LIGHTING CIRCUITS SHALL BE LOCATED 4" MIN. (MEASURED FROM THE FLOOR OF THE BOX) ABOVE GROUND LEVEL, OR POOL DECK AND 8" MIN. ABOVE WATER FEATURE'S HIGHEST WATER SURFACE ELEVATION, WHICHEVER IS THE HIGHER. D. CONTRACTOR SHALL FIELD LOCATE ALL ELECTRICAL JUNCTION BOXES, GFCIs, LED POWER SUPPLIES, CONDUIT RUNS AND ALL ASSOCIATED PENETRATIONS. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO INSTALLATION. E. ELECTRICAL PANELS SHALL BE CONFIGURED FOR INSTALLATION IN ALLOCATED LOCATIONS, TO COMPLY WITH REQUIRED CLEARANCES AND PROVIDE CONVENIENT ACCESS FOR INSPECTION AND MAINTENANCE. 12. WATER CHEMISTRY BALANCE: I 0 WATER CHEMISTRY FOR ALL CHEMICALLY TREATED WATER FEATURES SHALL BE MAINTAINED AS FOLLOWS: i. FREE CHLORINE: 1.0 - 3.0 ppm ii. COMBINED CHLORINE: iii. BROMINE: iv. pH: v. TOTAL ALKALINITY: NONE 3.0 - 5.0 ppm (IF USED IN LIEU OF CHLORINE) 7.4 - 7.6 80 - 100 ppm vi. TDS: 1000 - 2000 ppm vii. CALCIUM HARDNESS: 200 - 400 ppm viii. CYANURIC ACID: ix. ORP / HHR: 20 ppm (MAX.) 700 - 780 mV DOMESTIC WATER SUPPLYING THE WATER FEATURES SUITABLE FOR USE. ADJUST CHEMICAL PARAMETERS ACCORDINGLY AS REQUIRED TO ACHIEVE LEVELS INDICATED ABOVE. C. CONTRACTOR SHALL PROVIDE ONE WATER CHEMISTRY TEST KIT IN EACH WATER FEATURE EQUIPMENT ROOM. ALT .ne. 1 gc)v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 M DESIGN GROUP, INC. 2500 RedhiU Ave, Smte 205 Santa Ana, CA 92705 Phone: (949) 476-8777 • FAX (949) 476-6048 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRATION DATE: 5/4/2021 PROJECT NUMBER: P3282.04 DRAWN BY: REVIEWED BY: STO STO PHASE. PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: GENERAL NOTES WO@QUB mar= 2021 CITY OF EDMONDS DEPARTMENT GENERAL NOTES: 13. WATER FEATURE START-UP, TESTING, COMMISSIONING AND OWNER TRAINING: A. CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO OWNER AND ENGINEER 2 WEEKS PRIOR TO STARTING SYSTEM. B. ALL FINISHES SHALL BE INSTALLED AND PROPERLY CURED PRIOR TO FILLING BASIN WITH WATER. C. THE ENTIRE SYSTEM SHALL BE THOROUGHLY FLUSHED PRIOR TO INSTALLING FINISHES D. RECIRCULATION SYSTEM SHALL BE READY FOR START UP BEFORE BASIN IS FILLED WITH WATER. E. SYSTEM SHALL BE FILLED USING CLEAN POTABLE WATER. WATER CHEMISTRY LEVELS SHALL BE VERIFIED, DOCUMENTED AND SUBMITTED TO OWNER AND ENGINEER FOR REVIEW PRIOR TO FILLING SYSTEM. THE FILL SUPPLY SHALL COMPLY WITH REQUIREMENTS SET FORTH BY THE FINISH MATERIAL MANUFACTURER. F. CONTRACTOR SHALL SUPPLY CHEMICALS NECESSARY FOR PROPER WATER CHEMISTRY BALANCE DURING THE START UP AND MAINTENANCE PERIOD. G. ALL WATER CHEMICAL LEVELS SHALL BE PROPERLY MAINTAINED. CONTRACTOR TO KEEP DAILY LOG AND SUBMIT TO OWNER AND ENGINEER FOR REVIEW. H. UNLESS OTHERWISE NOTED ON THE DRAWINGS, THE CONTRACTOR SHALL PERFORM A HYDROSTATIC LEAK TEST OF THE BASIN. I. CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD AS SPECIFIED IN THE PROJECT SPECIFICATIONS. J. CONTRACTOR SHALL PROVIDE ONE (1) WEEK MINIMUM WRITTEN NOTIFICATION TO ENGINEER FOR FIELD REVIEW. K. CONTRACTOR SHALL PROVIDE TO OWNER "OPERATIONS AND MAINTENANCE MANUALS" (O&M) FOR EACH SYSTEM COMPLETE WITH START UP, SHUT DOWN, CLEANING, WINTERIZING, WATER CHEMISTRY BALANCE AND GENERAL MAINTENANCE PROCEDURES, INCLUDING SCHEDULE OF FREQUENCY. L. CONTRACTOR SHALL PROVIDE START UP SERVICES THAT INCLUDE COMMISSIONING, CALIBRATION, ADJUSTMENT OF ALL EQUIPMENT, CHEMICAL, ETC., AS NEEDED TO MAINTAIN EACH SYSTEM IN GOOD WORKING ORDER. CONTRACTOR SHALL SOLICIT THE SERVICES OF THE EQUIPMENT MANUFACTURER OR AUTHORIZED REPRESENTATIVE AS NEEDED TO ASSURE PROPER OPERATION OF EACH COMPONENT. CONTRACTOR SHALL PROVIDE COMPREHENSIVE TRAINING ON THE OPERATION AND MAINTENANCE OF EACH SYSTEM TO THE OWNER'S APPOINTED MAINTENANCE STAFF. GENERAL: PROJECT SPECIFICATIONS AND CONTRACTS SHALL PROVIDE ADEQUATE TESTING, COMMISSIONING, AND OPERATIONAL START-UP STEPS TO ENSURE A FULLY OPERATIONAL WATER FEATURE. THESE CRITERIA GENERALLY INCLUDE: A. CONSTRUCTION TESTING FOR PROPER ASSEMBLY AND MATERIAL SOUNDNESS. B. STARTING, TESTING, PROOFING, ADJUSTING AND BREAK-IN OF INDIVIDUAL COMPONENTS. C. TESTING, ADJUSTING, CALIBRATING, CONTROLLER PROGRAMMING; RUNNING AND FINALIZING OPERATIONAL DISPLAYS AND ROUTINES PER THE WATER FEATURE NARRATIVE, WATER TREATMENT PROCESSES, INSTRUMENTATION AND MONITORING, AND SAFETY FEATURES OF THE ENTIRE FOUNTAIN. D. VALIDATING O&M DOCUMENTATION, OPERATING DISPLAY PROGRAM DOCUMENTATION AND INSTRUMENTATION AND CONTROL DOCUMENTATION. E. TRAINING MAINTENANCE STAFF IN THE START-UP AND OPERATIONS OF THE NEW SYSTEMS. TESTING: TESTING IS REQUIRED ON ALL WATER FEATURE COMPONENTS TO ENSURE ALL EQUIPMENT AND MATERIALS ARE INSTALLED AS SPECIFIED AND OPERATING CORRECTLY IN ORDER TO PROCEED WITH COMMISSIONING AND START-UP OF SYSTEMS. THE FOLLOWING ITEMS AND PROCEDURES WILL BE ADDRESSED BEFORE START-UP WITH SPECIFIC START-UP STEPS AND CHECKLISTS. ALL ACTIVITIES SHALL BE OBSERVED BY APPROPRIATE OWNER'S REPRESENTATIVES AND DESIGNEES. TEST RESULTS AND COMPONENT DOCUMENTATION SHALL BE PROVIDED TO OWNER WITH 'AS -BUILT' DRAWINGS, O&M MANUALS AND OPERATIONAL DESCRIPTIONS. ASSURE THROUGH THE TESTING THAT THE PERFORMANCE AND APPEARANCE OF THE WATER FEATURE MEETS THE DESIGN INTENT. A. PIPE TESTING: THIS TESTING WILL OCCUR DURING THE CONSTRUCTION PROCESS AND WILL BE COMPLETE PRIOR TO FUNCTIONAL TESTING OF THE FOUNTAIN. i. TEST ALL PIPING BEFORE CONCEALMENT, COATING, PAINTING, WRAPPING, OR INSULATING. ii. HYDROSTATICALLY TEST ALL PIPING WITH WATER. DO NOT TEST WITH AIR OR COMPRESSED GASES. iii. TEST ALL PIPING TO AT LEAST 1.5 TIMES THE DESIGN OPERATING PRESSURE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. B. PUMPS: THIS WILL INCLUDE OPERATIONAL TESTING OF THE PUMPS BUT MAY REQUIRE FURTHER TESTING WHEN THE ENTIRE SYSTEM IS RUN AS A WHOLE. i. CORRECT MOTOR ROTATION ii. OPERATIONAL PARAMETERS PER PUMP CURVES C. VALVE AND VALVE CONTROLS: i. ACTUATORS WORKING CORRECTLY ii. REGULATORS WORKING CORRECTLY iii. MANUAL VALVES OPERABLE D. WATER TREATMENT SYSTEMS INSTALLATION: i. LEAKAGE ii. REGULATING/PUMPING E. FILTER SYSTEMS: i. FILTER MEDIA ii. PUMPING iii. LEAKAGE iv. AUTO/MANUAL BACKWASH V. OPERATING CHARACTERISTICS COMMISSIONING: COMMISSIONING IS THE PROCESS OF CORRECTING, ADJUSTING, CALIBRATING AND DEMONSTRATING THAT ALL THE SYSTEMS (I.E. MECHANICAL, PLUMBING, ELECTRICAL, SAFETY, SECURITY, TREATMENT) ARE OPERATING AND PERFORMING IN COMPLIANCE WITH THE DESIGN PERFORMANCE REQUIREMENTS AND AS DESIGNED. COMMISSIONING SHALL LAST A MINIMUM OF 30 DAYS AND IF ANY DEFECTS ARE FOUND IN THOSE 30 DAYS, THE 30-DAY PERIOD SHALL START OVER. THE 30-DAY PERIOD SHALL NOT START UNTIL THE JURISDICTIONAL AGENCY'S OPERATING PERMIT HAS BEEN ISSUED, REGARDLESS OF WHETHER OR NOT ALL OTHER COMMISSIONING REQUIREMENTS HAVE BEEN MET.THE FOLLOWING ITEMS AND PROCEDURES WILL BE ADDRESSED BEFORE COMMISSIONING WITH SPECIFIC COMMISSIONING STEPS AND CHECKLISTS. ALL ACTIVITIES SHALL BE OBSERVED BY APPROPRIATE OWNER'S REPRESENTATIVES AND DESIGNEES. A. INITIAL COMMISSIONING: i. OBSERVATION OF ALL COMMISSIONING ACTIVITIES BY AUTHORIZED REPRESENTATIVE AND CONSTRUCTION STAFF IS REQUIRED ii. INITIAL START-UP PLAN AND PROCEDURES SHALL BE PERFORMED iii. COMPONENT INSTALLATION REVIEW - VERIFY EQUIPMENT HAS BEEN INSTALLED PER DRAWINGS, SPECIFICATIONS, AND STATE AND LOCAL CODES iv. EQUIPMENT TO BE COMMISSIONED BY EQUIPMENT MANUFACTURERS' TECHNICAL REPRESENTATIVE V. IDENTIFICATION TAGS WITH APPROPRIATE TEXT ARE HUNG ON APPROPRIATE EQUIPMENT. ALL PIPING HAS BEEN PERMANENTLY LABELED, INCLUDING FLOW DIRECTION ARROWS, IN ACCORDANCE WITH SPECIFICATIONS. vi. CONFIRM THAT INITIAL TRASH REMOVAL, CLEANING, AND CHECK FOR OBSTRUCTIONS AND SUBSEQUENT CHECKS AFTER INITIAL START-UP HAVE BEEN PERFORMED vii. ELECTRICAL EQUIPMENT HAS BEEN CHECKED ACCORDING TO START-UP CHECKLIST viii. FILL AND AIR PURGING PERFORMED ix. VALVE, REGULATOR, AND FLOW SETTING AND ADJUSTMENTS AFTER INITIAL OPERATION HAVE BEEN CHECKED AND PERFORMED B. NORMAL OPERATING PROCEDURES: i. DEMONSTRATE NORMAL START-UP PROCEDURES TO BE FOLLOWED WHEN THE WATER FEATURE IS ALREADY FILLED a. FILTER CIRCULATION OPERATION b. BACKWASH OPERATION C. WATER EFFECTS PUMPING OPERATION d. TREATMENT OPERATION e. SUMP PUMP OPERATION f. MOTOR TEMPERATURES g. WATER FEATURE PROGRAMMING h. ELECTRICAL START UP CHECKLIST ii. CHEMICALS TO BE PROVIDED BY CONTRACTOR DURING THE ENTIRE TESTING AND COMMISSIONING PERIOD C. DEMONSTRATE PROCEDURES FOR ALARMS AND TROUBLESHOOTING D. DEMONSTRATE NORMAL WATER FEATURE OPERATIONS INCLUDING i. WATER FEATURE AND PUMP STRAINERS CLEANING PROCEDURES ii. WATER FEATURE DRAINING AND SHUTDOWN PROCEDURES iii. WATER FEATURE FILLING, TRASH REMOVAL, CLEANING AND AIR -PURGING PROCEDURES iv. OPERATION AND MAINTENANCE FOR ELECTRICAL EQUIPMENT V. WATER TREATMENT CHEMICAL REFILL PROCEDURES vi. ELECTRICAL SETTING TIME CLOCK PROCEDURE a. WATER FEATURE PROGRAMMING SETTING PROCEDURES b. GENERAL CLEANUP PROCEDURES AND REQUIREMENTS vii. PHYSICAL CLEAN UP OF THE DECK SURFACE, WETTED SURFACES, WATER FEATURE PERIMETER AREA AND FOUNTAIN POOL AREAS ARE ROUTINE MAINTENANCE WORK viii. GRAFFITI REMOVAL AND VANDALISM REPAIRS ESSENTIAL TO THE PRESERVATION OF THE AESTHETIC AND RECREATIONAL FUNCTION OF THE WATER FEATURE OWNER TRAINING: A. TRAINING FOR OWNER OPERATORS AND MAINTENANCE PERSONNEL TO OCCUR DURING COMMISSIONING PERIOD. ADDITIONALLY, MAINTENANCE PERSONNEL TO BE PROVIDED WITH A TOTAL OF TWO (2) SEPARATE FOUR (4) HOUR TRAINING SESSIONS. B. VALIDATION OF THE OPERATIONS AND MAINTENANCE MANUALS, INCLUDING DOCUMENTATION ON ALL SETTINGS AND COMPONENTS, AND STARTUP/SHUTDOWN PROCEDURES. 14. MISCELLANEOUS: A. CONTRACTOR SHALL OBTAIN AND REVIEW PLANS BY THE APPROPRIATE PROJECT DISCIPLINE DEVELOPED BY OTHERS FOR THE FOLLOWING INFORMATION: i. FINISH GRADES F. ELECTRICAL SYSTEM: ii. DECK ELEVATIONS, DECK DRAINAGE - SLOPE AWAY FROM FLOOR HATCHES, EXTERIOR VAULT HATCHES i. LIGHTING FOR THE FOUNTAIN FEATURES ii. LIGHTING FOR THE EQUIPMENT ROOM iii. ALL FINISHES INCLUDING TILE, STONE, COPING, PLASTER, GFRC AND ASSOCIATED COLOR REQUIREMENTS iii. POWER TO THE EQUIPMENT iv. GFCIs iv. STRUCTURAL SLAB WATERPROOFING INCLUDING RELIEF DRAINS G. INSTRUMENTATION AND CONTROLS: i. SENSOR AND MONITOR SIGNALS V. SEWER LATERALS AND RECEPTACLES WITH ALL P TRAPS, VENTS, ETC., FROM SEWER MAIN TO POINT OF ii. FOUNTAIN DISPLAY AND CONTROLS STATUS CONNECTION SUPPORTING WATER FEATURE iii. PROGRAMMABLE CONTROLLER iv. REMOTE MONITOR AND/OR CONTROL SYSTEM V. SAFETY ALARMS AND SIGNALS vi. WATER SUPPLY WITH PRESSURE REDUCING BACKFLOW PREVENTER vi. SECURITY ALARMS AND SIGNALS vii. GENERAL VENTILATION, COMBUSTION VENTILATION, CHEMICAL ROOM VENTILATION, ETC. H. HYDROSTATIC LEAK TEST ON WATER FEATURE BASINS CONTRACTOR SHALL CONDUCT A HYDROSTATIC TEST OF EACH BASIN MEASURING THE EVAPORATIVE LOSS TO DETERMINE NO SEEPAGE OCCURS. THE TEST SHALL CONSIST OF THE FOLLOWING STEPS: viii. HOT AND/OR CHILLED LOOPS FROM BUILDING MECHANICAL INFRASTRUCTURE PROCEDURE: ix. SHOWER, EYEWASH, UTILITY SINK 1. FILL A 5 GALLON BUCKET TO WITHIN 3/4" TO 1-1/2" FROM THE LIP. MARK THE WATER LEVEL IN THE BUCKET AND IN THE WATER FEATURE BASIN. THE STARTING WATER LEVEL IN THE BUCKET SHALL NOT ALLOW ANY SLOPPING FROM WIND. PLACE THE BUCKET ADJACENT TO THE WATER FEATURE BASIN IN A LOCATION THAT WILL NOT BE DISTURBED. 2. AFTER 12 HOURS LOG THE WATER LEVEL IN THE WATER FEATURE BASIN AND IN THE BUCKET. REPEAT EVERY 12 HOURS FOR A TOTAL OF 48 HOURS. LOG EACH MEASUREMENT (BUCKET AND BASIN) AND SUBMIT FOR REVIEW. 0 m 4,0c. I g9%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 M DESIGN GROUP, INC. 2500 Redh9ll Ave, Sxdte 205 • Santa Ana, CA W705 Phone: (90 476-8777 • FAX (949) 476- 5048 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRATION DATE: 5/4/2021 PROJECT NUMBER: P3282.04 DRAWN BY: ST© REVIEWED BY: STO PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: GENERAL NOTES GENERAL NOTES SCALE: NONE ALT 1 0 z r 0 U0 U 6 a 2021 CITY OF EDMONDS DEPARTMENT SIGNAGE: BONDING/GROUNDING: ALL SIGNS MUST BE CLEARLY VISIBLE AND LEGIBLE WITHIN THE SPRAY GROUNDS AREA. ALL WORDS AND NUMBERS SHALL BE AT LEAST 4 INCHES HIGH UNLESS OTHERWISE NOTED. SIGNS SHALL BE MAINTAINED IN A LEGIBLE MANNER AND PROTECTED AGAINST THE ELEMENTS. SIGN LOCATION AND LAYOUT TO BE COORDINATED WITH OWNER. SPRAY GROUNDS SIGN CAUTION WATER IS RECIRCULATED.DO NOT DRINK! A sign shall be posted visibly and legibly in the spray grounds area in lettering at least 4" high 0 BONDING/GROUNDING COMPONENTS AND NOTES REF: NATIONAL ELECTRICAL CODE (NEC) O BOND COPPER GROUND WIRE AND RE -BAR. UL LISTED FOR DIRECT BURIAL IN EARTH OR CONCRETE. BURNDY #C-11 D (1/2"-3/4" Re -BAR) OR EQUAL. MAKE FOUR RE -BAR CONNECTIONS (MINIMUM) OF THE GROUND WIRE AROUND THE WATER FEATURE. AS APPLICABLE, BOND REBAR TO METAL SHELL LINED WATER FEATURES. O TAP CONNECTOR FOR SOLID TO SOLID GROUND WIRE, UL LISTED FOR DIRECT BURIAL IN EARTH OR CONCRETE. BURNDY #KS17-DB, OR EQUAL. O BONDING WIRE LUG CONNECTOR SUITABLE FOR PURPOSE TO CONNECT FRAMES OF MOTORS, METAL ELECTRICAL EQUIPMENT ENCLOSURES, AND METAL PIPING. GREAVES OR EQUAL. O BONDING CONNECTOR MAY BE THE SAME AS ITEM '2' OR OTHER WET LOCATION UL LISTED. O GROUNDING LUGS ON INTERIOR OF LIGHTING JUNCTION BOXES. BOND ONLY TO WATER FEATURE REINFORCING STEEL IF WITHIN 5 FEET OF WATER FEATURE. OFLEXIBLE ELECTRICAL LIGHTING CORD WITH INTEGRAL #16 (MIN.) GREEN INSULATED CONDUCTOR IN RIGID CONDUIT. FOR RIGID NON-METALLIC CONDUIT FOR POOLS & SPAS ADD GROUND WIRE TO CONDUIT INFRASTRUCTURE. BOND ONLY TO GROUND BAR IN EQUIPMENT VAULT. OMETALLIC OBJECTS IN OR WITHIN 5 FT (1.5 M) OF THE WATER FEATURE INCLUDING BUT NOT LIMITED TO CONCRETE REINFORCEMENT, HANDRAILS AND ADA ACCESS LIFT SHALL BE BONDED WITH A GROUND WIRE. O BRANCH CIRCUIT WIRING TO MOTORS, ELECTRICAL CABINETS, CONTROLLERS, BOXES AND PANELS SHALL INCLUDE AN INSULATED COPPER GROUNDING CONDUCTOR. O BOND EQUIPMENT GROUNDING CONDUCTOR FOR WATER FEATURE LIGHTING TO GROUND BAR ONLY. DO NOT BOND LIGHTING EQUIPMENT GROUNDING CONDUCTOR TO WATER FEATURE STRUCTURAL STEEL, PER NEC 250.52(B)(3). �o TO REDUCE VOTAGE GRADIENT WITHIN THE WATER FEATURES, THE BONDING LOOP SHALL NOT BE CONNECTED TO REMOTE PANEL BOARDS, SERVICE EQUIPMENT OR ELECTRODES PER NEC680.26(B). GENERAL BONDING CONDUCTORS ARE BARE SOLID COPPER, UNLESS NOTED OTHERWISE. SPLICES SHALL BE EITHER WITH HIGH COMPRESSION CONNECTORS, EXOTHERMIC TYPE OR TWO (2) MECHANICAL CONNECTORS, ITEM "2". GROUND CONDUCTORS ACCOMPANYING CIRCUIT CONDUCTORS IN CONDUIT ARE STRANDED OR SOLID GREEN INSULATED l COPPER BUILDING WIRE. BONDING/GROUNDING CONNECTORS SHALL BE UL LISTED FOR THE PURPOSE INTENDED. INSTALL AND TORQUE BOLTS o WITH A PROPER TOOL PER MFR. INSTRUCTIONS. CONNECTORS BURIED DIRECTLY IN EARTH OR CONCRETE SHALL BE U.L.467 LISTED AND VERIFIED BY THE FIELD ELECTRICAL INSPECTOR BEFORE BACKFILL. UL LISTED COMPRESSION OR EXOTHERMIC TYPES OF CONNECTIONS ARE ACCEPTABLE ALTERNATES. BONDING CONNECTORS TO METAL SHELL LINED WATER FEATURES SHALL BE BURNDY #GB4C (3/8" BOLT) OR EQUAL. (UL-467 LISTED FOR DIRECT BURIAL IN EARTH OR CONCRETE.) BOND A #8 BOND WIRE TO THE EXTERIOR OF THE METAL SHELL FLANGES IN AT LEAST THREE LOCATIONS. 0 m .11C. 1 g9" CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 DESIGN GROUP, INC. 2500 Redhill Ave, Smte 205 • Santa Ana, CA W705 Phone: (90 476-8777 • FAX (9491476-5048 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRATION DATE: 5/4/2021 PROJECT NUMBER: P3282.04 DRAWN BY: ST© REVIEWED BY: STO PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: GENERAL NOTES GENERAL NOTES SCALE: NONE ALT 1 0 z r U 6 W00a4r2021 CITY OF EDMONDS DEPARTMENT JUNCTION BOXES: TYPICAL POOL LIGHT JUNCTION BOX TYPICAL WATER SURFACE IN CORD SEAL POOL/SPA 12" MIN. W.S. f _ I 18" MIN. CONDUIT TO POOL AND SPA LIGHTS TO TRANSFORMER DECK/PLANTER SURFACE ELEV. TOP OF GRADE, CONCRETE, LANDSCAPE ETC. SUPPORT J-BOX TO SECURE IN PLACE AND PREVENT MOVEMENT TYPICAL LOW VOLTAGE LIGHTING LOW VOLTAGE TRANSFORMER, CONTRACTOR TO SUBMIT SHOP DRAWING WITH PROPOSED LOCATION(S) FOR REVIEW/APPROVAL PRIOR TO INSTALLATION LOCATION OF ALL GFCIs SHALL ACCOMMODATE I WIRE SIZE WITHOUT EXCESSIVE VOLTAGE DROP THAT MAY TRIGGER NUISANCE TRIPPING. TYPICAL WATER SURFACE IN CORD SEAL POOL/SPA 12" MIN. W.S. 0 18" MIN. CONDUIT TO POOL AND SPA LIGHTS J-BOX DECK/PLANTER SURFACE ELEV. APPLIES ONLY TO LOW VOLTAGE LIGHTING SYSTEM I TO LIGHTING CONTROL PANEL TOP OF GRADE, CONCRETE, LANDSCAPE ETC. SUPPORT J-BOX TO SECURE IN PLACE AND PREVENT MOVEMENT TO POOL NICHE, COORDINATE # OF CONDUITS W/ # OF LIGHT FIXTURES TYPICAL COLOR LIGHTING LOW VOLTAGE TRANSFORMER, CONTRACTOR TO SUBMIT SHOP DRAWING WITH PROPOSED LOCATION(S) FOR REVIEW/APPROVAL PRIOR TO INSTALLATION LOCATION OF ALL GFCIs SHALL ACCOMMODATE I WIRE SIZE WITHOUT EXCESSIVE VOLTAGE DROP THAT MAY TRIGGER NUISANCE TRIPPING. TYPICAL WATER SURFACE IN CORD SEAL POOL/SPA 12" MIN. W.S. 0 0 CONDUIT TO POOL AND SPA LIGHTS J-BOX DECK/PLANTER SURFACE ELEV. APPLIES ONLY TO LOW VOLTAGE LIGHTING SYSTEM COLOR LIGHT CONTROLLER, LIGHTS SHALL BE LOCKED ON WHITE ONLY WHEN POOL OR SPA IS OPEN FOR BATHER USE TOP OF GRADE, CONCRETE, LANDSCAPE ETC. SUPPORT J-BOX TO SECURE IN PLACE AND PREVENT MOVEMENT TO POOL NICHE, COORDINATE # OF CONDUITS W/ # OF LIGHT FIXTURES FCI POWER CIRCUIT ROM CONTROL PANEL 1 0 T� V m .11C. 1 g9v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 DESIGN GROUP, INC. 2500 Redhill Ave, Smte 205 • Santa Ana, CA W705 Phone; (90 476-8777 • FAX (90 476- 5048 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRATION DATE: 5/4/2021 PROJECT NUMBER: P3282.04 DRAWN BY: REVIEWED BY : STO STO PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: GENERAL NOTES GENERAL NOTES SCALE: NONE ALT 1 0 z r U 6 WOQa52O2l CITY OF EDMONDS DEPARTMENT OVERALL SITE PLAN SCALE: 1/8" = 1'-0" UTILITY LEGEND OI UTILITIES REQUIRED AT EQUIPMENT ROOM A) ELECTRICAL : (208V or 480V), 3 PHASE POWER = 7.OHP + MISC. ELEC. LOAD B) WATER = 30GPM OF POTABLE WATER SUPPLY 50PSI FROM PRESSURE REDUCING BACKFLOW PREVENTER (BY MEP DISCIPLINE) C) BACKWASH STANDPIPE WITH 140GPM CAPACITY FOR 5 MINUTE DURATION TO SANITARY SEWER D) MISCELLANEOUS • PROVIDE FLOOR DRAINS & FLOOR SINK • PROVIDE ELECTRICAL CONVENIENCE RECEPTACLES • PROVIDE WATER SUPPLY & SEWER CONNECTION FOR EMERGENCY EYEWASH & UTILITY SINK • PROVIDE EQUIPMENT ROOM LIGHTING E) EQUIPMENT ROOM VENTING • GENERAL VENTILATION PER MECH. ENGR. ROOM TEMP. RANGE 700 - 1040 F. II UTILITIES REQUIRED AT WATER FEATURE SURGE TROUGH A) SEWER - 2" LATERAL TO OVERFLOW STANDPIPE © WATER SUPPLY (BACKFLOW PROTECTED POTABLE SOURCE) ❑E ELECTRICAL FEED TO MCC PANEL IN EQUIPMENT ROOM PER ELECTRICAL ENGINEER Eg FILTER BACKWASH STANDPIPE �O OVERFLOW PRIMARY PIPE CORRIDOR, REFER TO DETAIL 2/WO06 NOTES: 1. REFER TO POOL EQUIPMENT ROOM ON SHEET W200 FOR ADDITIONAL ROOM REQUIREMENTS APPROVED NATIVE BACKFILL COMPACTED TO 95% MIN. RELATIVE DENSITY PER ASTM D 1557. REFER TO GEOTECH REPORT. SLURRY BACKFILL PIPES UNDER F—STRUCTURE & GRADE BEAMS GRADE BEAM ° a d d °a a a a ° d a °. a a 4 79.67' ELEV. d a a a ° 82' TOP OF GRADE BEAM ELEV. d a 80.8' BOTTOM a ° a a GRADE BEAM ELEV. as PUMP PIT WALL (BEYOND) V-10" MIN. 4" MIN.TYP. 4" FROM FILTER PUMP 22" 3" PIPE FROM FILTER PUMP OMPACTED 4" PIPE TO (WAVE EFFECT) JET PUMP SAND BED 3" PIPE FROM (WAVE EFFECT) JET PUMP -ROM WATER 3" PIPE FROM (MOUNTAIN EFFECT) JET PUMP :VEL SENSOR 4" PIPE TO (MOUNTAIN EFFECT) JET PUMP 2" PIPE FROM NOTE: RFLOW STANDPIPE 1. CONTRACTOR SHALL ADVISE ENGINEER WHEN ALL PIPES ARE INSTALLED IN TRENCHES AND REQUEST REVIEW PRIOR TO BACKFILLING. SOILS ENGINEER SHALL CERTIFY ALL TRENCH BACKFILL IS COMPLIANT WITH PLANS & SPECIFICATIONS. REFER TO GEOTECH REPORT FOR ALL SUBGRADE PREP -WORK INCLUDING OVER EXCAVATION, COMPACTION, BACKFILL, ETC. 2. CONTRACTOR MAY MODIFY PIPE CORRIDOR PER ONSITECONDITIONS. PIPE SIZES, OFFSETS, & MIN. /TYP. DIMENSIONS TO REMAIN. (SUBMIT SHOP DRAWINGS FOR REVIEW) TYPICAL PIPE CORRIDOR SCALE: 1" = 1'-0" ALT 1 0 m 0 z r `nc. 1 g9%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 DESIGN GROUP, INC. 2500 Redhill Ave, Smte 205 • Santa Ana, CA W705 Phone (949) 476-87V • FAX 049) 476-5048 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRATION DATE: 5/4/2021 PROJECT NUMBER: P3282.04 DRAWN BY: STO =STO PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: OVERALL SITE PLAN wrrl IQ 0 U 6 ar 2021 CITY OF EDMONDS DEPARTMENT TVDIrAl DID BASEBID NOTE: CONTRACTOR TO INSTALL THE FOLLOWING PIPES/CONDUITS FOR FUTURE SPRAY DECK INSTALLATION: 4" TO FILTER PUMP 4" TO JET PUMP (WAVE EFFECT) 4" TO JET PUMP (MOUNTAIN EFFECT) 3" FROM FILTER PUMP 3" FROM JET PUMP (WAVE EFFECT) 3" FROM JET PUMP (MOUNTAIN EFFECT) 2" TO OVERFLOW (CONNECT TO SANITARY SEWER PER CIVIL) 3/4" ELECT. CONDUIT (FROM WATER LEVEL SENSOR) n OVERALL SITE PLAN SCALE: 1 /8" = 1'-O" UTILITY LEGEND I ITII ITIF.0, RFCII IIRpn AT FCII IIPI\AFNT RC)C)KA ELECTRICAL : (208V or 480V), 3 PHASE POWER = 7.OHP + MISC. ELEC. LOAD WATER = 30GPM OF POTABLE WATER SUPPLY 50PS1 FROM PRESSURE REDUCING BACKFLOW PREVENTER (BY MEP DISCIPLINE) BACKWASH STANDPIPE WITH 140GPM CAPACITY FOR 5 MINUTE DURATION TO SANITARY SEWER MISCELLANEOUS • PROVIDE FLOOR DRAINS & FLOOR SINK • PROVIDE ELECTRICAL CONVENIENCE RECEPTACLES • PROVIDE WATER SUPPLY & SEWER CONNECTION FOR EMERGENCY EYEWASH & UTILITY SINK • PROVIDE EQUIPMENT ROOM LIGHTING EQUIPMENT ROOM VENTING • GENERAL VENTILATION PER MECH. ENGR. ROOM TEMP. RANGE 700 - 1040 F. I ITII ITIF.q RFfll IIRFn AT \A/ATFR FFATI IRF .qI IRC,F TRCII I(-�hl SEWER - 2" LATERAL TO OVERFLOW STANDPIPE WATER SUPPLY (BACKFLOW PROTECTED POTABLE SOURCE) ELECTRICAL FEED TO MCC PANEL IN EQUIPMENT ROOM PER ELECTRICAL ENGINEER FILTER BACKWASH STANDPIPE OVERFLOW PRIMARY PIPE CORRIDOR, REFER TO DETAIL 2/WO06 NOTES: 1. REFER TO POOL EQUIPMENT ROOM ON SHEET W200 FOR ADDITIONAL ROOM REQUIREMENTS APPROVED NATIVE BACKFILL COMPACTED TO 95% MIN. RELATIVE DENSITY PER ASTM D 1557. REFER TO GEOTECH REPORT. SLURRY BACKFILL PIPES UNDER 82' TOP OF GRADE BEAM ELEV. 80.8' BOTTOM GRADE BEAM ELEV. PUMP PIT WALL (BEYOND) V-10" MIN. =LCV. 2-1" - L- 3" PIPE FROM FILTER PUMP 2 L 3" COMPACTED 4" PIPE TO (WAVE EFFECT) JET PUMP SAND BED L 3" PIPE FROM (WAVE EFFECT) JET PUMP 3/4" PIPE FROM WATER 3" PIPE FROM (MOUNTAIN EFFECT) JET PUMP LEVEL SENSOR 4" PIPE TO (MOUNTAIN EFFECT) JET PUMP 2" PIPE FROM NOTE: OVERFLOW STANDPIPE 1. CONTRACTOR SHALL ADVISE ENGINEER WHEN ALL PIPES ARE INSTALLED IN TRENCHES AND REQUEST REVIEW PRIOR TO 7rl BACKFILLING. SOILS ENGINEER SHALL CERTIFY ALL TRENCH O BACKFILL IS COMPLIANT WITH PLANS & SPECIFICATIONS. REFER TO GEOTECH REPORT FOR ALL SUBGRADE PREP -WORK INCLUDING OVER EXCAVATION, COMPACTION, BACKFILL, ETC. 2. CONTRACTOR MAY MODIFY PIPE CORRIDOR PER m ONSITECONDITIONS. PIPE SIZES, OFFSETS, & MIN. /TYP. DIMENSIONS TO REMAIN. (SUBMIT SHOP DRAWINGS FOR REVIEW) - TYPICAL PIPE CORRIDOR 0 2 SCALE: 1" = 1'-0"BASE BID SET-< z r `12c. 1 gc)v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 DESIGN GROUP, INC. 2500 RedhiU Ave, Smte 205 • Santa Ana, CA 92705 Phone: (949) 476-8777 • FAX (949) 476-6048 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRATION DATE: 5/4/2021 PROJECT NUMBER: P3282.04 VIEWED DRAWN BY: REBY: STO STO PHASE. PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: OVERALL SITE PLAN B WOOeA5221 CITY OF EDMONDS DEPARTMENT 2" MANIFOLD a SPRAY DECK STATISTICS PERIMETER OF EXPANSION JOINT .—._._•—•—•_._.—._._. 3" TYP. 1-1/2" ITYP.---------•flt -- I �I 2' WIDE TROUGH � • I ■ 3' WIDE TROUGH I •I I I !I I. I _ _ • ■ !I I I I I II I � 4 ! ' 3" DRAINI _._._.�. 3" TYP. (TYP.) I I � I ` 3' WIDE TROUGH RAIN I I (TYP.) �� I • 2 1 I I I I I 1" TYP. 3 I II II II I■ I ■I :17-oA • I � 2" MANIFOLD ' I I II I IIL■ II I 3" 3" MANIFOLD I � 2" MANIFOLD ' .TYP.= • I I I• I 'I - = I I --- ---- J. I 3 MANIFOLD _ I I 3" 5 I I ■ .I 2 WIDE TROUGH 6 I L. J OF I WS J + • • �_- -- I L---- I r- -fhi 4" 3" I 2„ I 3" I ELEC. ------- tCON UIT; 4 U W u- F- LL W W W OQ SPRAY W � 2 U F- W W W W �>>Q LL z 0 J U W a_ w W W a_ W F- J LL O LL DECK FITTINGS W 2 z Q O W � J z OW za 0 5) C) W z 20 0- LL - IL W W �z O F- LL? O 2 SPRAY DECK SURFACE AREA - 864 SQ.FT. SPRAY DECK PERIMETER - 120 LF 4 1 FILTER PUMP RETURN FLOOR INLET (TYP. 6 PLCS.) 40 SYSTEM VOLUME (MAX.) - 4,000 GAL SYSTEM TURNOVER - 140 GPM = 0.48 HRS. 2 "WAVE" JET HEIGHT - 6" MINIMUM / 2' MAXIMUM 3 GUTTER INTAKE (TYP. 6 PLCS.) "MOUNTAIN" JET HEIGHT - V MINIMUM 6' MAXIMUM 40 12" x 12" S.S. ANTIVORTEX PLATE WITH 4" PIPE / 3 3 WAVE EFFECT JET (TYP. 8 PLCS.) 40 CUSTOM LED210 SERIES ARCHING JET WITH GRILL TYPE COVER WITH 250 ANGLE NOZZLE AVAIL: CRYSTAL FOUNTAINS (905) 660-6674 3 4 MOUNTAIN EFFECT JET (TYP. 8 PLCS.) �Ivi CUSTOM LED210 SERIES ARCHING JET WITH GRILL TYPE COVER WITH 150 ANGLE NOZZLE AVAIL: CRYSTAL FOUNTAINS (905) 660-6674 1 5 WATER LEVEL CONTROL SENSOR 40 CRYSTAL FOUNTAINS ESG SERIES CONDUIT -MOUNTED LEVEL SENSOR MODEL #ESG200 W/ 3/4" ELECTRICAL CONNECTION AVAIL: CRYSTAL FOUNTAINS (800) 539-8858 2 6 OVERFLOW STANDPIPE 40 2" OVERFLOW DRAIN DOB SERIES AVAIL: CRYSTAL FOUNTAINS (800) 539-8858 2 7 WIND SENSOR 40 CRYSTAL FOUNTAINS ECW200 DUAL SPEED WIND SENSOR AND CONTROL PANEL. FINAL LOCATION PER ARCHITECT. SUBMIT SHOP DRAWINGS FOR SENSOR LOCATION AND MOUNTING - WIND SENSOR SHALL CONTROL JET PUMP (WAVE EFFECT) AND JET PUMP (MOUNTAIN EFFECT) SPRAY DECK LAYOUT PLAN SCALE: 1 /4" = V-0" W � U LL F- IL W W )z 0 Q 0 :e 1 7 WIND SENSOR (LOCATE AT NORTHWEST OF RESTROOM BUILDING) �I T SPRAY DECK NOTES 1- REFER TO LANDSCAPE ARCHITECT FOR SPRAY DECK ELEVATIONS, SLOPES, FINISH MATERIALS, ETC. 2- REFER TO LANDSCAPE ARCHITECT FOR DECK AREA DRAINAGE. 3- SPRAY DECK SHELL AND FITTING SHALL BE BONDED PER NEC. 4- A MINIMUM 4FT. WIDE WALKING SURFACE SHALL EXTEND AROUND THE PERIMETER OF THE SPRAY DECK. 5- SPRAY DECK SHALL HAVE A SLIP RESISTANT FINISH. 6- SPRAY DECK SHALL HAVE A UNIFORM SLOPE NOT EXCEEDING 1:48. 7- JET NOZZLE VELOCITY SHALL NOT EXCEED 20 FT./SEC. AS NOTED BY THE MANUFACTURER FOR SAFE INTERACTIVE PLAY. 8- MAXIMUM JET OPERATING HEIGHT SHALL NOT EXCEED 6FT. 9- OPENINGS IN JET NOZZLE GRATE SHALL NOT ALLOW PASSAGE OF 1/2" DIA. SPHERE. 10- ALL GRATES SHALL BE SECURED TO PREVENT REMOVAL WITHOUT THE USE OF TOOLS. GRATES SHALL BE CAPABLE OF WITHSTANDING ALL ANTICIPATED LOADS. 11- SLOPE GRAVITY PIPING 2% MINIMUM. 12- PROVIDE 450 FITTINGS ON ALL GRAVITY LINES AT DIRECTION CHANGES. ALT 1 0 m 0 z r `lIc. 18c)v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 DESIGN GROUP, INC. 2500 RedhlH Ave, Smte 205 ■ Santa Ana, CA 92705 Phone: (949) 476-8777 • FAX (949) 476-6048 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRATION DATE: 5/4/2021 PROJECT NUMBER: P3282.04 3^8^.O4 DRAWN BY: STO REVIEWED BY: STO PHASE. PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: SPRAY DECK LAYOUT PLAN W1 U 6 QaQr2021 CITY OF EDMONDS DEPARTMENT ROOM / EQUIPMENT NOTES 1) ALL CAST IRON FITTINGS SHALL BE FUSE COATED, INTERIOR ONLY. ALL EXTERIOR SHALL BE COATED WITH A HIGH GRADE ENAMEL PAINT FOR CORROSION PROTECTION. 2) PUMP SHALL BE CLOSE COUPLED, WITH MECHANICAL SEALS AND SEAL FLUSH LINE. 3) SUPPORT ALL PIPE TO ELIMINATE VISIBLE MOVEMENT DURING SYSTEM OPERATION. 4) VERIFY VOLTAGE AND PHASE PRIOR TO CONSTRUCTION, INSTALLATION AND PURCHASE OF EQUIPMENT. 5) REFER TO ELECTRICAL ENGINEER'S PLANS FOR EQUIPMENT ROOM LIGHTING. 6) DIELECTRIC SEPARATORS SHALL BE MADE TO MITIGATE CORROSION BETWEEN DISSIMILAR METALS. 7) INSTALL SYSTEM FLOW METERS IN A READILY VISIBLE LOCATION ON A RUN OF STRAIGHT PIPE IN EQUIPMENT ROOM (I.E. UNINTERRUPTED BY ANY FITTINGS), MINIMUM FIFTEEN (15) PIPE DIAMETERS, WITH 10 PIPE DIAMETERS CLEAR UPSTREAM AND 5 PIPE DIAMETERS DOWNSTREAM. 8) ALL PIPING WITHIN BUILDING STRUCTURE SHALL MEET ALL APPLICABLE CODES. 9) EQUIPMENT ROOM STRUCTURAL DESIGN BY OTHERS EQUIPMENT ROOM DEMANDS 1) ELECTRICAL SUPPLY (208V, 3PH) = 7HP + MISC. ELEC. LOAD 2) WATER = 30GPM OF POTABLE WATER SUPPLY 3) BACKWASH STANDPIPE WITH 140GPM CAPACITY FOR 5 MINUTE DURATION TO SANITARY SEWER 4) EQUIPMENT ROOM VENTING 1) GENERAL VENTILATION PER MECH. ENGR. ROOM TEMP. RANGE 750 - 1040 F. 5) MISCELLANEOUS - PROVIDE FLOOR DRAINS - PROVIDE ELECTRICAL CONVENIENCE RECEPTACLES - PROVIDE WATER SUPPLY & SEWER CONNECTION FOR EMERGENCY EYEWASH & UTILITY SINK - PROVIDE EQUIPMENT ROOM LIGHTING EQUIPMENT AVAILABILITY 1) PUMPS FILTRATION EQUIPMENT - KSI (714) 754-4044 2) MCC CONTROL PANEL - RSD TOTAL CONTROLS (949) 380-7878 CONTACT: ALLAN PEARSON SPRAY DECK EQUIPMENT LIST APPROVED PRESSURE REDUCING BACKFLOW PREVENTER PER MEP (30 GPM AT 50 PSI OF POTABLE WATER SUPPLY) FLOOR SINK PER MEP PROVIDE DRAINAGE HOSE BIB PER MEP (DOWNSTREAM OF BACKFLOW PREVENTER) EMERGENCY EYEWASH 1 E J - WATER SUPPLY PER MEP 010 UTILITY SINK - WATER SUPPLY & DRAINAGE PER MEP 8„ TO JET PUMP ------- 1'-6" -- --_--- �- (MOUNTAIN EFFECT)- � 2'-6" i FROM JET PUMP ----- EFFECT) - ----- - _ (MOUNTAIN C- I FROM JET PUMP �� - -- �- _ __ - - - - - (WAVE EFFECT) 6' TO JET PUMP-1----- ----------- -- ----- - -- �j EFFECT) -- FROM FILTER PUMP -��___ FROM - ----- Y- d 2'-8' - r- ----- - ___ � `f 1'-6" TO FILTER PUMP ■ 8" [ I i� 711 1'-4"It ROUTE PIPES BELOW GRADE BEAM 1 ' -4" C In FLOOD FLOAT 1 C SWITCH low ISAFETY CHAIS - PUMP PIT F.F.E.81' -- ai"�: _ _ J n. MISCELLANEOUS EQUIPMENT LIST SHOW CONTROL PANEL ELECTRICAL SUPPLY MCC/VFDPANEL (7HP + MISC. ELEC. LOAD 60 AMP AT 208V, 3PH) DATUM I U I F.F.E.84' 4 CLR. t �l_ OVERHEAD PIPING TO BE ARRANGED I 1 F'—' TO PROVIDE ACCESS TO UV UNIT & • I CHLORINATOR FOR SERVICING J • o I ._. .J 1B # 1AL._._.------------- _._. . Ic UV PANEL 1D 1 FILTER PUMP - PENTAIR WHISPERFLO HIGH PERFORMANCE W303 1A THERMOPLASTIC SELF -PRIMING PUMP MODEL MOTOR CONTROL PANEL COMPLETE WITH TIME UTILITY SINK - MUSTEE 21 F UTILATUB FLOOR MOUNT 24"x18" #WFK-12 3HP 140GPM AT 58' TDH 3450RPM O CLOCKS, TRANSFORMERS, ETC. O WITH CLEANFLO 481 HARDWARE 3 PHASE O r3 APPROVED PRESSURE REDUCING BACKFLOW PREVENTER PER MECHANICAL ENGINEER O FLOOR SINK PER MECHANICAL ENGINEER FILTER - PENTAIR TRITON SAND FILTER MODEL# TR-140C-3 1B W303 WITH 7.06 SQ.FT. OF FILTER AREA O HOSE BIB (DOWNSTREAM OF BACKFLOW PREVENTER) PER MECHANICAL ENGINEER O EMERGENCY EYEWASH W/ DELUGE HOSE 1 HAWS AXION MSR WALL MOUNT EYE/FACE WASH MODEL #8905 1 C CHEMICAL CONTROLLER - BECSYS 3 3 WITH THERMOSTATIC MIXING VALVE MODEL #9201 EW W302 D BACKWASH STANDPIPE WITH 140GPM x 5MIN. CAPACITY PER MECHANICAL ENGINEER W302 O ATi CARBON DIOXIDE GAS TRANSMITTER ALARM SYSTEM MODEL 5 1 D #D12-IR-E-F-G WITH 5% CO2 SENSOR (TO BE INTERFACED WITH CO2 FEED SYSTEM - BECSYS CO2 FEED SYSTEM 4-30 SCFH MODEL WITH 4 A BANNER AUDIBLE/VISUAL) W302 TWO (2) 50LB CO2 TANKS CHAINED TO WALL, SINGLE T WATER SUPPLY SOLENOID CONTROL VALVE (TYP. 1 PLC.) TANK REGULATOR, TWO (2) HEATERS W302 O WATER CHEMISTRY TEST KIT - TALOR PROFESSIONAL (100W, 120V, 60 Hz, 1 PH) & AUTOMATIC DUAL TANK F 50 LB CO2 TANK (TYP. 2 PLCS.) MODEL #1741-STR TO MEASURE A MIN. OF FREE CHLORINE, SWITCHOVER pH AND CYANURIC ACID AND BASE DEMAND. 6 1E BLEACH SYSTEM - PULSAR INFINITY CHLORINATION SYSTEM MODEL #PS-1SD O FLOOR DRAINS PER MECHANICAL ENGINEER W302 (MAX OUTPUT RATE OF 7 LBS/DAY) OM ACCESS LADDER WITH SAFETY CHAIN PER ARCHITECT 4 1 F UV CHAMBER - ETS ULTRAVIOLET LIGHT SYSTEM MODEL #ECP-113-5SPV, ON GUARD RAIL PER ARCHITECT W303 1.3kW, WITH SP-A CONTROL UNIT, 50-260GPM, 1 PHASE 2 1G JET PUMP - PENTAIR WHISPERFLOXF HIGH PERFORMANCE �O3 (WAVE EFFECT) THERMOPLASTIC SELF -PRIMING PUMP MODEL #XFK-8, 2HP, 120GPM AT 57' TDH, 3450RPM, 3 PHASE W/ VFD 2 1 H JET PUMP W303 (MOUNTAIN EFFECT) - PENTAIR WHISPERFLOXF HIGH PERFORMANCE THERMOPLASTIC SELF -PRIMING PUMP MODEL #XFK-8, 2HP, 120GPM AT 57' TDH, 3450RPM, 3 PHASE W/ VFD SPRAY DECK EQUIPMENT ROOM LAYOUT PLAN SCALE- 1/2" = V-0" ALT `no. 1 g9%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 DESIGN GROUP, INC. 2500 Redhill Ave, Smte 205 • Santa Ana, CA W705 Phone (949) 476-87V • FAX 049) 476-5048 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRATION DATE: 5/4/2021 PROJECT NUMBER: P3282.04 DRAWN BY: STO REVIEWED BY: STO PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: SPRAY DECK EQUIPMENT ROOM LAYOUT PLAN W 2 O aQrUB 2021 CITY OF EDMONDS DEPARTMENT APPROVED PRESSURE REDUCING BACKFLOW PREVENTER PER MEP (30 GPM AT 50 PSI OF POTABLE WATER SUPPLY) HOSE BIB PER MEP (DOWNSTREAM FLOOR SINK PER MEP OF BACKFLOW PREVENTER) PROVIDE DRAINAGE � EMERGENCY EYEWASH u ( E l -WATER SUPPLY PER MEP IQ UTILITY SINK - WATER SUPPLY & DRAINAGE PER MEP 1 1 '-6' 2'-6" f ma 1'-6" 501 1 '-4" C H 4" PIPE 3" PIPE I ® G �~ 3" PIPE I 4" PIPE 3" PIPE 4" PIPE 6' PUMP PITr F.F.E. 81' M SPRAY DECK EQUIPMENT ROOM LAYOUT PLAN SCALE: 1 /2" = 1'-0" 0 SAFETY CHAIN 7 DATUM F.F.E. 84' 4D ELECTRICAL SUPPLY MCC /VFDPANEL (7HP + MISC. ELEC. LOAD 60 AMP AT 208V, 3PH) L 4' CLR. 01 J NOTE: BASE BID INCLUDES PROVIDING STUB UPS. (POWER, WATER, SEWER, CONDUITS, ETC.) FOR FUTURE INSTALLATION OF SPRAY DECK. MISCELLANEOUS EQUIPMENT LIST AO MOTOR CONTROL PANEL COMPLETE WITH TIME CLOCKS, TRANSFORMERS, ETC, OB APPROVED PRESSURE REDUCING BACKFLOW PREVENTER PER MECHANICAL ENGINEER OC HOSE BIB (DOWNSTREAM OF BACKFLOW PREVENTER) PER MECHANICAL ENGINEER 3 D BACKWASH STANDPIPE WITH 140GPM x 5MIN. CAPACITY W302 PER MECHANICAL ENGINEER 4 E WATER SUPPLY SOLENOID CONTROL VALVE (TYP. 1 PLC.) W302 GO FLOOR DRAINS PER MECHANICAL ENGINEER O UTILITY SINK - MUSTEE 21 F UTILATUB FLOOR MOUNT 24"x18" WITH CLEANFLO 481 HARDWARE lO FLOOR SINK PER MECHANICAL ENGINEER JO EMERGENCY EYEWASH W/ DELUGE HOSE HAWS AXION MSR WALL MOUNT EYE/FACE WASH MODEL #8905 WITH THERMOSTATIC MIXING VALVE MODEL #9201 EW OACCESS LADDER WITH SAFETY CHAIN PER ARCHITECT OGUARD RAIL PER ARCHITECT EQUIPMENT ROOM DEMANDS 1) ELECTRICAL SUPPLY (208V, 3PH) = 7HP + MISC. ELEC. LOAD 2) WATER = 30GPM OF POTABLE WATER SUPPLY 3) BACKWASH STANDPIPE WITH 140GPM CAPACITY FOR 5 MINUTE DURATION TO SANITARY SEWER 4) EQUIPMENT ROOM VENTING 1) GENERAL VENTILATION PER MECH. ENGR. ROOM TEMP. RANGE 750 - 1040 F. 5) MISCELLANEOUS - PROVIDE FLOOR DRAINS - PROVIDE ELECTRICAL CONVENIENCE RECEPTACLES - PROVIDE WATER SUPPLY & SEWER CONNECTION FOR EMERGENCY EYEWASH & UTILITY SINK - PROVIDE EQUIPMENT ROOM LIGHTING EQUIPMENT AVAILABILITY 1) PUMPS FILTRATION EQUIPMENT - KSI (714) 754-4044 2) MCC CONTROL PANEL - RSD TOTAL CONTROLS (949) 380-7878 CONTACT: ALLAN PEARSON BASE BID SET 1 0 T� V m 0 z r `'0c. 1 89%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 M DESIGN GROUP, INC. 2500 Redh9ll Ave, Sxdte 205 • Santa Ana, CA W705 Phone: (90 476-8777 • FAX (949) 476- 5048 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRATION DATE: 5/4/2021 PROJECT NUMBER: P282.04 DRAWN BY: REVIEWED BY: L L STO STO PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: SPRAY DECK EQUIPMENT ROOM LAYOUT PLAN 6 W209A5221 CITY OF EDMONDS DEPARTMENT 17 s LEGEND N 16 F O 10 OPERATING WATER 31z SURFACE ELEV. 82.58' O 9 O 11 � 14 TOP OF GRADE BEAM A ELEV. 82' F.F.E. F.F.E. 84.00' 12 "/ + 83.41 ' N. PUMP PIT F.F.E. 81.00' 6) (13 J 24 NOTE: ALL PIPING UNDER STRUCTURE & GRADE BEAMS TO BE SLURRY - - - - - - - - - - - - - - - - - - - - - - - - - - - ENCASED. REFER TO GEOTECH REPORT FOR ALL SUBGRADE PREP -WORK 1 1 2 INCLUDING OVER EXCAVATION, COMPACTION, BACKFILL, ECT. 79.67' TOP OF PIPE ELEVATION BUTTERFLY VALVE WITH GEAR OPERATOR Q STANDARD LIQUID FILLED COMPOUND CONCENTRIC REDUCER HOSE BIB PER MECHANICAL ENGINEER VACUUM / PRESSURE GAUGE, Zf SPLIT DISK CHECK VALVE 0-30" HG / 0-60 PSI 2-1/2" S.S. CASE U UTILITY SINK PER MECHANICAL ENGINEER Q WYE STRAINER PUMP STRAINER Z BALL VALVE ® PRESSURE REDUCING BACKFLOW PREVENTER SOLENOID VALVE CHECK VALVE PER MECHANICAL ENGINEER STANDARD LIQUID FILLED PRESSURE CHEMICAL FEED PUMP GAUGE, 0-60 PSI, 2-1/2" S.S. CASE ECCENTRIC REDUCER Q FLOWMETER SIGHT GLASS O JET PUMP (QTY. 2) T FILTER PUMP T MICROPROCESSOR BASED CHEMICAL CONTROLLER WITH pH AND ORP CONTROL SYSTEM COMPLETE WITH FLOWCELL, SAFETY SWITCH, PROBE RINSE, COMMUNICATION BOARD SPRAY DECK SYSTEM SCHEMATIC SCALE: 3/8" = V-0" O SAND FILTER O BACKWASH STANDPIPE O TO SANITARY SEWER T UV SYSTEM O8 UV PANEL O BLEACH SYSTEM 10 CO2 FEED SYSTEM 11 UTILITY SINK PER MECHANICAL ENGINEER 12 FLOOR SINK PER MECHANICAL ENGINEER 13 FROM DOMESTIC WATER SUPPLY 14 EMERGENCY EYEWASH 15 DRAIN LINE FROM JETS 16 TROUGH DRAIN 17 FILTER RETURN 18 DECK JET - "WAVE" EFFECT 19 DECK JET - "MOUNTAIN" EFFECT 20 OVERFLOW ALT 1 1 0 T� V m 0 z r 4,0c. 1 89v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 DESIGN GROUP, INC. 2500 Redh9ll Ave, Sxdte 205 • Santa Ana, CA W705 Phone: (90 476-8777 • FAX (949) 476- 5048 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRATION DATE: 5/4/2021 PROJECT NUMBER: P282.04 DRAWN BY: STO REVIEWED BY: STO PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: SPRAY DECK SYSTEM SCHEMATIC aW30®rUB 2021 CITY OF EDMONDS DEPARTMENT BOLT Ct 3" MIN. S.S. BOLT & WASHER SAME DIA AS ALLTHREAD PUMP BASE PLATE COUPLING, 1 1/2" LG 1/2" HIGH GRADE BUNA-N RUBBER DUROMETER HARDNESS 60 AVAIL: MCMASTER-CARR 2500 PSI MIN (562) 692-5911 v CONCRETE ALLTHREAD COUPLING 4 ALLTHREAD, #4 STIRRUPS 1/16" DIA LESS a AT 4" O.C. THAN PUMP BASE HOLE SIZE a EPDXY GROUT SLAB ON GRADE a a ALLTHREAD 5" MIN. OR STRUCT. FLOOR SLAB INTO STRUCT. CONCRETE WITH HILTI "HIT -RE 500-SD" EPDXY ADHESIVE OR #4 REBAR DOWEL PUMP BASE DETAIL SCALE: 3" = V-0" FLOW STAINLESS STEEL BRONZE WEDGE SLEEVE STYLE ANCHOR ANCHOR FOR STARTING PLATFORMS AND STANCHION POSTS FRICTION CONNECTOR #8 COPPER FRICTION BONDINGWIRE CONNECTOR #9 COPPER 7__ BONDING WIRE ANCHOR CONNECTION 1" (APV-1) AIR VENT AVAIL: WATERMAN INDUST. (559) 562-4000 1" THREADED PVC BALL VALVE LINE SIZE x 1" SCH. 80 PVC REDUCER BUSHING (SPIGOT x FIPT) LINE SIZE PVC TEE LINE SIZE PVC PIPE NOTE: ALL PUMPS SHALL BE EQUIPPED WITH AN AIR RELEASE VALVE, VERTICALLY MOUNTED ON THE DISCHARGE END OF THE PUMP ON TOP OF THE FITTINGS. FLOW PIPE SIZES UP TO 411 AIR RELEASE VALVE DETAIL SCALE: 3" = V-0" BRONZE PRESSURE CONNECTOR ANCHOR CONNECTION WALL SLEEVE OPENING DISTRIBUTOR: KERR ENGINEERING & SALES, INC. 2900 BRISTOL ST. SUITE A-105 COSTA MESA, CA 92626 (714) 557-2900 CORE BIT DRILLED OR PRE -CAST WALL OPENING PIPE DATA WALL SLEEVE OPENINGS CORE BIT DRILLED AND PRE -CAST WALL OPENINGS PIPE SIZE NOMINAL ACTUAL OUTSIDE DIAMETER O.D. LINK -SEAL WALL SLEEVE MODEL # LINK -SEAL MODEL # LINKS PER SEAL INSIDE DIAMETER (I.D.) LINK SEAL MODEL # LINKS PER SEAL 1 1.315 CS-3 LS-300-C 4 3.000 LS-300-C 4 1-1/2 1.900 CS-3-1/2- LS-275-C 8 3.500 LS-300-C 5 2 2.375 CS-4- LS-300-C 6 4.000 LS-300-C 6 2-1/2 2.875 CS-4- LS-200-C 9 4.000 LS-200-C 9 3 3.500 CS-5- LS-300-C 8 5.000 LS-300-C 8 4 4.500 CS-6- LS-300-C 10 6.000 LS-300-C 10 5 5.563 CS-8- LS-425-C 6 8.000 LS-425-C 6 6 6.625 CS-10- LS-475-C 10 10.000 LS-475-C 10 8 8.625 CS-12- LS-475-C 12 12.000 LS-475-C 12 10 10.750 CS-14- LS-400-C 10 14.000 LS-400-C 10 12 12.750 CS-1 6- LS-400-C 12 16.000 LS-400-C 12 14 14.000 CS-1 8- LS-400-C 13 16.000 LS-325-C 15 REINFORCEMENT LINK SEAL DETAIL SCALE: 3" = V-0" #8 COPPER NOTES: BOND ALL METAL FITTINGS INCLUDING LIGHT NICHES, ANCHORS, STANCHIONS, ETC. TO POOL REINFORCING STEEL WITH CONNECTORS AS SHOWN PER N.E.C. ART 680-22. rl r-rl-r M1ll A I /-/%K 1 -%1 1IT LIGHT NICHE CONNECTOR COPPER )NDING WIRE O m /17 'c"- 90 CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 M DESIGN GROUP, INC. AL -2500 Redhill Ave, Salts 206 • Santa Ana, CA M05 Phone: (949) 476-8777 • FAX (90 476-5048 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRATION DATE: 5/4/2021 PROJECT NUMBER: P3^8^.O4 DRAWN BY: REVIEWED BY: L L STO STO PHASE. PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: EQUIPMENT DETAILS BONDING DETAIL SCALE: NONE ALT 1 O z r aW30lrUB 2021 CITY OF EDMONDS DEPARTMENT BECSYS SYSTEM 3 CHEMICAL CONTROLLER AVAIL: KSI (714) 754-4044 PROVIDE ETHERNET CABLE FOR REMOTE MONITORING - CONTRACTOR TO COORDINATE WITH OWNERSHIP BECSys3 Included Features: • pH/ORP control • Rotary flow switch pH PROBE — Optional Features: • Gold ORP Sensor (required for salt systems) FLOWCELL • Temperature sensor/control ASSEMBLY • Free Chlorine (ppm) Sensor • Ethernet Package BALL VALVE (includes BECSys for Windows & remote alarm notification) CONTRACTOR TO COORDINATE WITH OWNERSHIP NOTE: CONTRACTOR TO PROVIDE POWER SOURCE FROM ELECTRICAL SYSTEM - INTERLOCK CONTROLLER WITH RECIRCULATION PUMPS CHEMICAL CONTROLLER DETAIL SCALE: 2" = 1'-0" TO FILTER RETURN LINE SIZE PIPE = fi-- ---- --- _ LINE SIZE UNION BALL VALVE (TYP. 2 PLCS.) I I I � I I i I L LINE SIZE ' CHECK VALVE LINE SIZE N.C. SLOW I CLOSING ASCO VALVE. MODEL #8221 G7 120V I I I �j _ * PIPE & VALVE SIZE SCHEDULE SYSTEM PIPE SIZE VALVE SIZE WATER FEATURE 3/4" 1/2" U_ U_ O Q ry 0 w J a Q Cn 0 BACK TO INTAKE LINE LINE SIZE TEE (TYP. 2 PLCS.) I _ I J - - - I � I I I I I I I Ir �I CONTROLLER SAMPLE TAKEN AFTER FILTER 3/4" BALL VALVE 3/4" CONTROLLER LINE 3/4" BALL TYPE F_ CHECK VALVE CONDUIT TO CONTROL MODULE CONTROL WIRING TO WALL UNIT MAIN WALL UNIT ANALYZER SAMPLE STREAM RETURN TO SUCTION SIDE OF RECIRCULATION PUMP FROM DOMESTIC WATER SUPPLY AND APPROVED PRESSURE REDUCING BACKFLOW PREVENTOR PER CIVIL ENGINEER LINE SIZE B-LINE UNISTRUT PIPE CLAMP, MODEL #13613 I LINE SIZE 900 ELL j/LINE (TYP. 2 PLCS.) SIZE HAYWARD Y-STRAINER NOTE: FILL LINE SYSTEM COMMISSIONING STARTUP PROCEDURE FOR WATER FEATURES: WITH "THROUGH LINE" BALL VALVE IN OPEN POSITION AND 1/2" SOLENOID VALVE CLOSED, ENSURE WATER LEVEL DOES NOT RISE HIGHER THAN 1/4" ABOVE OVERFLOW STANDPIPE (SEE WATER FEATURE OVERFLOW DETAIL) (MAINTAIN OBSERVATIONS AND CONDITION FOR 1 HOUR MINIMUM) WATER SUPPLY CONTROL VALVE DETAIL SCALE: 3" = 1'-0" WATER FEATURE CHEMISTRY CONTROLLER REMOTE ELECTRODE HOUSING HOSE BIB 3/4" BALL VALVE CHEMICAL CONTROLLER SCHEMATIC SCALE: NONE I CO2 CONTROL 2E OCn W CHEMICAL CONTROLLER BECSYS CO2 FEEDER MODEL #1100299-D WITH DIFFUSER ASSEMBLY SUPPLY LINE PRESSURE GAUGE CHECK VALVE GAS USE REGULATOR DUAL TANK SYSTEM CONTAINER PRESSURE GAUGE ISOLATION VALVE PRESSURE BUILDING J REGULATOR ISOLATION VALVE 50LB POWDER COATED CO2 STORAGE TANK SECURE TO WALL WITH SEISMIC STRAP (TYP. 2 PLCS.) PRESSURE BUILDING COIL CO2 SCHEMATIC SCALE: 3/4" = 1'-0" SWITCHOVER ISOLATION VALVE LINE SIZE I INIP: 0,17P 12 PVC C 50" N.T.S. CONNECTION F MECH. ENGIN BACKWASH DRAINLINE TO SANITARY SEWER WITH P TRAP PER MEP LINE SIZE PVC PIPE TO PIPE BROUGHT TC OF ROOM FROM SANITAkr JCvvtK LIIVL DILL r LLL PER MECH. ENGINEER ro- N BACKWASH STANDPIPE DETAIL SCALE: 1" = V-0" 0 1/2" PVC UNION (TYP. 2 PLCS.) TO RETURN 1/2" PVC BALL VALVE (TYP. 2 PLCS.) L 1/2" DRAIN VALVE LONZA PULSAR INFINITY, MODEL #PS-1SD, _ 7 LBS PER DAY, (NOTE: USE ONLY PULSAR INFINITY TABLETS ON FEEDER) AVAIL: KSI (714) 754-4044 INTEGRATED FLOW METER, (0.5 - 4.5) FLOW RANGE CHLORINE FEEDER SCALE: 2" = 1'-0" FROM FILTER 1/2" PVC ELL (TYP. 4 PLCS.) 1/2" N.C. SLOW CLOSING ASCO VALVE MODEL #8221 G3 120V ALT C. 1 g9" CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 SW DESIGN GROUP, INC. 2500 Redhill Ave, Smte 205 • Santa Ana, CA W705 Phone; (90 476-8777 • FAX (90 476- 5048 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRATION DATE: 5/4/2021 PROJECT NUMBER: P3282.04 DRAWN BY: REVIEWED BY: STO STO PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS. EQUIPMENT DETAILS W309UB -Mar= 2021 CITY OF EDMONDS DEPARTMENT 3" PVC STANDARD LIQUID FILLED TEE VACUUM/PRESSURE GAUGE, 0-30"Hg, 0-60 PSI, 2-1/2" S.S. CASE, MODEL #ILCG36025-4L AVAIL: AMERICAN GRANBY, INC. (800) 776-2266 1/4" BRASS OR S.S. ISOLATION VALVE TO REPLACE GAUGE _\ (TYP. 2 PLCS.) 4" LEVER VALVE W/ 2 (TWO) 4" PVC FLANGES 4" PVC ELL I 1 '-O8" I I I ADEKA ULTRA SEAL P-201 HYDROPHILIC RUBBER 4" x 2" PVC WATERSTOP AVAIL: OCM REDUCER BUSHING (866) 457-5710 FROM INTAKES FILTER PUMP DETAIL SCALE: 1-1/2" = 1'-0" 3" PVC BALL VALVE (TYP. 2 PLCS.) 3" PVC ELL (TYP. 9 PLCS.) i (2 BEYOND) - m ' FROM PUMP TO CHEMICAL INJECTION LOOP SEE INS. B-B 0 STANDARD LIQUID FILLED PRESSURE GAUGE, 0-60 PSI, 2-1/2" S.S. CASE, WIKA MODEL #233.53 AVAIL: HARRINGTON PLASTICS (800) 877-4472 (TYP. 2 PLCS.) FROM FILTER FLOWVIS FLOW METER FLOW METER MODEL #FV-3 WITH 90-220GPM RANGE AVAIL: H2FLOW CONTROLS (888) 635-0296 CHEMICAL INJECTION LOOP INSET B-B TO UV SANITIZER FILTER DETAIL SCALE: 1" = V-0" AIR RELEASE VALVE SEE DET. 2/W301 3" x 1" PVC REDUCER BUSHING I TO FILTER 3" PVC BALL VALVE STANDARD LIQUID FILLED PRESSURE GAUGE, 0-60 PSI, 2-1/2" S.S. CASE, MODEL #ILPG6025-4L AVAIL: AMERICAN !GRANBY, INC. (800) 776-2266 3" PVC SPRING CHECK VALVE _ 3" x 2" PVC REDUCER BUSHING _ PENTAIR WHISPERFLO MODEL #WFK-12, SEE EQUIPMENT ROOM LIST FOR ADDITIONAL PUMP PUMP BASE RACTERISTICS SEE DET. 1/W301 4" 1 2" PVC L 1/2" THICK NEOPRENE UNION VIBRATION ISOLATION PAD FILTER BACKWASH TO SANITARY SEWER WITH AIR GAP & "P" TRAP PER ' MECHANICAL ENGINEER 3" PVC SIGHT GLASS 3" PVC SPRING CHECK VALVE PENTAIR TRITON 361N. DIA. SAND FILTER WITH 7.06SQ.FT. FILTER AREA MODEL #TR-140C-3 AVAIL: KSI (714) 754-4044 PRAHER 3" SIDE MOUNT MULTIPORT VALVE MODEL #PRA-SM30AO 3" PVC BALL VALVE (TYP. 4 PLCS.) I 3" PVC CHECK VALVE FROM PUMP 3" PVC BALL VALVE (TYP. 2 PLCS.) TO CHEMICAL INJECTION LOOP SEE INSET B-B ri WATER CHEMISTRY CONTROLLER SAMPLE INTAKE LINE & TAP TO CHEMICAL CONTROLLER 3" PVC TEE (TYP. 6 PLCS.) FROM UV SANITIZER 1/2" PVC BALL VALVE (TYP. 3 PLCS.) TO - CHLORINATOR SYSTEM JET PUMP 2 SCALE: 1-1/2" = 1'-0" FILTER BACKWASH TO SANITARY SEWER WITH AIR GAP & "P" TRAP PER MECHANICAL ENGINEER _ 3" PVC SIGHT GLASS (BEYOND) 3" PVC SPRING 4 CHECK VALVE (BEYOND) I INSET A -A ' 3" PVC FLANGE (TYP. 2 PLCS.) SPEARS 3" PVC INLINE STRAINER W/500 MICRON MESH STANDARD LIQUID FILLED VACUUM / PRESSURE GAUGE, 0-30"Hg, 0-60 PSI, 2-1/2" S.S. CASE, MODEL #ILCG36025-4L AVAIL: AMERICAN GRANBY, INC. (800) 776-2266 3" PVC ELL (TYP. 3 PLCS.) i I 3" PVC BALL VALVE - I 4" PVC LEVER VALVE WITH TWO (2) 4" PVC FLANGES I -4 I I I I ADEKA ULTRA SEAL P-201 HYDROPHILIC RUBBER ' WATERSTOP AVAIL: OCM (866) 457-5710 FROM INTAKES L�w DETAILTO RETURNS NOTES: 1- CONTRACTOR TO VERIFY MULTI PORT VALVE DIMENSIONS AND PORT LOCATIONS 2- PROVIDE ADEQUATE CLEARANCE ABOVE SAND FILTER AND MULTI PORT VALVES FOR SERVICING 3- SUPPORT ALL PIPES AND MULTI PORT VALVE PER SPECIFICATIONS 3"x3/4" PVC REDUCER BUSHING FROM MAKE-UP 3" x 1/2" PVC SUPPLY LINE REDUCER BUSHING (TYP. 3 PLCS.) 3/4" PIPE TO RETURN 1/2" PVC CHECK VALVE (TYP. 2 PLCS.) FROM CHLORINATOR SYSTEM FROM CO2 FEED SYSTEM FROM FILTER CONCRE L1/4" BRASS OR S.S. ISOLATION VALVE TO REPLACE GAUGE (TYP. 2 PLCS.) 4" x 3" PVC REDUCER BUSHING UV UNIT DETAIL SCALE: 1-1/2" = 1'-0" AIR RELEASE VALVE SEE DET. 2/W301 3" x 1" PVC REDUCER BUSHING 3" PVC TEE STANDARD LIQUID FILLED PRESSURE _ GAUGE, 0-60 PSI, 2-1/2" S.S. CASE, MODEL #ILPG6025-4L AVAIL: AMERICAN GRANBY, INC. (800) 776-2266 3" PVC SPRING CHECK VALVE PENTAIR WHISPERFLOXF HIGH PERFORMANCE THERMOPLASTIC SELF -PRIMING PUMP MODEL #XFK-8 REFER TO EQUIPMENT ROOM PLAN FOR FURTHER PUMP CHARACTERISTICS 1/2" THICK NEOPRENE VIBRATION ISOLATION PAD 3" PVC TEE LCS.) TO RETURN PVC BALL VALVE "P. 3 PLCS.) TRAINER BASKET )E PIPING PROVIDED i UV UNIT FS ULTRAVIOLET SINFECTION UNIT ODEL #ECP-113-5-SPV 'ITH SP-A CONTROL VIT, 50-260GPM, 1.3kW, ✓AIL: KSI (714) 754-4044 PVC FLANGE YP. 4 PLCS.) iED PIPE ICRETE '/ S.S. UT 0 m 0 z r .'17C. i g9v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 SW DESIGN GROUP. INC. 2500 Redhill Ave, State 206 • Santa Ana, CA W705 Phone: (90 476-8777 • FAX (9491476--5048 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRATION DATE: 5/4/2021 PROJECT NUMBER: P3282.04 DRAWN BY: REVIEWED BY: STO STO PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: EQUIPMENT DETAILS W3Lun n1QUB ,marm 2021 CITY OF EDMONDS DEPARTMENT WAVE EFFECT NOTE: JETS DO NOT INCLUDE LIGHTING. PICTURES USED TO DEPICT WATER EFFECTS ONLY. DECK FINI; LANDSCAPE ARCI EXPANSION JOINT PER LANDSCAPE ARCHITECT SPRAY DECK CROSS SECTION SCALE- 1/2" = V-0" MOUNTAIN EFFECT m p ,a r i � 44 K :w� 7 r '.'� '1e ^mow•'• 9 .` ++■wI� �` :rye ....�- m - 3 "MOUNTAIN" EFFECT ALT `11c. 1 gc)v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 DESIGN GROUP, INC. 2500 Redhill Ave, Smte 205 ■ Santa Ana, CA W705 Phone; (90 476-8777 • FAX (90 476- 5048 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRATION DATE: 5/4/2021 PROJECT NUMBER: P 3282.04 DRAWN BY: REVIEWED BY: STO STO PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS. SPRAY DECK SECTIONS & DETAILS W4 aQQrUB 2021 CITY OF EDMONDS DEPARTMENT OF EDP r 1-1/2" DEEP x 1-1/2" SQUARE MESH FIBERGLASS GRATING AVAIL: FIBERGRATE (800) 527-4043 3" x 4" x 2" WIDE x 3/8" THICK 316L S.S. ANGLE SPACED 1'-1/8" O.C. W/ 1/2" 316L S.S. ANCHOR BOLT. EASED CORNERS PER LANDSCAPE ARCH. FINISH PER LANDSCAPE ARCHITECT SLOPE At 6" v • • •° 450 S.W.S. 1 4' 6" O O o 0 O O O 1• � 2'-811 1 LA 4 6" CdM PACT 6" � a' GRAVEL BED #4 REBAR AT 12" O.C. BOTH WAYS 1'-10" O.W.S. 1/8" THICK BUNA RUBBER MATTING ADHERED TO BOTTOM OF EACH REMOVABLE PAVER REMOVABLE PAVER PER DECK FINISH PER LANDSCAPE ARCHITECT LANDSCAPE ARCHITECT VARIES 2' OFFSET @ N/S EDGES & 4' OFFSET @ E/W EDGES EXPANSION JOINT PER LANDSCAPE ARCHITECT 1„ 4 I ° AQUAFIN 2K/M WATERPROOFING ° ° (OR EQUAL) EQ EQ An 0 FAN 2' @ (NORTH & SOUTH TROUGH) 3' @ (WEST & EAST TROUGH) 6" COMPACT GRAVEL BED SECTION EDGE AT GUTTER DETAIL SCALE: 1-1/2" = V-0" TERMINATE AQUAFIN 2K/M WATERPROOFING (OR EQUAL) AT EDGES AQUAFIN 2K/M WATERPROOFING (OR EQUAL) FINISH PER LANDSCAPE ARCHITECT SLOPE a 3" G NOTE: CONTRACTOR TO VERIFY STATIC & OPERATING WATER LEVEL AT SYSTEM STARTUP. C 1/4" GRAY TILE 'T' SPACER ADHERED TO BOTH BOTTOM CORNERS OF 3" C�.R,':1 PAVERS (OR EQUAL) as 1 ..A o d a 0' d' OFFSET ANCHORS @ V-O8" O.C. (TYP.) 1 4 1 � f j ��4 12" x 24" REMOVABLE PAVER PER LANDSCAPE ARCHITECT )MILL. AZ_ 3" x 6" x 2" WIDE x 3/8" THICK 316L S.S. ANGLE SPACED 1'-1/8" O.C. W/ 1/2" 316L S.S. ANCHOR BOLT. ADEKA ULTRA SEAL WATERSTOP MODEL# KBA-1510 FP (OR EQUAL) CUSTOM LED210 SERIES ARCHING JET WITH GRILL TYPE COVER: 150 ANGLE NOZZLE FOR MOUNTAIN EFFECT 250 ANGLE NOZZLE FOR WAVE EFFECT AVAIL: CRYSTAL FOUNTAINS (905) 660-6674 •N EQd #4 REBAR AT 12" O.C. BOTH WAYS �~ C �~ C d- 0 CD a El a o 6,1 ° ° fl ADEKA ULTRA SEAL FROM PUMP < WATERSTOP MODEL# DRAIN TO ° ° ° KBA-1510 FP (OR EQUAL) TROUGH d, e. a°c a a °•. a d. d d' a c • a ' . a Al e ° A° . a• • ° . ' V • a d .d . da A a• ci c 82 11 -2 kJ -2 2'-4" COMPACT GRAVEL BED ARCHING JET DETAIL SCALE: 1-1/2" = 1'-0" 3" x 4" x 2" WIDE x 3/8" THICK 316L S.S. ANGLE SPACED 1'-1/8" O.C. 3" x 6" x 2" WIDE x 3/8" THICK 316L S.S. ANGLE SPACED 1'-1/8" D.C. 1/4" GRAY TILE 'T' SPACER, EPDXY ADHERED TO BOTH BOTTOM CORNERS OF PAVERS (TYP. 2 PLCS. PER PAVER AS SWOWN) (OR EQUAL). SUBMIT COLOR SAMPLE FOR REVIEW TO VERIFY MATCH W/PACERS. CRYSTAL FOUNTAINS DUAL WIND SENSOR CTRICAL T (METAL) NOTE: MOUNT CUPS 121N ABOVE WALL/POLE TO READ WIND SPEED - LOCATE AT NORTHWEST CORNER OF RESTROOM BUILDING. (SUBMIT SHOP DRAWINGS) WIND SENSOR DETAIL SCALE: 1-1/2" = V-0" PERFORMANCE 150 ANGLE SPRAY HEIGHT (FT.) 1' 2' 2.5' 3.5' 4.5' 5.5' 6.5' 7.5' 10.5' 12' THROW (FT.) 1' 2' 3' 4' 5' 6' 7' 8' 10, 12' GPM 6 8 9 10.5 11.5 12.5 13.5 14.5 15.5 17 HEAD (FT.) 6.5' 12.5' 16.5' 21.5' 26.5' 30.5' 36' 40' 48.5' S8' 250 ANGLE SPRAY HEIGHT (FT.) 0.5' 1' 1.5' 2' 2.75' 3.25' 3.75' 4.5' 5' 7' THROW (FT.) 1' 2' 3' 4' 5' 6' 7' 8' 10, 12' GPM 5 6.5 8 8.5 10 10.5 11 12 13 14 HEAD (FT.) 5.5' 8.5' 12.5' 15.5' 19, 21.5' 25' 28' 33.5' 39' ALT CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 DESIGN GROUP, INC. 2500 RedluR Ave, Salts 206 • Santa Ana, CA M05 Phone: (949) 476-8777 • FAX (90 476-5M CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRATION DATE: 5/4/2021 PROJECT NUMBER: P3282.04 DRAWN BY: STO REVIEWED BY: STO PHASE. PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: SPRAY DECK SECTIONS & DETAILS W4U 6 Qajr2021 CITY OF EDMONDS DEPARTMENT 1/8" THICK BUNA RUBBER MATTING ADHERED TO BOTTOM OF EACH REMOVABLE PAVER 1-1/2" DEEP x 1-1/2" SQUARE MESH FIBERGLASS GRATING AVAIL: FIBERGRATE (800) 527-4043 m] O.W.S. v 1 I I #4 REBAR @ 12" O.C. EACH WAY I 3/4" PVC COUPLING ° o A O. a I TO WATER LEVEL CONTROL PANEL IN EQUIPMENT ROOM 3/4" PVC CONDUIT WATER LEVEL SENSOR DETAIL SCALE: 2" = V-0" CRYSTAL FOUNTAINS ESG SERIES CONDUIT -MOUNTED LEVEL SENSOR MODEL #ESG200 W/ 3/4" ELECTRICAL CONNECTION AVAIL: CRYSTAL FOUNTAINS (800) 539-8858 REMOVABLE PAVER PER F LANDSCAPE ARCHITECT i ADEKA ULTRA SEAL P-201 HYDROPHILIC RUBBER WATERSTOP AVAIL: OCM (866) 457-5710 4 O O 6„ a a AQUAFIN 2K/M WATERPROOFING (OR EQUAL) NOTE: CONTRACTOR TO VERIFY STATIC &OPERATING WATER LEVEL AT SYSTEM STARTUP. CONTRACTOR TO SET WATER LEVEL SENSOR &OVERFLOW TO ACCOMMODATE ACTUAL OPERATING CONDITIONS. 1-1/2" DEEP x 1-1/2" SQUARE MESH FIBERGLASS GRATING AVAIL: FIBERGRATE (800) 527-4043 S.W.S. O.W.S. 11,. 2 1'-10" #4 REBAR @ 12" O.C. EACH WAY 2" PVC COUPLING CRA TO SANITARY SEWER OVERFLOW DETAIL SCALE: 2" = 1'-0" 1/8" THICK BUNA RUBBER MATTING ADHERED TO BOTTOM OF EACH REMOVABLE PAVER REMOVABLE PAVER PER F LANDSCAPE ARCHITECT I ° I I I 2" PVC ELL 1'-O$" (TYP.) MA CRYSTAL FOUNTAINS 2" OVERFLOW DRAIN DOB SERIES AVAIL: CRYSTAL FOUNTAINS (800) 539-8858 ADEKA ULTRA SEAL P-201 HYDROPHILIC RUBBER WATERSTOP AVAIL: OCM (866) 457-5710 0 4 .O AQUAFIN 2K/M WATERPROOFING (OR EQUAL) NOTE: CONTRACTOR TO VERIFY STATIC & OPERATING WATER LEVEL AT SYSTEM STARTUP. CONTRACTOR TO SET WATER LEVEL SENSOR & OVERFLOW TO ACCOMMODATE ACTUAL OPERATING CONDITIONS. 12" x 12" S.S. PLATE W/ FOUR(4) 2" x 1-1/2" S.S. L-BRACKETS ADEKA ULTRA SEAL P-201 WELDED TO BOTTOM OF PLATE HYDROPHILIC RUBBER WATERSTOP AVAIL: OCM LINE SIZE PVC (866) 457-5710 1-1/2" PVC TEE COUPLING #4 REBAR @ 12" #4 REBAR @ 12" O.C. EACH WAY O.C. EACH WAY ADEKA ULTRA SEAL P-201 HYDROPHILIC RUBBER 1-1/2" PVC WATERSTOP AVAIL: OCM 211 COUPLING (866) 457-5710 O O O 4a 6�, O O O ° O 611 a° :< 4 I AQUAFIN 2K/M I AQUAFIN 2K/M ' WATERPROOFING (OR EQUAL) WATERPROOFING (OR EQUAL) LINE SIZE I TO PVC ELL FROM -- PUMP --� -- PUMP -� GUTTER INTAKE DETAIL SCALE: 2" = V-0" FLOOR INLET DETAIL SCALE: 2" = V-0" 2" PVC ELL 2" x 1-1/2" PVC REDUCER BUSHING ALT `nc. 1 g9%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 DESIGN GROUP, INC. 2500 Redhill Ave, Smte 205 • Santa Ana, CA W705 Phone; (90 476-8777 • FAX (90 476- 5048 CIVIC CENTER PLAYFIELD EDMONDS, WA EXPIRATION DATE: 5/4/2021 PROJECT NUMBER: P3282.04 DRAWN BY: STO REVIEWED BY: STO PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS. SPRAY DECK SECTIONS & DETAILS W4@QUB mar= 2021 CITY OF EDMONDS DEPARTMENT FEEDER SIZE AND SHORT CIRCUIT PROTECTION BY OTHERS 208/120V,30,4W&GND SHORT CIRCUIT SHALL NOT EXCEED 10KA I I � b b b MDS I1-�—i — 60A 208V ; 60A CLASS J CURRENT I LIMITING I FUSE S—F2 F3 PANEL NOTES: 1) U.L. 508A LISTED INDUSTRIAL CONTROL PANEL TO BE FABRICATED & LABELED PER U.L. 508A. 2) GFI BEAKERS TO BE RATED AT 6MA GROUND 'NDB: G FAULT FOR PERSONEL PROTECTION. �••� 3) DOOR MOUNTED INDICATING LIGHTS TO BE LED TYPE. 4) CONTROL PANEL TO BE MANUFACTURED AND PURCHASED FROM RSD-TOTAL CONTROL 26021 ATLANTIC OCEAN DRIVE LAKE FOREST, CA. 949-380-7878 apearson@rsd.net I I PDB1 I I GENERAL ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHALL CONFORM TO THE CURRENT ADOPTED VERSION OF THE NATIONAL ELECTRIC CODE AND 2015 BUILDING CODE OF WASHINGTON WITH LOCAL AMENDMENTS. 2) ELECTRICAL CONTRACTOR TO PROVIDE A ENGINEERED SHOP DRAWING OF EQUIPMENT WIRING AND DISTRIBUTION FOR CITY AND OR INSPECTOR APPROVAL. 3) CODES AND STANDARDS: ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR WORK WHICH IS NOT ACCEPTED BY THE ELECTRICAL INSPECTOR. AS A MINIMUM, CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING CODES: (A) NFPA 70, "NATIONAL ELECTRICAL CODE" (NEC) (B) AMENDMENTS BY THE AUTHORITY HAVING JURISDICTION (AHJ). (C) NFPA 70E, "STANDARD FOR ELECTRICAL SAFETY REQUIREMENTS..." UL LISTED 508 CONTROL PANEL SEE A DRAWING W501 B FOR C CONTINUATION 4) ALL WATER FEATURE EQUIPMENT, CONTROLS, LIGHTING SYSTEMS, METALLIC PARTS/FIXTURES AND BASIN STEEL REINFORCEMENT SHALL BE GROUNDED AND BONDED PER CURRENT NEC CODE REQUIREMENTS. 5) PRODUCT SAFETY: IN ADDITION TO INSTALLING (UL) LABORATORY LISTED EQUIPMENT FOR ASSURANCE OF SAFETY, THE CONTRACTOR AND/OR EQUIPMENT MFR SHALL APPLY WARNING LABELS TO ELECTRICAL EQUIPMENT AS SPECIFIED IN THE CODE OR NECESSARY TO PREVENT A SAFETY HAZARD. 6) WORKMANSHIP: FABRICATION AND INSTALLATION SHALL BE IN COMPLIANCE WITH THE STANDARDS OF THE NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION. ELECTRICAL WORK SHALL BE PERFORMED BY A STATE LICENSED ELECTRICIAN WHO SHALL TAKE RESPONSIBILITY OF PROPER AND SAFE WORKMANSHIP AND CERTIFY TO COMPLIANCE WITH ELECTRICAL SPECIFICATIONS AND APPLICABLE CODES. +----�---� +----�---� +----------------I—, 7) COMMISSIONING: b b cn- OPERATIONAL THE ELECTRICAL WATER FEATURE 20%GFI 15B/1 SYSTEMS ON THIS PROJECT SHALL n Hn I BE TESTED AND DEMONSTRATED MP, MP2: MP3; FOR COMPLIANCE WITHIN THE REQUIREMENTS OF I I I ALL EQUIPMENT. ANY ABNORMAL VARIATIONS OR FAULTY OPERATION SHALL BE THE RESPONSIBILITY OF THE WATER FEATURE CONTRACTOR TO CORRECT. R1 M11 I I R2 L1 L2 L3 P24 R VFD #1 F COM All G U V W G 1 G 1 T1 1 T2 1 T3 T1 T2 �2T3� 2G 1 /2"C - 1 /2"C - 3#12 & I 3#12 & 1#12 J 1#12 J GND GND -j— -j— 208V 208V 30 30 3 HP 2 HP 9.8A 7.5A FILTER JET PUMP PUMP (WAVE EFFECT) ELECTRICAL DRAWINGS SCALE: N.T.S. R3 I R4 L1 L2 L3 P24 R VFD #2 F COM All G U V W G T1 T2 �iT3� 3G 1 /2"C - 3#12 & 1#12 J GND 208V 30 2 HP 7.5A JET PUMP (MOUNTAIN EFFECT) 2 T2 T2 1 /2"C - 2#12 & 1#12 GND 208V 6.2A DI-6 U.V. CONTROL PANEL 1 /2"C - 2#12 & 1#12 GND 1 R7 b—T L N G PS1 120-24VDC 60W CLASS 2 V+ V- ISOLATION 00111115111 0 0 AT I 24VDC D 12-I R DIGITAL GAS TRANSMITTER AUDIBLE/VISUAL ALARM L--J 8) CONDUIT AND WIRE INFRASTRUCTURE ALL CONDUIT AND WIRE SHALL BE IDENTIFIED FOR USE IN A WET LOCATION. EXTERIOR CONDUIT SHALL BE RIGID GALVANIZED STEEL OR EMT AND ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40. ALL WIRING SHALL BE THW INSULATION, 75 DEGREE CELSIUS RATED. 9) ALL INTERIOR ENCLOSURES SHALL BE NEMA 1 OR 12 AND ALL EXTERIOR ENCLOSURES SHALL BE NEMA 3R OR 4X. 10) WORSE CASE VOLTAGE DROP IS NEGLIGIBLE AND BELOW 3%. WATER FEATURES PANEL LOAD SCHEDULE KW/KVA AMPERAGE @ 3-PHASE CONNECTED LOAD 10.8 30.2 ALT `12c. 1 gc)v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 DESIGN GROUP. INC. 2500 Redhill Ave, Suite 206 • Santa Ana, CA W705 Phone: (90 476-8777 • FAX (949) 476--5048 CIVIC CENTER PLAYFIELD EDMONDS, WA F. OON WAsy ti o 0 56767 STER�`� Fss/0NAL ECG EXPIRATION DATE: 8/27/2021 PROJECT NUMBER: P3282.04 DRAWN BY: REVIEWED BY: STO STO PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: ELECTRICAL DRAWINGS aW50®rUB 2021 CITY OF EDMONDS DEPARTMENT SEE DRAWING W500 FOR CONTINUATION N A B C UL LISTED 508 CONTROL PANEL C133 I I C134 I I C135 I I C136 I I C138 1 15 1 FI , , 15/1 GFI , 15/1 GFI , 15/1 15/1 M1 ©101m1 CR1 J 121113 CR2 1 /2"C - _ _ _ _ 1 /2"C - 1 # 12 1 I -- F -- I - -- -- -- --- B E C S yS 3 - -- -- -- -- -- -- -- 1 # 12 & I L_ GND I I I I IGND x �_�,__/�� 1 I F I PH Cl/Br Au1 �J Ce CM CM SET THE RELAY JUMPERS 1 120V F I L L TO THE C POSITION FOR I TABLET 1 ( I I INTERLOCKED FEED PUMPS 1 FEEDER I 03 • 0 Il • 0A • I,��l m lIZA.111 ;1 fr��1 l,`�1 �1 �l �1 �lI,��l mME, 1#12 ELECTRICAL DRAWINGS SCALE- N.T.S. m v VALVE 141115 V 120V CO2 FEED VALVE 1 /2"C _ F 3#12 & I 1#12 F I� GND — I I L- 161117 r-------1 100W L4�J 100W CO2 TANK HEATERS 191 1201 2 STAGE WIND CONTROLLER b 120V b F-° STAGE #1 STAGE #2 ' 22AWG TWISTED PAIR WIRE REMOTE ANEMOMETER (MAX. DISTANCE 500 FT.) CB9 15/1 IA CB12 15/1GF1 1 CB13 1 15/1 1 SEE DRAWING W502 FOR CONTINUATION FLOOD N g FLOAT SWITCH " 40 110 �� 111 ° A WINDY GFI AR G LT3 LT1 CONVENIENCE AR H 1— RECEPTACLE i i 1 Y-x An WR R VERY WINDY LT2 /-ff I L 6t 1#12 GND LT4 aPITPUMP FLOOD ALT 1 1 0 T� V m 0 z r `'0c. 1 89v CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 M DESIGN GROUP, INC. 2500 Redh9ll Ave, Sxdte 205 • Santa Ana, CA W705 Phone: (90 476-8777 • FAX (949) 476- 5048 CIVIC CENTER PLAYFIELD EDMONDS, WA P OON �oE w a sy ti o 0 56767 �s9/ONAL EXPIRATION DATE: 8/27/2021 PROJECT NUMBER: P282.04 DRAWN BY: REVIEWED BY: L L STO STO PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: ELECTRICAL DRAWINGS aW50lrUB 2021 CITY OF EDMONDS DEPARTMENT UL LISTED 508 CONTROL PANEL 1 /2"C - 4#14 & 1#14 GN[ O BOND COPPER GROUND WIRE AND RE -BAR. UL LISTED FOR DIRECT BURIAL IN EARTH OR CONCRETE. BURNDY #C-11 D (1/2"-3/4" Re -BAR) OR EQUAL. MAKE FOUR RE -BAR CONNECTIONS (MINIMUM) OF THE GROUND WIRE AROUND THE WATER FEATURE. AS APPLICABLE, BOND REBAR TO METAL SHELL LINED WATER FEATURES. UL LISTED 508 CONTROL PANEL H N R CHEMICAL ALARM LT13 CC ALARM 136 137 R5 1 /2"C - 2#12 & U.V. 1#12 GND HEALTHY ZLT U.V. HEALTHY 138 139 1 /2"C - 2#12 & 1#12 GND R6A R6 R1A R U.V. In LOW ol LT15 R3A R7 CB14 1/1 r FAN INTAKE T-STAT CB 15 1/1 ' FAN ----- EXHAUST O2 TAP CONNECTOR FOR SOLID TO SOLID GROUND WIRE, UL LISTED FOR DIRECT BURIAL IN EARTH OR CONCRETE. BURNDY #KS17-DB, OR EQUAL. TYPICAL WATER FEATURES BONDING WIRE LUG CONNECTOR SUITABLE FOR PURPOSE TO CONNECT FRAMES OF MOTORS, METAL ELECTRICAL EQUIPMENT ENCLOSURES, AND O METAL PIPING. GREAVES OR EQUAL. BONDING CONNECTOR MAY BE THE SAME AS ITEM '2' OR OTHER WET LOCATION UL LISTED. GROUNDING LUGS ON INTERIOR OF LIGHTING JUNCTION BOXES. BOND ONLY TO WATER FEATURE REINFORCING STEEL IF WITHIN 5 FEET OF WATER O FEATURE. FLEXIBLE ELECTRICAL LIGHTING CORD WITH INTEGRAL #16 (MIN.) GREEN INSULATED CONDUCTOR IN RIGID CONDUIT. FOR RIGID NON-METALLIC O CONDUIT FOR POOLS & SPAS ADD GROUND WIRE TO CONDUIT INFRASTRUCTURE. BOND ONLY TO GROUND BAR IN EQUIPMENT VAULT. METALLIC OBJECTS IN OR WITHIN 5 FT (1.5 M) OF THE WATER FEATURE INCLUDING BUT NOT LIMITED TO CONCRETE REINFORCEMENT, HANDRAILS AND ADA ACCESS LIFT SHALL BE BONDED WITH A GROUND WIRE. O BRANCH CIRCUIT WIRING TO MOTORS, ELECTRICAL CABINETS, CONTROLLERS, BOXES AND PANELS SHALL INCLUDE AN INSULATED COPPER GROUNDING CONDUCTOR. BOND EQUIPMENT GROUNDING CONDUCTOR FOR WATER FEATURE LIGHTING TO GROUND BAR ONLY GROUNDING CONDUCTOR TO WATER FEATURE STRUCTURAL STEEL, PER NEC 250.52(B)(3). ELECTRICAL DRAWINGS DO NOT BOND LIGHTING EQUIPMENT 0 BONDING/GROUNDING COMPONENTS AND NOTES REF: NATIONAL ELECTRICAL CODE (NEC) O TO REDUCE VOTAGE GRADIENT WITHIN THE WATER FEATURES, THE BONDING LOOP SHALL NOT BE CONNECTED TO REMOTE PANEL BOARDS, SERVICE EQUIPMENT OR ELECTRODES PER NEC680.26(B). a GENERAL BONDING CONDUCTORS ARE BARE SOLID COPPER, UNLESS NOTED OTHERWISE. SPLICES SHALL BE EITHER WITH HIGH COMPRESSION CONNECTORS, EXOTHERMIC TYPE OR TWO (2) MECHANICAL CONNECTORS, ITEM "2". GROUND CONDUCTORS ACCOMPANYING CIRCUIT CONDUCTORS IN CONDUIT ARE STRANDED OR SOLID GREEN INSULATED COPPER BUILDING WIRE. BONDING/GROUNDING CONNECTORS SHALL BE UL LISTED FOR THE PURPOSE INTENDED. INSTALL AND TORQUE BOLTS WITH A PROPER TOOL PER MFR. INSTRUCTIONS. CONNECTORS BURIED DIRECTLY IN EARTH OR CONCRETE SHALL BE U.L.467 LISTED AND VERIFIED BY THE FIELD ELECTRICAL % INSPECTOR BEFORE BACKFILL. UL LISTED COMPRESSION OR EXOTHERMIC TYPES OF CONNECTIONS ARE ACCEPTABLE ALTERNATES. BONDING CONNECTORS TO METAL SHELL LINED WATER FEATURES SHALL BE BURNDY #GB4C (3/8" BOLT) OR EQUAL. (UL-467 LISTED FOR DIRECT o BURIAL IN EARTH OR CONCRETE.) BOND A #8 BOND WIRE TO THE EXTERIOR OF THE METAL SHELL FLANGES IN AT LEAST THREE LOCATIONS. 0 m 0 z r `nc. 1 g9%j CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKE R I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 am DESIGN GROUP. INC. 2500 Redhill Ave, Smte 205 • Santa Ana, CA W705 Phone; (90 476-8777 • FAX (90 476- 5048 CIVIC CENTER PLAYFIELD EDMONDS, WA P' CAN J\OOF W A 9y i� O 0 56767 9F�ISTER�`� � FSS/0NAL EXPIRATION DATE: 8/27/2021 PROJECT NUMBER: P3282.04 DRAWN BY: STO REVIEWED BY: STO PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS. ELECTRICAL DRAWINGS SCALE: N.T.S. ALT 1 W50PUB mar= 2021 CITY OF EDMONDS DEPARTMENT DESIGN LOADS ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION AS AMENDED BY THE CITY OF EDMONDS. Al LIVE LOADS IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LIVE LOADS WERE USED FOR DESIGN. ASSEMBLY AREAS 100 PSF REFER TO TABLE 1607.1 IN THE IBC FOR RELEVANT CONCENTRATED LIVE LOADS. SNOW LOAD THE SNOW LOAD IS DETERMINED USING CHAPTER 7 OF ASCE 7 IN ACCORDANCE WITH IBC SECTION 1608. DESIGN LOAD 25 PSF SEISMIC LOADS THE SEISMIC FORCE —RESISTING SYSTEM (SFRS) USED TO RESIST EARTHQUAKE AND WIND LOADS AT THE SHADE STRUCTURE IS COMPRISED OF CANTILEVERED STEEL COLUMNS DESIGNED FOR CODE LEVEL EARTHQUAKE. EARTHQUAKE DESIGN IS BASED ON THE MODAL RESPONSE SPECTRUM ANALYSIS PROCEDURE IN ASCE 7 SECTION 12.9. SITE CLASS D RISK CATEGORY II SEISMIC DESIGN CATEGORY D Ss = 1.27g S1 = 0.498g Sds = 0.85g Sd1 = 0.500g R = 2.5 V = BASE SHEAR = 11 KIPS T = 0.16 SECONDS TL = 6.0 SECONDS Cs = 0.34 WIND LOADS WIND LOAD IS DETERMINED USING CHAPTERS 26-31 OF ASCE 7 IN ACCORDANCE WITH IBC SECTION 1609 WITH THE FOLLOWING FACTORS: RISK CATEGORY II Kzt = 1.0 EXPOSURE CATEGORY C Gcpi = 0.0 V = 110 MPH SOIL LOADS ALLOWABLE SOIL —BEARING PRESSURE 2000 PSF GENERAL NOTES. SUBMITTALS SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO ANY FABRICATION OR CONSTRUCTION FOR ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: CONCRETE REINFORCEMENT, EMBEDDED STEEL ITEMS, STRUCTURAL STEEL, GRATING. IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN. NONSTRUCTURAL COMPONENTS DESIGN, DETAILING AND ANCHORAGE OF ALL NONSTRUCTURAL COMPONENTS SHALL BE IN ACCORDANCE WITH IBC SECTION 1613, ASCE 7 CHAPTER 13, AND THE PROJECT SPECIFICATIONS. NONSTRUCTURAL COMPONENTS DESIGNED BY OTHERS SHALL NOT INDUCE TORSIONAL LOADING INTO SUPPORTING STEEL STRUCTURAL MEMBERS WITHOUT ADDITIONAL BRACING OF THOSE MEMBERS TO ELIMINATE TORSIONAL FORCES. TORSIONAL BRACING SHALL BE DESIGNED BY THE NONSTRUCTURAL COMPONENT DESIGNER AND APPROVED BY THE ENGINEER. DESIGN, DETAILING AND CONSTRUCTION OF ALL NONSTRUCTURAL COMPONENTS WHICH ATTACH TO STRUCTURE SHALL ACCOMMODATE CONSTRUCTION TOLERANCES AS ESTABLISHED BY THE STRUCTURAL SPECIFICATIONS. INSPECTION SPECIAL INSPECTION PER IBC CHAPTER 17 SHALL BE PERFORMED BY AN APPROVED TESTING AGENCY AS INDICATED IN THE STATEMENT OF SPECIAL INSPECTIONS AND TESTING. ALL PREPARED SOIL —BEARING SURFACES SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. SOILS COMPACTION SHALL BE SUPERVISED BY AN APPROVED TESTING AGENCY OR GEOTECHNICAL ENGINEER. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL LEVELS, DIMENSIONS, AND EXISTING CONDITIONS IN THE FIELD BEFORE PROCEEDING. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR FIELD CHANGES PRIOR TO INSTALLATION OR FABRICATION. IN CASE OF DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS, THE CONTRACTOR SHALL OBTAIN DIRECTION FROM THE ARCHITECT BEFORE PROCEEDING. DIMENSIONS NOTED AS PLUS OR MINUS (f) INDICATE UNVERIFIED DIMENSIONS AND ARE APPROXIMATE. NOTIFY ARCHITECT IMMEDIATELY OF CONFLICTS OR EXCESSIVE VARIATIONS FROM INDICATED DIMENSIONS. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS --DO NOT SCALE DRAWINGS . DIMENSIONS OF EXISTING CONDITIONS MAY BE BASED ON RECORD DRAWINGS AND ARE TO BE FIELD —VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS, EXISTING CONSTRUCTION AND SOIL EXCAVATIONS, AS REQUIRED, AND IN A MANNER SUITABLE TO THE WORK SEQUENCE. TEMPORARY SHORING AND BRACING SHALL NOT BE REMOVED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND MATERIALS HAVE ACHIEVED DESIGN STRENGTH. NO REINFORCING BARS IN EXISTING CONSTRUCTION SHALL BE CUT UNLESS DIRECTED TO BY THE ARCHITECT OR AS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. SOILS SEE THE GEOTECHNICAL REPORT BY LANDAU ASSOCIATES, DATED OCTOBER 30, 2019, FOR MORE COMPLETE INFORMATION. EARTHWORK MATERIAL, BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. BACKFILL BEHIND WALLS SHALL NOT BE PLACED BEFORE THE WALLS AND SUPPORTING SLABS ACHIEVE 28 DAY CONCRETE STRENGTH OR THE WALLS ARE TEMPORARILY BRACED. ALL TOPSOIL ORGANICS AND LOOSE SURFACE SOIL SHALL BE REMOVED FROM BENEATH FILL SUPPORTING CONCRETE SLABS OR PAVING. MEMBER SPACING ALL FRAMING MEMBERS SHALL BE EQUALLY SPACED BETWEEN GRID LINES, COLUMNS, AND DIMENSIONED FRAMING UNLESS NOTED OTHERWISE. CONCRETE CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF IBC CHAPTER 19. CONCRETE MIXES CONCRETE MIXES SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: CONCRETE MIXTURE (c ) PSI TEST (DAYS) ) USE 4,000 28 ALL CONCRETE NOTED IN STRUCTURAL DRAWINGS WATER —REDUCING ADMIXTURES MAY BE INCORPORATED IN CONCRETE MIX DESIGNS, BUT SHALL CONFORM TO ASTM C 494, AND BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. CaC12 OR OTHER WATER—SOLUBLE CHLORIDE ADMIXTURES SHALL NOT BE USED. WATER/CEMENT RATIO SHALL BE MEASURED BY WEIGHT AND SHALL BE BASED ON THE TOTAL CEMENTITIOUS MATERIAL. WATER/CEMENT RATIO AND WATER CONTENT SHALL BE DETERMINED BY THE SUPPLIER BASED ON STRENGTH REQUIREMENTS AND SHALL NOT EXCEED THE MAXIMUM WATER/CEMENT RATIO AND/OR WATER CONTENT IF SHOWN ABOVE OR IN THE PROJECT SPECIFICATIONS. FIELD —MEASURED SLUMP SHALL CONFORM TO THE SUBMITTED CONCRETE MIX DESIGN. TOLERANCE OF SLUMP SHALL CONFORM TO ASTM C 94. AN AIR —ENTRAINING AGENT CONFORMING TO ASTM C 260 SHALL BE USED IN ALL CONCRETE MIXES FOR FLATWORK WHICH IS EXPOSED TO WEATHER. THE AMOUNT OF ENTRAINED AIR SHALL BE 5 PERCENT f1 1/2 PERCENT BY VOLUME. THE AMOUNT OF ENTRAINED AIR SHALL BE MEASURED IN THE FIELD AT THE DISCHARGE FROM THE TRUCK. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR APPROVAL 2 WEEKS PRIOR TO PLACING ANY CONCRETE. THE MIX DESIGN SHALL BE IN CONFORMANCE WITH ACI 318, CHAPTER 5. THE SUBMITTAL SHALL INDICATE WHERE EACH CONCRETE MIX IS TO BE USED ON THE PROJECT, AS WELL AS THE MAXIMUM AGGREGATE SIZE OF EACH MIX. MAXIMUM AGGREGATE SIZE SHALL CONFORM TO THE PROJECT SPECIFICATIONS. CURING IF THE AIR TEMPERATURE WILL EXCEED 75 DEGREES F WITHIN 48 HOURS OF PLACING CONCRETE, A MOIST CURE SHALL BE APPLIED TO THE CONCRETE FOR A PERIOD OF 36 HOURS AFTER FINISHING CONCRETE SURFACES. REFER TO THE PROJECT SPECIFICATIONS FOR CURING REQUIREMENTS. 1000111111001010111111110111001 DEFORMED BARS ASTM A 615, GRADE 60 ADHESIVE REINFORCING DOWELS (ARD) ASTM A 615, GRADE 60 ADHESIVE AS REQUIRED PER POST —INSTALLED ANCHORS REINFORCING SHALL BE SUPPORTED AS SPECIFIED BY THE PROJECT SPECIFICATIONS AND THE CRSI MANUAL OF STANDARD PRACTICE. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI STANDARD OF PRACTICE AS OUTLINED IN ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." LAP ALL REINFORCING BARS AS NOTED ON THE DRAWINGS. WHERE SPLICE LENGTH IS NOT SHOWN, USE TYPE Lb (Lbt FOR TOP BARS) SPLICE PER DEVELOPMENT AND SPLICE LENGTH SCHEDULE. MECHANICAL SPLICES CALLED OUT ON THE PLANS SHALL BE TYPE 1, UNLESS OTHERWISE NOTED. TYPE 1 SPLICES SHALL DEVELOP 125 PERCENT OF THE YIELD CAPACITY OF THE SPLICED BARS IN BOTH TENSION AND COMPRESSION. TYPE 2 SPLICES SHALL DEVELOP THE SPECIFIED TENSILE STRENGTH OF THE SPLICED BARS IN TENSION IN ADDITION TO MEETING TYPE 1 SPLICE REQUIREMENTS. SUBMIT ICC—ES OR IAPMO UES REPORT VALID FOR THE 2015 IBC DEMONSTRATING COMPLIANCE OF COUPLERS WITH THESE REQUIREMENTS. A 1 REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS, UNLESS NOTED OTHERWISE: USE COVER FOOTING, BOTTOM BARS 3" (CAST AGAINST EARTH) TOP BARS 1 1 /2" 2" (#6 AND LARGER WHERE EXPOSED TO EARTH OR WEATHER) SIDE BARS 2" NONSHRINK GROUT BASE PLATE GROUT SHALL BE NONSHRINK TYPE WITH MINIMUM f'c = 8,000 PSI. STRUCTURAL STEEL REFERENCE SPECIFICATIONS STRUCTURAL HIGH STRENGTH BOLTS WELDING WELDER CERTIFICATION STEEL MATERIALS WIDE FLANGE SHAPES (W AND WT) PLATES (PL), BARS, ANGLES (L), CHANNELS (C AND MC) STRUCTURAL TUBES (HSS) STEEL PIPE STRUCTURAL BOLTS ANCHOR RODS THREADED RODS WELDING ELECTRODES STEEL AISC 360 — SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH —STRENGTH BOLTS AWS D1.1, FOR ALL WELDS NOT NOTED "DEMAND CRITICAL WELDS". AWS D1.8, ALL WELDS DENOTED "DEMAND CRITICAL WELDS" IN DETAIL. AMERICAN WELDING SOCIETY (AWS) WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) ASTM A 992 ASTM A 36, UNLESS NOTED OTHERWISE ASTM A 500, GRADE C ASTM A 53, GRADE B ASTM A 325 ASTM F 1554, GRADE 36 UNLESS NOTED OTHERWISE ASTM A 36, UNLESS NOTED OTHERWISE 70 KSI, LOW HYDROGEN, TYPICAL 60 KSI, MINIMUM, STEEL DECK AND COLD —FORMED FRAMING STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO THE REQUIREMENTS OF IBC CHAPTER 22. ALL MEMBERS ARE TO BE ERECTED WITH NATURAL MILL CAMBER OR INDUCED CAMBER UP, UNLESS OTHERWISE NOTED ON THE PLANS. SUBSTITUTION OF MEMBER SIZES OR STEEL GRADE WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL BY THE ARCHITECT. A MINIMUM OF TWO BOLTS IS REQUIRED FOR ALL BEAM CONNECTIONS. ALTERNATIVE CONNECTIONS TO THOSE SHOWN ON THESE DRAWINGS WILL REQUIRE PRIOR APPROVAL BY THE ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS AND JOINT PREPARATIONS THAT INCLUDE, BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES AND OTHER AIDS, WELDING PROCEDURES, REQUIRED ROOT OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, COPES, SURFACE ROUGHNESS VALUES, AND UNEQUAL PARTS. GALVANIZING STRUCTURAL STEEL AND CONNECTIONS, INCLUDING PLATES AND OTHER STEEL ITEMS SHALL BE HOT —DIPPED GALVANIZED AFTER FABRICATION IN COMPLIANCE WITH ASTM A 123. ALL FIELD WELDS ON GALVANIZED MATERIAL SHALL BE COATED WITH BRUSH APPLIED ZINC —RICH PAINT COMPLYING WITH THE SPECIFICATIONS AND ASTM A780. WELDING 1 ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS, AND SHALL BE PERFORMED BY AWS—WABO—CERTIFIED WELDERS. ONLY WELDS THAT ARE PREQUALIFIED, AS DEFINED BY AWS, OR QUALIFIED BY TESTING SHALL BE USED. SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 SYMBOLS. WELDS SHOWN ON THE DRAWINGS ARE MINIMUM SIZES. INCREASE WELD SIZE TO AWS MINIMUM SIZES BASED ON THICKNESS. MINIMUM WELD SIZE SHALL BE 3/16—INCH, UNLESS NOTED OTHERWISE. THE WELDS SHOWN ARE FOR THE FINAL CONNECTIONS. FIELD WELD SYMBOLS ARE SHOWN WHERE FIELD WELDS ARE REQUIRED BY THE STRUCTURAL DESIGN. WHERE FIELD WELD IS NOT INDICATED, THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF A WELD SHOULD BE SHOP OR FIELD —WELDED IN ORDER TO FACILITATE THE STRUCTURAL STEEL ERECTION. ALL CFL STUDS SHALL BE AUTOMATIC END WELDED. INM 7171 m 0 Z r CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER MAY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA .,a `�'Dc 43150 �� 4 ��'�' �`SSIONAL E�� 3/12/2021 PROJECT NUMBER: P3282.7 DRAWN BY: REVIEWED BY RAJ D n n PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: STRUCTURAL NOTES 0 SUB Qa2021r 5 CITY OF EDMONDS DEPARTMENT STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING TABLE 1 -REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS INSPECTION SYSTEM OR MATERIAL REMARKS IBC CODE CODE OR STANDARD FREQUENCY (NOTE 6) REFERENCE REFERENCE CONTINUOUS PERIODIC SOILS VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN - X BEARING CAPACITY. VERIFY EXCAVATIONS ARE EXTENDED TO _ X PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. TABLE GEOTECHNICAL PERFORM CLASSIFICATION AND TESTING OF COMPACTED X FILL MATERIALS. 1705.E REPORT - BY THE GEOTECHNICAL ENGINEER 1705.E VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF X - COMPACTED FILL. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED - X PROPERLY. CAST -IN -PLACE DEEP FOUNDATION ELEMENTS INSPECT DRILLING OPERATIONS AND MAINTAIN COMPLETE X AND ACCURATE RECORDS FOR EACH ELEMENT. TABLE GEOTECHNICAL VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM 1705.8 REPORT ELEMENT DIAMETERS, BELL DIAMETERS (IF APPLICABLE) 1705.8 X BY THE GEOTECHNICAL ENGINEER. AND ADEQUATE END BEARING STRATA CAPACITY. RECORD CONCRETE OR GROUT VOLUMES. FOR CONCRETE AND GROUTED ELEMENTS, PERFORM TABLE REFER TO TABLE 2 -CONCRETE FOR ADDITIONAL ADDITIONAL INSPECTIONS AND TESTS. 1705.8 - - - MATERIALS RELATED SPECIAL INSPECTIONS AND 1705.3 TABLE 3 FOR TESTING BY SPECIAL INSPECTOR. TABLE 2 -REQUIRED STRUCTURAL SPECIAL INSPECTIONS INSPECTION SYSTEM OR MATERIAL REMARKS IBC CODE CODE OR STANDARD FREQUENCY (NOTE 6) REFERENCE REFERENCE CONTINUOUS PERIODIC FABRICATIONS WHERE FABRICATION OF STRUCTURAL LOAD -BEARING MEMBERS AND ASSEMBLIES IS BEING PERFORMED ON THE PREMISES OF A FABRICATOR'S SHOP, SPECIAL INSPECTION IN FABRICATION SHOP 1704.2.5 - _ _ INSPECTION OF THE FABRICATED ITEMS SHALL BE AS REQUIRED BY TABLE 2 AND AS REQUIRED ELSEWHERE IN THE STATEMENT OF SPECIAL INSPECTIONS. REFERENCE SECTION 1704.2.5.2 FOR APPROVED FABRICATOR EXCEPTION. CONCRETE INSPECTION Of REINFORCING STEEL, INCLUDING TABLE 1705.3(1) ACI 318: 1.3.2 TOLERANCE AND REINFORCING PLACEMENT PRESTRESSING TENDONS, AND PLACEMENT. 1705.3 ACI 318: 3.5 - X PER ACI 318: 7.5 1910.4 ACI 318: 7.1-7J INSPECTION OF ANCHORS CAST IN CONCRETE WAC 51-50-1705 ACI 318 D.9.2 - X ALL ANCHORS SHALL BE VISUALLY INSPECTED INSPECTION Of ANCHORS POST -INSTALLED IN HARDENED CONCRETE MEMBERS: ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR ICC/IAPMO REFER TO ANCHOR CALLOUTS FOR SUSTAINED UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED WAC 51-50-1705 EVALUATION REPORT X - TENSION (ST) DESIGNATION TENSION LOADS. ACI 318: D.9.2.4 MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT ICC/IAPMO X DEFINED ABOVE. WAC 51-50-1705 EVALUATION REPORT - (NOTE 2) ALL ANCHORS SHALL BE VISUALLY INSPECTED ACI 318: D.9.2 TABLE 1705.3(5) 1705.3 ACI 318: 1.3.2 VERIFYING USE OF REQUIRED DESIGN MIX. 1904 ACI 318: 4 - X - 1910.2 ACI 318: 5.2-5.4 1910.3 AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE AS1M C 172 SPECIMENS FOR STRENGTH TEST, PERFORM SLUMP AND AIR TABLE 1705.3(6) ASiM C 31 X - - CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF 1910.10 ACI 318: 5.6,5.8 THE CONCRETE. INSPECTION OF CONCRETE AND SHOTCRElE PLACEMENT TABLE 1705.3(7) FOR PROPER APPLICATION TECHNIQUES. 1705.3 ACI 318: 5.9-5.10 X - - 1910.6-8 INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TABLE 1705.3(8) ACI 318: 1.3.2 TEMPERATURE AND TECHNIQUES. 19�0,9 ACI 318: 5.11-5.13 X TABLE 2 - (CONT.) INSPECTION SYSTEM OR MATERIAL REMARKS IBC CODE CODE OR STANDARD FREQUENCY (NOTE 6) REFERENCE REFERENCE CONTINUOUS PERIODIC STEEL INSPECTION TASKS PRIOR TO WELDING: WELDING PROCEDURE SPECIFICATIONS (WPS'S) AVAILABLE — x — MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE x MATERIAL IDENTIFICATION (TYPE/GRADE) x — — WELDER IDENTIFICATION SYSTEM x — — FIT —UP OF GROOVE WELDS (INCLUDING jOINT GEOMETRY): JOINT PREPARATION, DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL), CLEANLINESS (CONDITION OF AISC 360: TB N5.4-1 x — — STEEL SURFACES), TACKING (TACK WELD QUALITY AND 17085.2 AISC 360: N5.4 LOCATION), BACKING TYPE AND FIT (IF APPLICABLE) CONFIGURATION AND FINISH OF ACCESS HOLES x — — FIT UP OF FILLET WELDS: DIMENSIONS (ALIGNMENT, GAPS AT ROOT), CLEANLINESS (CONDITION OF STEEL SURFACES), TACKING (TACK WELD QUALITY AND LOCATION), BACKING x — — TYPE AND FIT (IF APPLICABLE) CHECK WELDING EQUIPMENT — — FABRICATOR OR ERECTOR SHALL OBSERVE INSPECTION TASKS DURING WELDING: USE OF QUALIFIED WELDERS x — — CONTROL AND HANDLING OF WELDING CONSUMABLE& PACKAGING, EXPOSURE CONTROL x NO WELDING OVER CRACKED TACK WELDS x — — ENVIRONMENTAL CONDITIONS: WIND SPEED WITHIN LIMITS, PRECIPITATION AND TEMPERATURE AISC 360: TB N5.4-2 x 1705.2 AISC 360: N5.4 WPS'S FOLLOWED: SETTINGS ON WELDING EQUIPMENT, TRAVEL SPEED, SELECTED WELDING MATERIALS, SHIELDING GAS TYPE/FLOW RATE, PREHEAT APPLIED, INTERPASS x — — TEMPERATURE MAINTAINED (MIN./MAX.), PROPER POSITION (F, V, H , 0 H ) WELDING TECHNIQUES: INTERPASS AND FINAL CLEANING, EACH PASS WITHIN PROFILE LIMITATIONS, EACH PASS x — — MEETS QUALITY REQUIREMENTS STATEMENT OF SPECIAL INSPECTION AND TESTING NOTES: 1. CONTINUOUS SPECIAL INSPECTION: SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS PRESENT WHEN AND WHERE THE WORK TO BE INSPECTED IS PERFORMED. PERIODIC SPECIAL INSPECTION: SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY PRESENT WHERE THE WORK TO BE INSPECTED HAS BEEN OR IS BEING PERFORMED. 2. WHERE PERIODIC INSPECTION IS ALLOWED IN ACCORDANCE WITH THE ANCHOR ICC/IAPMO EVALUATION REPORT, INSPECTIONS SHALL BE AS FOLLOWS: • FOR ALL ANCHORS, PRIOR TO CONCEALMENT, VERIFY: ANCHOR TYPE, ANCHOR DIMENSIONS ANCHOR SPACING AND EDGE DISTANCE. • FOR EACH ANCHOR TYPE AND SIZE, INSPECTOR SHALL BE ONSITE TO CONTINUOUSLY INSPECT A MINIMUM OF THE FIRST 10 ANCHORS INSTALLED BY EACH INSTALLER FOR CONFORMANCE WITH ICC/IAPMO EVALUATION REPORT. PROVIDED ALL ANCHORS ARE INSTALLED CORRECTLY PER MANUFACTURER'S INSTRUCTIONS, PROVIDE PERIODIC INSPECTION ON A MINIMUM OF 10% OF THE NEXT 1000 ANCHORS BY EACH INSTALLER AND A MINIMUM OF 5% OF THE REMAINING ANCHORS BY EACH INSTALLER. INSPECTIONS SHALL OCCUR A MINIMUM OF ONCE PER WEEK AT A RANDOM TIME WHILE ANCHOR INSTALLATION IS ONGOING. ANY NON-COMPLIANCE ISSUES SHALL RESET THE INSPECTION REQUIREMENTS TO TEN (10) CONTINUOUS INSPECTIONS. NON -COMPLIANT ANCHORS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD FOR REVIEW AND SHALL BE BROUGHT INTO COMPLIANCE BY EITHER TESTING OR RE -INSTALLATION. • INSPECTION REPORTS SHALL IDENTIFY NAMES OF INSTALLERS. • SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR INSTALLATIONS STATING THAT THE MINIMUM NUMBER OF ANCHORS WERE INSPECTED. 0 m 0 z r CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER MAY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA m Q �� 4��'�'AL E�� 3/12/2021 PROJECT NUMBER: P3282.7 DRAWN BY: RAJ REVIEWED BY: D n n PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: STRUCTURAL NOTES SoeUB 2021 CITY OF EDMONDS DEPARTMENT \IJ ABBREVIATIONS: db BAR DIAMETER Ld TENSION DEVELOPMENT LENGTH Ldt TENSION DEVELOPMENT LENGTH FOR A TOP BAR Lb CLASS LAP SPLICE LENGTH, 1.3 Ldt Lbt CLASS LAP SPLICE LENGTH FOR A TOP BAR, 1.3 Ldt Ldh TENSION DEVELOPMENT LENGTH FOR A STANDARD HOOK ABBREVIATIONS A f'c = 4,000 PSI fy = 60,000 psi DEVELOPMENT AND SPLICE LENGTH SCHEDULE SIZE Ld Ldt Lb Lbt Ldh #4 19 (28) 25 (37) 25 (37) 32 (48) 9 #5 24 (36) 31 (46) 31 (46) 40 (60) 12 #6 28 (43) 37 (55) 37 (55) 48 (72) 14 #7 42 (62) 54 (81) 54 (81) 70 (105) 17 #8 47 (71) 62 (92) 62 (92) 80 (120) 19 #9 54 (80) 70 (104) 70 (104) 90 (136) 21 #1 0 60 (90) 78 (117) 78 (117) 102 (153) 24 #11 1 67 (100) 1 87 (130) 1 87 (130) 1 113 (170) 1 27 NOTES: 1. USE THE LENGTHS IN THIS SCHEDULE, UNLESS NOTED OTHERWISE. 141 Lbt 7'_0" Tr) A'_n" STD HOOK UP TO 2'-0" 2. USE LENGTH IN () WHEN BAR COVER IS db OR LESS OR BAR " � TYP WALL STEEL HOOK " CLEAR SPACING IS 2db OR LESS. #3 8 OC W/ IT Q 8 OC 1 11 TT"LL- IJ 180° HOOKS BARS W/ 180° HOOKS BARS W/ 180° HOOKS 2'-0" TO 4'-0" STD HOOK Lbt CORNER BAR J 3. A TOP BAR IS A HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE CAST BELOW IT. 180° HOOKS END BAR Ij J TYPICAL DEVELOPMENT AND SPLICE SCHEDULE TYPICAL WALL DETAIL N TS PLAN \IJ CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER MAY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA m Q �� 4��'�'AL E�� 3/12/2021 PROJECT NUMBER: P3282.7 DRAWN BY: RAJ REVIEWED BY: D n n PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: TYPICAL DETAILS fixry u6 5 2021 CITY OF EDMONDS DEPARTMENT -ER, TYP IDSCAPE P OF WAL' kPE SURFACIN LANDSCAF DRAWINGS THICKNES' FA 3) #5 10" 4) #5 L AND PROVIDE LEAN MIX CONCRETE OR STRUCTURAL FILL AS OUTLINED IN PROJECT GEOlECHNICAL REPORT. * VERIFY DEPTH OF EXCAVATION NOTE: NOTE: WITH GEOTECHNICAL INSPECTOR SEE A/5200 FOR SEE A/S200 FOR TO VERIFY THE EXTENT OF INFORMATION NOT SHOWN. INFORMATION NOT SHOWN. PEAT SCRAMBLE WALL Al SCRAMBLE WALL SCRAMBLE WALL SECTION - CONDITION A A SECTION - CONDITION B B SECTION - CONDITION C c SCALE: 1" = 1'-0" - SCALE: 1" = 1'-0" - SCALE: 1" = 1'-0" - SHEET NOTES: 1. SEE LANDSCAPE DRAWINGS FOR SCRAMBLE WALL LOCATION HORIZONTAL CONTROL. 2. SEE 5/S201 FOR CORNER CONDITION AT SCRAMBLE WALL. 0 m 0 z r OF EDP O A Inc 9� CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKED MACY 1218 31RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 lq3ff 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 21 PROJECT NUMBER: P3282.04 DRAWN BY: RAJ REVIEWED BY: D n ^ PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: TYPICAL DETAILS 2 LmUB 2021 CITY OF EDMONDS DEPARTMENT U 2 BASE PLATE PER 1/5302 � PAVING PER LANDSCAPE � COLUMN PER PLAN DRAWINGS I I VERIFY W/ � LANDSCAPE -------- ---- i � DRAWINGS I I T/SHAFT PER PLAN I I I (2) #4 x U @ 3" OC II II I N ANCHOR BOLTS I I I I (3) ADD'L HOOPS I I I I PER 1 /S302 w P 1 II Ld f1i I II @ 2" OC. AT TOP 3"CLR II II TYP #4 HOOPS AT 6" CONIC SHAFT SPACING MAX FOUNDATION (12) #7 EVENLY SPACED AROUND PERIMETER �i B/SHAFT PER PLAN 2,-6" 0 TYPICAL SHADE STRUCTURE FOUNDATION SCALE: 1 1 /2" = 1'-0" \FT CONIC INFILL ABOVE BASEPLATE JOINT FILLER MATERIAL PLAN SECTION 2 SCALE: 1 1/2" = 1'-0" — SHAFT AND LIGHT POLE LIGHT AND BASE PLATE PER POLE MANUFACTURER F I I I I I 9 1 /2" I 1 9 1 /2" FINISHED GROUND PER LANDSCAPE DRAWINGS cV (3) #4 EW CONIC PEDESTAL PER LANDSCAPE DRAWINGS (3) ADD'L HOOPS 2" OC. AT TOP ANCHOR BOLTS SHALL BE PER POLE MANUFACTURER (6) #6 EQUALLY SPACED #4 HOOPS AT 6" SPACING MAX 1'-6"O TYPICAL LIGHT POLE FOUNDATION SCALE: 1 1 /2" = 1'-0" SCRAMBLE WALL PER LANDSCAPE DRAWINGS AND S200 4------ I I I I WALL FOOTING --- --— — — — — — — — — EXTEND FOOTING TO SUPPORT RETURN WALL 10" I 2" 2 I I i I I I ---- ----------- -- — — — — — — T — — — — — — — — --- FRONT FACE OF WALL CONDITION VARIES PER LANDSCAPE DRAWINGS AND S200 EDGE OF FOOTING I I I I I I I I I 1/2" JOINT I FILLER I I I All I REINF TO MATCH TYP WALL � REINF. PROVIDE DOWELS WITH I WALL FOOTING STANDARD HOOKS INTO FOOTING I AT EACH VERTICAL BAR I I CORNER REINF � PER C/5100 � I I � EDGE OF FOOTING J FRONT FACE OF WALL CONDITION VARIES PER LANDSCAPE DRAWINGS AND 5200 PLAN SECTION AT SCRAMBLE WALL CORNERS scnLe: , - ,.-o" NOTES: 1. THIS DETAIL IS FOR A CONDITION WHERE NO PEAT IS ENCOUNTERED ONLY. CONTACT ENGINEER FOR GUIDANCE IF PEATY SOILS ARE ENCOUNTERED. 2. SEE LANDSCAPE DRAWINGS FOR LIGHT POLE LOCATIONS. 3. FOUNDATION DEIGNED FOR 14'-0" TALL POLE THAT IS 3'-0" O MAX. Al 4. THE FOUNDATION FOR THE SPORTS LIGHTING SHALL BE BIDDER —DESIGNED AND PROVIDED BY THE LIGHTING MANUFACTURER. EL= 82.0' q SHAFT 3 S200 #4x [-] @ 9" OC i 2" CLR TYP (4) #4x CONTINUOUS. PROVIDE 36" EPDXY DOWELS TO MATCH EACH #4 AT EACH END OF GRADE BEAM (EMBED 5" INTO SHAFT). EMBED DOWELS IN SIMPSON SET XP EPDXY. LAP EACH DOWEL WITH LONGITUDINAL REINF. 0 m 0 z r CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER MAY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA m Q �� ,�4AL ��15 3/12/2021 F`/ 21 �.,... PA L PROJECT NUMBER: P3282.7 DRAWN BY: RAJ REVIEWED BY: D n n PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: DETAILS S 2 Q!ubalr� 2021 CITY OF EDMONDS DEPARTMENT U 1 A TYP 2 Tf 30"0 DRILLED SHAFT HSS 8x8x1/2, TYP I B/SHAFT EL = 66.6' (TYP, UNO) I I I I I I I I FOUNDATION TIE I I I I TYP I I I I ran o/acvi I I I I 5201 5302 I I I I III III III II I I T SHAFT EL = 82.1' I I I I I I T SHAfT EL = 82.6' I I B/SHAFT EL = 66.1' I I I I I I B/SHAFT EL = 62.6' 3 ---------------- L j - - - - - - - - - - - I - - - - - I - - - - - - - - - - - - - - - - - - - 2 -E ]-A. y 1 y 1 I 17'-0" I 17'-0" I 17'-0" FOUNDATION PLAN SCALE: 1i4" _ V-a Al RADIUSED HSS 6x4x1/4 (HIGH) ROOF FRAMING PLAN SHEETNOTES.6 1. ALL HSS SHALL HAVE CAP PLATES PER 4/S302, EXCEPT RADIUSED HSS 146 SHALL NOT HAVE CAP PLATES 0 m 0 z r CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKED MACY 1218 31RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 lq3ff 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 3/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: RAJ REVIEWED BY: D n ^ PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: SHADE STRUCTURE STRUCTURAL PLANS S3fixnv u6 LW5 2021 0 4 8 12 SCALE: 1 /4" = 1'-0" \IJ CITY OF EDMONDS DEPARTMENT A RADIUSED HSS PER PLAN. SEE T A B ARCH'L FOR VERTICAL CONTROL AND RADIUS DEFINITION a-------- I I I I III III SECTION A SCALE: 3/8" = 1'-0" 5300 HSS PER PLAN. ROTATE TO FOLLOW ROOF RADIUS I I I III II FINISHED GROUND lily III SECTION B SCALE: 3/8" = 1'-0" S300 n 0 T� V m 0 z r CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKED MACY 1218 31RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 lrpff 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 3/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: RAJ REVIEWED BY: D n ^ PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: SHADE STRUCTURE SECTIONS & DETAILS SHT 1 S 3 Q!UBalr� 2021 CITY OF EDMONDS DEPARTMENT CJP DEMAND CRITICAL WELD 3/4" cc I 90) (4) 1 "0 THREADED F1554 ROD (GR 50) PLAN SECTION � SCALE: 1 1/2" = 1'-0" 5300 PLINTH DSCAPE SHAFT PER 1 /S201 S302 PER PLAN T/STEEL PER ARCH'L STANDING SEAM ROOF PER ARCH'L JL S302 PERPENDICULAR HSS NOT SHOWN CONN PER 2/S303 HSS SECTION TO MATCH COLUMN- PL 1 ", TYP COLUMN PER PLAN HSS LOW HSS BEAM CAP PL 1 1 /2" CAP PL 1 /4", TYP TO HSS6x4 HSS6x4 TO (1/4) 4 COL CAP PL CJP DEMAND Ik_[�_<CRITICAL WELD CJP HSS14x6 T( DEMAND CRITIC RADIUSE[ PLAN & MINI I SECTION 2 SCALE: 1 1/2" = 1'-0" 5300 HSS 60 PER PLAN, TYP 1/4 w 1 2" L5X3X5/16x0'-6" W/ (2) GAP 3/4" 0 BOLTS @ 3" OC IN HORZ SHORT -SLOTTED HOLES TYPIM PI AN gF(:TlnNl -)UA\Lt: I 11 L = I — V 4 S302 NOTE: SEE 4/S302 FOR INFORMATION NOT SHOWN. PLAN SECTION !S300:) SCALE: 1 1 /2" = 1'-0" PL TO CAP PL B 4 SIM PER S302 ARCH'L 1 WELD PER 1/S303 NOTE: SEE 2/S302 FOR INFORMATION NOT SHOWN. SECTION 3 SCALE: 1 1 /2" = 1'-0" 5300 HSS NOTE: SEE 4/S302 FOR INFORMATION NOT SHOWN. PLAN SECTION s SCALE: 1 1/2" = 1'-0" 5300 n 0 T� V m 0 z r CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKED MACY 1218 31RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1<pff 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 3/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: RAJ REVIEWED BY: D n ^ PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: SHADE STRUCTURE SECTIONS & DETAILS SHT 2 S 3 rl"2-. UB V92021 CITY OF EDMONDS DEPARTMENT U PErflrAInIni11 All I AIn-r SH( SECTION rT� SCALE: 1 1/2" = 1'-0" 5300 PERPENDICULAR HSS 1 4 OPP 1 4 OPP NOT SHOWN )EMAND WELDED CONN PER PLAN 1 1 4" CRITICAL PL 1 /4x4xO'-9" (NS & PER 1 /S303 CONN PER 1 /S303 TYP VELD FS) W/ (3) 3/4" BOLTS I HSS PER PLAN, 1 /4X31-'zzHSS PER PLAN, 3"OC 1 2" TYP TYP GAP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o 0 � I ' 0 0 I I I CAP PL PER 2/S302 I I PL 1/4x3 0 I I I 0 1" END =R PLAN, II II OR 3/S302 ANGLE PER 4/S302 o l l I l 0 NS & FS W/ (2) RETURNS, 1 /4 3 0 II II 0 3/4"0 WELDED HEADED TYP STUDS @ 3 OC — — — — — — -- ---- --- — 1/4 TYP L4x4x5/16x0'-3" — — CAP PL PER 1 2" I I HSS PER 4/S302, TYP GAP I PLAN, TYP COLUMN PER PLAN SECTION 2 SCALE: 1 1/2" = 1'-0" lsSlv SECTION 3 SCALE: 1 1/2" = 1'-0" 5300 SECTION 4 SCALE: 1 1/2" = 1'-0" 5300 COLUMN PER PLAN n 0 T� V m 0 z r CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKED MACY 1218 31RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 lq3ff 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 3/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: RAJ REVIEWED BY: D n ^ PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: SHADE STRUCTURE SECTIONS & DETAILS SHT 3 S 3 Rtiq; UB 5 2021 CITY OF EDMONDS DEPARTMENT U 01 if -A!„ R,-n" R„ PUMP PIT PLAN A SCALE' I' = 1-0 M SOG PER RESTROOM BUILDING SUPPLIER WALL PER RESTROOM BUILDING SUPPLIER ��v__T_ WALL CONN PER RESTROOM BUILDING SOPPIER EL a FOOTING DI PER CIVIL - EL VLV ILVI IIVIVf1L 1\LI VI\ I TYPICAL SECTION AT PUMP PIT SCALE: 1" = 1'-0" NOTES: 1. PIPE SLEEVES SHALL HAVE AN INSIDE DIAMETER 2" LARGER THAN PIPE OD. CENTER PIPE IN SLEEVE. 2. PROVIDE CORNER BARS AT ALL HORIZONTAL WALL REINFORCEMENT. 3. WALL LOADS SHALL NOT RESULT IN SOIL BEARING STRESS GREATER THAN 1,800 PLF OF WALL LENGTH (2000 PSF MAX SOIL PRESSURE INCLUDING CONIC PIT WALL). SLAB -ON -GRADE PER RESTROOM BUILDING SUPPLIER #5@9"OC #5@9"OC, TYP n 0 T� V m CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKED MACY 1218 31RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 lrpff 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA 3/12/2021 PROJECT NUMBER: P3282.04 DRAWN BY: RAJ REVIEWED BY: D n ^ PHASE: PERMIT SET ISSUE DATE: 03/12/2021 REVISIONS: PUMP PIT DETAILS N 0 Z 0 1 2 3 SCALE: 1 " = 1'-0" UB S3Q#ar52021 CITY OF EDMONDS DEPARTMENT �RIIUDtL�IIU 4619 14TH AVE SW SEATTLE, WA 98106 P 206 932 6414 F-M6. 932.6840 W W W.GRINDLINE.COM CITY OF EDMONDS 700 MAIN STREET �~_��- — -- EDMONDS, WA 98020 -1 I i— / l ` ,' 1 ` ✓ - �' 1: —s -tom- 425-771-0320 --4-�_, WALKER M ACY _111111111111111\ \ � —- _ � 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 Aj 206-582-3874 ?011 - - ._ ,'r •, .-� ?.�. \`,). _ - - Jar '` ` \. ''♦ \-'• 1<pff j� 1601 5th Avenue, Suite 1600 a Seattle, WA 98101 -_ 206.622.5822 www.kpff.com 71, CIVIC CENTER PLAYFIELD EDMONDS, WA c z 2 20 rp S ,> FX P . 0112 Cq PE ARG KEY PLAN Q 1 — o D PROJECT NUMBER: P282.04 L L - DRAWN BY: BAJ REVIEWED BY: MBF \\\ PHASE. BID SET ISSUE DATE: 03/12/2021 r' REVISIONS: RENDERINGS FOR REFERENCE ONLY- NOT FOR CONSTRUCTION SKATEPARK RENDERINGS s P R UB Mir 2021 CITY OF EDMONDS DEPARTMENT CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 lqff 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA OF W ASH p, N A. C 0 �tiC � V �o o` v t(/ EX P PE AR KEY PLAN PROJECT NUMBER: P32 82 .0 4 DRAWN BY: DA I REVIEWED BY: M B C PHASE. BID SET ISSUE DATE: 03/12/2021 REVISIONS: SITE PLAN R UB P 1M5r 2 2021 CITY OF EDMONDS DEPARTMENT CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 14Tff 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA KEY PLAN PROJECT NUMBER: P3282.04 DRAWN BY: BAJ I REVIEWED BY: MB^ PHASE: BID SET ISSUE DATE: 03/12/2021 REVISIONS: CONCRETE MATERIALS PLAN s P 1�52IIJB 2021 CITY OF EDMONDS DEPARTMENT 0 ��w I I I I I I I I I I I I I I I I I ® I I I II II II I I I 0 I I J X 0 u m , , I I I LEGEND , RAIL POST GKMAT THE TOP R IL UNLESS NOTED OTHERWISE 1 IN THE SEC S - EE SP2.1 FO MORE INFORMATION - TYPICAL i SP3.1 6" STEEL C-CHANNEL COPING - CANTILEVER g 2" ROUND STEEL COPING SP3.1 > > 8" FLAT STEEL BAR - BRAKE BEND SP3.2 STEEL RAILS - SEE SECTIONS - SP2.1 o - -- N 0 2 5 10 20 SCALE: 1 " = 10'-0" CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1Tff 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA PROJECT NUMBER: P3282.04 DRAWN BY: U DA J REVIEWED BY: M B C r PHASE BID SET ISSUE DATE: 03/12/2021 REVISIONS: COPING MATERIALS PLAN s P 1 �3U B ar2021 CITY OF EDMONDS DEPARTMENT ��w I I I I I I I I I I I I I I I I I I II II II I I I I I J 0 0 r m , TI:7 ro / / / 0 , I0 � LEGEND """""' SAW CUT JOINT SP3.1 - - - 5 CONSTRUCTION JOINT SP3.1 8 SP3STEEL COPING BOND BEAM .1 NOTE: SAW CUT PATTERN IS SHOWN TO PROVIDE DIRECTION. CONTRACTOR TO CUT SLAB AS NEEDED TO,PREA/-E-IZCRAC1CNG. SAW CUTS MUST BE MADE BEFORE ANY SIGNS OF THERMAL CRACKING. THERMAL CRACKING AS A RESULT OF INSUFFICANT CRACK CONTROL MAY RESULT IN UNSKATABLE SURFACES. N 0 2 5 10 20 SCALE: 1 " = 10'-0" CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1Tff 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA KEY PLAN -w PROJECT NUMBER: P3282.04 DRAWN BY: BAJ REVIEWED BY: MBF PHASE BID SET ISSUE DATE: 03/12/2021 REVISIONS: CONCRETE JOINTS PLAN SP1�t4r22021 UB CITY OF EDMONDS DEPARTMENT I I I I I I I I I 5'- 0111 / I I I 4 I I I I I I I II II II O I I I , 0 , O / 0 / 1 '-711 4'-6" / 8' 4 0 3'-8" T-10" 3'-6" 7' 9" 6'-14 - \ \ 9'-91, 8'-0„ 8'-0" 9'-5" R40,_ „ 21 _9„ 6 1-5„ , R35-0" nl 6-0" 25'- " n15'-11" 2' 10" R 16'-3" 0 9'-5" -10 11 5-07 -6 17'-0" 14'-8" 0 12'-6" 2'- 10" 2'-6" 41 0" 12'-0" 3'-6" 31'-11" MEG 2414' 12'-0" R 1 13'-6" \ n14'-6" R6' R 113'-6" / / 3'-2" 17-0', 20'-0" l o'-o" 101-01, / 22'-0" R6'-4" R 113'-6" 12'-5" 12'-0" 1 '-6" n47'-0" 7'-10" 5'-1 1" • "00 15_ / 0'-6" 1_711 , / 3'-0" / o ,O _011 / LEGEND A D/"" I Ek 1/-%TLI 0- -0- N 0 2 5 10 20 SCALE: 1 " = 10'-0" CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA OF W ASH �pNA.00 0 gad bl� o � � Z � V 'oS �8l> Cq PE ARG r . \ Sir.] I � 'E fiM I PROJECT NUMBER: P3282.04 DRAWN BY: U DA J VIEWED BYRE: M B C r PHASE BID SET ISSUE DATE: 03/12/2021 REVISIONS: DIMENSIONS PLAN �5�r52021 UB CITY OF EDMONDS DEPARTMENT Line Table Line (#) Length (FT) L 1 36.43 L2 16.35 L3 23.56 L4 20.00 L5 8.86 L6 24.36 L7 4.52 L8 41.00 L9 4.81 L 10 13.05 L 11 8.00 L 12 8.00 L 13 4.52 L 14 12.00 L15 3.64 L 16 20.51 L 17 3.00 L18 3.13 L 19 20.00 L20 20.00 L21 3.00 L22 3.13 Line Table Line (#) Length (FT) L23 1.50 L24 8.00 L25 8.00 L26 1.50 L27 3.50 L28 16.00 L29 3.50 L30 16.00 L31 1.50 L32 8.00 L33 8.00 L34 1.50 L35 1.94 L36 6.99 L37 4.00 L38 10.94 L39 13.95 L40 6.54 L41 12.00 L42 14.69 L43 2.50 L44 9.42 Line Table Line (#) Length (FT) L45 8.00 L46 8.00 L47 20.83 L48 5.00 L49 2.81 L50 5.00 L51 2.00 L52 17.00 L53 2.50 L54 12.00 L55 11.00 L56 12.00 L57 4.00 L58 3.67 L59 7.00 L60 3.00 L61 3.00 L62 11.75 L63 6.00 L64 6.00 L65 3.50 L66 3.42 L7 L%J V LEGEND Cl �4 3 ARC LENGTH: RADIUS: 0 Curve Table Curve # Arc Length (FT) Radius (FT) CI 5.58 4.67 C2 85.93 115.00 C3 39.10 40.00 C4 4.78 4.00 C5 9.06 40.00 C6 10.36 40.00 C7 2.79 3.20 C8 15.89 16.25 C9 16.00 35.00 CIO 47.00 113.50 C 11 14.50 113.50 CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 14Tff 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA O F W AS, ,PNA.CO �a�l o � V Cq P E PA KEY PLAN PROJECT NUMBER: P3282.04 DRAWN BY: BAJ I REVIEWED BY: M BF PHASE: BID SET ISSUE DATE: 03/12/2021 REVISIONS: LINES & CURVES PLAN N 0 2 5 10 20 SCALE: 1 " = 10'-0" SP RUB 15fro2021 CITY OF EDMONDS DEPARTMENT t• SQ23 v Se23 _ G SP2.1 / V O Ij SP2.2 O / sP2.2 O ® -- ® S O R SP2.2 ~ i A SECTION LOCATION SP2.1 - - - - #3 BARS @ 12" o.c. EACH WAY 6 X 8.2# STEEL 7 CHANNEL SP3.1 0'-6" 7_0„ _ 3'-9" "F S P2.1 R 7'-0" CONSTRUCTION 5 JOINT SP3.1 SECTION F SCALE: 1 " = 3' 7'-0" 0'-6" 11-51 = 3'-0" 01 5'-1 " 120 R 7'-0" / 6 X 8.2# STEEL 7 CHANNEL SP3. CONSTRUCTION 5 DINT SP3 1 J 1 '-2" 2'_6" 8'-6" 0'-6" -� VARIESCONSTRUCTION 5 2.0" ID SCH 40 8 BLACK STEEL PIPE SP3.1 0'-6" 2'-0" CONSTRUCTION K5 6-6" 3'-2" JOINT SP3. 01 2,-0„ 4,_5�, - - ° VARIES II III JOINT SP3.1 A SECTION A B SP2.1 SCALE: 1 " = 3'�SF112.1 *10 8'-6" 0'_6" 2.0" ID SCH 40 8 BLACK STEEL PIPE SP3.1 *10 2'-2" 5'- 1 0" 3'-6" 0'-6" 0'-8" *10 3'-6" 2'-0" 2'-0" R4,_0„ 2,_3„ VARIES 2I_0„ ! °I i TR�IO�,ITI IIJOINT CTION K-5 CONSTRUCTION 5 JOI SECTION C � � SECTION D $P2.1 SCALE: 1 " = 3' 'H SP2.1 S P2.1 SCALE: 1 " = 3' TYPICAL CURB 12 (NO SCUPPER) SP3. 13'-8" 0'-6" 0'-6" 3'-2" 3'-2" 3'-2" 3-2" i III � - I I R I� i CONSTRUCTION (II\II SECTION H SCALE: I" = 3' "E SP2.1 CONSTRUCTION 5 JOINT SPl, CONSTRUCTION r JOINT SP3. SECTION B SCALE: 1" = 3' 10 2.0" ID SCH 40 9 2.0" ID SCH 40 SP3.2 BLACK STEEL PIPE SP3.2 BLACK STEEL PIPE 4'-3" 4'-3" 4'-3" 4'-3" R7'-0" SECTION E SCALE: 1 " = 3' 2.0" ID SCH 40 8 BLACK STEEL PIPE SP3.1 0'-6" 3'-2" 3'-2" 3'-2" 5-0" SP2.1 R5-0" R 7'-0" R 7'-0" ° R 7'-0" CONSTRUCTION 5 JOINT SP3.1 SECTION I SCALE: 1 " = 3' 3'-0" R 7'-0" 0'-6" 3'-2" TYPICAL CURB 1 2 & SCUPPER SP3. R 7'-0" 3'-6" 1 '-6" CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 1q:yff 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA KEY PLAN PROJECT NUMBER: P3282.04 DRAWN BY: BAJ REVIEWED BY: M BF PHASE: BID SET ISSUE DATE: 03/12/2021 REVISIONS: SECTIONS & KEY UB SP2!54r22021 CITY OF EDMONDS DEPARTMENT �J SP2.2 T --j SP2.2 o� �7 k t• a C A SECTION LOCATION SP2.1 - - - - #3 BARS @ 12" o.c. EACH WAY 0'-7" 2.0" ID SCH 40 $ BLACK STEEL PIPE SP3.1 7-0" R5'-0" 1 1_0„ as CONSTRUCTION 5 JOINT ,S 'P3 P SECTION P S P2.2 SCALE: I" = 3' Q SP2. 10 2.0" ID SCH 40 9 2.0" ID SCH 40 SP3.2 BLACK STEEL PIPE SP3.2 BLACK STEEL PIPE 12'-0" 6-0" 6'-0" SECTION J S P2.2 SCALE: 1" = 3' CONSTRUCTION 5 JOINT SP3. " M SP2. 2.0" ID SCH 40 �9� 2.0" ID SCH 40 S�3. BLACK STEEL PIPE S�3� BLACK STEEL PIPE 8' 6" 1' - , 6-4" R7'-0" CONSTRUCTION 5 JOINT SP3.1 SECTION Q SCALE: I" = 3' a 5'-5" 3,-1 _ aa� �a .a -I R7,_0„ I II CONSTRUCTION 5 JOINT SP3.1 SECTION M SCALE: 1" = 3' 3'-4" CONSTRUCTION 5 JOINT SP3.1 91-0" 1 '-6" 1 '-6" 1 '-0" 0'-6" 8" FLAT STEEL BAR 1 1 CONSTRUCTION 5 BRAKE BEND SP3.2 5'-9" 2'-9" JOINT SP3 'K SP2. 1'-6"e VARIES CONSTRUCTION 5 JOINT SP3. SECTION K SCALE: I" = 3' 2.0" ID SCH 40 8 BLACK STEEL PIPE SP3.1 0'-6" 1,00, F 1 '-6" 2.0" ID SCH 40 8 CONSTRUCTION 5 BLACK STEEL PIPE SP3.1 1* JOINT SP3.1 5'-0" ol 0'-6" CONSTRUCTION 5 JOINT SP3.1 4'-7" 'L SP2. RI' 0"" SECTION L SCALE: I" = 3' �OA SP2. SECTION N SCALE: 1" = 3' �o SP2. SECTION O SCALE: 1" = 3' -0" 3' VARIES 6 X 8.2# STEEL 7 6 X 8.2# STEEL 7 CHANNEL SP3.1 CHANNEL SP3.1 00, *10 8,_6„ 0'-6" 1,_01, 8'-0" 6-10" 0'-6" F 1'-8" 1 '-0" 1'-10" *10 6-4" 100 41-811 -011 RT- CONSTRUCTION l lJOINT �3 �-1 JOINT pCONSTRUCTION 5 � � CONSTRUCTION R � S P2. SCALE: 1 " = 3' 2*% - -CONSTRUCTION JOINT ,'sr=.y CONSTRUCTION JOINT J \ SECTION S "`I,,IS P2.2J SCALE: I" = 3' 1 '-2" Oi_ 1 n 1 '-5" CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 kpff 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA OF W ASH p, N A. C 0 0 � Z r � -D� KEY PLAN PROJECT NUMBER: P3282.04 DRAWN BY: BAJ REVIEWED BY: M BF PHASE: BID SET ISSUE DATE: 03/12/2021 REVISIONS: SECTIONS & KEY SP UB 2!522021 CITY OF EDMONDS DEPARTMENT - -.APPP- t• i 10 1 / SQ23 23 G v 0 SP2.2 0 i SP2.2 0 ® -- ® S O R SP2.2 ~ i N A SECTION LOCATION SP2.1 — — — — #3 BARS @ 12" o.c. EACH WAY 6 X 8.2# STEEL / 7 "CHANNEL SP3.1 6-0" 10'-01, 4,_8„ 0,_8„ as R T 0" �� lii iil III- �� III- CONSTRUCTION 5 JOINT SP3.1 CONSTRUCTION 5 JOINT SP; T SECTION T S P2.3 SCALE: I" = 3' " V IN SP2.3 SECTION V SCALE: I" = 3' 6 X 8.2# STEEL 7 CHANNEL SP; 0'-6" - 3'-0" O1-811 1 '-6„ ,W, SP2.3 • SECTION U SCALE: 1 " = 3' SECTION W SCALE: 1 " = 3' 6 X 8.2# STEEL CONSTRUCTION ( 5 JOINT SP3. 1 '-6" 1 I_01, CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I LACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 14Tff 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA KEY PLAN PROJECT NUMBER: P3282.04 DRAWN BY: BAJ REVIEWED BY: M BF PHASE: BID SET ISSUE DATE: 03/12/2021 REVISIONS: SECTIONS & KEY P�hQUB 1Ar 2021 CITY OF EDMONDS DEPARTMENT NOTE TYP. SEE GEOTECH REPORT DATED 10/19/17 SECTION 4.3.3 CONCRETE SLABS ON GRADE FOR SUBGRADE RECOMMENDATIONS. a �__', -d O O a O II Ill III 1II Ill III III III�IhIIJ III III III III III III HAND TROWELED SMOOTH FINISH 5" THICK CONCRETE SLAB, SEE SPECIFICATIONS FOR FURTHER INFORMATION #3 BARS @ 12'' O.C. BOTH WAYS, CENTER BARS IN SLAB UNLESS NOTED OTHERWISE 5" TYP. GRADED AGGREGATE BASE COMPACTED SUB GRADE HAND TROWELED SMOOTH FINISH 6" THICK SHOTCRETE SLAB, SEE SPECIFICATIONS FOR FURTHER INFORMATION #3 BARS @ 12" O.C. BOTH WAYS, CENTER BARS IN SLAB UNLESS NOTED OTHERWISE GRADED AGGREGATE BASE a -- -- ° --° 6" TYP. a 4 TYP. III ,� II III �� III III III 11 COMPACTED SUB GRADE HAND TROWELED SMOOTH FINISH 5" THICK CONCRETE SLAB, SEE SPECIFICATIONS FOR FURTHER INFORMATION #3 BARS @ 12" O.C. BOTH WAYS, CENTER BARS IN SLAB UNLESS NOTED OTHERWISE GRADED AGGREGATE BASE o � ° ° _ o _ a 4 II III III III III III III III III III II II I III COMPACTED SUB GRADE 3/8" RADIUS TOOLED EDGE CONCRETE SURFACING 2 SHOTCRETE SURFACING 3 CONCRETE EDGE S P3.1 NTS 4SP3.1 NTS S P3.1 7 C6 X 8.2 STEEL NTS SP3.1 CHANNEL VARIES WELD #3 CROSS BRACES #4 X 18" SMOOTH @ 18'' O.C. BOTH WAYS 1 WIDE SAW -CUT DOWEL @24'' O.C. a — to 0'-3" 0'-3" CENTER BARS a IN SLAB, TYP. VARIES ° aI I 4" TYP. #3 BARS @ 18" O.C. MIN. 4, MAX 3 OF .40 SEE SECTION I I BOTH WAYS SLAB THICKNESS — — o o — O _ 5'' TYP. ll�i�� i ��1 a °— — — — — — — — — — — a 0 0 0 0 0 0 0 0 0 0 0 0 0 ° ,--- � ° a c o 4" TYP. TYP. ° V x nn a�o0 a non n n nnn III III �I III III III III III III III— III III III III I - CONSTRUCTION JOINT —I III III III- 4 SAW -CUT JOINT 5 CONSTRUCTION JOINT 6 REINFORCED CONCRETE LEDGE - CANTILEVER EDGE SP3.17 NTS �SP3.1) NTS �SP3.1) NTS TYPICAL NOTES: PRIME STEEL WITH WITH RUST-OLEUM INTERIOR/EXTERIOR FLAT PRIMER OR EQUAL BEFORE INSTALLATION. PAINT EXPOSED STEEL WITH RUST-OLEUM ACRYLIC INTERIOR/EXTERIOR BLACK GLOSS ENAMEL OR EQUAL AFTER INSTALLATION. 7 S P3.1 a III � a a III �° a III 1" 0 CONSTRUCTION JOINT INSTALL FLUSH W/ CONCRETE, GRIND CONCRETE FLUSH IF REQUIRED C6 X 8.2 STEEL CHANNEL, TYP. 3/ 16" �6 T3. 1) #3 BARS @ 18'' O.C. BOTH WAYS, TYP. STEEL GRIND EDGE CANTILEVER STEEL CHANNEL NTS NOTE: PRIME STEEL WITH WITH RUST-OLEUM INTERIOR/ EXTERIOR FLAT PRIMER OR EQUAL BEFORE INSTALLATION. PAINT EXPOSED STEEL WITH RUST-OLEUM ACRYLIC INTERIOR/EXTERIOR BLACK GLOSS ENAMEL OR EQUAL AFTER INSTALLATION. 8 S P3.1 2" X 6" ANCHOR BOLT OR NELSON STUD @36" O.C. MIN. #4 X 18'' SMOOTH DOWEL @24" O.C. CONSTRUCTION JOINT 8" BULLNOSE CONTINUOUS TOOLED EDGE WELD 2" X 6" ANCHOR BOLT OR NELSON STUD @36" O.C. MIN. 2.0'' OR 2.5" ID SCH. 40 1'-0" STANDARD BLACK STEEL oO� SEAM WELDED PIPE COPING D zn 8" BULLNOSE CONTINUOUS TOOLED EDGE /411 6" LENGTH MIN. 1 1-011 a __1 0 STEEL COPING AND BOND BEAM NTS CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 lrpff 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA KEY PLAN PROJECT NUMBER: P3282.04 DRAWN BY: BAJ REVIEWED BY: MBF PHASE BID SET ISSUE DATE: 03/12/2021 REVISIONS: DETAILS u6 Ir 2 2021 CITY OF EDMONDS DEPARTMENT SEE SECTIONS FOR MATERIAL MITER STEEL AT ALL EDGES AND GRIND SMOOTH CONTINUOUS WELDS AT MITERED EDGES SEE SECTIONS FOR MATERIAL, PAINT STEEL PRIOR TO CONCRETE POUR #4 x 2" STEEL ANCHOR BOTH SIDES @ EACH POST UNDISTURBED NATIVE SOIL 9 S P3.2 CONCRETE SURFACINI SECTION VIEW: ELEVATION VIEW: 12 S P3.2 a VARIES ji 121100, VARIES, SEE SECTIONS 5" 1'-0" MIN. 6" 3" CLEAR MIN. HANDRAIL FOOTING - END POST V SCUPPER @3' O.C. 1"SCUPPER @3' O.C. NTS R 1.5" TYP. SEE SECTIONS FOR MATERIAL WELD END PIECE TO PERPENDICULAR STEEL TUBING, GRIND SMOOTH SEE SECTIONS FOR MATERIAL, PAINT STEEL PRIOR TO CONCRETE POUR #4 x 2'' STEEL ANCHOR BOTH SIDES @ EACH POST a a VARIES VARIES, SEE SECTIONS 51 1 a '�- 1'-0" MIN. {6 UNDISTURBED NATIVE SOIL _ 3" CLEAR MIN. 10 S P3. 12" HANDRAIL FOOTING -CENTER POST 3/8 " R A f,ll IC Trlrll C11 Cf1C ot 400 0'-5'' TYP. c 6" r l" i 0'-3" M I N 0 --------a---------- ---------------a— a a TYPICAL CURB AND SCUPPER NTS 13 SP3.2 NTS TURNED DOWN EDGE NTS 11 SP30 VARIES, SEE SP 1.2 =S, 11N. A I(`T A I I r-I USH W/ CONCRETE, DNCRETE IF NECESSARY STEEL BAR, BRAKE BEND -I ANGLE OF LEDGE REBAR TO STEEL 36" O.C. ?18" O.C. EACH WAY FLAT STEEL BAR GRIND EDGE - BRAKE BEND NTS CITY OF EDMONDS 700 MAIN STREET EDMONDS, WA 98020 425-771-0320 WALKER I MACY 1218 3RD AVENUE, SUITE 1310 SEATTLE, WA 98101 206-582-3874 ff 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CIVIC CENTER PLAYFIELD EDMONDS, WA OF W ASH � p, N A Co �tiC ?w c) S FXP.011 �� Cq PE ARG KEY PLAN JI PROJECT NUMBER: P3282.0 4 DRAWN BY: BAJ REVIEWED BY: MBF PHASE. BID SET ISSUE DATE: 03/12/2021 REVISIONS: DETAILS s P:3 UB a 2021 CITY OF EDMONDS DEPARTMENT