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FOR REFERENCE RESUB1 BLD2022-1323+Civil_Plan+1.26.2023_12.26.59_AM+3334575SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. V) CD owe CD o o _ t,- CO co O W N oco ,I- z QJ DO 5 FT TEMPORARY ' CONSTRUCTION I EASEMENT FOR WALL y CONSTRUCTION AFN: PENDING 2 co Z (� (D 0 o J Cn o 06 T L0zce) o ::) N o w co Z J N QCO c) N�� o W ozcf) z �a� oC) N 06Go Z -) N Qw o zCD � w (D>cl) o5 w 2 co Y Lj A p 06 N 0 co z m Q 00 HOUSING HOPE - LC FIELD APARTMENTS � t0o FOR CONSTRUCTION DRAWINGS SLOPE EASEMENT AFN: PENDING IAFN: PENDING I \ I I�- APN:00576700002700 ET AL PARK EDMONDS APT LLC 8123 236TH ST SW 0 0 U) I co I 0 I co a co � I o / I 0 I 0 co I o co I 0 BENCHMARKS: TBM #1: PK NAIL SET @ NW CORNER OF NORTH PARKING LOT FOR CHURCH ON PARCEL NO. 0057670002508, 62' EAST OF SE CORNER OF RAISED BED PLANTERS AREA, ELEV=459.33' TBM #2: NORTH RIM OF SEWER MANHOLE, 20' WEST OF CENTERLINE OF GRAVEL DRIVEWAY ENTRANCE TO SITE ELEV=458.29' SHEET INDEX 0 20 40 Feet BASIS OF BEARING: SOUTH LINE OF NE QUARTER OF SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST BEARS NORTH 55°55'50" WEST PER CITY OF EDMONDS LOT LINE ADJUSTMENT PLN2018-0027 - AFN: 201809215002 SHEET NO. SHEET DESCRIPTION C1.0 COVER SHEET a C1.1 DEMOLITION & SWPP PLAN C1.2 SWPP NOTES & DETAILS C2.0 STORM DRAINAGE PLAN a_ C2.1 STORM NOTES & DETAILS C2.2 STORM PROFILES & DETAILS D- C2.3 BIOFILTER DETAILS C2.4 ROOF & FOOTING DRAIN COLLECTOR PLAN C3.0 GRADING & PAVING PLAN o C3.1 FRONTAGE PLAN C3.2 PARKING LAYOUT PLAN C4.0 CITY OF EDMONDS STANDARD DETAILS D- C4.1 CITY OF EDMONDS STANDARD DETAILS o W1.0 SEWER & WATER COVER W1.1 SEWER PLAN & PROFILE W1.2 WATER PLAN W1.3 WATER PROFILES W1.4 OLYMPIC VIEW STANDARD DETAILS W1.5 OLYMPIC VIEW STANDARD DETAILS W1.6 OLYMPIC VIEW STANDARD DETAILS IMPERVIOUS SURFACE AREA CALCULATIONS NEW IMPERVIOUS: 55,500 SF PAVING: 23,400 SF SPORT COURT: 2,400SF CONCRETE WALK/COURTYARD: 11,700 SF BUILDINGS: 16,150 SF CITY R.O.W. 1,850 SF REPLACED IMPERVIOUS: 0 SFS NEW PLUS REPLACED: 55,500 SF TOTAL DISTURBED AREA: 65,350 SF SITE INFORMATION VERTICAL DATUM NAVD 88 GEOID 12 ESTABLISHED BY GPS OWNER/APPLICANT BRYCE LEVIN HOUSING HOPE 5830 EVERGREEN WAY EVERETT, WA 98203 (425) 322-3723 brycelevin@housinghope.org ARCHITECT DESIGNS NORTHWEST ARCHITECTS 10031 SR 532, SUITE B STANWOOD, WA 98292 (360) 629-3441 CIVIL ENGINEER DAVID HARMSEN, PE HARMSEN, LLC 125 EAST MAIN STREET, SUITE 104 P.O. BOX 516 MONROE, WA 98272 (360) 794-7811 davidh@harmsenllc.com LAND SUVEYOR RICHARD CARPENTER HARMSEN, LLC 125 EAST MAIN STREET, SUITE 104 MONROE, WA 98272 (360) 794-7811 rinkc@harmsenllc.com TAX PARCEL 00576700002614 SITE ADDRESS 8215 236TH ST SW EDMONDS, WA PROPERTY SIZE (TOTAL) 1.35 AC SEWER DISTRICT OLYMPIC VIEW WATER & SEWER DISTRICT WATER DISTRICT OLYMPIC VIEW WATER & SEWER DISTRICT CONSTRUCTION SEQUENCE NOTES 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220, EXT. 1326. TWO 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 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. COMPOST AMEND AND 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. 10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. 12. INSTALL INFILTRATION TRENCH. EXCAVATION OF INFILTRATION AREAS SHALL NOT BE ALLOWED DURING WET OR SATURATED CONDITIONS. THE BMP SHALL NOT BE MADE OPERATIONAL UNTIL ALL EROSION -CAUSING PROJECT IMPROVEMENTS ARE COMPLETED AND ALL EXPOSED GROUND SURFACES ARE STABILIZED. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: im CITY ENGINEERING DIVISION REVISIONS co co r O M LO 0 W O , , � M V7 O � O W CM 00 Z W O m O o > o m Z Q W cj) LL Uj _O w A- F- N F- LU w cc N F- r- cn N 00 Z o QW`a C T G LID �XLL NOO Y 1 W m CC Z 04O N ra EN TO `may �. w P 0 E 'es 0 w J�ccnnQ H w Z LU W w = p cn O � m 0 LU = a L0 p O Z Q � W U O DATE: 1 /25/23 JOB #: 21-208 Know what's below. Call before you dig. Ci ■ 0 P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C1.0 DEMO SWPPP.DWG 1/25/2023 UNPUBLISHED WORK COPYRIGHT © 2023 BY HARMSEN &ASSOCIATES INC. DESIGN GRADING CATCH LINE I� L0 o W F_ o = O ,0 � U) It O w N o0� z Q J 00 rl- O=3: N Z U1 CD O J cl) CDs_ L0zc) O Z) N o w (9 z J � Qo00 CLEARING LIMITS, TYPICAL PER BMP C101 & C103 c'> N C/) U] Owl p Z Cn o < CD U CD o N 06 00 z N a_ `0 O o z� w CD w= O J � Y � CD co O c0 z tY O M Q °0 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. APN:00576700002700 ET AL PARK EDMONDS APT LLC FILTER FABRIC FENCE PER 8123 236TH ST SW 12" SDR 35 PER CITY OF EDMONDS DETAIL SILT FENCE DIVIDER POND RISER ER-900 (BMP C233) Q PER DETAIL �Q PER DETAIL � STORM PLAN 63 301.64' \ - - 1 -- -- -�- ___ _il�_ __ _��-__ J TEMPORARY CULVERT IN I- I \ FOR ACCESS, TYP 1 - - TEMPORARY SEDIMENT TP-3 SWALE POND PER BMP'C241 DISCHARGE PER STORM PLAN t Y 1(IS r = i a c� lu ---------------------------------°......... __--__--__--__--______---- to I I TP-2 / NEW BUILDING \JLU _- NEW BUILDING W \ FFE 460.00 TEMPORARY _ -_ _- -- -- - - - J FFE 460.00 / I LU \ INTERCEPTOR SWALE F- V PER BMP C200 / , U) n � to I C1.2 i I - I TP-6 I APN:0057670 00261 _ P 1 EDMONDS LUTHER NCH RCM 2 NTE CE TOR SWALE I\ w l,---------,-----------•--, R B P C200 y - -Lo - i LID \6s .i i i i' / ¢ `' NEW BUILDING I I / FFE 460.00 ' I ' NEW BUILDING / I FFE 460.00 TEMPORARY CONSTRUCTION ENTRANCE PER BMP C105 & CITY / I I TEMPORARY STOCKPILE ¢ OF EDMONDS DETAIL ER-901 \ LOCATION.COVER PER / r BMP C123 TP-4 �1 / I� I ; PROTECT EXISTING SEWER DURING CONSTRUCTION ASEMENT AFN 20190610 51 I \ / TP-5 AF 20�909 I \ ♦ ♦ ii ♦ N ♦ i ♦ ii ♦ ii ♦ ii ♦ b ♦ o I ii � ii // � b � o o I JOB SHACK „ I- see�11111410 Alto 2ro nM - 232.9 ---- °----- _ ---- I- III I Ss s ss ss - - s - 4 sv ass ss - - - ss -4- Ss- - - ss s 1 I .M= 82 4�0.1 _ _ c. SMH RII CONTRACTOR OPERATIONS O _ 8"PVCN,S & W IEt453.57 _ -- PAD, SURFACE WITH BASE N 00'22'08" E- - - - - - - - - - - - - 1 991 5 CB RIM=459.51 S IE=455COARSE GRAVEL PER BMP C107 F f I Lam,----------- M SID /�--- PLANTER i i CB RIM=458.53 PLANTER C 18" CMP N IE=455.38 I / N 00°22'08" E 301.58' TEMPORARY INLET 6" PVC (VERT) IE=456.58 PROTECTION PER CITY OF I I ED DETAIL ER-902 c FILTER FABRIC FENCE PER cn I CITY OF EDMONDS DETAIL TEMPORARY INLET / I ¢ PROTECTION PER CITY OF EDMONDS DETAIL ER-902 3: CULVERT 6" PVC N W I E=455.01 H U) I(0 9 I LEGEND I I I ER-900 (BMP C233) I /I REMOVE CONCRETE WALK AND PORTABLE OFFICE � 9 r - - - rO i U) 0 I I TBI 1 #2II EL V:458.29( POWER POLE TO BE RELOCATED BY OTHERS UNDER SEPARATE PERMIT EXISTING POWER POLE TO BE RELOCATED CHAINLINK SECURITY FENCING PER CONTRACTOR. PROVIDE GATE AT ENTRANCE CB RIM=458.21 12"CONC. E & W IE=450.33 a TEMPORARY INLET PROTECTION PER CITY OF EDMONDS DETAIL ER-902 o SSMH RIM=458.27 8"PVC E & W IE=450.33 E OUTLET PLUGGED o / I CHAINLINK SECURITY FENCING PER CONTRACTOR. PROVIDE GATE AT ENTRANCE � / I TEMPORARY INLET PROTECTION PER CITY OF EDMONDS DETAIL ER-902 CB RIM=457.91 12"CONC E & W IE=451.86 SSMH RIM=457.72 8"PVC N,E & W IE=448.70 EXISTING POWER POLE TO BE RELOCATED I U) POWER POLE TO BE RELOCATED BY OTHERS UNDER SEPARATE PERMIT CHAINLINK SECURITY FENCING w AT PERIMETER OF SITE PER 00 / CONTRACTOR. O V) �✓ < o m �o > N � BENCHMARKS: TBM #1: PK NAIL SET @ NW CORNER OF NORTH PARKING LOT FOR CHURCH ON PARCEL NO. 0057670002508, 62' EAST OF SE CORNER OF RAISED BED PLANTERS AREA, ELEV=459.33' TBM #2: NORTH RIM OF SEWER MANHOLE, 20' WEST OF CENTERLINE OF GRAVEL DRIVEWAY ENTRANCE TO SITE ELEV=458.29' STABILIZATION NOTES 0 20 40 Feet BASIS OF BEARING: SOUTH LINE OF NE QUARTER OF SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST BEARS NORTH 55'55'50" WEST PER CITY OF EDMONDS LOT LINE ADJUSTMENT PLN2018-0027 - AFN: 201809215002 TEMPORARY OSTABILIZE FUTURE PAVED AREAS WITH CRUSHED ROCK PER PAVING SECTION OSTABILIZE ALL FUTURE LANDSCAPE AREAS WITH SEEDING & 4" STRAW MULCH. TEMPORARY SEED MIX: ANNUAL RYEGRASS, (LOLIUM MULTIFLORUM) APPLICATION RATE: 7-10 LBS PER 1000 SQ FT OR 300 LBS PER ACRE PERMANENT OSTABILIZE PAVED AREAS WITH ASPHALT 1 PAVING PER PAVING SECTION OSTABILIZE PERVIOUS AREAS WITH 2 LANDSCAPING AND/OR HYDROSEED PER 2019 SWMMWW BMP T.5.13 VERTICAL DATUM NAVD 88 GEOID 12 ESTABLISHED BY GPS CONSTRUCTION SEQUENCE NOTES 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT MyBuildingPermit.com" AND THE EMAIL engineeringpermits@edmondswa.gov. TWO 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 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. COMPOST AMEND AND 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. 10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE PER CITY OF EDMONDS DETAIL SD-642. 11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. FOUND MONUMENT IN CASE TRANSFORMER PAD X GROUND SHOT TO BE DEMOLISHED • PROPOSED SSCO ■ PROPOSED SDCB-TYPE 1 I (CLEARING LIMITS, O• FOUND IRON PIPE AS NOTED o MAILBOX X X ),IFENCE LINE CLEARING LIMITS • PROPOSED SSMH ■' PROPOSED SDCB-TYPE 2 TYPICAL PER BMP O FOUND REBAR AS NOTED F-1 SIGN POST c GAS LINE (BMP C101 & C103),,;_,::. N PROPOSED VALVE ,;.. PROPOSED BIOFILTER C101 & C103 (D Lu FOUND PLAT MONUMENT SEWER MANHOLE P POWER LINE x x FILTER FABRIC FENCE # PROPOSED FIRE HYDRANT - so- PROPOSED SEWER LINE z K PER CITY OF EDMONDS LL - BENCH MARK [IT TELEPHONE PEDESTAL UP POWER LINE (U.G.) DETAIL ER-900 (BMP C233) 1 PROPOSED AIR VAC _SS_ PROPOSED SEWER LINE � =o UoorTN CONTROL POINT z JUNCTION BOX SS SEWER LINE TEMPORARY INLET '�--I PROPOSED BEND - W- PROPOSED WATER LINE / 0 CATCH BASIN POWER POLE W/ U.G. FEED - SD STORM DRAIN LINE Q9 PROTECTION PER CITY PROPOSED TEE TP-1 TEST PIT Uj / OF EDMONDS DETAIL I I Q / W WATER VALVE -0- POWER POLE - T TELEPHONE LINE ER-902 (BMP C220) 6M PROPOSED METER I a GAS VALVE FIRE HYDRANT UT TELEPHONE LINE (U.G.) - • • • � INTERCEPTOR SWALE ❑❑ PROPOSED RPBA (BMP C200) O---ALUMINAIRE ® WATER METER W WATER LINE TREE TO BE REMOVED • PROPOSED SDCO APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: im P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C1.0 DEMO SWPPP.DWG 1/25/2023 CITY ENGINEERING DIVISION UNPUBLISHED WORK COPYRIGHT© 2023 BY HARMSEN & ASSOCIATES INC. I REVISIONS V, V, r O M � Ln � W O 4 M O � , V7 O W M 00 Z W O co 0 > ACC to Z WLL O T W N I- W W CC F- N r- cn N 0 Z rn Q W L Q X NOOK W W W Ir • LO N Z T a EN ��'�•� TON O 4� 7 �tg �O•Z P PRo��S� 0 W ZQ � J J c Q a a LLJ Wui a �o cn ca O co O = a O L0 C�aNw � Z000 O cf) 2 LU DATE: 1 /25/23 JOB #: 21-208 Know what's below. Call before you dig. c 1 ■ 9 2* x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL NATIVE BACKFILL MATERIAL 8" 0 NI FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS n NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN RLASION UATL -.'CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018 FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs 1. 189� APPROVED BY: R. ENGLISH E R - 9 00 CATCH BASIN FILTER SOCK WITH OVER FLOW HOLES (TYP) :IN 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. REVISION DATE 'CITY OF EDMONDS TEMPORARY JANUARY 2018 -�- - SEDIMENT TRAP PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL s t 1 g9 APPROVED BY: R. ENGUISH E R- 9 0 2 P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C1.0 DEMO SWPPP.DWG 1/25/2023 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. J_S 4 TH IN )E FULL WIDTH GRESS/EGRESS DETAIL NOTES: 1O 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 INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN _ RLVIsioN UATL CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018 ENTRANCE PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs 1 189� APPROVED BY: R. ENGLISH E R - 9 01 RISER PIPE (PRINCIPAL SPILLWAY OPEN AT TOP WITH TRASH RACK) APROX. EXISTING 460.0± TEMPORARY PIPE EXTENSION AS REQUIRED TO PLACE TEMPORARY RISER INTO POND I E 450.28 12" OUTLET PIPE, DISCHARGE ALTERNATIVELY, METAL STAKES AND WIRE MAY BE USED TO PREVENT FLOTATION STAINLESS STEEL BAND AND GASKET COUPLER 12" TEMPORARY CMP RISER POLYETHYLENE CAP MINIMUM SURFACE AREA AT RISER: 1,350 SF ELEV 456.28 (AREA PROVIDED: 1,600 SF) PERFORATED 6" POLYETHYLENE DRAINAGE TUBING. TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 J Q � 1 ELEV 450.78ln 6" MIN ELEV 450.28 CONC. BASE \1 ELEV 449.28 2X RISER 1.37" DIA. MIN. DEWATERING ORIFICE CONTRACTOR TO KEEP THE RISER ASSEMBLY FREE OF EXCESSIVE FINES TO ENSURE FLOW. TEMPORARY POND RISER SCALE: NONE GENERAL NOTES 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) - CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - 2019 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 THESE 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 Revised 05.15.2017 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. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (i.e. HEAVY EQUIPMENT, STOCKPILING). 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 COMPACTED STRUCTURAL FILL 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. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 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. Revised 05.15.2017 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. 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. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 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. 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 200 CUSHION AS A CUSHION BETWEEN THE UTILITIES. 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION 0 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. LINING FOR OPEN DITCHES & CHANNELS 2 i 1. SLOPES LESS THAN 5%, VEGETATION LINED; / \� 2. SLOPE BETWEEN 5% & 9% VEGETATION OR ROCK LINED TYP 1 18" / �� QUARRY SPALLS AS DEFINED IN SECTION 9-13.6 OF THE z /\\�/\\/ MIN /\\/ WSDOT/AWPA SPECIFICATIONS uJ LU WIRE BACKED SILT FENCE / \\ 1212" 3. DITCHES WITH SLOPES IN EXCESS OF 9% SHALL BE PLACED 2i Q STAKED HAYBALES /\/\\\ /\\/��\�` IN CLOSED CONVEYANCE SYSTEM UNLESS ALTERNATIVE 0 0 WRAPPED WITH FILTER \/ �\\ \\ / / ENGINEERED DESIGN IS APPROVED U) H- FABRIC OR EQUIVALENT \ /�\ \\ DIVIDER SET IN MIDDLE OF POND TEMPORARY INTERCEPTOR SWALE SCALE: NONE APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: CITY ENGINEERING DIVISION UNPUBLISHED WORK COPYRIGHT© 2023 BY HARMSEN & ASSOCIATES INC. REVISIONS V, V, r O M � In o) W 0 R* M O -:t , L17 O W M 00 O m O \ O O CAM ID Z Q WLL O 1 T W H U) 4i H W 49111111h, W C H N � cn N ao Z Q cG o Q LO X NOO W m W cr In O N Z r la EN TON'-y rL w"All 0 F P PRo`�� 0 J W a:J_ J ccnn a a w W Z 0 Wca LU � �' a. F_ 0 co LU H =a�2 Q W z a Z 00 j W 7 cn O DATE: 1 /25/23 JOB #: 21-208 Know what's below. Call before you dig. C1 ■ WALL DRAIN 62 LF 6" PVC S = 0.012 FT/FT f- O SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. 1 C21 DETENTION VAULT 20' WIDE X 232' LONG X T DEEP BOTTOM OF LIVE STORAGE ELEV=450.28 TOP OF LIVE STORAGE ELEV=456.28 SDCB-1 1, TYPE I 25 LF 12" CPEP STA 11+77.7, 209.9' LT SDCB-10, TYPE I - STA 11+78.6, 130.9' LT ----------------- -------------------------- SDCB-13, TYPE II 48" STA 12+02.0, 11.3' LT SDCB-12, TYPE ~ II 48" STA 11 +73.2, 10.9' LT 46 LF 12" PVC SDR-35 SDCB-9, TYPE I STA 11+81.5, 50.7' LT 13 LF 12" CPEP � I c2.3 BIOPOD #1 STA 11+68.7, 49.0' LT PER DETAIL FLOW CONTROL (IN VAULT) I ~ c2.i c2.� PER CITY OF EDMONDS 1 _ DETAIL SD-301 O 0 W SSMH RIM=455.38 ° NO MEASURE DOWNS TAKEN I CB RIM=455.95 8"CONC. N IE=451.80 SDMH RIM=456.19 12"CONC. E & W IE=448.67 I 8"CONC. S SAWCUT & PATCH PER / CITY OF EDMONDS DETAIL GU-410 SDCB-14, TYPE II 48" STA 12+02.2, 7.2' RT PER CITY OF EDMONDS DETAIL SD-300 ° 1 (CONNECT TO EXISTING STORM) I 18 LF 12" I PVC SDR-35 29 LF 12" PVC SDR-35 5 LF 12" CPEP 6" TRAFFIC RATED TRENCH DRAIN, \� RIM 458.40 \ IE 455.48 \ CONNECT TO SDCB #1 Ub KIIVI=400.Z I 12"CONC. E & W IE=450.33 I\ 0 co I ° 0 SSMH RIM=458.27 cn I 8"PVC E & W IE=450.33 E OUTLET PLUGGED cn I �h cn E I CB RIM=457.91 12"CONC E & W IE=451.86 SSMH RIM=457.72 ---- M -- ---- ------ 8 C N,E Rtni E-448.70 AA 44 LF 12" DI - SDCB-8, TYPE I � � � 18 CMP N IE=455.X,TRENCH DRAIN, � 6" TRAFFIC RATED STA 10+02.6, 231.7' LT 38 I 6" PVC (VERY) IE-456.58 / I 25 LF 8" DI SDCB-3, TYPE I RIM 458.25 SDCB-7, TYPE I STA 10+04.0, 118.6' LT c J I IE 456.06 STA 9+98.3, 255.9' LT CONNECT TO SDCB #2 CONNECT TO TRENCH DRAIN SDCB-2, TYPE 1 9 LF 8" PVC � I STA 10+05.1, 36.0' LT S - 0.�0 FT/FT PVC IN U) INTE EPTO� 3 6" PVC IN CULVERTIE=455.01 TRENCH PER DEIL R I U) ° � I ° I I U) ° U) cn co ), , _ coco P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C2.0 STORM.DWG 1/25/2023 0 20 40 Feet BASIS OF BEARING: SOUTH LINE OF NE QUARTER OF SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST BEARS NORTH 55°55'50" WEST PER CITY OF EDMONDS LOT LINE ADJUSTMENT PLN2018-0027 - AFN: 201809215002 VERTICAL DATUM NAVD 88 GEOID 12 ESTABLISHED BY GPS BENCHMARKS: TBM #1: PK NAIL SET @ NW CORNER OF NORTH PARKING LOT FOR CHURCH ON PARCEL NO. 0057670002508, 62' EAST OF SE CORNER OF RAISED BED PLANTERS AREA, ELEV=459.33' TBM #2: NORTH RIM OF SEWER MANHOLE, 20' WEST OF CENTERLINE OF GRAVEL DRIVEWAY ENTRANCE TO SITE ELEV=458.29' DETENTION VAULT NOTE PER SOUTH COUNTY FIRE LOADING REQUIREMENTS FOR FIRE APPARATUS ACCESS ROAD: THE ROADWAY STRUCTURE SHALL BE ASPHALT PAVING OR AN APPROVED ALL-WEATHER EQUIVALENT WITH A SUFFICIENT STRUCTURAL SECTION TO SUPPORT A GROSS VEHICLE WEIGHT OF 75,000 POUNDS AND 45,000 POUND POINT LOADS. TYPE-1 SDCB NOTE PROVIDE 90° TURNDOWN ELBOW AT ALL TYPE -I STORM DRAINAGE CATCH BASINS. CROSSING PIPES 4" WATER O1 IE 454.20(±) 12" STORM IE 450.28 8" WATER O4 IE 454.50(±) 12" STORM IE 455.86 4" WATER O2 IE 454.20(±) 12" STORM IE 454.95 4" WATER O5 IE 454.50(±) 12" STORM IE 456.39 2" WATER O3 IE 454.50(±) 12" STORM IE 455.19 12" STORM O6 IE 455.10 12" STORM IE 450.28 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: Im CITY ENGINEERING DIVISION UNPUBLISHED WORK COPYRIGHT © 2023 BY HARMSEN &ASSOCIATES INC. I REVISIONS V, V, r O oo M Ln � � M W O , O � , V7 O W M 00 O m O > (DI Z Q W LL O Uj W A,- H N I- W W cc I- N r` cn N 00 Z 0) Q m C T G LO aQ X NOO W m W cc 04O N Z ra EN TO P 0 ;yM E-�] 00017 0 J LU Z J J cn ccn a w LU ZI H LU W 2 p Z O pC M O OC = a N OarW cm za o 0 c ci O DATE: 1 /25/23 JOB #: 21-208 Know what's below. Call before you dig. C2mO 9 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. FINISH GRADE ELEVATION = 459± ..ice\\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�\��\ii� 232' ------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------ -------------------------------------------------------- -------- - -- ----- 7' �12" CPEP FROM 8" CPEP COURTYARD COLLECTOR 8" CPEP ROOF COLLECTOR BIOPOD #2 IE 452.81 IE 455.61 IE 455.61 ------- 0.50' �\!��\i�\\!��\ia\\!✓..i�\ ...\ � .�\\..�\i�i�i�\ice\\ �\i�i\\i \\!��i.\\� �\!��\\i�\\!✓��i\\�.�\!�!�i�\� \\!��\�\\� �\��\i\\� �\i��\i�\\ \i�\�\\� �\!��\i\\� �\!:��\%� � ✓�i\\i \\!�i��\\� �\!��\i\\� �\��\\��\� TOP OF LIVE STORAGE J L BOTTOM OF LIVE STORAGE ELEV:456.28' ELEV: 450.28' FINISH GRADE ELEVATION = 459± 12" CPEP FROM 20' BIOPOD #1 IE 452.70 7' ------ ----------------JT 0.50' 6' PVC FOOTING TOP OF LIVE STORAGE DRAIN. SEE ELEV: 455.53' STRUCTURAL DETAILS BOTTOM OF LIVE STORAGE 12" CPEP FROM ELEV: 449.53' 5% SLOPE TO SEDIMENT BIOPOD #2 6" PVC VAULT FOOTING COLLECTION DRAIN. CONNECT TO IE 452.81 SDCB #12 232' � SECTION VIEW ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- -- DETENTION VAULT ACCESS AT OUTLET. STEP & LADDER PER COE STANDARD DETAIL GU-423 y y- ELEVATION VIEW SEE STRUCTURAL PLANS FOR FOOTING & SUBGRADE REQUIREMENTS 12" CPEP OUTLET TO FLOW CONTROL MANHOLE IE 450.28 50, 100, 79' 3' 12" CPEP OUTLET TO FLOW CONTROL MANHOLE — 20- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — IE 450.28 'V' CHANNEL ; DETENTION VAULT ACCESS 12" CPEP FROM TYPICAL 5 LOCATIONS. ; STEP & LADDER PER COE �' - _ ; BIOPOD IE 52.7452.7 #1 0 STANDARD DETAIL GU-423 -------------------------------------------------------------------------------------------------------------------------------------------------------;--------------------------------------------------------------------;---------------------------- -----------------r------------------ 8 CPEP COURTYARD COLLECTOR 8 CPEP ROOF COLLECTOR 1L SEE STRUCTURAL PLANS & DETAILS IE 455.61 IE 455.61 FOR FOOTING REQUIREMENTS DETENTION VAULT DETAIL SCALE: 1" = 10' STORM OR SEWER, BASED ON UTILITY. CAST IRON RING AND COVER PAVED ❑ CEMENT CONC SURFACE CLASS 4000 30" SQ ❑ X XX ❑ ❑ ❑ ❑ ❑ 12" ❑ 12" PVC SLEEVE - 8" PVC FIBER JOINT CREW PLUG 10" � � PACKING 8" PVC RISER — 8" PVC 4" 78F 8" X 8" PVC 45° EL 15" WYE OR PLUG 8" CAST IRON RING AND COVER PVC PIPE ADAPTOR WHERE REQUIRED DETAIL D2CLEANOUT SCALE: NONE 2' GEOTEXTILE PER WSDOT 9-33.2(1) TABLE 1 MODERATE SURVIVABLILITY ON TOP & SIDES OF DRAIN ROCK, OVERLAP MINIMUM 1 FOOT 6" PERFORATED PVC PIPE GRAVEL BACKFI FOR DRAINS PI WSDOT 9-03.12 III I � —N—IN"I 11— SANDY GRAVEL LAYER INTERCEPTOR TRENCH SCALE: NONE P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C2.0 STORM.DWG 1/25/2023 PLAN VIEW DETENTION VAULT NOTES 1. PER SOUTH COUNTY FIRE LOADING REQUIREMENTS FOR FIRE APPARATUS ACCESS ROAD: 2. THE ROADWAY STRUCTURE SHALL BE ASPHALT PAVING OR AN APPROVED ALL-WEATHER EQUIVALENT WITH A SUFFICIENT STRUCTURAL SECTION TO SUPPORT A GROSS VEHICLE WEIGHT OF 75,000 POUNDS AND 45,000 POUND POINT LOADS. 3. SEE STRUCTURAL PLANS FOR VAULT DETAIL. 4. SEE GEOTECHNICAL MEMORANDUM FOR SOIL REVIEW. ACCESS RISER GENERAL DESIGN, FOR ALL ACCESS. a ° .'a a 6" MIN OVERFLOW ELEV 456.28 - 4" ELBOW IE 455.68 WITH SHOP DRILLED 1.00"0 ORIFICE 4 � 0 4" ELBOW IE 454.88 ° WITH SHOP DRILLED 0.85" 0 ORIFICE ° d 12" RISER DETENTION ° VAULT 12" OUTLET PIPE ° 4. 1 IE 450.28 a. a. TH ES PIPE SUPPORT ° d c RESTRICTOR PLATE WITH SHOP DRILLED 0.45" 0 ORIFICE °o ° °^ d 0 -ELEV-450.28 - 4 2' MIN ° ° a.. ° LEV. 448.28 ° 2' MIN ° a 4' X 4' SUMP a FLOW CONTROL (IN VAUL SCALE: NONE d 5' SIDEWALK CURB & PAVEMENT (CONTINUES TO EAST) GUTTER \ \ \ \ END.O , .F' . G .........:... . \\/\\ \/\ J O T- a' ��oo� �12:1 MAX 00QQ\\/ 0z mx SLR mx Q O / F- o \\�\\ W LU U,LL � c _ a- �D U) � O W W D z L 2:1 MAX 2:1 MAX � U g o SLOPE SLOPE 07 0 O °0 ice% . M w\� N =III=11I 0 LU zco =111- \\ c� W EXISTING II=III= z II=11 EXISTING I=1 \\ \\ \ \i z -0j SLOPE -III-III _ -III- SLOPE - III 7' VARIES W VARIES X WE ° III I III I III I II I II II I II li I I_ -=1 =III=III=III=III=III=III—I 1 PLAN VIEW SLOPE TO DITCH NON -WOVEN GEOTEXTILE FABRIC UNDER ROCK LINING END OF GUTTER ELEV=457.41 CURB & GUTTER -\ SECTION VIEW ROCK LINED DISPERSION PAD SCALE: NONE SLOPE ROCK LINED SHOULDER TO DISSIPATION PAD SLOPE TO DITCH .09 ROCK LINING TO BE QUARRY SPALLS PER WSDOT 9-13.6 ADAPTER OR GASKET TO TRANSITION DOWNSPOUT TO 6" PVC 0 45° BEND a PVC COLLECTOR %///�� FOOTING DRAIN. 45' BEND SEE ARCHITECTURAL DETAIL DOWNSPOUT CONNECTION SCALE: NONE APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: im CITY ENGINEERING DIVISION UNPUBLISHED WORK COPYRIGHT© 2023 BY HARMSEN & ASSOCIATES INC. I REVISIONS V, V, r O M � M W O , O � , V7 O W M 00 O O co O O to > ACM Z Q W LL O T W cn I- W W ce CC N r- i— cn N 00 z rn QW`a C T G Lc) X NOO W W m cc • lo Lr)O N Z ra EN TON'-y 0 �° F P PRo`�� 0 W cl) L J V cn H JI"`-cnQ L1J � w W � dS a (D z O pC co O H p = Q L Z Q CV W Z 00 cf) F- O DATE: 1 /25/23 JOB #: 21-208 Know what's below. Call before you dig. C2ml 9 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. SDCB-2 BIOPOD #1 TYPE I cgs RIM=458.94 RIM=458.40 IE (12 S) IN=454.92 IE (12" N) IN=456.00 IE (12" E) IN=454.92 465 IE (12" E) OUT=455.90 SDCB-1 IE (12" N) OUT=452.72 465 TYPEI APPROXIMATE RIM=458.62 EXISTING GROUND IE (12" W) IN=455.08 IE (12" S) IN=455.08 FINISH GRADE IE (12" N) OUT=454.98 460 F _ _ - - 460 ol DETENTION VAULT 164LF12"DI 455 O 455 S = 0.005 FT/FT 2" PROPOSED WATER 5 LF 12" CPEP 8" PROPOSED WATER IE 454.50(±) 13 LF 12" CPEP S = 0.005 FT/FT IE 454.50(±) S = 0.005 FT/FT OUTFALL 4" PROPOSED WATER TO VAULT 450 IE 454.20(±) i E 452.70' 450 445 445 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2 0 STORM 1 - PROFILE SCALE: H: 1 "=20' V: 1 "=5' BIOPOD 01 RIM=458.94 SDCB-10 TYPE I c2.s IE (12" S) IN=454.92 RIM=458.82 SDCB-11 IE (12" E) IN=454.92 IE (12" N) IN=456.07 I TYPE1 465 IE (12" N) OUT=452.72 IE (12" S) OUT=455.97 RIM=8.87 465 _ APPROXIMATE IE (12" S) OUT=456.47 SDCB-9 EXISTING GROUND TYPE I _ - RI M=459.42 _ IE (12" N) IN=455.57 460 _ (12"-W) OUT=455.47 FINISH GRADE 460 79 LF 12" DI 80 LF 12" DI 455 S = 0.005 FT/F_' 455 13 LF 12" CPEP S = 0.043 FT/FT 12" PROPOSED STORM 450 IE 450.28 450 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 SDCB-7 6 SDCB- SDCB-5 SDCB-4 BIOPOD #2 TYPE I TYPE I TYPE I TYPE I RIM=459.19 RIM=460.35 RIM=459.28 RIM=458.85 RIM=458.70 IE (12" N) IN=455.03 2 IE (8" W) IN=456.59 IE (12" SW) IN _456.27 IE (12" W) IN=455.89 IE (12" W) IN=455.41 IE (12" W) OUT=452.83 c2.s 465 IE (12" NE) OUT=456.49 IE (12 E) OUT=456.17 IE (12 E) OUT=455.79 IE (12" S) OUT=455.31 465 IE (8" S) OUT=456.59 APPROXIMATE EXISTING GROUND FINISH GRADE - -� - 460 - - - 460 DETENTION VAULT 25 LF 8" DI 44 LF 12" DI 56 LF 12" CPEP 0 90 LF 12" CPEP 25 LF 12" CPEP S = 0.005 FT/FT S = 0.005 FT/FTLF 455 S = 0.005 FT/FT S = 0.004 FT/FT 455 S = 0.011 FT/ 5 LF 12 CPEP 8" PROPOSED WATER S = 0.005 FT/FT IE 454.50(±) OUTFALL TO VAULT 450 IE 452.80' 450 SDCB-8 TYPEI RIM=458.72 IE (8" N) IN=456.71 445 445 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 STORM 3 - PROFILE SCALE: H: 1 "=20' V: 1 "=5' APPROXIMATE SDCB-12 SDCB-14 GROUND RIM=457.75 TYPE II [EXISTING IE (12" N) IN=450.28 RIM=457.23 FINISH GRADE IE (12" E) OUT=450.18 IE (12" N) IN=449.29 460 - \ 460 D16TENTION VAULT 455 455 4" PROPOSED INLET --,,,,WATER FROM VAULT IE 454.20(±) IE 450.28 450 f'. 450 LF 12" PVC SDR-35 18 LF 12" S = 0.014 FT/FT PVC SDR-35 445 S = 0.022 FT/FT 445 46 LF 12" SDCB-13 PVC SDR-35 TYPE II S = 0.000 FT/FT RIM=457.26 IE (12" W) IN=449.79 440 IE (12" S) OUT=449.69 440 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 STORM 6 - PROFILE SCALE: H: 1 "=20' V: 1 "=5' P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C2.0 STORM.DWG 1/25/2023 465 SDCB -1 TYPEI 465 APPROXIMATE RIM=458.62 EXISTING GROUND IE (12" W) IN=455.08 IE (12" S) IN=455.08 FINISH GRADE IE (12" N) OUT=454.98 460 460 455 ---� O 455 TO TRENCH DRAIN 5 LF 12" CPEP S = 0.011 FT/FT 450 1 450 0+00 0+20 0+40 0+60 STORM 5 - PROFILE SCALE: H: 1 "=20' V: 1 "=5' STORM 2 - PROFILE SCALE: H: 1 "=20' V: 1 "=5' SDCB-3 SDCB-2 TYPEI TYPEI RIM=458.72 RIM=458.40 IE (12" S) OUT=456.41 IE (12" N) IN=456.00 465 IE (12" E) OUT=455.90 465 APPROXIMATE EXISTING GROUND FINISH GRADE 460 83 LF 12" CPEP 460 rl 455 1 1 S = 0.005 FT/FT 0 455 450 LJ 450 0+00 0+20 0+40 0+60 0+80 1+00 1+20 STORM 4 - PROFILE SCALE: H: 1 "=20' V: 1 "=5' SDCB-15 TYPEI RIM=459.80 IE (8" W) IN=456.60 APPROXIMATE 465 EXISTING GROUND IE (8" E) OUT=456.50 IE (6" S) IN=456.77 465 FINISH GRADE 460 - - - INLET DETATION 460 IE 456.68 VAULT 0 57 LF 8" CPEP 455 S = 0.016 a."" OUTFACE 455 TO VAULT 8 LF 8" CPEP I IE 455.61' S = 0.010 FT/FT 450 450 445 445 0+00 0+20 0+40 0+60 0+80 1+00 STORM 7 - PROFILE SCALE: H: 1 "=20' V: 1 "=5' 0 20 40 Feet HORIZONTAL SCALE: 1" = 20' 0 5 10 Feet VERTICAL SCALE: 1" = 5' APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION UNPUBLISHED WORK COPYRIGHT© 2023 BY HARMSEN & ASSOCIATES INC. I REVISIONS V, V, r O � Ln M CD , WO � M 0R*0 u7 W 1- CM 00 0 O Z W 0 (0 too 0 cc 'R M N > M Z Q W Cn w 0 r w H N H w w cn F- N r- N Z N ao 0) ac�a a° m w Z Lf)O 04 ra EN TO 3 �• � w 0 E Q J W J L a H J H Q LV Z H o ca W 2 p w O co O J_ = Q N 2 0 m Z Q N W a QD � O O cf) DATE: 1 /25/23 JOB #: 21-208 Know what's below. Call before you dig. C2m2 9 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. IIES INLET WINDOW I I I I I I II III C I � 11I II y INLET - I I II 2'-2" [261 DROP RECOMMENDED, 6" MIN. 6" OPTIONAL DRAIN V-10" 4" V-10' DOWN DEVICE LEFT END VIEW BIOFILTER #1 DETAIL (4L X 6 SCALE: NONE IIEs INLET WINDOW I I I I II Ili C - I � 1 II �. �' it INLET - I I T-2" [26' DROP RECOMMENDED, 6' MIN. III - - J, 6• OPTIONAL DRAIN V-10" 4 V-I(r DOWN DEVICE LEFT END VIEW BIOFILTER #2 DETAIL (4L X 6 SCALE: NONE 012" RCP MAX. INLET ALTERNATE INLET LOCATION 11 n INLET 5' 0" 4'-D" �.� OUTLET ALTERNATE OUTLET LOCATION II I DIVIDER WALL 012" RCP MAX. OUTLET 2X 018" TRAFFIC RATED CAST IRON COVERS FIELD POURED CONCRETE COLLAR REQUIRED BY OTHERS 5'-1-1/4' MIN 13'-10" MAX PLAN VIEW 036" BOLTED & GASKETED ACCESS COVER, FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. RIM 4" MIN TO ----------� MAX COVER (SEE NOTE IS) I I I I I I I ENERGY DISSIPATION STONE I�-- J I r 1. DESIGN LOADINGS. A AASHTO HS40-44 (WITH IMPACT) B. DESIGN SOIL COVER'. 5'-0-MAXIMUM C. ASSUMED WATER TABLE: BELOW BASE OF PRECAST (ENGINEER -OF -RECORD TO CONFIRM SITE WATER TABLE ELEVATION) D. LATERAL EARTH PRESSURE: 45 PCF (DRAINED) E. LATERAL LIVE LOAD SURCHARGE 80 PSF (APPLIED TO 8'D' BELOW GRADE) F. NO LATERAL SURCHARGE FROM ADJACENT BUILDINGS. WALLS, PIERS, OR FOUNDATIONS. 2. CONCRETE 28-DAY MINIMUM COMPRESSIVE STRENGTH: 5,000 PSI MINIMUM 3. REINFORCINGREBAR. ASTTA AB151A706, GRADE 50 4. CEMENT: ASTM C150 5. REQUIRED ALLOWABLE SOIL BEARING CAPACITY. 2,500 PSF 6. REFERENCE STANDARD: A ASTM C890 B ASTM C913 C AC1318-14 7. THIS STRUCTURE IS DESIGNED TO THE PARAMETERS NOTED HEREIN. ENGINEER -OF -RECORD SHALL VERIFY FY THAT NOTED PARAMETERS MEET OR EXCEED PROJECT REQUIREMENTS. IF DESIGN PARAMETERS ARE INCORRECT, REVIEWING ENGINEER/AUTHORITY SHALL NOTIFY OLDCASTLE INFRASTRUCTURE UPON REVIEW. 8. INLET AND OUTLET HOLES WILL BE FACTORY CORED/CAST PER PLANS AND CUSTOMER REQUIREMENTS. INLETAND OUTLET LOCATIONS CAN BE MIRRORED. 9. CONTRACTOR RESPONSIBLE TO VERIFY ALL SIZES, LOCATIONS, AND ELEVATIONS OF OPENINGS. 10. CONTRACTOR RESPONSIBLE TO ENSURE ADEQUATE BEARING SURFACE IS PROVIDED (I.E. COMPACTED AND LEVEL PER PROJECT SPECIFICATIONS). 11. SECTION HEIGHTS, SLABIWALL THICKNESSES, AND KEYWAYS ARE SUBJECT TO CHANGE AS REQUIRED FOR SITE REQUIREMENTS AND/OR DUE TO PRODUCT AVAILABILITY AND PRODUCTION FACILITY CONSTRAINTS 12. MAXIMUM PICK WEIGHTS": A TOP- XX.XXx LBS 6 BASE XX,XXX LES' 1-COMBINED WEIGHT OF BASE INCLUDES BYPASS WEIR. DIVIDER WALL, ROCK 3 MEDIA) 13. INTERNALS SHALL CONSIST OF UNDERDRAIN PIPE. ROCK. STORMMIX- MEDIA. MULCH. DIVIDER WALL BYPASS WEIR AND OPTIONAL DRAIN DOWN. 6-1/2" MIN I HANDHOLD LADDER TO HANG FROM MH STEP I � I i O I I I M WALL J' SUPPORT (n'P) I I I I 7g5 2 o i7 I I I I I --I 5.5" I 9-3/8" FOR BLOCK OR BRICK MH SECTION "+ 9-1/2" FOR PRECAST MH - _ SECTION (4" FOR 7" FOR MODIFIED STEP FOR MODIFIED PRECAST MH SECTION I-1-1 "�[ STEP) STEP NOTES. �YLENE 1. LADDER MAY BE INSTALLED IN ALL STEP CATCH BASINS AND MANHOLES WHEN DEPTH OF STRUCTURE FROM TOP OF FRAME TO LOWEST FLOWLINE EXCEEDS FOUR(4) FEET. 2. DIMENSIONS FOR THE MH LADDER AND STEP ARE MINIMUM REQUIREMENTS ONLY. 3.STEPS AND HANDHOLDS SHALL BE INSTALLED AT 1'-0" ON CENTER SPACING. WHEN THE DISTANCE FROM THE HIGHEST STEP OR HANDHOLD AT THE TOP OF THE MH FRAME EXCEEDS 1'-0" AND ANOTHER STEP OR HANDHOLD CANNOT BE INSTALLED BECAUSE OF THE LOCATION OF THE MH FRAME" A HANDHOLD SHALL BE INSTALLED BETWEEN THE TOP 2 LAYERS OF BRICK OR COLLAR. 4. IF BOTH STEPS AND LADDER ARE REQUIRED IN ANY STRUCTURE, THEY SHALL BE FROM THE SAME MANUFACTURER. 5. STEPS AND LADDER SHALL BE POLYPROPYLENE AND CONFORM TO ASTM D4101 WITH 1/2" ASTM A615 GRADE 60 STEEL REINFORCING BAR. LANE P-13938, M.A.PS2-PF, OR EQUAL. 6. FASTEN LADDER TO FLOOR AND WALL SUPPORTS WITH 1-1/2" x 3-3/4" ANCHORS. ANCHORS TO BE INSTALLED PER MANUFACTURER RECOMMENDATIONS. 3'-10" III --- V-0- MAXI f DIVIDER WALL I I ,�:"�' `';r Tt ^t',f+r�c.i•a o 2'-B" I h: 1'4r Okkuka a Infrastructure' BYPASS WEIR III �X-fir wi" *'+`'•:' j: `'' `�� s11DfrtIM MEDIA 711 Aor m..wr I`�<, ,;,�, .•.<:-�.._ , .:;<,: yR DRAIN ROM-I$COMFIIFTI:..E'+RooEFT:v EO 1, PREFABRICATED LADDER Y DRAIN ROCK HALLNI-ENTin, IN e" DEOVF =vCE PUREOBFEONIYANR DL✓ {NAIL NO- BE UiED IN ANV WAv iNl` pOJR TO THE MTERE 3T9 DE, OR COR+RKIITO i011 OLDW TEL i=5T11M 'TENQRS ROERKD BioPodlBlofilterSystem (STANDARD) REVISION DATE UNDERDRAIN PIPE Undo rand Vault with Inlemal B ss -'s � '� -CITY OF EDMONDS JANUARY 2018 STEP AND LADDER DETAIL �` r110EC NNeL r PUBLIC WORKS STANDARD ELEVATION VIEW DEPARTMENT DETAIL a•Aaa+,m..' Spetifief Dfawirlg 1 OF 1 B' BPU-4616 �'0A ` S } 189� APPROVED BY: R. ENGLISH G U - 42 3 012•' RCP MAX. INLET ALTERNATE INLET LOCATION --\ - � I ♦+ OUTLET Ill I ALTERNATE OUTLET LOCATION J 012" RCP MAX. OUTLET 2X 018" TRAFFIC RATED CAST IRON COVERS, FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. &-1-1/4' MIN 13'-10" MAX T-110. DIVIDER WALL 2' 8" BYPASS WEIR ;Rnim F"r I L- vim PLAN VIEW 036" BOLTED & GASKETED ACCESS COVER, FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. RIM 4" MIN TO -- - - - - 5' MAX COVER (SEE NOTE 1.13) II Ili j III°,-:.: ;::.. =::•y, � :j III _ '.'","'..`._ -Nw:-;�.T�a�-•:•:.,:>:•;:y.t:� •i c: ELEVATION VIEW ENERGY DISSIPATION STONE 2" MULCH StormMlxT"" MEDIA B" DRAIN ROCK UNDERDRAIN PIPE 1. DESIGN LOADINGS. A AASHTO HS-20.44 (WITH IMPACT) B. DESIGN SOIL COVER. 5'-0-MAXIMUM C. ASSUMED WATER TABLE: BELOW BASE OF PRECAST (ENGINEEROF-RECORDTO CONFIRM SITE WATER TABLE ELEVATION) D. LATERAL EARTH PRESSURE: 45 PCF (DRAINED) E. LATERAL LNE LOAD SURCHARGE 80 PSF (APPLIED TO 8' 0' BELOW GRADE) F. NO LATERAL SURCHARGE FROM ADJACENT BUILDINGS. WALLS, PIERS, OR FOUNDATIONS. 2. CONCRETE 28-DAY MINIMUM COMPRESSIVE STRENGTH: 5.000 PSI MINIMUM. 3. REINFORCING REBAR. ASTM A8151A706, GRADE 50 4. CEMENT. ASTM C150 S. REQUIRED ALLOWABLE SOIL BEARING CAPACITY. 2,500 PSF 6. REFERENCE STANDARD: A ASTM C990 B ASTM C913 C AC1318-14 T THIS STRUCTURE IS DESIGNED TO THE PARAMETERS NOTED HEREIN. ENGINEER -OF -RECORD SHALL VERIFY FY THAT NOTED PARAMETERS MEET OR EXCEED PROJECT REQUIREMENTS. IF DESIGN PARAMETERS ARE INCORRECT, REVIEWING ENGINEER/AUTHORITY SHALL NOTIFY OLDCASTLE INFRASTRUCTURE UPON RENEW. 8. INLET AND OUTLET HOLES WILL BE FACTORY COREDICAST PER PLANS AND CUSTOMER REQUIREMENTS. INLETAND OUTLET LOCATIONS CAN BE MIRRORED. 9. CONTRACTOR RESPONSIBLE TO VERIFY ALL SIZES, LOCATIONS, AND ELEVATIONS OF OPENINGS. 10. CONTRACTOR RESPONSIBLE TO ENSURE ADEQUATE BEARING SURFACE IS PROVIDED T.E. COMPACTED AND LEVEL PER PROJECT SPECIFICATIONS). 11. SECTION HEIGHTS, SLABAVALL THICKNESSES, AND KEYWAYS ARE SUBJECT TO CHANGE AS REOUIRED FOR SITE REQUIREMENTS AND(OR DUE TO PRODUCT AVAILABILITY AND PRODUCTION FACILITY CONSTRAINTS 12. MAXIMUM PICK WEIGHTS' A TOP XX,XXX LES 6 BASE XX,XXX LBS' C COMBINED WEIGHT OF BASE INCLUDES BYPASS WEIR, DIVIDER WALL, ROCK 3 MEDIA) 13. INTERNALS SHALL CONSIST OF UNDERDRAIN PIPE, ROCK, STORMMIX`II MEDIA. MULCH, DIVIDER WALL BYPASS WEIR AND OPTIONAL DRAIN DOWN 0 Okkmmd s IITfrastructuW AaaawKl FLOW CONTROL 'I4.5"I' - STRUCTURE PVC PIPE* NON -SHRINK GROUT V-0" MAX • CONTROL DEVICE ASSEMBLY TO BE COUPLING PVC PIPE REMOVABLE FROM (OPTIONAL) STUB* I INSIDE THE FCS SET SCREW TO 12" OUTLET _ PREVENT ROTATION IE 450.28 l J - Ji INVERT* GASKET (TYP) PVC PIPE PVC ADAPTER' W/ _ CROSS" o 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 & CONTROL DEVICE ORIFICE DIAMETER• DETAIL A 0.45"0 ORIFICE CONNECTION AND Or LADDER OR HAND HOLDS CONTROL DEVICE I r POLYPROPYLENE (SEE DETAIL A) OUTLET PIPE � tTEL�*C PIPE' TEE' SPOOL* I � ELBOW* (ORIFICE #1) 4" ELBOW IE 455.68 WITH SHOP DRILLED 1.00 .0 ORIFICE DRILLED / (ORIFICE #2) ORIFICE DIA+ 4" ELBOW IE 454.88 PVC INSIDE J WITH SHOP DRILLED CAP PLUG' 0.85"0 ORIFICE I CINCH ANCHOR ALLOWABLE OUTLET LOCATION (180' to 315') �I WIRE ROPE CUP (SS) FINISHED GRADE CATCH BASIN TYPE II DEFORMED V-NOTCH WEIR AS NEEDED* PER COE STD DTL 3/8" STEEL SD-300 OVERFLOW ELEV•RIM 459.76 .. ROD (SS OR 456.28 ! + ALUMINUM) SUPPORT (2 REQ'D)NAL ORIFICE i LENGTH TO FIT MIN PVC PIPE & IE 450.28 MAX CROSS ELEV.448.28 FLOW CONTROL CONTROL DEVICESEE STRUCTURE DETAIL A DETENTION PIPE PIPE SUPPORT (LENGTH. DIAMETER, DETAIL B DIAMETER' MATERIAL TYPE)• 12" INLET FLOW CONTROL STRUCTURE - SHOWN W/ TYPE 2 CATCH BASIN IE 450.28 (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. REVISION DATE FLOW CONTROL JANUARY 2018 CITY OF EDMONDS STRUCTURE STANDARD _ PUBLIC WORKS (FCS) DEPARTMENT DETAIL S1. 189� S D - 301 APPROVED BY: R. ENGLISH APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: im CITY ENGINEERING DIVISION UNPUBLISHED WORK COPYRIGHT © 2023 BY HARMSEN & ASSOCIATES INC. I REVISIONS IBBB V, V, r O M � LC) Oi W O 1 1 1 4 M LO O 111 O W r*- M 00 Z W 0 O r,C O \ OOr,O Z a W LL _o w � a � M rn F- LU LU CC 04 F- r- rn 04 Do Z (3) Q O aQ C LO G LO X LLJ N OO Wmlr • Z Lr) 04 O r Li EN TON�ti r; w O IN 0 J W LL c/ / J�ccnnQ a LLLJZF- w W uj � W 2 2 p CC 0 c') 0 W = Q N J a L0 0 LL Z Q c W O m O DATE: 1 /25/23 JOB #: 21-208 Know what's below. Call before you dig. C2m3 I P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C2.0 STORM.DWG 1/25/2023 ROOF DRAIN PIPE NOTES 1. VERIFY DOWNSPOUT LOCATIONS WITH ARCHITECTURAL PLANS. 2. PIPE RUNS SHALL HAVE MINIMUM POSITIVE SLOPE OF 1% AND 6" MIN DIAMETER SMOOTH WALL PIPE. THE COURTYARD COLLECTOR SHALL BE 8" MIN. 3. INSTALL CLEANOUTS AT TEES, BENDS 45' OR GREATER AND AT INTERVALS NO GREATER THAN 150 LF. 4. ROOF COLLECTOR & COURTYARD DRAINAGE SHALL BE DIRECTED TO THE VAULT, BYPASSING THE FILTERS. SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. FOOTING DRAIN NOTES 1. CONNECT BUILDING PERIMETER FOOTING DRAINS TO SDCB #14. 2. PROVIDE 6" PVC PIPE WITH MINIMUM PIPE SLOPE OF 0.5% FROM BOTTOM OF FOOTING DRAIN ELEVATION AT BUILDING TO LOCAL STORM FACILITY. 3. ALL CONNECTIONS TO THE STORM SYSTEM SHALL OCCUR AT AN ELEVATION A MINIMUM OF V BELOW THE BOTTOM OF FOOTING ELEVATION. YARD DRAIN NOTES 1. YARD DRAINS WITH 12"x12" MINIMUM GRATES. 2. CONNECT YARD DRAINS TO ROOF DRAIN COLLECTOR AS INDICATED. TBM #1: PK NAIL SET @ NW CORNER OF NORTH PARKING LOT FOR CHURCH ON PARCEL NO. 0057670002508, 62' EAST OF SE CORNER OF RAISED BED PLANTERS AREA, ELEV=459.33' TBM #2: NORTH RIM OF SEWER MANHOLE, 20' WEST OF CENTERLINE OF GRAVEL DRIVEWAY ENTRANCE TO SITE ELEV=458.29' - r 0 10 20 Feet BASIS OF BEARING: VERTICAL DATUM SOUTH LINE OF NE QUARTER OF NAVD 88 GEOID 12 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST ESTABLISHED BY GPS BEARS NORTH 55055'50" WEST PER CITY OF EDMONDS LOT LINE ADJUSTMENT PLN2018-0027 - AFN: 201809215002 fV V V U V v ■ v `/ V V ♦ � V ■ ' V V V V V \`, ., ♦♦ \ \ US 6" CLEAN -OUT WITH (IS ' RING AND COVER PER p CITY OF EDMONDS � SDCB-19, TYPE Iii.: DETAIL SS-200 LLECTION & CROOF DRAIN COURTYARD OON ECTTION RIM 459.71 �� A � p ' IE 456.35 6" IE 450.97 IE 455.61 CONNECT WALL DRAIN p 6" PVC ROOF DRAIN :� COLLECTOR, TYP. ;O� �� 6 PVC ROOF DRAIN & FOOTING DRAIN. DISCHARGE TO SDCB #14 ,' COLLECTOR, TYP. � ,• ■ W W W aS (IS (IS (IS (IS a aS aS aS (IS (IS (IS as aS aS as CS- aS aS as -as- -- -aS W W W � SD W- as-aS - - aS - CS --CIS aS aS aS aS a aS aS _ aS S 4S aS - as. (IS aS - - CS-0 SD.............................................=------ -- -- ....... S (IS -as CIS aS 4S S CIS- CIS-- aS ■ ■ a.. ........ ................... W ; .---...--- - ......� 6 CLEAN- WITH 6 PVC' 6" CLEAN -OUT WITH 6" PVC WALL DRAIN 8 CLEAN -OUT WITH ° WALL DRAIN ; RING AND COVER PER DS S=0.005 FT/FT MIN. DS 6 PVC FOOTING RING AND COVER PER DS 6 PVC WALL DRAIN ING AND COVER PER R� CITY OF EDMONDS CITY OF EDMONDS DRAIN, TYP. S=0.005 FT/FT MIN. 6" PVC FOOTING DS CITY OF EDMONDS ; p ��- - - - � ETAIL SS-200 • co 3:r.............. DETAIL SS-200. DETAIL SS-200 DRAIN, TYP. 1 456.63 o E 452.12 ; IE 455.64 ---, 8" PVC ROOF & 6" CLEAN -OUT WITH 31: COURTYARD COLLECTOR RING AND COVER PER ■- ' NEW BUILDING NEW BUILDING CITY OF EDMONDS j o FFE 460.00 FFE 460.00 DETAIL SS-200 YARD DRAIN IE 451.00 o 6" PVC FOOTING RIM 459.70 ■ 6" CLEAN -OUT WITH 8" IE 456.03 6" PVC FOOTING o RING AND COVER PER DRAIN, TYP. co CITY OF EDMONDS DRAIN, TYP. 8" CLEAN -OUT WITH ; DETAIL SS-200. RING AND COVER PER � 8" PVC COURTYARD 6" PVC ROOF DRAIN IE 456.87 COLLECTOR YARD DRAIN 8" PVC ROOF & CITY OF EDMONDS ; DS COLLECTOR, TYP. RIM 459.70 COURTYARD COLLECTOR DETAIL SS-200 u DS 8" IE 456.48 IE 457.25 ° ' e-.....--- .............................................- . ... .. ... J L...................... ■- J ... ........ ... ........ ..... ...... aS aS aS a ............................ ...........................................--------........... .......... ........a �. ... 1 S as (IS as- as-- aS 2° MIN s Lt- SLOPE /° o SLOPE 2% MIN p TO CENTER o i p - - = - _ TO CENTER - ° `� p PERFORATED PIPE ss - - - - - - k - - ° ■ s co (n . PERFORATED PIPE INSTALL YARD . - DS DS �6" IE 456.65 DS DS DS DS DRAINS AT LOW DS DS 6" IE 456.77 -� o------------------------------- - - ------------------ -- POINTS PER NOTES N ° DS DS DS as DS � YARD DRAIN OS s� w o o ss RIM 459.70 DS `� DS YARD DRAIN DS F - - os �' o �s RIM 459.70 s0/ D5 IE 4 .7 8 56 5 - _ - r-----;----- r F \S 8"IE457.03 I S ° 0� L-- ---- -- --cn J ; � .............................. . -- - - . p .. ...--- \ II II / n p 1 I\J :- DS ill IV DS co cn I DS p / YARD DRAIN DS cn 6" PVC FOOTING YARD DRAIN 6" PERFORATED PVC SURROUNDED r 6" PVC FOOTING "' -'' YARD DRAIN YARD DRAIN RIM 459.70 RIM 459.70 ` RIM 459.70 DRAIN, TYP. RIM 459.70 8" IE 456.48 BY DRAIN ROCK AND FABRIC (SEE cn DRAIN, TYP. " ' r FOUNDATION DRAIN DETAIL) 8 IE 457.40 ; 8" IE 457.20 YARD DRAIN 8" IE 456.75 6" IE 456.65 0 ; �■ 8" PVC ROOF & ■ SLOPE 0.5 /° AT STORM SYSTEM RIM 459.70 I (n `'' 8" IE 457.02 L 6" PERFORATED PVC SURROUNDED r COURTYARD COLLECTOR I BY DRAIN ROCK AND FABRIC (SEE NEW BUILDING FOUNDATION DRAIN DETAIL) r ' FFE 460.00 SLOPE 0.5% AT STORM SYSTEM co � I■ NEW BUILDING p I Q FFE 460.00 i YARD DRAIN RIM 459.70 I 11 : 6" PVC FOOTING cn cn , 8" IE 456.79 6" PVC FOOTING � ° ' ' 6" CLEAN -OUT WITH DRAIN, TYP. � o `� Wo DRAIN, TYP. I RING AND COVER PER CITY OF EDMONDS 8" CLEAN -OUT WITH 6" CLEAN -OUT WITH ' 6" PVC ROOF DRAIN ' DETAIL SS-200 COLLECTOR RING AND COVER PER I � ■ RING AND COVER PER 6" PVC ROOF DRAIN : ❑ -16._ IE 457.99 DS DS `� ° DS DS f cn CITY OF EDMONDS COLLECTOR CITY OF EDMONDS . , p I DETAIL 7 S-200 DETAIL SS-200 I IE IE 457.61 L........................................................... .... .................................................................. .... . -� G . ..... ...... ... ....... ..... .. a..- --- - ................ ..... . .--- .....--.,......---------- I aS - CS --as OS -as (CIS (IS (IS (IS as aS- aIs �, a a as - as GS aS _ aS asas 0$cf)L I m� �J� m� r" J1 �J� J �/� T U) I U) //�, / I - SS SS SS S SS SS SS SS SS SS s SS S SS SS SS / SS S SS SS S Ss SS SS SS SS Vs j - SS P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C2.0 STORM.DWG 1/25/2023 W co F- t0 M N APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION UNPUBLISHED WORK COPYRIGHT© 2023 BY HARMSEN & ASSOCIATES INC. I REVISIONS rn00 r- cr i Lf) n� 0) OR* WO M u7 O W C) 00 O W Z W O \ toO CO N W M Z � W LxaL 0 LU r W H N 1- W W CC H ct N r- N Z N ao 0) Qua Q OO W m • M Z Lf)IVIW O N ra EN Q P PRO ti h� Q a O W � U J cf) W J LLJ Z U cj� LV = LU 0 Z a W z _ N 2 0 C�a�w Z Q cm 00 z H _ 0 O O LL ca LL O oc DATE: 1 /25/23 JOB #: 21-208 Know what's below. Call before you dig. C2m4 9 6" TALL CONC. CURB (UNDER WOOD TRASH ENCLOSURE FENCE), CONIC. PAD (SLOPED) AND CONIC. APRON (SOUTH / OUTSIDE OF DOUBLE GATES) PLACE CURB OPENING AT NORTHEAST CORNER TO SHEETFLOW TO EAST V€GETATIVE A EA EXISTING & PROPOSED ELEV 463.56 TOP=463.57 j TOE=458.91 CONCRETE WALL PER STRUCTURAL PLANS TOP=463.64 / TOE=459.07 END WALL INTO EXISTING SLOPE TOP=464.90 TOE=461.49 I � 5 FT TEMPORARY CONSTRUCTION �I EASEMENT FOR WALL CONSTRUCTION CONCRETE WALL PER STRUCTURAL PLANS TOP=465.81 TOE=462.02 A, I I I TOP=465.67 TOE=462.25 END WALL INTO EXISTING SLOPE SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. DUMPSTER PAD SLOPE EASEMENT TO 3 WITH 6 FT APRON :3.0 PER DETAIL LANDSCAPE BLOCK WALL EXISTING FENCE LINE TOP=463.06 AT BACK OF CURB, TOE=460.04 2.8 FT MAX HT WHEEL STOPS, �E �49, �` - TYPICAL 459.�- - - - - - - - �F-- - CONNECT TO EXISTING WALK EXISTING & PROPOSED .44 ail! -'7/ 0 0_ A59.23 45814 . / 20' WIDE I \ ' 90 8'00 \ o i / / ---- I DRIVE AISLE\o - I 3 5°/�1.06% 1.048.70/ EXISTING & PROPOSED .6% \ I / / 459.30 / ELEV 464.65 I I 0- 0- 0- 0 \ o_ I \ a z cn W W F- U H o CC N ADJUST EXISTING SSMH RIM TO PROPOSED GRADE �1b / ADJUST EXISTING / SSMH RIM TO PROPOSED GRADE O I R.O.W. CENTERLINE u 0 458.7CD 0 0 I / PAVEMENT ARROW o PROVIDE CURB BREAK, I SITE CURB SHALL BE -- __ 458.15 `C I j 460. 460.50 ADJUST EXISTING � � � _, MARKINGS PER CITY OF DETECTABLE WARNING STRIP ) I SSMH RIM TO POURED IN PLACE I I� - EDMONDS DETAIL TR-566 � v A AND CONCRETE WALKWAY FROM / I PROPOSED GRADE VERTICAL CONCRETE CURB �\ PAINTED CENTERLINE PROPERTY LINE TO CROSSWALK I I �I EXISTING &PROPOSED SPORT COURT I ELEV 456.96 PROVIDE CURB BREAK, DETECTABLE I WARNING STRIP AND CONCRETE SPORT COURT PAVING PER WALKWAY TO PROPERTY LINE. ALIGN 1�00: .- I ARCHITECTURAL_PLANS WALKWAY WITH FELLOWSHIP HALL DOOR. / STORMWATER TO FLOW AND DISCHARGE TO ON -SITE CATCHBASINS I 470 WO D FENCE 470 CONCRETE RETAINING WALL _ z W 4 28.7- _ 6.8' 460 z I m 460 0- CURB � 3:1 PLANTER a_ 450 450 0+00 0+10 0+20 0+30 0+40 0+50 0+60 WALL SECTION A - A SCALE: H: 1 "=10' V: 1"=10' P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C3.0 PAVING.DWG 1/25/2023 �x XZ 3" MINIMUM COMPACTED DEPTH HMA 6" MINIMUM COMPACTED DEPTH CSBC, COMPACT TO 95% OF ASTM D-1557 COMPACT SUBGRADE TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557. PLACE STRUCTURAL FILL IF REQUIRED PRIVATE ASPHALT PAVING SECTION SCALE: NONE 0 20 40 Feet BASIS OF BEARING: SOUTH LINE OF NE QUARTER OF SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST BEARS NORTH 55°55'50" WEST PER CITY OF EDMONDS LOT LINE ADJUSTMENT PLN2018-0027 - AFN: 201809215002 VERTICAL DATUM NAVD 88 GEOID 12 ESTABLISHED BY GIPS BENCHMARKS: TBM #1: PK NAIL SET @ NW CORNER OF NORTH PARKING LOT FOR CHURCH ON PARCEL NO. 0057670002508, 62' EAST OF SE CORNER OF RAISED BED PLANTERS AREA, ELEV=459.33' TBM #2: NORTH RIM OF SEWER MANHOLE, 20' WEST OF CENTERLINE OF GRAVEL DRIVEWAY ENTRANCE TO SITE ELEV=458.29' NOTES: 1. SIDEWALK PER WSDOT F-30.10-04. 2. CURB AGAINST SITE WALKWAYS SHALL BE MONOLITHIC CEMENT CONCRETE CURB AND WALK PER WSDOT F-30.10-04. 3. SITE CURBS SHALL BE EXTRUDED CONCRETE PER WSDOT F-10.42-00. 4. SITE ADA RAMPS PER F-40.15-04 WITH DETECTABLE WARNING. FIRE LANE NOTE: 1. CURB TO BE PAINTED YELLOW. 2. MINIMUM 3-INCH HIGH & 1/2" STROKE, BLACK, "FIRE LANE - NO PARKING" SPACED NO MORE THAT 30 FEET ON VERTICAL FACE. FIRE LANE MARKING #4 REBAR 12" O/C EACH WAY a a a a as 8" MINIMUM DEPTH CONCRETE (4,000 PSI) 4" MINIMUM COMPACTED DEPTH, CSBC, COMPACTED TO 95% OF MODIFIED PROCTOR DENSITY SUBGRADE, COMPACTED TO 95% MODIFIED PROCTOR DENSITY a *6" MINIMUM DEPTH CONCRETE AT DUMPSTER PADS a a � a � a a e C3 *4" MINIMUM DEPTH CONCRETE (3,000 PSI) 4" MINIMUM COMPACTED DEPTH, CSBC, COMPACTED TO 95% OF MODIFIED PROCTOR DENSITY SUBGRADE, COMPACTED TO 95% MODIFIED PROCTOR DENSITY PRIVATE CONCRETE WALKWAY SECTION SCALE: NONE PRIVATE HEAVY CONCRETE PAVING SCALE: NONE APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: Im CITY ENGINEERING DIVISION UNPUBLISHED WORK COPYRIGHT © 2023 BY HARMSEN &ASSOCIATES INC. I REVISIONS co co r co" M � M W O , O T , V7 O W CM 00 O m o \ O O co z Q W Cn w _o Uj w ._ F- N I- W W cc cn N N - z -• 00 O Q cG T u, `CQ �Xw NOO W m cc • �O CV z ra EN TO P �tiM E 00017 0 W_ � J J�ccnna WZF z LU2X a z O pC M p a ca = a 0 r Z a � W Z o Q F 0 O DATE: 1 /25/23 JOB #: 21-208 Know what's below. Call before you dig. C3mO 9 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. 458.12 /\A � EXISTING & PROPOSED ELEV 456.96 ASPHALT TRANSITION RAMP. 12:1 MAX SLOPE. SEE DETAIL STA 9+99.3, 17.8' LT END FRONTAGE CURB 457.43 457.47 10 00 �S) STA 10+14.5, 17.0' LT 20' WIDE DRIVEWAY APRON PER CITY OF EDMONDS DETAIL TR-543 cy 459 \ ,� 459.90 459.90`, I\ 459.71 459.58 \ I �I 1.9 I I 1.9 /o 457�96 458,38 459 74 457.73 - - -_jWr� 457.96 �458.1�6�T PAINTED, CENTERLINE TO BE RESTRIPED AS REQUIRED PRIOR TO PROJECT COMPLETION 236TH STREET SW FRONTAGE IMPROVEMENTS PLAN SCALE:1" = 20' Cam My . 459. I l 100, 4.9% 459.81 59 88- 59;51, 1 459.39 4�9.88 4.9% ; I i1 % i1:9%' S 459.4 .b8 4°1 0 - - 45 1 �s8 1 459 is ;t458.41 459-457.93 45W 458.41� 458.26 458 OQ 11 00 SEE LANDSCAPE PLANS FOR PLANTING REQUIREMENTS 2' MINIMUM SAWCUT AND REMOVAL OF EXISTING ASPHALT PER CITY OF EDMONDS DETAIL GU-410 . [ - --- 1 FRONTAGE SIDEWALK PER CITY OF EDMONDS i STANDARD TR-531 DS�' z FRONTAGE CURB & GUTTER PER CITY OF EDMONDS DETAIL TR-520 458.31 -458046, j EXISTING & PROPOSED ELEV 458.44 CONNECT TO EXISTING WALK. REPLACE IN FULL SECTIONS IF REPLACEMENT IS NECESSARY 457.53 STA 11 +94.3, 17.8' LT BEGIN FRONTAGE CURB CONNECT TO EXISTING ` + I -- 12+00 R.O.W. CENTERLINE h SAWCUT & PATCH PER CITY OF EDMONDS STA 11+63.3, 16.9' LT DETAIL GU-410 20' WIDE DRIVEWAY APRON PER CITY OF EDMONDS DETAIL TR-543 N + LO 0 LO + 465 z J >- L N Y CD rn M U L �Lo u Q w 465 J p I, LIDQ w +� rl (n >_ Wp d II > II > m PROPOSE CURB uJ rl II Q LU r II > Q � a w w FLOWLIN PROFILE w w cn w ML 460 w w mL 460 w 1. 5% 0.1L4% (D w L APPROXIMATE GRADE BREAK STA = 10+00.00 455 ELEV = 457.406 EXISTING GROUND 455 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 236TH STREET CURB FLOWLINE PROFILE SCALE: H: 1 "=20' V: 1 "=5' NEW PAVEMENT ±2.0' (VARIES) 2.5' I 5' 5' ACTIVITY SIDEWALK PLANTER ZONE NOT TO NOT TO 3 EXCEED EXCEED 2% ° /-� 2% 3 30' RIGHT OF WAY EXISTING PAVEMENT (WIDTH VARIES) RE -PAINT CENTERLINE MINIMUM 11' LANE �I SIDEWALK PER -J L 2' MINIMUM SAWCUT AND REMOVAL OF EXISTING DETAIL TR-531 ASPHALT PER CITY OF EDMONDS DETAIL GU-410 SEE LANDSCAPE PLANS FOR ASPHALT PAVING PLANTING REQUIREMENTS PER DETAIL TR-505 AND PER DETAIL TR-505 CONCRETE CURB & GUTTER PER DETAIL TR-520 FRONTAGE IMPROVEMENTS SECTION SCALE: NONE R.O.W. CENTERLINE 0 20 40 Feet MERIDIAN: NAD 83 BASIS OF BEARING: EAST LINE OF NE 1/4 OF SECTION 33, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M. BEARS NORTH 02°07'00" EAST PER RECORD OF SURVEY AFN: 201907085001 VERTICAL DATUM NAVD 88 GEOID 12A ESTABLISHED BY GPS BENCHMARKS: TBM #1: MAGNETIC NAIL SET IN SOUTH EDGE OF SOUTH SIDEWALK OF 156TH ST NE 23.6' WEST OF EAST END OF SIDEWALK (PT #12 FB1225/95) ELEV=111.13' TBM #2: MAGNETIC NAIL SET IN SOUTH EDGE OF SOUTH SIDEWALK OF 156TH ST NE 46T WEST OF EAST END OF SIDEWALK (OLD JOB 19-220 RILEY) (PT #13 FB1225/95) ELEV=111.88' LEGEND ASPHALT PAVING CONCRETE SIDEWALK/ CURB SAWCUT EXISTING ROAD APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: im CITY ENGINEERING DIVISION REVISIONS V, V, r O Ln M 00 � W O , , � M V7 O T O W M 00 O O O \ O O co Z Q W ct) LL O T W N I- W W CC N I- r- cn N 00 Z (3) Q OLO aQ C T G XLL NOOK W W CC Z �o N lzikra EN TON''-y "AllW Cs �� P 0 F � 0 J W LL J � W a a w Z a w w =o LU 0 0 m 0 H = a L0 0 Z a c W LL O DATE: 1 /25/23 JOB #: 21-208 Know what's below. Call before you dig. C3ml i P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C3.1 FRONTAGE PLAN.DWG 1/25/2023 UNPUBLISHED WORK COPYRIGHT ©2023 BY HARMSEN & ASSOCIATES INC. 4' WIDE X 10' HIGH TYPE-1 LANDSCAPE � 15' RS ZONE SETBACK RETAINING WALL TRASH ENCLOSURE 4' BUFFER RETAINING WALL F TALL WOOD PRIVACY FENCE P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C3.2 PARKING PLAN.DWG 1/25/2023 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. APN: 00576700002700 ET AL CAM„ —, kI— AST, , IHKKUVV MHKKINI3, I YF'ILAL ADA PAVEMENT MARKING PER WSDOT STD PLAN M-17.10-02, TYPICAL ELECTRIC VEHICLE ACCESSIBLE SIGN AT ACCESSIBLE VAN PARKING SPACE, POST OR WALL MOUNTED, AS REQUIRED BY CITY OF EDMONDS AND STATE OF WASHINGTON, TO BE DETERMINED WITH OWNER / ARCHITECT. COPY TO COMPLY WITH ADA ACCESSIBILITY GUIDELINES AND ICC/ANSI A117.1. DRIVEWAY 'ENTRANCE' SIGN AT EAST DRIVEWAY ENTRANCE, POST MOUNTED, DO NOT BLOCK VISIBILITY FOR PEDESTRIAN SAFETY. DRIVEWAY 'PRIVATE PARKING' SIGN AT EAST DRIVEWAY ENTRANCE, POST MOUNTED, DO NOT BLOCK VISIBILITY FOR PEDESTRIAN SAFETY. LLJ LIJ F— CO C'7 CN DRIVEWAY 'EXIT ONLY' SIGN AT WEST DRIVEWAY EXIT, POST MOUNTED, DO NOT BLOCK VISIBILITY FOR PEDESTRIAN SAFETY. 0 20 40 Feet BASIS OF BEARING: SOUTH LINE OF NE QUARTER OF SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST BEARS NORTH 55°55'50" WEST PER CITY OF EDMONDS LOT LINE ADJUSTMENT PLN2018-0027 - AFN: 201809215002 VERTICAL DATUM NAVD 88 GEOID 12 ESTABLISHED BY GPS BENCHMARKS: TBM #1: PK NAIL SET @ NW CORNER OF NORTH PARKING LOT FOR CHURCH ON PARCEL NO. 0057670002508, 62' EAST OF SE CORNER OF RAISED BED PLANTERS AREA, ELEV=459.33' TBM #2: NORTH RIM OF SEWER MANHOLE, 20' WEST OF CENTERLINE OF GRAVEL DRIVEWAY ENTRANCE TO SITE ELEV=458.29' FIRE LANE NOTE: 1. CURB TO BE PAINTED YELLOW. 2. MINIMUM 3-INCH HIGH & 1/2" STROKE, BLACK, "FIRE LANE - NO PARKING" SPACED NO MORE THAT 30 FEET ON VERTICAL FACE. FIRE LANE MARKING PARKING STALL STRIPING TO BE 4" WIDE WHITE PAINT. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: im CITY ENGINEERING DIVISION UNPUBLISHED WORK COPYRIGHT © 2023 BY HARMSEN & ASSOCIATES INC. REVISIONS co co r O M � O � M W O , O � , In O W CM 00 (00 Z W m 0 > c0 O co z Q W Cn LL O Uj W ._ F- N I— W W cc I— N r` cn N 00 Z O C T Q WIn G `Q X NOO W m LL cc LOO 04 Z ra EN TO 00017 0 J W z cn J cn Q J a L1J Z W a�mo 0 0 c') 0 J = Q N 0 C�aT w° z o za00 � a a O DATE: 1 /25/23 JOB #: 21-208 Know what's below. Call before you dig. C3m2 9 RING AND COVER PER COE STD DTL GU-420 FOR CURB AND SPLASH LINE ONLY: FRAME AND GRATE PER COE STD 2"-6" CONCRETE RISERS DTL SD-320 SERIES USING NON -SHRINK GROUT, PROVIDE SMOOTH FINISH INSIDE AND OUT 8" MIN 18" MI, TOP SLAB HANDHOLDS (2) r77 SEE COE STD DTL GU-423 OR ".'.]20'X24" 24" DIA 6" MAX t POLYPROPYLENE SAFETY STEP/LADDER 12" D.C. (SEE NOTE 6 & 7) 48 54 60 72 OR 96- cli SAND COLLAR OR KOR-N-SEAL AROUND PIPE Ell 2'-0' MIN 1. 4 MAX 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 Y MIN CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN CLEARANCE. 1 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" C8, 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. 1 6. STEP AND LADDER MAY BE USED IN LIEU OF POLYPROPYLENE SAFETY STEPS. SEE COE STD DTL GU-423. 7. STEP AND LADDER SHALL BE ORIENTED TO AVOID INSTALLATION ABOVE PIPE. RNSION DATE CATCH BASIN, TYPE 11 OCTOBER 2021 CITY OF EDMONDS 4819, 5499, 6099, PUBLIC WORKS 72", & 969' STANDARD DEPARTMENT I DETAIL APPROVED BY: R. ENGLISH SD-300 0) 0 z Lj Li 6* MIN La z 0 N Li a- 12- 6' MIN SEE COE STD DTL GU-410 BEDDING MATERIAL (1-1/4- MINUS) CRUSHED SURFACE BASE COURSE (SEE NOTE 2 BELOW) FOUNDATION (IF REQUIRED) SEE NOTE 4 NOTES: 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE * 18" OR LESS FOR 6' AND SMALLER DIAMETER PIPE * 24" FOR 8" DIAMETER PIPE * 36" FOR 12' DIAMETER PIPE * O.D. PLUS 18* FOR PIPE LARGER THAN 12" NOMINAL DIAMETER 2. REFER TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL GRADA71ON 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. REVISION DATE CITY OF EDMONDS APRIL 2021 TYPICAL TRENCH SECTION PUBLIC WORKS STANDARD - ------ DEPARTMENT DETAIL est. 181;c� APPROVED BY: R. ENGLISH GU-400 I P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C4.0 STANDARD DETAILS.DWG 1/25/2023 SECTION 31 , TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. FLOW CONTROL-\ STRUCTURE 4.5" PVC PIPE* NON -SHRINK GROUT 1-0, MAX CONTROL DEVICE ASSEMBLY TO BE COUPLING PVC REMOVABLE FROM (OPTIONAL) STUB* INSIDE THE FCS SET SCREW TO PREVENT ROTATION INVERT* GASKET (TYIP) g PVC PIPE m PVC ADAPTER* W/ CROSS' -0 DOUBLE GASKET .1 AND ADHESIVE BONDED SAND FINISH ON EXTERIOR. MIN 7" LONG DRILLED ORIFICE IN PVC 114SUE CAULK SPACE BETWEEN CAP PLUG PVC ADAPTER AND PIPE STUB CONNECTION -6c CONTROL DEVICE DETAIL A ORIFICE DIAMETER' CONNECTION AND LADDER OR RAND HOLDS CONTROI DENACE POLYPROPYLENE (SEE DETAIL A) OUTLET PIPE ALLOWABLE OUTLET LOCATION (18(Y to 315') FINISHED GRADE CATCH BASIN V-NOTCH WEIR AS NEEDED*--x PER COE ST SUPPORT (2 REQ'D) CONTROL DEVICE SEE DETAIL A C-4 ELO -PVC PIPE* TEE* SPOOL* r- ELBOW* DR�LLED J OR FICE DIA$ PVC INSIDE CAP PLUG* CINCH ANCHOR n WIRE ROPE WI RE P C UP (SS) U TYPE 11 DEFORMED D DTL 3/8 STEEL SD-300 ROD (SS OR MIN + ALUMINUM) - ADDITIONAL ORIFICE LENGTH TO FIT AS NEEDED* INVERT* 0* MIN PVC PIPE & l'-6* MAX CROSS FLOW CONTROL "liL(LENGTH, STRUCTURE DETENTION PIPE PIPE SUPPORT DIAMETER, DETAjL B M MATERIAL TYPE)* 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. PRFVATELY-OWNED CONTROL STRUCTURES SHALL NOT BE PLACED IN CITY RIGHT-OF-WAY. REVISION DATE FLOW CONTROL JANUARY 2018 CITY OF EDMONDS STRUCTURE PUBLIC WORKS (FCS) STANDARD DEPARTMENT DETAIL SD-301 r APPROVED BY: R. ENGLISH EXISTING HMA MATER FINAL JOINT SHALL BE A NEAT SAW CUT STRAIGHT LINE. ALL EXPOSED VERTICAL HMA CLASS 1/2- -EDGES SHALL BE TACKED NEATLY PER PG 58H-22 WSDOT STANDARD SPECIFICATIONS 5-04.3(4) (SEE NOTES 4 & 5) APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD 5-04.3(4)A. SLOPE EXCAVATION TO AVOID UNDERMINING EXISTING PAVEMENT . m TRENCH WIDTH NOTES: 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 OF 6", AND SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTs NOT EXCEEDING 6". 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" FOR RESIDENTIAL ROADS AND 6" FOR COIIFCTORS/ARTERIALS. 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 SAW CUT AND UNIFORMLY SEALED WITH WSDOT STANDARD SPECIFICATIONS 5-04.3(4)A APPROVED JOINT SEALANT OR APPROVED EQUAL. REVISION DATE TYPICAL HMA AND APRIL 2021 CITY OF EDMONDS UTILITY PATCH PUBLIC WORKS STANDARD DEPARTMENT DETAIL St. JB9Q APPROVED BY: R. ENGLISH GU-41 0 SEE APPLICABLE STANDARD DETAILS FRAME AND GRATE PIPE ALLOWANCES PIPE MATERIAL MAXIMUM INSIDE DIAMETER REINFORCED OR 12' PLAIN CONCRETE ALL METAL PIPE 15' CPSSP* 12* (WSDOT STD SPEC 9-05.20) SOLID WALL PVC 15' (WSDOT STD SPEC 9-05.12.(1)) PROFILE WALL PVC 15" (WSDOT STD SPEC 9-05.12(2)) CORRUGATED POLYETHYLENE STORM SEWER PIPE 2", 4", 6", OR 12* NOTES: RISER SECTION 1. CATCH 13ASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER sk FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF 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. 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-/Fr. 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 VERTCAL EDGE OF CATCH BASIN WALL. REVISION DATE JANLIMY 2018 CITY OF EDMONDS CATCH BASIN TYPE I PUBLIC WORKS STANDARD DEPARTMENT I I DETAIL St. jS9 APPq�VLD BY: R. ENGLISH SD-303 . jS13 1 I' MIN (TYP.) 5' (MIN) 18. (SEE NOTE 7) F WIDTH VARIES (SEE NOTE 6) WIDTH VARIES B/GUTTER (SEE NOTE 8) 2% Lx_ NOTES: NOTE 6) CRUSHED SURFACE BASE -J \--HMA CLASS 1/2" COURSE PER WSDOT STID PG 58H-22 SPEC 9-03.9(3) (SEE NOTES 2 & 3) (SEE NOTE 1) 1. CSBC DEPTH SHALL BE A MINIMUM OF 6" THICK, AND ACHIEVE 95% MINIMUM COMPACTION PER ASTM D 1557. 2. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" THICK, AND ACHIEVE 91% MINIMUM COMPACTION. 3. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. 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 SAW CUT 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 AND CITY STANDARD CONCRETE SIDEWALK DETAIL TR-531 FOR SIDEWALK REQUIREMENTS. 8. REFER TO CITY STANDARD CURB AND GUTTER DETAIL TR-520. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT PUBLIC STREET APPROVED BY: R. ENGLISH REVISION DATE APRIL 2021 STANDARD DETAIL TR-505 FOUNDARY NAME 1/2" LETTERS RECESSED TO BE FLUSH THIS SIDE TO CURB BAR (TYP) 1 7/8- SLOI (TYP) a9h T 2 g 7 - 1/4- FOR MACHINING CLEARANCE /- TH IS BAR 1. THICK SIR or (TYP, 4 PLACES) - BARS 1-5/8- THICK THIS AREA -BARS 1-3/8' -THICK THIS AREA -1 I__-1-1/4" 1 \� I \-LEVELING PADS SEE 8-3/4" x 3/4' x 1/8* DETAIL TOP VIEW BELOW BOTTOM A 23-3/4- F1 -3/8 17-3/4' 2-1/2- 1-7/16- 2' I'l 3/4' 1 R=7-1/4- --1-3/4" 3,14 -1 -3/4' 23-1/2- J 1 17-1/2" J1 SIDE VIEW END VIEW F 3/4- ROUND -11-1/2- -5/8" ELLIPTICAL TANGENT BETWEEN TWO RADII SLOT DETAIL OPTIONAL DESIGN FOR SEE NOTE 1 GRATE OPENINGS ENDS NOTES: 1. SLOT FORMED AND RECESSED FOR 5/8"-11 NC X 2 SOCKET HEAD (ALLEN HEAD) BOLT. 2. GRATE SHALL BE DUCTILE IRON. 3. SHALL CONFORM TO SEC. 9-05.15 OF THE WSDOT STANDARD SPECIFICATIONS. 4. USE HERRINGBONE GRATE IN CURB LINE OF SAGS AND SUMPS. 5. USE FRAME SHOWN IN STANDARD DETAIL REVISION DATE PARKING LOT/ JANUARY 2018 CITY OF EDMONDS AREA GRATE PUBLIC WORKS (HERRINGBONE) STANDARD DEPARTMENT DETAIL SD-324 r APPROVED BY! R. ENGLISH _j 2' MINIMUM SAWCUT R = 1 /2" 5 1/2- SEE NOTE 10 MEIN,, U" 2* OF 5/8" \_6' CSTC OR CSBC PER WSDOT MINUS CSTC 18" STAN DAR D SEE NOTE_1 1 STD SPEC 9-03.9(3) SEE NOTE 13 STANDARD T�?E "A" CLIRB/GLITTIER NOTES: (NOT TO SCALE) 1. CITY INSPECT10N REQUIRED ON FORM WORK PRIOR TO POUR. 2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 3. FULL DEPTH EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE. 4. FULL DEPTH EXPANSION JOINTS SHALL BE PLACED EVERY 10 FEET. 5. FULL DEPTH EXPANSION JOINTS SHALL HAVE 1/2- WIDE PREMOLDED JOINT FILLER. 6. CONCRETE SHALL BE CLASS 3000/COMMERCIAL MIX. 7. FINISH SHALL BE LIGHT BROOM. B. CURB AND CUTTER 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 JOINT TO EXPANSION JOINT, UNLESS OTHERWISE DIRECTED BY CITY ENGINEER. 10. A 2-FT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED WHEN EXISTING PAVEMENT WOULD ABUT NEW CURB/GUTTER. 11. CURB/GUTTER SHALL BE 18- OR AS DIRECTED BY 017Y ENGINEER. REFER TO CITY STANDARD CONCRETE CURB AND GUTTER DETAIL 7R-520. 12. FINAL JOINT SHALL BE A NEAT SAW CUT STRAIGHT LINE. ALL EXPOSED VERTICAL EDGES SHALL BE TACKED NEATLY PER WSDOT STANDARD SPECIFICATION 5-04.3(4) APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD 5-04.3(4)A. 13. CSTC SHALL BE INSTALLED UNDER HMA WHEN HMA SAWCUT IS REQUIRED. CSBC SHALL BE INSTALLED UNDER HMA WHEN FULL ROAD RECONSTRUCTION IS REQUIRED. 14. NATIVE AND GRAVEL SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% MAX DENSITY. REVISION DATE VERTICAL APRIL 2021 CITY OF EDMONDS CONCRETE CURB PUBLIC WORKS AND GUTTER STANDARD DEPARTMENT DETAIL St. APPROVED BY: R. ENGLISH TR-520 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION UNPUBLISHED WORK COPYRIGHT@ 2023 BY HARMSEN &ASSOCIATES INC. I REVISIONS T- Cv) cl) cl) T" 0 00 0) 04 cl r- lr�� Lf) 0) W 0 4 C; a) R* I; 0 W c") 00 Z W 0 W 0 to 0 Ij > c") N W cv) z ct) LL T_ LU LU F- M cn F-:' LU LU CC F- c%4 r- cn z 04 00 0 L0 x cn o < LLF 0 LU m . I= z 0 04 T_ igN TO 0 1V o0`7 cl) LU LLI LL L) LU Z I 0 z LU LU 3: C) 0 cn a. W z 0 co 0 cn 3: c4 2 a z Lc) a T_ Lu z cm 0 00 cn LLI LL 0 0 3: DATE: 1/25/23 JOB #: 21-208 Know whars below. Cal I before you dig. C4mO 9 10" 2-1/2"- �I R=1-1/2" R=1" 1� PLACE SCORE MARKS EVERY 10' L d e q 1" MINJ } DRNEWAY WING OR CURB RAMP SLOPE CONSTRUCT TRANSITION OUT OF HMA PAVEMENT CONCRETE CURB SHALL BE -j EXTEND PAVEMENT 1.3' FROM THE NO LESS THAN 3" IN HEIGHT FACE OF CURB IF NECESSARY TO SUPPORT EXTRUDED CURB m 0 w a NOTES: '-PLACE 6" COMPACTED 5/8" CSTC BELOW HMA EXTENSION 1. NOT TO BE USED IN RIGHT-OF-WAY EXCEPT TO REPAIR EXISTING EXTRUDED CURB, AS APPROVED BY CITY ENGINEER. 2. BONDING AGENT IS THE ONLY ATTACHMENT METHOD TO BE USED BETWEEN HMA AND EXTRUDED CURB. 3. CONCRETE SHALL BE AIR -ENTRAINED CLASS 3000 PER WSDOT STANDARD SPECIFICATIONS. 4. NATIVE AND GRAVEL SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% MAX DENSITY. REVISION DATE CITY OF EDMONDS CONCRETE APRIL 2021 EXTRUDED CURB r + PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs{ 159� APPROVED BY: R. ENGLISH TR-522 4' (TYP)� 12" THERMOPLASTIC STOP BAR (TYPICAL AT CONTROL INTERSECTIONS ONLY) 0 3� 0 U _3i o (SEE NOTE 1) 1' CLEAR SPACE BETWEEN STRIPE AND CURB (TYP) STRIPES SHALL START AND BE CENTERED ON THE ROAD CENTERUNE STRIPES SHALL ALSO BE CENTERED ON LANE DELINEATORS OF MULTILANE ROADS 1' x 8' THERMOPLASTIC STRIPES (TYP) 1' CLEAR SPACE BETWEEN STRIPES �(TYP) NOTES: 1. DIMENSION MAY VARY DEPENDING ON ROAD WIDTH (COORDINATE ACTUAL SPACING WITH ENGINEER) 2. MATERIAL SHALL BE HEAT FUSED LOW PROFILE PREFORM THERMOPLASTIC (90 MILS). - CITY OF EDMONDS r " PUBLIC WORKS DEPARTMENT St. lsgc CROSSWALK DETAIL APPROVED BY: R. ENGLISH REVISION DATE JUNE 2019 STANDARD DETAIL TR-562 IPAWORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C4.O STANDARD DETAILS.DWG 1/25/2023\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C4.0 STANDARD DETAILS.DWG 1/25/2023 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. 1/2" FULL DEPTH EXPANSION 10' JOINT DUMMY JOINT a ° v 4 a d o e 4 4 ° I e a a ° a 4 10' O.C. 5' O.C. PLAN VIEW (NOT TO SCALE) 1' 5' MIN MIN. 2% MAX FULL DEPTH 1/2" EXPANSION CURB/GUTTER SEE STD JOINT MATERIAL g.i DTL TR-520 2% MAX i a a 4 a 4 � d d � 2" MIN 5/8" MINUS CSTC ON SEE NOTES 4 dt 5 NATIVE SUBGRADE BEARING SOIL SEE NOTE 9 SECTION VIEW NOTES: (NOT TO SCALE) 1/8" TO 1/4" 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. CONCRETE SHALL BE CLASS 3000/COMMERCIAL MIX. 3. FINISH SHALL BE UGHT BROOM. DUMMY JOINT 4. SIDEWALK THICKNESS SHALL BE 4". (NOT TO SCALE) 5. SIDEWALK THICKNESS AT DRIVEWAYS AND DRIVEWAY TRANSITIONS SHALL BE 6". 6. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. 7. UDS 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. NATIVE SUBGRADE BEARING SOIL AND CSTC SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 10. ALL EDGES AND JOINTS SHALL HAVE 1/2" RADIUS --PC- REVISION DATE CITY OF EDMONDS APRIL 2021 CONCRETE SIDEWALK _ PUBLIC WORKS STANDARD - DEPARTMENT DETAIL Fsi 189� APPROVED BY: R. ENGLISH TR-531 RESIDENCE 1 12'' CLEANOUT (MAX) (TYP) J Z a 0 w CLEANOUT a WITH 45' BEND AND CAP NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND CONCRETE LEVELING COLLAR 2"t r-FINISHED GRADE Li w w w 0 O (� o. 3 w cr 12" LOCKING COVER SEE NOTE 3 END OF PIPER GRIPPER PLUG (CHERNE 27061 OR APPROVED EQUAL) � WATER TIGHT CAP tie I�'�� Imo^ RISER LEVELINGCOLLAR 45' 45' 12" PVC SLEEVE d,. 6" RISER 4" OR 6" SIDE SEWER 6" WYE AND r 6" CITY STUB GENERAL CLEANOUT DETAIL 45' BEND / 4" OR 6" 12" LOCKING COVER SIDE SEWER CLEANOUT DETAIL SEE NOTE 3 AT PROPERTY LINEICITY EASEMENT E-U, LEVELING COLLAR NOTES: 3- SEE NOTE 4 iv a d ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE - GASKETED. 12" t 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS ONG 12" PVC rEND PRODUCT #00366102 OR APPROVED EQUAL. 6" RISER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: IPE GRIPPER ERNE 270261 IN ROADWAYS PER COE STD DWG GU-424 OR APPROVED EQUAL) • IN SIDEWALK/LANDSCAPED AREAS, ETHER 24"x24'x6" TYPICAL CLEANOUT DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP UNDER ASPHALT OR CONCRETE CONCRETE COLLAR REVISION DATE CITY OF EDMONDS FEBRUARY 2022 SEWER CLEANOUT DETAILS PUBLIC WORKS STANDARD DEPARTMENT DETAIL s{ APPROVED BY: R. ENGLISH S S- 2 0 0 PARALLEL A PARALLEL CURB RAMP PARALLEL B WSDOT STANDARD PLAN F-40.12-03 http://www.wsdot.wo.gov/publications/fulltext/Standards/english/PDF/f4O.12-03-e.pdf COMBINATION CURB RAMP WSDOT STANDARD PLAN F-40.14-03 http://www. wsdot.wo.gov/publications/fulltext/Standards/english/PDF/f40.14-03-e.pdf PERPENDICULAR A PERPENDICULAR B PERPENDICULAR CURB RAMP WSDOT STANDARD PLAN F-40.15-03 http://www.wsdot.wo.gov/publications/fulltext/Standards/english/PDF/f4O.15-03-e,pdf I., - Y 3 SINGLE DIRECTION A SINGLE DIRECTION A (MOD) SINGLE DIRECTION CURB RAMP WSDOT STANDARD PLAN F-40.16-03 http://www.wsdot.wo.gov/publications/fulltext/Stondards/english/PDF/f4O.16-03-e.pdf NOTES: 1O USE WSDOT DETAILS FOR HORIZONTAL LAYOUT, SLOPE, DETECTABLE WARNING SURFACE PLACEMENT. USE COE STD DTL TR-531 FOR ALL OTHER SPECIFICATIONS. OSEE WSDOT DETECTABLE WARNING SURFACE STANDARD PLAN F-45.10-02 FOR DETECTABLE WARNING SURFACE INSTALLATION ON ALL RAMP TYPES OMUST INCLUDE A MIN. 4'X4' STREET LEVEL LANDING (MAX 2% SLOPE ALL DIRECTIONS). REVISION DATE CITY OF EDMONDS MARCH 2O19 mew - CURB RAMPS PUBLIC WORKS STANDARD ` DEPARTMENT DETAIL F APPROVED BY: R. ENGLISH TR-540 1. 18 TRANSITION DRIVEWAY WIDTH 5 STANDARD 1/2- PANEL 11 FULL DEPTH EXPANSION JOINT CONCRETE SIDEWALK Q (TYP) SEE COE STD O DTL TR-531 O 0 O � _9 PLANTER / I S` O \y W y PLANTER i Q CONCRETE CURB DRIVEWAY APPROACH AND GUTTER, SEE FLOWLINE O 3 SIDE SLOPE (TYP) COE STD DTL SLOPE AS NEEDED TR-520 TO MATCH PLANTER DRNEWAY APPROACH GRADES DRIVEWAY APPROACH _ WIDTH VARIES O 5' MIN 8'-12' 2' MIN SAWCUT 7 V� 2% MAX SLOPE . ROUNDING y`��- 6" CONCRETE DRIVEWAY APPROACH 2" 5/8" MINUS CSTC COMPACTED SUBGRADE 10 SECTION A -A NOTES: 0 CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2 CONCRETE SHALL BE CLASS 3000. 3 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 DRNEWAY WIDTH IS LESS THAN 20'. EXPANSION SHALL BE PLACED AT CENTER OF DRIVEWAY. O5 DRIVEWAY WIDTHS TO BE CONSISTENT WITH CITY STD DTL 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. O8 MAINTAIN 1/2" LIP AT GUTTER ADJACENT TO DRIVEWAY APPROACH. 9 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 MINIMUM 5-FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK. REVISION DATE CITY OF EDMONDS DRIVEWAY APPROACH JANUARY 2018 TYPE III PUBLIC WORKS STANDARD DEPARTMENT DETAIL FS{ 159� APPROVED BY: R. ENGLISH TR-543 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION UNPUBLISHED WORK COPYRIGHT © 2023 BY HARMSEN & ASSOCIATES INC. I REVISIONS V, V, r O M � LC) , CA � M W 0 On R* , Ln O W 1- CM 00 (0 0 Z W U0 0 \ to �R / CO N W M Z a W LL" O LU LU W N I- W W cn H N r- N Z N 00 0 C T C Ln a W LU M Z Y/ O 04 ra EN TO O (► \I J R J W W � LL 0 J cf) W Z H Z W = 0 H O�co0 = � z a o Z � W G Q ^ ''� V + LL1 LL O o i U DATE: 1 /25/23 JOB #: 21-208 Know what's below. Call before you dig. C4m 1 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. HOUSING HOPE - ELC FIELD APARTMENTS SHEET INDEX SHEET NO. SHEET DESCRIPTION W1.1 SEWER & WATER PLAN & PROFILE W1.2 OLYMPIC VIEW STANDARD DETAILS W1.3 OLYMPIC VIEW STANDARD DETAILS W1.4 OLYMPIC VIEW STANDARD DETAILS SITE INFORMATION TAX PARCEL 00576700002614 SITE ADDRESS 8215 236TH ST SW EDMONDS, WA PROPERTY SIZE (TOTAL) 1.35 AC OLYMPIC VIEW WATER SEWER DISTRICT CONSTRUCTION DRAWINGS OWNER / APPLICANT BRYCE LEVIN HOUSING HOPE 5830 EVERGREEN WAY EVERETT, WA 98203 (425) 322-3723 brycelevin@housinghope.org ARCHITECT DESIGNS NORTHWEST ARCHITECTS 10031 SR 532, SUITE B STANWOOD, WA 98292 (360) 629-3441 CIVIL ENGINEER DAVID HARMSEN, PE HARMSEN, LLC 125 EAST MAIN STREET, SUITE 104 P.O. BOX 516 MONROE, WA 98272 (360) 794-7811 davidh@harmsenllc.com LAND SUVEYOR RICHARD CARPENTER HARMSEN, LLC 125 EAST MAIN STREET, SUITE 104 MONROE, WA 98272 (360) 794-7811 rinkc@harmsenllc.com BENCHMARKS: 0 1000 2000 TBM #1: PK NAIL SET @ NW CORNER OF NORTH Feet PARKING LOT FOR CHURCH ON PARCEL NO. 0057670002508, 62' EAST OF SE CORNER OF BASIS OF BEARING: RAISED BED PLANTERS AREA, SOUTH LINE OF NE QUARTER OF ELEV=459.33' VERTICAL DATUM SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST NAVD 88 GEOID 12 BEARS NORTH 55°55'50" WEST TBM #2: NORTH RIM OF SEWER MANHOLE, 20' ESTABLISHED BY GPS PER CITY OF EDMONDS LOT LINE ADJUSTMENT WEST OF CENTERLINE OF GRAVEL DRIVEWAY PLN2018-0027 - AFN: 201809215002 ENTRANCE TO SITE ELEV=458.29' LEGEND FOUND MONUMENT IN CASE OO FOUND IRON PIPE AS NOTED 0 FOUND REBAR AS NOTED ® FOUND PLAT MONUMENT BENCH MARK 0 CONTROL POINT 0 CATCH BASIN WATER VALVE W G GAS VALVE &_ LUMINAIRE TRANSFORMER PAD MAILBOX SIGN POST SEWER MANHOLE ❑ T TELEPHONE PEDESTAL z JUNCTION BOX -4 POWER POLE W/ U.G. FEED -0- POWER POLE FIRE HYDRANT ® WATER METER X GROUND SHOT • PROPOSED SSCO FENCE LINE N PROPOSED VALVE GAS LINE t PROPOSED FIRE HYDRANT iL c POWER LINE 1 rlLr PROPOSED AIR VAC P POWER LINE (UNDERGROUND) ' _A PROPOSED BEND VICINITY MAP UP SEWER LINE F1, PROPOSED TEE SCALE: 1" = 1,000' ss STORM DRAIN LINE m PROPOSED METER so TELEPHONE LINE © PROPOSED RPBA T TELEPHONE LINE (UNDERGROUND) — ss— PROPOSED SEWER LINE uT w WATER LINE — w— PROPOSED WATER LINE APPROVED FOR WATER & SEWER CONS7RUC770N OLYMPIC VIEW WATER AND SEWER DISTRICT DISTRICT ENGINEER OR ASSIGNEE DATE SUBJECT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HAVING JURISDICTION REVISIONS co co r O M � (E) O W o C; V � 7 0) Rj O W I,- M 00 O O O \ O O (O (� / cl) cm c) z cr D Q W LL Uj _O W A-H N H W W CC N H r- cn N 00 Z (3) Q W `Q C T G LO X W NOO W m M • Z lo Lr)O N ra EN TON�ti 0 F H U 0 � J C/) W_ p M CC W J�cnnQ �o c W Z�� cnCUC W � co W F- a. � Z W Q O co = a LO 0 Z Q 04 W W 00 W �: O LU = a J O DATE: 1 /25/23 JOB #: 21-208 Know what's below. Call before you dig. W1 ■ 0 P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\W1.0 SEWER WATER.DWG 1/25/2023 UNPUBLISHED WORK COPYRIGHT ©2023 BY HARMSEN & ASSOCIATES INC.' SECTION 31, TOWNSHIP 27 NORTH, RANG CONCRETE WALL PER STRUCTURAL PLANS CONCRETE WALL PER STRUCTURAL PLANS E 4 EAST, W.M. I APPROXIMATE LOCATION OF EXISTING FIRE HYDRANT H I I I� I I� 10, 0 0 RAISt RIM TO o FINAL G DE I T cn cn I � c I EX. SSMH STA 10+27.02, 20.8 LT RIM 458.34 8" IE 448.70 (N,E & W) RAISE RIM TO FINAL GRADE 0 0 n n SSMH-3 RIM=458.31 IE (8" N) IN=448.70 EXISTING GROUND DESIGN GROUND IE (8" E) IN=448.70 IE (8" W) OUT=448.70 460 - - - 460 PROPOSED 2" WATER PROPOSED 4" WATER PROPOSED 4" ATER r PROPOSED 2" WATER \ 455 jl � 455 0 5=0.021 FT/FT PROPOSED 12" STORM PROPOSED 2" WA ER EXISTING 232 LF 8" PVC 450 SSMH-2 450 "SID" SSMH" SS STUB RIM=459.11 SS STUB 1+15 RT SS STUB IE (8" N) IN=453.57 1+39 RT IE 451.31 0+91 RT IE (8" W) IN=453.57 IE 451.87 SS STUB IE 450.83 IE (8" S) UT=453.57 1+22 RT 445 IE 451.47 445 2+40 2+20 2+00 1+80 1+60 1+40 1+20 1+00 0+80 0+60 0+40 0+20 0+00 EXISTING SEWER - PROFILE SCALE: H: 1 "=20' V: 1 "=5' P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\W1.0 SEWER WATER.DWG 1/25/2023 0 20 40 Feet BASIS OF BEARING: SOUTH LINE OF NE QUARTER OF SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST BEARS NORTH 55°55'50" WEST PER CITY OF EDMONDS LOT LINE ADJUSTMENT PLN2018-0027 - AFN: 201809215002 VERTICAL DATUM NAVD 88 GEOID 12 ESTABLISHED BY GPS BENCHMARKS: TBM #1: PK NAIL SET @ NW CORNER OF NORTH PARKING LOT FOR CHURCH ON PARCEL NO. 0057670002508, 62' EAST OF SE CORNER OF RAISED BED PLANTERS AREA, ELEV=459.33' TBM #2: NORTH RIM OF SEWER MANHOLE, 20' WEST OF CENTERLINE OF GRAVEL DRIVEWAY ENTRANCE TO SITE ELEV=458.29' NOTES: 1. FITTINGS ON THE FIRE SPRINKLER LINE PAST THE DCDA VAULT WILL BE PER THE FIRE SPRINKLER DESIGN. APPROVED FOR WATER & SEWER CONSTRUCTION OL YMPIC NEW WATER AND SEWER DISTRICT DISTRICT ENGINEER OR ASSIGNEE DATE SUBJECT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HAVING JURISDIC77ON UNPUBLISHED WORK COPYRIGHT © 2023 BY HARMSEN & ASSOCIATES INC. I REVISIONS co co rO M Ln 0) CM � InWO O W M 00 O m O > O O 0CCI) Z5 m Z D Q W LL o Uj W A- H N I- W W cc cn N N Z 00 O T LID X cno0 W W LL CC LOO Atk . N Z ra EN TO P 0 ;yM E-�] 00017 H U 0 � J � W_ p LU LU J�ccna LU W Z F V a W 2 0 co Z O M 0 J = a N a hoc a C�arw a cm LU Z 00 LU �: LU O v a = J 0 DATE: 1 /25/23 JOB #: 21-208 Know what's below. Call before you dig. W1 ■ 9 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. 3LF8"DI STA 11 +83.4, 298.5' LT 1- 8" DI 45' BEND, FL—\ THRUST BLOCK CONCRETE WALL PER STRUCTURAL PLANS STA 11 +78.9, 302.5' LT 1- 8" DI 45' BEND, FL THRUST BLOCK STA 11 +52.3, 302.0' LT 8"x6" TEE, FL 6" GV, FLxMJ (HYDRANT) THRUST BLOCK 18 LF 6" DI- STA 11 +51.9, 324.2' LT 1- FIRE HYDRANT PER OVWSD DETAIL W-2- PROVIDE GUARD POSTS PER OVWSD DETAIL W-7 STA 11 +36.2, 301.7' LT 2" METER CONNECTION CONCRETE WALL PER STRUCTURAL PLANS STA 10+25.5, 299.7' LT 1- 8" DI 45° BEND, FL THRUST BLOCK STA 11 +83.4, 294.1' LT 1- 8"x4" TEE, FL 1- 4" GV, FLxMJ 1- 8" GV, FLxMJ 1- 8" ADAPTER, FLxMJ PROVIDE 8" SPOOL, LENGTH AS NECESSARY TO PLACE VALVE ON PARKING STRIPE THRUST BLOCK 4" DCDA PER OVWSD DETAILS 15PROPOSED 5 LF 8" DI W-24A & W-24B WATER EASEMENT P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\W1.0 SEWER WATER.DWG 1/25/2023 1 ►,`-jam -'-♦-iL\ w-,VLAmi \ li\LL r\ \ \ \ \ \ \ V \ ®®� :WN rim; STA 10+13.0, 170.8' LT 8"x4" TEE, FL 4" GV, FLxMJ 1- 8" GV, FLxMJ 1- 8" ADAPTER, FLxMJ THRUST BLOCK STA 10+13.2, 147.0' LT—/ 2" METER CONNECTION STA 10+13.5, 127.7' LT_/ 2" METER CONNECTION I I STA 10+13.5, 125.0' LT 8"x6" TEE, FL 6" GV, FLxMJ (HYDRANT) THRUST BLOCK I APPROXIMATE LOCATION OF EXISTING FIRE HYDRANT STA 11 +86.4, 36.2' LT ~ 8"x6" TEE, FL 6" GV, FLxMJ (HYDRANT) THRUST BLOCK STA 11 +86.4, 40.7' LT 8"x4" TEE, FL I 4" GV, FLxMJ 1- 8" GV, FLxMJ 1- 8" ADAPTER, FLxMJ THRUST BLOCK I 4" DCDA PER I ~ OVWSD DETAILS W-24A & W-24B J J J 17 L 8" M M M M y� 1 SD -- D — SID --D — S� SS SgG SS — �SS� 11 LF 4" D1 llllL��L ---- U ----- 100LF8"DI ------ M M M M M M ---------------------- a -- au SD SD SD STA 10+13.6, 119.3' LT 8"x4" TEE, MJxFL 4" GV, FLxMJ THRUSTBLOCK \-9LF6"DI STA 10+01.1, 124.8' LT 1- FIRE HYDRANT PER OVWSD DETAIL W-2 c cn cn co 0 cn STA 11 +86.6, 17.5' LT CUT IN TEE 1- 10 DI TEE, FL SD �— 2- 10" GV, FLxMJ N 2- 10" SPOOLS _ w 1- 8" SPOOL, LENGTH AS REQUIRED TO PLACE VALVE BEYOND CURB 0 1- 8" GV, FLxMJ BLOCK 11 LTHRUST co (1) FDC LOCATION STA 11 +77.0, 36.1' LT 1- FIRE HYDRANT PER OVWSD DETAIL W-2 11 STA 11 +47.0, 17.5' LT 2" METER CONNECTION 11 a BASIS OF BEARING: SOUTH LINE OF NE QUARTER OF SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST BEARS NORTH 55°55'50" WEST PER CITY OF EDMONDS LOT LINE ADJUSTMENT PLN2018-0027 - AFN: 201809215002 VERTICAL DATUM NAVD 88 GEOID 12 ESTABLISHED BY GPS BENCHMARKS: TBM #1: PK NAIL SET @ NW CORNER OF NORTH PARKING LOT FOR CHURCH ON PARCEL NO. 0057670002508, 62' EAST OF SE CORNER OF RAISED BED PLANTERS AREA, ELEV=459.33' TBM #2: NORTH RIM OF SEWER MANHOLE, 20' WEST OF CENTERLINE OF GRAVEL DRIVEWAY ENTRANCE TO SITE ELEV=458.29' NOTES: 1. FITTINGS ON THE FIRE SPRINKLER LINE PAST I THE DCDA VAULT WILL BE PER THE FIRE SPRINKLER DESIGN. 2. FDC PIPING PER SPRINKLER DESIGN. o I0 co II A i 6 STA 10+38.6, 33.3' LT co 1" DCV PER OVWSD DETAIL W-11 0 c0 STA 10+35.9, 33.3' LT -1- 1" IRRIGATION METER PER OVWSD DETAIL W-1A STA 10+14.8, 17.1' LT CUT IN TEE 1- 10 DI TEE, FL 2- 10" GV, FLxMJ 2 10" SPOOLS 0 1- 8" SPOOL, LENGTH AS + REQUIRED TO PLACE o I VALVE BEYOND CURB 1- 8" GV, FLxMJ 0 THRUST BLOCK 0 cn I 0 APPROVED FOR WATER & SEWER CONSTRUCTION OL YMPIC NEW WATER AND SEWER DISTRICT DISTRICT ENGINEER OR ASSIGNEE DATE SUBJECT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HAVING JURISDIC77ON UNPUBLISHED WORK COPYRIGHT © 2023 BY HARMSEN &ASSOCIATES INC. I REVISIONS co co r o M 00 Ln � W O , , � M V7 O � O W M 00 Z W O (D O > O O m V Z D Q W Cn LL Uj o W A- H N I— W W cc N cn N 00 z O u7 �xw NOO W m cc •z Lo 04 ra EN TO �. w P 0 E 'es v U 0 � J cn W p M cc J cn LU cnLU a W Z F c J W 2 p a a�(DZ LUcc LU O m 0 F- F- = a LOcm 0 Z a 0 W LU D U O a J O DATE: 1 /25/23 JOB #: 21-208 Know what's below. Call before you dig. ■ I W1 2l SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. EXISTING GROUND — — — — — — — 1 _ — DESIGN GROUND 60 — 60 \� 455 100LF8"DI 44LF8"DI 114LF8"DI 8"x4" TEE, FL 19 LF 8" DI 126 LF 8" DI 455 CUT IN TEE 1- 10 DI TEE, FL 8"x4" TEE, MJxFL 8"x6" TEE, FL 4" GV FLxMJ 2- 10" GV, FLxMJ 4" GV, FLxMJ 6" GV, LxMJ (HYDRANT) 1- 8" GV FLxMJ 1- 8" DI 45° BEND, FL 1- 8" DI 45° BEND, FL 450 2- 10" SPOOLSTHRUST BLOCK THRUST BLOCK 1- 8" ADAPTER FLxMJ THRUST BLOCK THRUST BLOCK 450 1- 8" SPOOL, LEGT - THRUST BLOCK REQUIRED TO PLACE 4 LF 8" DI VALVE BEYOND CURB 1- 8" GV, FLxMJ THRUST BLOCK 445 1 1 1 445 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 WATERMAIN - PROFILE SCALE: H: 1 "=20' V: 1 "=5' TEE, FL _ �'x4" " GV, FLxMJ GROUND tEXISTING DESIGN GROUND — — — — THRUST BLOCK 460 — _ _ _ — _ _ — 460 \ 1- 8" DI 450 BEND, FL \ 8"x6" TEE, FL THRUST BLOCK 6" GV, FLxMJ (HYDRANT) 3 LF 8" DI THRUST BLOCK 3 LF 8" DI 455 252 LF 8" DI 455 126LF8"DI 25LF8"DI I 17LF8"DI JI 1- 8" 45° BEND, FL 1- 8"x4" TEE, FL CUT IN TEE 6" GV, FLxMJB(HY (HYDRANT) T RUST BLOCK 1- 4" GV, FLxMJ 1- 10 DI TEE, FL THRUST BLOCK 450 1- 0" GV, FLxMJ 1- 8" ADAPTER, FLxMJ 2- 10" GV, F�xMJ — 2- 10" SPOOLS 450 5 LF 8" DI PROVIDE 8" SPOOL, LENGTH 1- 8" SPOOL, LEGTH AS AS NECESSARY TO PLACE I REQUIRED TO PLACE VALVE ON PARKING STRIPE VALVE BEYOND CURB THRUST BLOCK I 1- 8" GV, FLxMJ 445 THRUST BLOCK 445 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 WATERMAIN - PROFILE SCALE: H: 1 "=20' V: 1 "=5' 0 20 40 Feet BASIS OF BEARING: SOUTH LINE OF NE QUARTER OF SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST BEARS NORTH 55°55'50" WEST PER CITY OF EDMONDS LOT LINE ADJUSTMENT PLN2018-0027 - AFN: 201809215002 VERTICAL DATUM NAVD 88 GEOID 12 ESTABLISHED BY GPS BENCHMARKS: TBM #1: PK NAIL SET @ NW CORNER OF NORTH PARKING LOT FOR CHURCH ON PARCEL NO. 0057670002508, 62' EAST OF SE CORNER OF RAISED BED PLANTERS AREA, ELEV=459.33' TBM #2: NORTH RIM OF SEWER MANHOLE, 20' WEST OF CENTERLINE OF GRAVEL DRIVEWAY ENTRANCE TO SITE ELEV=458.29' NOTES: 1. FITTINGS ON THE FIRE SPRINKLER LINE PAST THE DCDA VAULT WILL BE PER THE FIRE SPRINKLER DESIGN. APPROVED FOR WATER & SEWER CONS7RUC770N OL YMPIC VIEW WATER AND SEWER DISTRICT DISTRICT ENGINEER OR ASSIGNEE DATE SUBJECT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HAVING JURISDICTION REVISIONS co co r co" M 00 Ln 0) CM InWO � O W M 00 0(00 Z W m > cl) O to Z D Q W Cn LL Uj o W A- F- N F- LU W CC 04 F- r- cn 04 00 Z O Q W aQ C T G LO X W NOO W m CC • Z Lr) 04 O ra EN TON''-y 0 F P H U 0 � J � W_ p LL OC LU J� cc/) LU w Z F C/) W U) 0 LU F_ z wa = Q N Q LU T w �a Za0N0 LU Fn > D U O a J O DATE: 1 /25/23 JOB #: 21-208 Know what's below. Call before you dig. W1 ■ 3 P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\W1.0 SEWER WATER.DWG 1/25/2023 UNPUBLISHED WORK COPYRIGHT ©2023 BY HARMSEN & ASSOCIATES INC. SIDE SEWER SPECIFICATIONS 1 ALL PRIVATE SIDE SEWER CONSTRUCTION REQUIRES A PERMIT AND THE PAYMENT OF A FEE. THE PERMIT APPLICATION WILL REQUIRE THE COMPLETE LEGAL DESCRIPTION, ADDRESS, AND THE DIMENSIONS OF THE PROPERTY TO BE SERVED. 2. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY MUST BE DONE BY A LICENSED SEWER CONTRACTOR, AFTER PAYMENT OF ALL APPLICABLE FEES AND PERMITS ISSUED BY AGENCY OF JURISDICTION. 3. ALL HOUSE PLUMBING OUTLETS MUST BE CONNECTED TO THE SANITARY SEWER. 4. NO DOWNSPOUT, FLOOR DRAINS, OR STORM DRAINAGE MAY BE CONNECTED TO THE SANITARY SEWER. 5. MATERIAL PIPE -GASKET JOINTED PVC-SOR 35 OR ASTM D-3034 -GASKET JOINTED DUCTILE IRON CLASS 50 FITTINGS-GASKETED PVC ASTM D-3034 -DUCTILE IRON MJ AWWA C153 *ALL FITTINGS MUST BE GASKETED 6. MINIMUM SLOPE: 4-INCH DIAMETER PIPE - 2% (1/4 INCH FALL PER FOOT) 6-INCH DIAMETER PIPE - 2% MINIMUM GRADE MAXIMUM SLOPE: ALL PIPE 45' 7. PIPES SHALL BE LAID IN STRAIGHT LINE BETWEEN BENDS. MAKE ALL CHANGE IN LINE OR GRADE WITH LESS THAN OR EQUAL TO 45 DEGREES. 8. INCREASES IN PIPE SIZE SHALL BE MADE BY MANUFACTURED FITTINGS. 9. PIPE SHALL BE BEDDED FROM UNDISTURBED TRENCH WALL TO UNDISTURBED TRENCH WALL ON EACH SIDE OF THE PIPE AND FROM 2 INCHES BELOW TO 2 INCHES ABOVE THE PIPE WITH PEA GRAVEL. 10. THE SIDE SEWER SHALL BE INSPECTED BY DISTRICT STAFF PRIOR TO BACKFILLING. THE SIDE SEWER SHALL BE PLUGGED AND TESTED BY FILLING WITH WATER OR AIR. LEAKAGE RATE SHALL NOT EXCEED 0.31 GAL/HOUR FOR 4-INCH PIPE AND 0.47 GAL/HOUR FOR 6-INCH PIPE, PER 100 FEET OF PIPE FOR WATER OR MUST MAINTAIN 4 POUNDS OF PRESSURE FOR A MINIMUM OF FIFTEEN (15) MINUTES. A DISTRICT INSPECTOR SHALL OBSERVE REMOVAL OF THE PLUG. 11. SEWER LINES SHALL HAVE A DISTRICT APPROVED CLEANOUT INSTALLED AT EVERY COMBINATION OF FITTINGS TOTALING 90 DEGREES, AT LEAST EVERY 100 FEET. AT EVERY INCREASE/DECREASE IN PIPE SIZE. AND NO MORE THAN 3 FEET FROM THE FOUNDATION OF THE BUILDING. 12. A 6-INCH SIDE SEWER WILL BE ALLOWED TO SERVE A MAXIMUM OF FOUR (4) SINGLE-FAMILY RESIDENCES. 13. A 4-INCH SIDE SEWER WILL BE ALLOWED TO SERVE ONLY ONE (1) SINGLE-FAMILY RESIDENCE. 14. PARALLEL WATER AND SEWER LINES SHALL BE SEPARATED BY 10 FEET HORIZONTALLY WHENEVER POSSIBLE. WATER AND SEWER LINES SHALL HAVE A VERTICAL SEPARATION OF 18 INCHES IF A CROSSING IS NECESSARY. THE SEWER LINE SHALL NOT CROSS OVER THE TOP OF A WATER LINE. 15. RIGHT-OF-WAY RESTORATION SHALL EQUAL OR EXCEED THE ORIGINAL CONDITION, AS APPROVED BY AGENCY OF JURISDICTION. 16. TRENCH BACKFILL UNDER PAVED AREA SHALL BE 5/8-INCH MINUS CRUSHED SURFACING TOP COURSE: FULL TRENCH DEPTHS COMPACTED IN 12-INCH LIFTS. 17. TEMPORARY REPAIRS OF A SIDE SEWER REQUIRE THE SIDE SEWER TO BE CUT AND CAPPED AT THE EASEMENT/ PROPERTY LINE. CAP TO BE PVC PLAIN END PLUG OR OTHER APPROVED WATERTIGHT PLUG. NO MECHANICAL PLUGS. ABANDONMENT OF A SIDE SEWER REQUIRE THE SIDE SEWER TO BE CUT AND CAPPED AT THE MAIN. 18. CONNECTION OF A SIDE SEWER TO AN EXISTING OR NEW STUB REQUIRES A CLEANOUT INSTALLED AT THE EASEMENT/PROPERTY LINE. 19. EXISTING SIDE SEWERS PROPOSED TO BE REUSED MUST BE CCTVD AND VIDEO PROVIDED TO DISTRICT FOR REVIEW. EXISTING SIDE SEWERS REPAIRED BY CIPP MUST BE CCTVD AND VIDEO PROVIDED TO DISTRICT FOR REVIEW OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL SIDE SEWER SPECIFICATIONS 12/1/21 NTS7] DwG No.S-1 SURFACERESTORATION IN ACCORDANCE WITH REQUIRED STANDARDS TRENCH BACKFILL MATERIAL -- SPECIAL PRECAUTIONS TO PROTECT PIPE TO THIS LEVEL, PIPE PIPE BEDDING MATERIAL-� FOUNDATION GRAVEL REQUIRED ONLY UPON OVER EXCAVATING T OR UNSUITABLE MATERIALS TABLE "A" TRENCH BOTTOM DETAIL 6" PIPE -2'-6" 8" PIPE -2'-6" 10" PIPE -3'-0" 12" PIPE -3'-0" 16" PIPE -3'-6" 18" PIPE -4'-0" 24" PIPE -4'-0" MINIMUM TRENCH SEE TABLE "A" [V 18' MIN. w a PIPE BEDDING 6" MIN KEEP TRENCH BOTTOM COMPACTED WITH " UNIFORM GRADE. NO TEMPORARY SUPPORTS I.E. BLOCKS, ALLOWED TO SUPPORT PIPE. TRENCH BOTTOM SHALL BE TO GRADE PRIOR PIPE BEDDING 1 4.. 6" TO PIPE INSTALLATION. DOTES: 1 SURFACE RESTORATION IN ACCORDANCE WITH LOCAL JURISDICTIONAL REQUIREMENTS OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL OLYMPIC VIEW - TRENCH 'SECTION DETAIL DATE SCALE DWG NO. 12/1121 1 NTS 1 S-16 P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\W1.0 SEWER WATER.DWG 1/25/2023 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. (FOR FUTURE DEVELOPEMENT) PLACE 2X4 AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO INSURE 3 FEET EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH HIGH LETTERS STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB INVERT. 8 GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE AND 2X4 STAKE AT OR ABOVE FINISHED GRADE. w Z LOCKING LAMPHOLE COVER J TO BE PLACED AT FINISHED GRADE (SEE STD SEWER w CLEANOUT DETAIL) Q I� a I INSTALL BURIED z METALLIC MARKER TAPE 1 1 3' ABOVE PIPE. TAPE 6" WYE AND 45' BEND SHOULD READ "CAUTION 6LATERAL SEWER LINE BURIED SEWER BELOW". ;� " CARLTON IND., SLOPE- 2% MIN. TO BLACKBURN MFG. CO. OR 50% MAX EQUAL. J� 6" SEWER LATERAL SHALL BE THE _6" TEE. PVC PLAIN END 45' ANGLE OR OTHER SAME MATERIAL AS THE MAIN LINE APPROVED (EXCEPT CONCRETE) PVC, EPDXY �• MAX. WATERTIGHT PLUG LINED D.I., C900 OR HDPE. CONCRETE POURED I SEWER MAIN IN PLACE FOR 1 1" SEWER LATERAL I NOTES_ OVER 15% SLOPE 1. CONTRACTOR TO PROVIDE ALL MATERIALS, TRAFFIC CONTROL, PERMITS, FLAGGING, 4 CONCRETE PIPE: SHORING AND MISCELLANEOUS WORK TO TAP THE MAIN AND INSTALL THE SIDE SERVICE. CUT -IN A NEW TEE WITH MECHANICAL COUPLINGS. ROMAC STYLE "CB" SEWER 2. FOR DUCTILE IRON PIPE IN SADDLE TAPS MAY ONLY BE USED ON RIGHT- OF -WAY & EASEMENTS. CONCRETE PIPE IF GIVEN SPECIFIC USE RESTRAINING DEVICE AS DISTRICT APPROVAL. SPECIFIED BY THE DISTRICT. 5. PROVIDE DISTANCE IN FEET FROM 3. FOR TAPS ON: TEE/SADDLE TO DOWNSTREAM MANHOLE TO DI USE SST ROMAC, SMITH BLAIR, OR THE DISTRICT. FORD TAPPING TEE. PVC, USE ROMAC CB TEE W/SST CLAMP, HDPE CONSULT THE DISTRICT. OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL 03LYMPIC VIEW TYPICAL SIDE SEWER I _ "•� I DATE SCALE --- DWO N0. 11/18/21 NTS S-2 I POURED IN PLACE; 6- MANHOLE FRAME & COVERT 6" 3000 PSI CONCRETE MINA- MIN - COLLAR 8" MINIMUM, OR DEPTH • _ - LID FLUSH •. OF ADJUSTMENT RINGS, WITH ASPHALT .. '., '.. WHICHEVER IS GREATER ADJUSTMENTS 2" OR GREATER TO BE MADE WITH 2' OR 4"X24' DIAM. PRECAST CONC. ADJUSTMENT UNDISTURBED RINGS 8"-20" PLASTER INSIDE AND MATERIAL OUTSIDE FACE WITH 1/2" THICK NON -SHRINK GROUT (NO WOODEN SHIMS) MANHOLE_ FRAME _& COVER POURED IN PLACE 3000 PSI CONCRETE COLLAR SEWER PIPE AAMMPHOLEI CLEAN -GUI INSTALL MINIMUM 3- OF 1/2" HMA. MATCH NEW HMA WITH EXISTING HMA. TACK EDGE & CONCRETE PRIOR TO PLACING HMA SEAL ASPHALT PATCH WITH AR 4000W PAVING ASPHALT CEMENT & SAND AFTER SEALING, ALL MATERIAL REMOVED BELOW HMA IS TO BE REPLACED WITH CONCRETE INSTALL MINIMUM 3' OF 1/2" HMA MATCH NEW HMA W/EXISTING HMA AND VALVE BOX. TACK EDGE & CONCRETE PRIOR TO PLACING HMA. SEAL ASPHALT PATCH WITH AR 4000W PAVING ASPHALT CEMENT & SAND AFTER SEALING. NOTES; 1. A CONCRETE COLLAR IS REQUIRED ON ALL INSTALLATIONS. IN UNIMPROVED OR UNPAVED AREAS, INSTALL THE CONCRETE COLLAR TO FINISH GRADE AS FOLLOWS: MANHOLE: 6 FT DIA. 6 IN THICK LAMPHOLE/CLEANOUT: 2 FT DIA. 6 IN THICK UNLESS OTHERWISE DIRECTED BY THE DISTRICT. OLYMPIC VIEW WATER & SEWER DISTRICT VIEW REVISIONS STANDARD DETAIL VALVE BOX COLLAR DATE SCALE DWG NO. 12 1 21 11 NTS I S-17 II IH J BUILDING BUILDING CLEANOUT NOT Io z TO EXCEED 3FT 0 a f---- FROM CLEANOUT WITH 45' a FOUNDATIONI BEND AND CAP w NOT TO EXCEED 100' _I r BETWEEN CLEANOUTS 12" T SURF CLEANOUT (WYE W/ CAP & LAMPHOLE COVER) If L• H- I LAMPHOLE COVER UJ I TO MATCH EXISTING pl w GRADE 0 Z 12" PVC SLEEVE 6" RISER " WYE AND �7�45' BEND 6" DISTRICT STUB 4" OR 6" SIDE SEWER]-!� CLEANOUT DETAIL AT PROPERTY LINE & BUILDING �LAMPHOLE COVER 6" RISER -- 12" PVC SLEEVE F PVC CAP. REMOVE GASKET PRIOR TO NOTE INSTALLATION. SIDE SEWER JOINTS SHALL BE TYPICAL CLEANOUT GASKETED UNDER ASPHALT _ OLYMPIC VIEW WATER & SEWER DISTRICT !MPIC VIEW REVISIONS STANDARD DETAIL SEWER CLEANOUT DETAIL �� 1 I DAn 11/18/21 1 SCALE NTS I DWG NO. S-3 VALVE BOX W/SLIDE EXTENSION. ALIGN TABS ON LID WITH THE DIRECTION THE FIRE HYDRANT W/ MAIN IS INSTALLED. BLUE,DOUBLE-SIDED MARKER 4" STORZ ADAPTER PLACE OFF CENTER OF ROAD g TOWARDS HYp. PER MANUFACTURERS RECOMMENDATIONS-L 10 MIL, PLASTIC BETWEEN + HYDRANT, BLOCKING AND OVER WASHED ROCK 1/4 C.Y. 1-1/2"�\ WASHED ROCK p 0 "N SET VANE BOX ON ETHAFOAM �3'x3•x4" PAD, 2 THICK (TYP.) CONCRETE PAD RESTRAINED FITTINGS OR n CONCRETE THRUST BLOCi 6 � 4" x 4" x 8" BRICK-'*" UNDISTURBED EARTH, TYPICAL RESTRAINED FITTINGS D.I. PIPE. SIZED PER RUN FROM MAIN SEE DESIGN GUIDELINES - 6" RESILIENT WEDGE GATE VALVE NOTES: 1. REFER TO OVWSD APPROVED MATERIALS LIST FOR MATERIALS TO BE USED. 2 IN AREAS WHERE VALVE IS LOCATED OUTSIDE OF PAVEMENT, STENCIL DISTANCE TO VALVE ON HYDRANT WITH 2" BLACK NUMERALS 6" FLANGED TEE 4" x 4" x 8" BRICK �'� OLYMPIC VIEW WATER & SEWER DISTRICT / 1 REVISIONS STANDARD DETAIL OLYMPIC VIEW - - FIRE HYDRANT ASSEMBLY DETAIL DATE SCALE DWG NO. 11/29/21 1 NTS I W-2 FIB C. _ .. -- - ._....-- FOR PIPE BEDDING EASEMENT USE. NOTES: 1. TRENCH BACKFILL SHALL BE COMPACTED AND TESTED IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND LOCAL REGULATORY REQUIREMENTS. 2. RING AND COVER SHALL BE EJIW MFG. CO. MODEL NO. 00366107. i nrvitir ri VAU-OUT RING & COVER iS STEEL HEAD CAP .5" COVER TO HAVE IANDLE. SEE NOTE 2. VT ETE E NON -HANDLE (LE FOR AREAS 'H FOOT TRAFFIC. IISHED GRADE 'E MATERIAL SAME MAIN LINE DISTURBED EARTH LENGTH DUIRED OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL 03LYMPIC VIEW I LAMPHOLE DETAIL DATE SCALE DWO 00. 1W -----7 11/18/21 NTS S-12 APPROVED FOR WATER & SEWER CONSTRUCTION OLYMPIC NEW WATER AND SEINER DISTRICT DISTRICT ENGINEER OR ASSIGNEE DATE SUBJECT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HAVING JURISDICTION UNPUBLISHED WORK COPYRIGHT © 2023 BY HARMSEN & ASSOCIATES INC. I REVISIONS V, V, TT -,,co" M � O Lf) W O 1 1 In � M W � M O Z W 0(00r� O O (O \ cl) v (� Z W (n LL O T W cn i- W W cc CM cn N O z 011 (D `Q C T G In F- X W NOO W mcr V?Zk z InO 04 ra EN TO P 0 00017 0 Q cc J J cna LULU pH LL 0 LU JPcn LUCCc W Z cf)cn o LU LU Xo OC a 0 pC m0 z LU �� =ago �LU Z a 4 W LU Fn > a v� O = aJ 0 J 0 DATE: 1 /25/23 JOB #: 21-208 0 Know what's below. Call before you dig. W1 ■ 4 NOTES: FILLING, FLUSHING, DISINFECTION AND FINAL CONNECTIONS SHALL BE IN ACCORDANCE WITH THE DISTRICTS "NEW WATER MAIN CHLORINATION, FLUSHING, PRESSURE/LEAK TESTING, SAMPLING AND TIE-IN PROCEDURES. - NEW SECTIONS OF WATER MAIN THAT ARE INSTALLED WHEN EXPANDING A DISTRIBUTION SYSTEM MUST BE SEPARATED FROM THE EXISTING SYSTEM. UNTIL SATISFACTORY FLUSHING, DISINFECTION AND BACTERIOLOGICAL SAMPLING HAS BEEN COMPLETED, THE NEW WATER MAIN MUST BE CONSIDERED CONTAMINATED. AN APPROVED METER AND BACKFLOW PREVENTION ASSEMBLY MUST BE USED ON THE SUPPLYING WATER LINE WHEN FILLING THE NEW WATER MAIN DURING DISINFECTION AND FLUSHING. THE METER AND BACKFLOW PREVENTION ASSEMBLY AND SUPPLY PIPING MUST BE REMOVED DURING HYDROSTATIC PRESSURE TESTING OF THE NEW WATER MAIN. AFTER SATISFACTORY BACTERIOLOGICAL SAMPLE RESULTS ARE OBTAINED FROM THE NEW WATER MAIN, SECTIONS OF CONNECTING PIPE MUST BE INSTALLED BETWEEN IT AND THE EXISTING SYSTEM. BEFORE INSTALLATION, THE INTERIORS OF ALL PIPE AND FITTINGS USED TO MAKE THE CONNECTION MUST BE SWABBED OR SPRAYED NTH A 1X. AVAILABLE CHLORINE SOLUTION. NOTE: REFER TO THE DISTRICTS "NEW WATER MAIN CHLORINATION, FLUSHING, PRESSURE/LEAK TESTING, SAMPLING, AND TIE-IN PROCEDURES" FOR DETAILED PROCEDURES AND REQUIREMENTS. APPROVED RPBA BACKFLOW PREVENTION ASSEMBLY HYDRANT ---ON EXISTING WATER MAIN 2 1/2" SUPPLY HOSE LENGTH AS REOUIRED TEMPORARY CAP / M nn — U1, � {!f3 TEMPORARY NEW HYDRANT TEE TEST BLOCKING OR WATER MAIN RESTRAINED CAP NEW HYDRANT FLUSHING / DISCHARGE ALTERNATIVES NEW -HYDRANT MAY BE USED FOR FLUSHING / DISCHARGE IF TEE IS WITHIN 10' OF THE END 2" I,H. OF PIPE /TEMPORARY TEMPORARY CAP TEST BLOCKING OR RESTRAINED CAP OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL WATER MAIN FILLING DETAIL IIIIA TE SCALY DWG HO. 10 16 18 NTS W- 3 REFER TO DETAIL WO-2 FOR BOX TYPE I 4' TYP. (FROM CURB IN PAVED„AREAS) 3I11" MIN. COVER 2' TYPE K BRASS 2" X 90' EL BRASS FIPT 2" BRASS NIPPLE 4" LONG MIPT 4" X 2' COMPANION FLANGE APT POUR CONCRETE TO SOLD EARTH. CONSTRUCT PER WATER DETAIL W-4. FBLOCKING CONCRETE BLOCK 4' X B" X 16" MIN. (SOLID) APPROVED TEE X 4' FL MAIN DETAIL 3" MIN./ NOTES; 1 LOCATE METER BOX AS DIRECTED IN LOCATION APPROVED BY THE DISTRICT. 2, USE SAME STANDARD FOR LOCATIONS IN NON -PAVED AREAS 2" MALE CAMLOCK QUICK CONNECT COUPLING WITH CAP (DRILL 1/8' HOLE IN CAP) `c •.;7." INSTALL FILTER FABRIC AND 5/8' CRUSHED ROCK AT BASE STANDARD CAST-IRON VALVE BOX DISTRICT APPROVED TEE x 4' FL 4' R/W GATE VALVE FL X FL OLYMPIC VIEW WATER & SEWER DISTRICT 1 IONS STANDARD DETAIL VIEW 2" BL❑W-OFF ASSEMBLY _ DATE SCALE DWG MO. 11/29 21 NTS W-8 P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\W1.0 SEWER WATER.DWG 1/25/2023 CAST-IRON LID J SEE DETAIL WD-13 VALVE BOX TO GRADE 4' FLx R/W GV BEND FLxFL D.I. TEE, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. HORIZONTAL BLOCKING EARING AREA OF BLOCK SQ.FT. � & 90'- IS' 22-1il ENDS BENDS BENDS BENDS Rfel 3,7 6 4 211 10 536 14 9 S NOTES APPROVED RESTRAINED FITTINGS MAY BE USED IN PLACE OF THRUST BLOCKING. LENGTH OF RESTRAINT TO BE APPROVED BY DIST. ALL BLOCKING SHALL BE POURED AGAINST FIRM UNDISTURBED SOIL BEARING AREA AT FITTINGS NOT GIVEN IN BEARING TABLE SHALL BE AS DIRECTED BY THE ENGINEER. WHEN POURING AGAINST PLUGS AND BLIND FLANGES COVER FLANGES & BOLTS WITH 10 MIL PLASTIC TO KEEP CONCRETE OFF BOLTS. LAYOUT TO BE APPROVED BY DISTRICT PRIOR TO CONCRETE POUR. REFER TO OVWSD APPROVED MATERIALS LIST FOR MATERIALS TO BE USED. OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL THRUST BLOCKING DATE SCALY DWO MO. 10 16 18 NTS W-4 2'X6" NIPPLE, (BRASS) MIPT' FRAME W/WATER' UD - OLYMPIC FOUNDRY M/H 12-A-OR EJIW MANUFACTURER COMPANY #00371803 2" TEE (BRASS) APT W/2" BRASS PLUG 4' WNCRETE ' MANHOLE RISER RING 21' N-12 PIPE -� SEE NOTE 3 2'X2' NIPPLE -� (BRASS) MIPT 1% MIN SLOP@ TQ VALVE VALVE MARKER POST AND EXPOSED PORTION OF PIPE PAINTED WITH 2 COATS OF BLUE MILLER PAINTS 13LWO054 OR BLUE RODDA PAINTS EV13D5870 OR EQUAL 180• (GALV) OPEN PATTERN RETURN BEND WITH BEEHNE� STRAINER. 2' UNION (BRASS) a ROUELLER IIOYORD-'. MAIM GRIP JOINT OR AY MCDONALD 4753 MIPT x COMPRESSION ADAPTER. 4' x 2' COMPANION FLANGE FIPT 2" SCHEDULE 20 GALV. IRON PIPE ^\ 18" 24" 2' DIELECTRIC UNION 2'-4' CONC 2' NIPI1'LE 2 99 ELBOW (BRASS) 2" TEE W/2' PLUG WITH 1/8" DRAIN HOLE (BRASS) 1 CU. FT. 1' DRAIN ROCK APCO COMBINATION AIR RELEASE VALVE MODEL NO. 145C OR VALMATIC MODEL 202C.2 OR EQUAL 2' BRASS NIPPLE 90' ELBOW (BRASS) 6' OF 1" DRAIN ROCK NOTES 1 INSTALL AT HIGH POINTS IN THE WATER MAIN. 4 LENGTH OF 2" TYPE K COPPER AS DIRECTED BY LOCATIONS AS DIRECTED BY THE DISTRICT. THE DISTRICT. 2. LOCATE AIR RELEASE DISCHARGE PIPE NEAR 5. SST SADDLE & GATE VALVE IS REQUIRED WHEN INSTALLED PROPERTY LINE OR AS DIRECTED BY THE DISTRICT ON AN EXISTING LARGE PIPE. 3. IN TRAFFIC APPLICATION VAULT SHALL BE FOG TTTE 6. REFER TO OVWSD APPROVED MATERIALS UST 2T OR BROOKS 65-TR WITH STEEL LID STACK AS FOR MATERIALS TO BE USED. REQUIRED. OLYMPIC VIEW WATER & SEWER DISTRICT REVISIT STA D RD DETAIL 2' AIR & VACUUM ASSEMBLY DETAIL_ DATE scALt 171r0 No. 11 /29/21 NTS W-9B SUBSEQUENT! BACKFILL-1_1 INITIAL BACKF SEE TRENCH SURFACE RESTORATION DETAIL m w WIDTH EQUALS PIPE O.D +16" FOR MAIN LINE CONSTRUCTION OR 24" OR LESS FOR SERVICE LINE INSTALLATION NOTE: ASPHAL I RESTORATION SHALL BE IN ACCORDANCE W/ AGENCY OF JURISDICTION i for: SNOHOMISH COUNTY 1 CITY OF EDMONDS TOWN OF WOODWAY BACK FILL MATERIAL SHALL CONSIST OF. 1. 5/8" MINUS CRUSHED GRAVEL COMPACTED TO 95% MAXIMUM DRY DENSITY ASTM D698 METHOD UNDER ASPHALT FOR STREET CROSSING. 2. TYPE "C" MATERIAL WITH CLASS II PLACEMENT AND COMPACTION FOR UNDER ASPHALT RUNNING PARALLEL WITH STREET. 3. TYPE "C" MATERIAL WITH CLASS I PLACEMENT AND COMPACTION FOR STREET SHOULDERS. 4. TYPE "D" MATERIAL WITH CLASS III PLACEMENT AND COMPACTION FOR ALL OTHER AREAS. OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL TRENCH DETAIL 10/16/18 1 NTS TOP VIEW TEST COCKS W/ PVC PLUGS (4 REQ RESILIENT SEATED SHUTOFF VALVES 11 (2 REQ'D) W-6 MIN 12" CLEARANCES AROUND ADEQUATE GRAVITY BACKFLOW PREVENTER - ALL 12" MIN DRAINAGE SYSTEM REQUIRED SIDES, TOP AND BOTTOM 5' MAX W/ APPROVED AIR GAP GROUND FLOOR NOTES: SIDE VIEW 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. MUST BE TESTED AFTER INSTALLATION AND YEARLY THEREAFTER BY WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST RESULTS MUST BE SENT TO THE DISTRICT. (ABOVE GROUND INSTALLATION ONLY) OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL OLYMPIC VIEW REDUCED PRESSURE BACKFLOW ASSEMBLY UP TO 2' (RPBA) DARE 12/1 /21� NTS I owc W-12A REINFORCED CONCRETE MARKER POST STAMPED WITH V AND DISTANCE TO VALVE TO THE NEAREST FOOT STENCILLED WITH WHITE 2" NUMERALS NOTES: I. INSTALL AT ALL VALVES NOT LOCATED WITHIN PAVED AREA. 2. THE LETTER V AND THE WORD WATER SHALL BE CAST IN THE FACE OF THE MARKER FACING THE VALVE WITH THE DISTANCE TO THE VALVE PAINTED ON THE MARKER WITH WHITE ENAMEL PAINT. 3. PAINT THE ABOVE GROUND PORTION WITH 2 COATS OF OLD CAT YELLOW RUST-OLEUM 7448402, MILLER PAINTS 12LWO239 OR EQUAL 4. MARKERS SHALL BE DIRECT BURY. 5. 66" CARSONITE, HANSON TRI-FLEX, OR EQUAL MAY BE USED UPON APPROVAL BY THE DISTRICT. SIDE FRONT VALVE MARKER POST GUARD POST 9' ROUND REINFORCED CONCRETE GUARD POST, 6'-0' LONG MIN. EQUAL TO RENTON CONCRETE PRODUCTS OR 6' DIAMETER DUCTILE IRON PIPE FILLED WITH CONCRETE. INSTALLED ONLY WHERE DIRECTED. / Qt \ FIRE HYDRANT 36' / N �I= \FIRE HYDRANT o Val TIN +- 18" �1 / CONCRETE ll 36" NOTE: GUARD POST IF CONCRETE IS NOT ' SPECIFIED, EARTH BACKFILL TO BE COMPACTED. PLAN NOTES HYDRANT GUARD POST 4 1. WHERE FACE OF CURB IS LESS THAN 3 FEET FROM CENTER 3. PAINT THE ABOVE GROUND PORTION WITH 2 OF HYDRANT, INSTALL MINIMUM 2 AND UP TO 4. COATS OF OLD CAT YELLOW RUST-OLEUM INSTALL GUARD POST AS DIRECTED. 7448402, MILLER PAINTS 12LWO239 OR EQUAL 2. LOCATE GUARD POSTS AS SHOWN ON DRAWINGS 4. HYDRANT GUARD POSTS SHALL BE DIRECT BURY. OR AS DIRECTED BY DISTRICT. DO NOT BLOCK 5. GUARD POSTS ARE INTENDED TO PROTECT HYDRANT ACCESS TO PORTS. FROM SPEEDS LESS THAN 25 MPH, SUCH AS RESIDENTIAL STREETS & PARKING LOTS OLYMPIC VIEW WATER & SEWER DISTRICT RFVI STANDARD DETAIL OLYMPIC VIEW VALVE MARKER / GUARD POSTS DATE 9CUE OWO No. 11/29/21 NITS W-7 APPROVED FOR WATER & SEWER CONSTRUCTION OLYMPIC NEW WATER AND SEWER DISTRICT DISTRICT ENGINEER OR ASSIGNEE DATE SUBJECT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HAVING JURISDICTION UNPUBLISHED WORK COPYRIGHT© 2023 BY HARMSEN & ASSOCIATES INC.' REVISIONS O M � Oi LC) W 0 , � M In OHO W M 00 Z W O O O O O (O \ Z D Q W LL T W i— W i- LLJ W CV CV cf) 00 Z CA Q O aQ C T G � x LLI Woo Wmm • Z LO CV T_ EN TON�ti 3 w' W P O 00007 U 0 It J J c Q W H 0Lu LL It 0 LLI JU)ccnna Wcccc W Z in cn o Lu LU X ad o Oc a 0 pC m0 �C/) =ago �w cm Z a w > CO Fn > a V � O = FL J 0 J 0 DATE: 1 /25/23 JOB #: 21-208 Know what's below. Call before you dig. W1 ■ 5 z ENCLOSURE "HOT BOX" OR EQUAL -' REDUCED PRESSURE BACKFLOW 3: 0 ASSEMBLY (RPBA) 0 a 120 VOLT ELECTRICAL OUTLET o FOR HEAT TAPE, INSTALL HEAT 0- OL TAPE FOR FREEZE PROTECTION. �- 3" MIN 120 VOLT ELECTRICAL UNION OUTLET FOR HEA 3" MIN. " NION CENTER BACKFLOW TAPE. INSTALL HEAT TAPE FOR 3/8"x4" ANCHOR BOLTS O PREVENTER IN ENCLOSURE FREEZE PROTECTION. (PER MANUFACTURER) CONCRETE 5LA8 ? 3" MIN. z (2000 PSI MIN) DRAIN SEE NOTE 5 4" MIN 2 `r FINISHED I GRADE i .. 6" MIN T PVC PVC SLEEVE �6X6 FREE DRAINING GRAVEL- SLEEVE (TYP) W2.9xW2.9 WWF (TYP) (WELDED WIRE TYPE K COPPER------- z SUPPORTS FABRIC) OR APPROVED TYPE K COPPER EQUAL (SIZE AS REQ) n OR APPROVED EQUAL (SIZE AS REQ) CONNECT TO WATER (TYP) METER IMMEDIATELY 7j\ ADJACENT TO RPBA FLOW TO OWNER'S ELECTRICAL PANEL DIRECT BURIAL OR IN RIGID CONDUIT PER ELECTRICAL PERMIT REQUIREMENTS SIDE VIEW FRONT VIEW (METER VIEW (METER SIDE) NOTES: 1. PROVIDE DISTRICT 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 DISTRICT. 4. REDUCED PRESSURE BACKFLOW ASSEMBLIES SHALL BE STATE APPROVED DEVICES. 5. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL FIGURE 6-8. 6. ENCLOSURES SHALL BE LOCATED ON PRIVATE PROPERTY. 7. SLEEVE SHALL BE ONE NOMINAL SIZE DIAMETER LARGER THAN PIPE BEING SLEEVED. OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL REDUCED PRESSURE BACKFLOW ASSEMBLY UP TO 2' (RPBA) DATE 12/1 /21 1 SCALE NTS I DFWG NO. W-12B PLAN GROUND LEVEL -DEVICE- IN591DE_ U1TC�AULT C BILCO WATCH SIZE VAULT DIMENSIONS I VAULT N_0 3" 6'-6"L x 4'-2-W x Wr0 l 577-LA 3'-6' X V-6" SINGLE LEAF 4" 6'-6'L x 4'-2'W x 6'-0"H 577-LA 3'-6" X 3'-6" SINGLE LEAF 6' 8'-0"L x 6'-0"W x 7'-O"H 687-LA 4'-0" X 6'-0" DOUBLE LEAF 6" W-01 x 6'-0"W x 7'-O'H 687-LA 4'-0" X W-O" DOUBLE LEAF 1 MINIMUM INSIDE HEIGHT. ACTUAL HEIGHT MAY VARY AS SITE CONDRIONS DICTATE. PROVIDE ADJUSTING RINGS AS REQUIRED. 2. PROVIDE VAULT WITHOUT CHANNELS AND WITH KNOCK -OUTS FOR WATER PIPING ONLY. 3. HATCH SHALL BE CAST -IN -PLACE AND OFFSET IN LID AS REQUIRED TO PROVIDE ACCESS TO LADDER. HATCH SHALL BE H2O TRAFFIC LOADING RATED, SHALL DRAIN TO VAULT SUMP AND SHALL BE BILCO CO. OR APPROVED EQUAL. ` SEE PAGE 15A FOR MATERIAL LIST AND NOTES. I OLYMPIC VIEW WATER & SEWER DISTRICT - I _ "_/Y. k REVISIONS STANDARD DETAIL OLYMPIC VIEW - 3'-8' DOUBLE CHECK DETECTOR ASSEMBLY DATE SCALE DWG NO. 12/29/21 NTS W-24A IP:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\W1.O SEWER WATER.DWG 1/25/2023\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\W1.0 SEWER WATER.DWG 1/25/2023 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. METER TO BE SUPPLIED AND INSTALLED BY DISTRICT. METER AND SETTER TO BE CENTERED 111 VERTICALLY & HORIZONTALLY IN BOX G, F -CONNECT TO PRIVATE SERVICE. C B 11 II DD 30' MAX. LTEM DESCRIPTION 1.SADDL& COPPER A. SETTER- SERVICE SADDLE CORP. SERVICE B. 1" CORPORATION STOP C. 1" COPPER TUBING D. COPPER METER SETTER E. METER BOX F COMP. x COUPLING (HORIZONTAL OR VERTICAL INLET) G. INSTALL BURIED METALLIC MARKER TAPE. TAPE SHOULD READ "CAUTION BURIED WATER BELOW". CARLTON INDUSTRIES INC., BLACKBURN MFG. CO. OR EQUAL. NOTES: 1. REFER TO OVWSD APPROVED MATERIALS LIST FOR MATERIALS TO BE USED. 2. PROVIDE BLOCK OUT FOR METER BOXES IN DRIVEWAYS. PREAPPROVAL REQUIRED. SEE DWG W-14 OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL WATER METER AND I -INCH SERVICE C❑NNECTI❑N DETAIL DATE SCALE DWfi N0. 11 29 21 NTS W-1A MATERIAL LIST: 1. PRECAST CONCRETE UNDERGROUND VAULT - "UTILITY VAULT COMPANY VAULT": SEE TABLE ON PAGE 14 FOR SIZE REQUIREMENTS. LADDER: HOT DIPPED GALVANIZED BOLT -ON LADDER, #6 REBAR RUNGS ON 12" CENTERS, AND MOUNTING BRACKETS TOP AND BOTTOM. PROVIDE BILCO "LADDER -UP" SAFETY POST. PAINTING: THE INTERIOR OF THE CONCRETE VAULT SHALL BE PAINTED AT THE VAULT MANUFACTURERS WITH ONE COAT OF STEEL COAT DAMP-TEX NO. 22 PRIMER AND TWO COATS STEEL COAT DAMP-TEX DX 110-WHITE. THE EXTERIOR BELOW GRADE SHALL BE PAINTED WITH TWO COATS OF KOOPERS BITUMASTIC BLACK SOLUTION OR EQUAL. 2. STATE APPROVED DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY. EPDXY COATED CAST IRON MAINLINE CASE. STAINLESS STEEL SPRINGS. BRONZE AND STAINLESS STEEL WORKING PARTS. CENTER ASSEMBLY IN VAULT LONGITUDINALLY. 3. SUMP PUMP OR GRAVITY DRAIN AS REQUIRED BY SITE CONDITIONS, TO BE DETERMINED BY THE DEVELOPER AND CONTRACTOR AND REVIEWED AND APPROVED BY THE DISTRICT. FOR SUMP PUMP: 16' DIAM. x 6" DEEP SUMP WITH HYDROMATIC OSP33 SUMP PUMP, PROVIDE ELECTRICAL POWER PER ALL APPUCABLE CODES. CONSTRUCT 1-1 /4" DISCHARGE PIPING ENCASED IN G.I.P. TO NEAREST CATCH BASIN OR APPROVED LOCATION. FOR GRAVITY DRAIN: SUMP DRAIN, ZURN Z-551, THREADED, WITH ZJRN Z-1099 BACKWATER VALVE, THREADED X NO- HUB. 4" C.I. PIPE TO 12" MIN. BEYOND VAULT EXTERIOR WALL. 4" PVC D3034 SDR35, TO DAYLIGHT OR CATCH BASIN AS REQUIRED. 4. ADJUSTABLE STEEL PIPE PIPING SUPPORTS. "STANDON", FROM MATERIAL RESOURCE, HILLSBORO, OREGON, OR EQUAL. 5. DUCTILE IRON PIPE, CLASS 53 CEMENT LINED, FL.x P.E., 4't LONG. 6. 2"x2'xl/4" MIN. WALL THICKNESS SQUARE STEEL TUBE, 6' MIN. LENGTH, SECURED TO VAULT WALL IN FOUR PLACES WITH STAINLESS STEEL ANCHOR BOLTS. 7. JNI-FLANGE ADAPTER. 8. DISTRICT WILL PROVIDE BADGER MODEL 25 , HR-E, 1 CF , 5/8" METER WITH BEACON CELLULAR TRANSMITTER, AND WILL BILL OWNER. CONTRACTOR TO INSTALL METER. NOTES: 1. PROVIDE SHOP DRAWINGS AND SUBMITTALS FOR ALL MATERIALS AND EQUIPMENT TO CROSS VALLEY WATER DISTRICT FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 2. SEE PAGE 15 FOR ELEVATION AND PLAN VIEWS. OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL 3'-8' DOUBLE CHECK DETECTOR ASSEMBLY DATE SCALE DWG NO. 12/29/21 NTS W-24B PROVIDE BLOCK OUT FOR - METER BOXES IN DRIVEWAYS PREAPPROVAL REQUIRED SEE DWG WD 4B THRUST BLOCK SIZED FOR 4" TEE SEE WD-11 10"-12" SEE NOTE B PUBLIC ..1- PRIVATE U I I 3'0" LMIN. " 1 J 36" MIN. COVER 12 COVER MIN, COVER UNDER DITCH ! Q Q MAN _1__ I 1 13 18" 10 14 INSTALL BURIED METALLIC MARKER TAPE. TAPE SHOULD READ "CAUTION BURIED WATER BELOW". CARLTON INDUSTRIES INC., BLACKBURN MFG. CO. OR EQUAL. NO. ITEM DISTRICT 2 4 R W GATE VALVE FL X FL 4" X 2" COMPANION LANCE FIPT) 3 RUELLER 110, FORD GRIP AY MCDONALD 4753 MIPX Q ADAPTER 4 2" PLASTIC CAP SCHEDULE 40 2 BADGER RECORDALL METER SUPPLIED BY DISTRICT R F R TO OVWSD PPRO D A R IS LIST FOR MFTFR BOX TYP 7 2" TYPE K COPPER PIPE (SOFT) 8 CAST-IRON VALVE BOX, 9 2" AY McDONALD 7 7-5H0 08WDFF-776 OR APPROVED EQUAL 10 2' BRASS NIPPLE 6" LONG MIN. (MIPT) 11 2" BRASS 90' ELBOW FIPT 12 2" NIPPLE 3" LONG MIN. 13 2" BRASS -UNION FIPT f 14 2 BRASS SUPPLE 2 MIN. EXTEND TO BACK OF SIDEWALK IF NECESSARY NOTES: A. NO SPLICES ALLOWED UNLESS APPROVED BY DISTRICT. USE MUELLER 110 OR FORD QUICK JOINT. B. OWNERS ARE RESPONSIBLE FOR INSTALLING PRESSURE REDUCER ON THEIR SYSTEM TO PROTECT THEIR FACILITIES FROM HIGH PRESSURE, UNLESS OTHERWISE SHOWN ON DRAWING. C. SURFACE RESTORATION IN ACCORDANCE WITH JURISDICTIONAL AUTHORITY. D. 4" SAND BEDDING REQUIRED ON ALL COPPER. E. ALL FITTINGS SHALL BE "LEAD FREE" OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL .YMPIC VIEW - WATER METER AND 2-INCH SERVICE CONNECTI❑N DETAIL DARE SCALE I MG ND. 11 Z2V21 NTS W-1B TEST EXIST GROUND a RESILIENT SEATED SHUTOFF SIDE VIEW GRAVEL (12" MIN) 1. APPROVED DOUBLE CHECK VALVE ASSEMBLY TO LAY HORIZONTAL WITH GROUND. 2. DESIGNED FOR BACK SIPHONAGE AND BACK PRESSURE. 3. TEST COCKS MUST FACE UPWARDS FROM ASSEMBLY. 4. ALL TEST COCKS MUST BE PROVIDED WITH PVC PLUGS OR EQUAL. 5. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACKFLOW 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. BRAND, MODEL AND SERIAL NUMBER OF ASSEMBLY MUST BE CLEARLY VISIBLE. 10. THE BACKFLOW PREVENTION ASSEMBLY MUST BE APPROVED BY WSDOH/USC. METER BOX -7/ MUST BE TESTED AFTER INSTALLATION AND YEARLY THEREAFTER BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER. THE TEST REPORT MUST BE SENT TO THE DISTRICT. OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS I -STANDARD DETAIL - DOUBLE CHECK VALVE ASSEMBLY UP TO 2' DATE Sc"DIMG NIX 11 /29/21 NTS I W-11 APPROVED FOR WATER & SEWER CONSTRUCTION OLYMPIC NEW WATER AND SEWER DISTRICT DISTRICT ENGINEER OR ASSIGNEE DATE SUBJECT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HAVING JURISDICTION UNPUBLISHED WORK COPYRIGHT © 2023 BY HARMSEN & ASSOCIATES UNPUBLISHED WORK COPYRIGHT 2023 BY HARMSEN & ASSOCIATES INC I REVISIONS V, V, r O c) � O In 0 CO) , � In O � O W r- M 00 (DO cO \ V /Y Z Q W LL. O T W F- in H W r W cc N F- r- cn N 00 Z CI) C T G In L X LL Noo WmCC Z In O N r d 1✓N TO r; w' W P 0 ;yM E_ �] 0 0 � J J C/) Q LuLu 0H LL 0 Lu J�cn Wcc W Z cn o Lu LV Xo z OC a 0 pC m0 z Lu �� =aLo �w Z a cm W w > OO > a v� O = aJ 0 J 0 DATE: 1 /25/23 JOB #: 21-208 I>! Know what's below. Call before you dig. W1 ■ 6 SW 1141 NE 1/4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. FD. CONC. MONUMENT IN CASE W/INVERT NAIL INTX C/L 228TH ST SW & 84TH AVE W '° — — 3 I� I� APN: 00576700002501 M. WERBER 23425 84TH AVE W 25.00' I I N 88 5654 " W 440.75' 214.00' APN:00576700002508 EDMONDS LUTHERAN CHURCH 8215 236TH ST SW >T 8 LOT LINE ADJ. PLN2018-0027 AFN:201809215002 440.73' 665_04_ FD. MONUMENT IN WATER VALVE CASE W/4" BRASS DISK MKD "CITY OF EVERETT" INTX 236TH ST SW & 84TH AVE W HELD AS CENTER OF SECTION LEGEND x PK NAIL FOR CONTROL FOUND MONUMENT IN CASE O FOUND IRON PIPE AS NOTED 0 FOUND REBAR AS NOTED � BASKETBALL HOOP ED CATCH BASIN WA TER VALVE W ® IRRIGATION CONTROL VALVE CULVERT END 0D STORM DRAIN MANHOLE n SIGN POST 0S SEWER MANHOLE ALDER TREE CEDAR TREE FIR TREE S_89'06'16" E 228TH ST SW 2669.31' APN:00576700002507 R & R KLEVEN 8306 234TH ST SW � POWER POLE MAPLE TREE GUY ANCHOR WATER FAUCET X X X X x FENCE LINE POWER LINE ss SEWER LINE SD STORM DRAIN LINE RIGH T- OF- WA Y PROPERTY LINE RIGHT-OF-WAY CENTER LINE - - SECTION LINE ur TELEPHONE LINE WATER LINE PER A/B NOT LOCATED t30 29 31 32 CALCULATED PER EDMONDS LOT LINE ADJUSTMENT AFN 201809215002 I I 3 00 �' hIro �� I Q�' 4Y ti 0 , U S 88 56'54" I E FD. REBAR W/CAP 194.58' MKD "EMERALD PLS 30581" \ FD. REBAR W/CAP 0.35' N FD. REBAR W/CAP MKD "RMA LS X4561X" MKD "EMERALD AT CORNER PLS N OF .35' N OF LINE L1 N J 3 SEWER EASEMENT AFN 201906180651 W o I AFN 201910090446 N I !n N I � N 0 0 APN:00576700002614 Z W) o; rn W 00 O N N 0 0 rl v rn cV 3 00 0 N ;V O O a EDMONDS LUTHERAN CHURCH LOT A LOT LINE ADJ. PLN2018-0027 AFN:201809215002 NUMBER BEARING DISTANCE L 1 S 8938'06" E 32.27' L2 N 0022'08" E 16.14' L3 N 4438'06" W 24.42' L4 S 88'S5'50" E 15.00' L5 N 88'55'50" W 17.27' FD. REBAR MKD "CON 41299" LJL4 I 194.34' 236TH ST SW N 88 55'50" W (BASIS OF BEARING) 2660.17' FOR DETAIL - SEE SHEET 2 I I f FD. OPEN IRON PIPE, 0. 3' N I WI J � � �► J W 01 Lo �Q� zl N N 00 to N W rn Ln OY�! a: 00 as Q I I I I I� W FD. REBAR W/CAP MKD RMA LS4561", 0.33' E 0 1995.13' FD. MONUMENT IN CASE " W/BRASS DISK AND PUNCH INTX 236TH ST SW & 76TH AVE W EAST 114 CORNER SECTION 31 1 " = 50' 0 25 50 100 BASIS OF BEARING: CENTERLINE OF 236TH ST SW BEARS BEARS NORTH 55 55'50" WEST PER CITY OF EDMONDS LOT LINE ADJUSTMENT PLN2018-0027 — AFN: 201809215002 VER TI CAL DATUM NA VD 88 GEOID 12A ESTABLISHED BY GPS BENCHMARKS: TBM #1: PK NAIL SET Cap NW CORNER OF NORTH PARKING LOT FOR CHURCH ON PARCEL NO. 0057670002508, 62' EAST OF SE CORNER OF RAISED BED PLANTERS AREA, ELEV= 459.33' IBM #2: NORTH RIM OF SEWER MANHOLE, 20' WEST OF CENTERLINE OF GRAVEL DRIVEWAY ENTRANCE TO SITE ELEV= 458.29' 6`ill:"? wailloyolgF63 1) SURVEY PROCEDURES & EQUIPMENT. SECTION CONTROL: TOPCON GNSS GR-3 RECEIVERS. ON SITE CONTROL AND STAKING: TOPCON GNSS GR-3 RECEIVERS AND/OR FIELD TRAVERSE & 10" TOTAL STATION. 2) THE GPS SURVEY PERFORMED FOR THIS SURVEY MEETS OR EXCEEDS THOSE STANDARDS CONTAINED IN WAC 332-130-160. THE FIELD TRAVERSES USED IN THIS SURVEY MEET OR EXCEED THOSE STANDARDS CONTAINED IN WAC 332-130-090. 3) GPS CONTROL: WASHINGTON STATE REFERENCE NETWORK (WSRN) GPS NETWORK. HORIZONTAL DATUM IS NAD83 (NA2011) EPOCH 2O10.00. VERTICAL DATUM IS NAVD88 GEOID 12A. 3) DISTANCES ARE IN FEET AND DECIMALS THEREOF. 4) ALL CONTROLLING MONUMENTS SHOWN ARE OF RECORD, ARE LOCALLY ACCEPTED AS REPRESENTATIVE OF THEIR PURPORTED POSITIONS, AND WERE VISITED DURING THE COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. 5) THIS SURVEY DOES NOT PURPORT TO SHOW ALL EASEMENTS. UTILITY NOTE: ALL UNDERGROUND UTILITY LOCATIONS ARE BASED ON STRUCTURES LOCATED BY FIELD MEASUREMENTS IN MAY 2021 AND LOCATIONS PROVIDED BY. APPLIED PROFESSIONAL SERVICES 43530 SE NORTH BEND WAY NORTH BEND, WA 98045 (425) 888-2590 THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION PROVIDED. ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. TOP OF SLOPE QUARTER CORNER FOUND LEGAL DESCRIPTION: TOE OF SLOPE (PER RESCISSION BARGAIN AND SALE DEED RECORDED ON AUDITOR'S FILE NO. SECTION CORNER CACL'D 202004070014.) BREAK LINE LOTS A AND B OF CITY OF EDMONDS LOT LINE ADJUSTMENT NO. PLN2018-0027, c c GAS LINE FIRE HYDRANT RECORDED SEPTEMBER 21, 2018 AS RECORDING NO. 201809215002, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. ry CABLE TV/COMMS ® WATER METER SITUATE IN COUNTY OF SNOHOMISH, STATE OF WASHINGTON. - — — EASEMENT �w WATER MANHOLE SURVEYOR'S CERTIFICATION: - - - - — • • • - DITCH LOCATIONS SHOWN ON THIS MAP ARE BASED ON A FIELD SURVEY BY HARMSEN AND ROCKERY ASSOCIATES ON MAY 11, 2021 AND RECORDED IN FIELDBOOK 1232. BOUNDARY GRAVEL DRIVEWAY INFORMATION IS BASED UPON CITY OF EDMONDS LOT LINE ADJUSTMENT NO. PLN - - - 2018-0027 RECORDED UNDER AUDITOR'S FILE NO. 201809215002, RECORDS OF ASPHALT PAVING I I I SNOHOMISH COUNTY, WASHINGTON. LOCATION SURVEY WAS PERFORMED UNDER MY - + - t - + - SUPERVISION IN CONFORMANCE WITH APPLICABLE STATE AND INDUSTRY STANDARDS CONCRETE SIDEWALK Iol I AT THE REQUEST OF HOUSING HOPE IN MAY, 2021. BUILDING SURVEYORS NARRATIVE,: - - THE BOUNDARY FOR THIS SURVEY IS BASED ON CITY OF EDMONDS I LOT LINE ADJUSTMENT, NO. PLN2018-0027, SNOHOMISH COUNTY FILE NO. 201809215002. - +lolf3��AUDITOR'S I I I 6123121 — I — RICHARD F. CARPENTER, PROFESSIONAL LAND SURVEYOR (DATE) INDEX KEY REGISTRATION NO. 34137 T27N—R4E REVISIONS I I N O N ._ m m 4k � W Z Y m m Q (ij fA fA (A Ilr Ir W 0 Ir C0 U W W >- Z Z W d i Z rn Q v�i Ir W�� 0 k- Mt � 3 � 3 O n Lai N Lu_ Lu 0 ii Q) ? �N_ cp �mr �3 (nQmNow W � =Cr- O -C Q o W �N >V) 0 W Lo (10 Z Lj! 1, Q N W _�� V, N)� �N 00 O DRAWING: I C: \USERS\ROGERL\LOCAL SETTINGS\TEMP\ACPUBLISH-7256\HH 236TH EDMONDS TOPO.DWG 0612312021 UNPUBLISHED WORK COPYRIGHT ® 2021 BY HARMSEN, LLC I SHEET: 1 OF 2 c6 6' VERT. BOARD WOOD 0.3' DI TCH PLANTER --------- _ - 26 _ C 70 16 O GRASS \ \ \ 10' APN: 005 76 700002508 EDMONDS LUTHERAN CHURCH 8215 236TH ST SW " = 20' 0 10 20 40 BASIS OF BEARING: CENTERLINE OF 236TH ST SW BEARS BEARS NORTH 55 55'50" WEST PER CITY OF EDMONDS LOT LINE ADJUSTMENT PLN2018-0027 — AFN: 201809215002 VER TI CAL DATUM NA VD 88 GEOID 12A ESTABLISHED BY GPS 0 440.73' SW 1141 NE 1/4, SECTION 31, TOWNSHIP 4. 7- / 6' VERT. BOARD WOOD / S 885'54" E 440.75' ell GRASS PLANTER 27 NORTH, RANGE 4 EAST, W. M. FD. REBAR W/CAP MKD "EMERALD PLS 30581 " 0.35' N DOUBLE CHERRY I , FD. REBAR W/CAP 6 VERT. BOARD WOOD 11" & 12" FD. OPEN IRON PIPE, 0.3 N 0.7' MKD "EMERALD PLS 30581 " 0.35' N FD. REBAR W/CAP MKD "RMA LS 4561 " •12 "' - - S 11 88 56'S4" E 0.3' \ , � '�_i4 20 _ - - - 2 OM 18 1 F 24. F�30 #8626 - - - - - - - -462_ - M 18 8 16 ' ---- 18 PLANTER - 46-4 - - - - - - _ _ TRIPLE DECIDUOUS ";---------------- 4„-6„ PLANTER ----------------- /"/ ------ _ D--- _ 4-63 __ -------------- _ ---__-------------------__----------- _i------- - ----- --------------- GRASS 24"MAPLE ---------------- -- -462- ---__ i STORY ,--_-- DWELLING ELEC. SERVICE PANEL` `T GRASS 16 \ SSMH RIM=460.82 00 8"PVC N,S & W IE=453.57 to \ M 18 t. W DOUBLE DECIDUOUS ao \ I 16" & 14" SHIPPING N \ \ 1 CON TAINER o N o I \ L I1 I \ I I Q IN II J a I I � 1 I I 3 SEWER EASEMENT AFN 201906180651 M AFN 201910090466 - C 10 NI \ I \ I I ' APN: 005 76 700002614 ' INI , a EDMONDS LUTHERAN CHURCH cn a II , I I I II� I , I I� CB RIM=459.51 #8 4 18" CMP S IE= 455.77 6: PVC IE 457.11 (FULL) o I I cn IN I A \ \ I O I.V.YI. J qzp CB RIM=456.5! R"rnNr N IF=d57 d1 I P: \WORK \PROJECTS\2021 \21-208 HOUSING HOPE EDMONDS\LS\DWG\HH 236TH EDMONDS TOPO DRS.DWG 0510412022 2.4' 6.3' TRIPLE MAPLE 5" - 6" 6' VER T. BOARD WOOD APN:00576700002700 ET AL PARK EDMONDS APT LLC 8123 236TH ST SW ' 3 - 236TH ST S W - 55'50" W (BASIS 1 OF BEARING) 2660.1 /1f' SD Sp SD SD - SD SD �- SD SD SD SD SD SD - SD r SD SD SD - ,N CB RIM=457.91 / 12"GONG E& W ►E=451.8E J d d d d ,DBL. 'YELLOW TRAFFIC C/L 0- S SS \ \ — SqSD D SD SSMH RIM= 455.38 NO MEASURE DOWNS CB RIM= 458.21 d d d 12"CONC. E& W IE=450.33 P P p p p SDMH RIM= 456.19 12"CONC. E & W ►E=448.67 zCB 8"CONC. S RIM=455.95 8"CONC. N IE=451.80 UNPUBLISHED WORK COPYRIGHT ®2021 BY HARMSEN. LLCI N O REVISIONS00 o _ N O N M N M II N c m 3 i Q o W Q W I ci W � Z Z W Z � C Wcl)[L Ms 3 3 O 0 0 4i N UQO J m 3 J O W Q�> 2NW T Q p LEI � _ cry cry � � j 1= Q N O�W O =per OLoS2 DRAWING: SHEET: 2 OF 2 General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2018 EDITION). 2. DESIGN LOADING CRITERIA: DRIVE AISLE PASSENGER VEHICLES . . . . . . . . . . . . . . . . . . . . . . . 40 PSF CONCENTRATED VEHICLE LOAD AASHTO HS-20 CONCENTRATED LADDER TRUCK LOAD (TOTAL VEHICLE/OUTRIGGER). 75 KIP/45 KIP SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE CIVIL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE CIVIL PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION". 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE. 9. ALL STRUCTURAL SYSTEMS, WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED, SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 10.SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. PRECAST CONCRETE MEMBERS REINFORCING STEEL (FOR BOTH CONCRETE AND MASONRY CONSTRUCTION) MANUFACTURED LUMBER (PSL'S, LSL'S, LVL'S) CONTRACTOR SHALL SUBMIT WALL ELEVATION DRAWINGS OF AT LEAST 1/8" = 1'-011 SCALE INDICATING LOCATIONS OF CONNECTION EMBEDMENT'S AND WALL OPENINGS FOR REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WALL ELEVATION DRAWINGS WITH REINFORCEMENT SHOP DRAWINGS. APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPARTMENT. 11.SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED WITHIN TWO WEEKS OF RECEIPT WITH A NOTATION INDICATING THAT THE SUBMITTAL HAS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE SUBMITTED ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. 12.SHOP DRAWINGS OF DESIGN BUILD COMPONENTS INCLUDING CANOPIES, BALCONIES, COLD FORM STEEL FRAMING, TEMPORARY SHORING, CURTAIN WALL SYSTEMS, SKYLIGHT FRAMES, PREFABRICATED STAIR SYSTEMS, EXTERIOR CLADDING, AND PRE-ENGINEERED SYSTEMS SHALL BE STAMPED AND SIGNED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. SHOP DRAWINGS SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO REVIEW OF THE ARCHITECT OR ENGINEER OF RECORD FOR GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE SUBMITTED WITH THE SHOP DRAWINGS. QUALITY ASSURANCE 13.SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTIONS 110 AND 1705 OF THE INTERNATIONAL BUILDING CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION IS REQUIRED UNLESS NOTED OTHERWISE. CONCRETE CONSTRUCTION PRECAST CONCRETE ERECTION PER TABLE 1705.3 PER TABLE 1705.3 PERIODIC INSPECTION: INSPECTION SHALL BE PERFORMED AT INTERVALS NECESSARY TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH REQUIREMENTS. CONTINUOUS INSPECTION: INSPECTOR SHALL BE ONSITE AND OBSERVE THE WORK REQUIRING INSPECTION AT ALL TIMES THAT WORK IS PERFORMED. GEOTECHNICAL 14.FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH OR COMPACTED STRUCTURAL FILL AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB AND SOILS ENGINEER. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE SOILS REPORT. ALLOWABLE SOIL PRESSURE (NATIVE SOILS) 4000 PSF LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) . . . . . . 50 PCF/35 PCF ALLOWABLE PASSIVE EARTH PRESSURE (FS OF 1.5 INCLUDED) . . . . . . 250 PCF COEFFICIENT OF FRICTION (FS OF 1.5 INCLUDED) . 0.3 SEISMI SC URCHARGE PRESSURE (RESTRAINED%UNRESTRAINED) .14H PSF 7H PSF BUILDING SURCHARGE PRESSURE . . . . . . . . . . . . . . . . . .272 PSF/FT SOILS REPORT REFERENCE: RILEY GROUP PROJECT NO. 2021-319-1 DATED JUNE 171 2021 CONCRETE 15.CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c = 31000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. REQUIRED CONCRETE STRENGTH IS BASED ON THE DURABILITY REQUIREMENTS OF SECTION 1904 OF THE IBC. DESIGN STRENGTH IS f'c = 21500 PSI. 16.A CONCRETE PERFORMANCE MIX SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI 318-14, SECTIONS 26.4.3 AND 26.4.4. THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE PAID BY THE GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. 17.ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C2601 C494, AND C618. TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318-14, TABLE 19.3.2.1 MODERATE EXPOSURE, F1. 18.REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1) , GRADE 60, FY = 60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. SPIRAL REINFORCEMENT SHALL BE DEFORMED WIRE CONFORMING TO ASTM A615, GRADE 60, FY = 601000 PSI. 19.DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI 315R-18 AND 318-14. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318-14, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 20.CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 311 FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER). . . . 2" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER) . 1-1/211 21.CONCRETE WALL REINFORCING --PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE: 8" WALLS #4 @ 12 HORIZ. #4 @ 18 VERTICAL 1 CURTAIN 10" WALLS #4 @ 18 HORIZ. #4 @ 18 VERTICAL 2 CURTAINS 22.CAST-IN-PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND PRECAST. 23.PRECAST PRESTRESSED CONCRETE UNITS SHALL BE DESIGNED BY THE MANUFACTURER FOR THE LOADS AND SPANS SHOWN ON THE PLANS. MANUFACTURER SHALL DESIGN FOR SPECIAL CONDITIONS AT OPENINGS AND BLOCK -OUTS SHOWN ON STRUCTURAL, ARCHITECTURAL AND MECHANICAL DRAWINGS. DESIGN AND FABRICATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS FOR THE UNIT FURNISHED AND ACI STANDARD 318-14. SUBMIT COMPLETE DESIGN CALCULATIONS AND SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. ALL SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PRECAST CONCRETE MEMBERS SHALL BE ADEQUATELY BRACED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONTRACTOR SHALL PROVIDE ANY EXTRA REINFORCEMENT, INSERTS, LIFTING DEVICES, PRESTRESSING, ETC., REQUIRED FOR HANDLING AND ERECTION. 24.NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3000 PSI MINIMUM). HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360.629.3441 P.O. Box 1270 10031 SR 532, Suite B Sl_.od. WA 98292 www.de=1gn,ow.com 10 L ENONEMN SEATTLE 2124 Third Avenue, Suite 100 Seattle, WA 98121 TACOMA 934 Broadway, Suite 100 Tacoma, WA 98402 CENTRAL WASHINGTON 206.443.6212 414 N Pearl Street, Suite 8 ssfengineers.com Ellensburg, WA 98926 Copyright 2022 Swenson Say Faget - All Rights Reserved co N 0 00 UUrn am Cn O FMz 0 0 Q LU w C') J Z LU co FEEw w C/) LL O M N L0 LUN PERMIT SET ISSUE DATE: SEPTEMBER 30, 2022 REVISION SCHEDULE Rev # I Date Description 2 1 01-04-23 1 Permit Resubmittal CONTENTS: GENERAL STRUCTURAL NOTES SCALE: DRAWN: DJN CHECKED: RHR PROJECT NO: 12034-2021-01 SHEET: Simi 0 0 N 8/S3.1 1011 CONIC. WALL A 6/S3.1 PROVIDE REINF. PER 10/S3.1 POUR SLOTS PER 3/S3.1 �)Ill, PLAN MANUF. TYP. El 11 11 El El 11 11 El El 11 11 El El 11 11 El El 11 11 El El 11 El Ll El El Ll Ll El El Ll Ll El El El 11 11 11 11 11 11 11 11 11 11 11 11 11 El El 11 11 El El 11 11 El El 11 11 El EI 11 11 El El 11 11 El El 11 11 El El 11 11 El El 0 0 11 El 11 11 El El 11 11 El El 11 11 El El 11 11 El El 11 � � I � o _ � � ❑❑o❑ ❑o❑❑ ❑o❑❑ C > o /S3.1 ❑❑❑ LILIL- E3 ❑ ❑ 1 ❑ ❑ 1 ❑ ❑ 1 ❑ ❑ 1 ❑ ❑ 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 11 i ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 ❑ ❑ 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 ❑ ❑ ❑ ❑ 11 11 `t ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1[10 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Plan Notes 1. SEE CIVIL DRAWINGS FOR PIP INLET DIAMETERS, LOCATIONS, AND INVERTS. SEE 9/S3.1 FOR ADDITIONAL WALL REINFORCEMENT AROUND PENETRATIONS. 2. 3" TOPPING SLAB WITH #4 @ 12" ON CENTER EACH WAY PLACED AT THE MID -DEPTH OF THE SLAB. 3. ALL FOOTINGS SHALL BEAR ON DENSE UNDISTRURBED SOILS OR ON STRUCTURAL FILL PLACED AND COMPACTED PER GEOTECHNICAL RECOMMENDATIONS. ALLOWABLE BEARING PRESSURE SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4. HOLLOW CORE PLANKS SHALL BE DESIGNED TO SUPPORT LOADS IN EXCESS OF AASHTO HS20 AND ABLE TO SUPPORT A TOTAL LADDER TRUCK LOAD OF 75,000 LBS AND AN OUTRIGGER LOAD 45,000 LBS. 5. SEE PLANK MANUFACTURES PLACEMENT PLAN FOR INSTALLATION REQUIREMENTS. 2 J J O r CU 6/S3.1 , o 220'-0" 10" SLAB ON GRADE W/#5@12"oc. E.W. BOT < 3/S3.1 6/S3.1 10/S3.1 > 24" 0 OPNG. TO ACCEPT RISER LADDER RING & LOCKING SOLID MANHOLE COVER PER CIVIL DWG'S. TYP. REFER TO 5/S3.1 FOR CURB SUPPORT OF 12%" x 48" HOLLOW CORE PLANK, TYP. (by others) auTt Lid Framing Plan Scale: 3/32" = V-0" 8" CONC. WALL Vault Foundation Plan � Scale: 3/32" = V-0" � _7 BLOCKOUT IN EDGE CELL OF THE PLANK AS SHOWN 8/S3.1 1011 CONC. WALL 6/S3.1 2/S3.1 AW\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Snite B Stanwood, WA 98292 www.designsnw.com 10 L ENONEMN SEATTLE 2124 Third Avenue, Suite 100 Seattle, WA 98121 TACOMA 934 Broadway, Suite 100 Tacoma, WA 98402 CENTRAL WASHINGTON 206.443.6212 414 N Pearl Street, Suite 8 ssfengineers.com Ellensburg, WA 98926 Copyright 2022 Swenson Say Faget - All Rights Reserved c0 N O 00 LUO-) a O 0 0 0 LU LU Z LU FC0 EE 1-- W LLI C/) LL M U) V CN O J M N Ln LU N 00 PERMIT SET ISSUE DATE: SEPTEMBER 30, 2022 REVISION SCHEDULE Rev # Date I Description 2 01-04-23 1 Permit Resubmittal CONTENTS: VAULT PLANS SCALE: DRAWN: DJN CHECKED: RHR PROJECT NO: 12034-2021-01 SHEET: S2ml POUR SLOT PER PLANK MANUFACTURER CORNER BARS TO CORNER BARS TO HOLLOW CORE PLANK CORNER BARS TO MATCH CROSS WALL CORNER BARS TO MATCH CROSS WALL PER MANUFACTURER MATCH EXTERIOR HORIZ. REINF. MATCH HORIZ. REINF. HORIZ. REINF. HORIZ. REINF. (alt. hooks) VOID DAM PER (3)#5 CONT. ------------------ PLANK MFR. 2-2 #5 x 6 F_ EA. VOID HOLLOW CORE PLANK GROUT JOINT W/ POUR SLOT (2 min. PER MANUFACTURER 311 per plank) ADDITIONAL VERT. BARS T TYP. CORNER BARS: 24 ADDITIONAL VERT. BARS TYP. CORNER BARS: 24 BEARING STRIP PER min. PLANK MANUFACTURER 2 #5 HORZ @ TOP OF WALL (2)#5 ) 'Doo'"'00 N F NF 2'-011 TYP. AT VOIDS W/ POUR #5 x 3'-011 @ 18"oc AT CROSS WALL CROSS WALL SLOTS. (6" at other voids) CENTER OF WALL W/ STD HOOK IN CLOSURE CONT. BACKER ROD IF REQD CONCRETE WALL PER PLAN REINF w/ #4 @ 18"oc H.E.F., 2 1 " I INSIDE FACE \/� OUTSIDE FACE Double Curtain Single Curtain #4 @ 10" oc v.o.F NOTE: SEE PLANK MANUFACTURER'S PLACEMENT PLANS FOR FINAL BEARING WIDTH Typical Corner Bars at Concrete Yp Walls and Footings 9 Hollow Core Edge Bearing 9 9 on Exterior Wall 3 Hollow Core Plank -to -Plank Grout Joint 4 COORDINATE ANY REQUIRED EMBEDS OR ANCHORAGE (1)#5 HORZ ABOVE AND ADD (1)#5 VERT FULL HEIGHT EA SIDE OF MANHOLE COVER PER W/ MANHOLE COVER MFR., TYP. BELOW OPENING OPENING FOR EACH PAIR 0 HOLLOW CORE PLANK GROUT EDGE VOID SOLID WITH CLOSURE POUR PLAN. CLIP CONNECTIONS 8" TYP VERT BARS CUT PER MANUFACTURER PER SUPPLIER FINISH GRADE EL. '\\\ #5 HAIRPIN w/ 14" WIDTH PER CIVIL OUTSIDE FACE \ INSIDE FACE 2 AND 1811 LONG TAILS @ EA VOID BLOCKOUT �s ol \\\\N�\\j // 0/ CONT. PL 1/4"x3" W/ j//\///\///\///� j\///\� j\j CONCRETE WALL PER PLAN REINF w/ (3)#5 CONT. 1/2"0 x 4" W.H.S. @ 3„\/��%\\/%\\/��%\\/% \\\\\\ #6 DOWELS @ 10 oc.\/// // #4 @ 18"oc H.E.F., ' 24"oc min. \ \ \ \ \ \ ' \//\\/\\//\\//\\/\\� j\ j\\// #4 @ 12"oc V.I.F, & #4 @ 10" oc V.O.F #5 CONT. WITHIN EDGE (2)#5 HORZ @ TOP OF WALL BLOCKOUT VOID OF PLANK AS REQ D FOR COVER /\// \\/ %// SLAB ON GRADE PER PLAN (1)#5 x 4'-0" DIAG EA BACKING ROD AS REQ'D. #5 x 3'-0" @ 18"oc AT r ti L J\ CORNERCENTER CONCRETE WALL PER OF WALLW/ STD #4 CONT. PLAN REINF w/ HOOK INCL SURE #4 @ 18"oc H.E.F., \�% //j1 2'-0" V . F #4 @ 10" oc V.O. F \%\\ #5 @ 12"oc E.W. CTRD. 2 8" THICK CONCRETE WALL CONN. PER 3/S3.1 2 INSIDE FACE � OUTSIDE FACE �' PER 10/S3.1 �\ HOLLOW CORE PLANK PER PLANK MFR. Curb at Grated Opening 5 p 9 6 Wall Reinforcing at T 9 Yp Pipe p Penetration 7 Hollow Core Edge Parallel to Exterior Concrete Wall 9 (5)#5 TOP AND BOT FINISH GRADE 11 SECTION , (4)#6 PLANK DOWELS PLACED AT THE TRANSVERSE z Q I 1 I I I I I (4)#6 PLANK DOWELS PLACED AT THE MID -DEPTH MID -DEPTH OF THE SLAB (4)#5 TOP AND BOT EA SIDE w — < � - - I I OF THE SLAB OF MANHOLE OPENING > o TOP OF SLAB o I I I ' 45..32 r N • • I I I I I I •• I 45..03 ............ .._.. I I I I -7----r- -i----T— --- - 00 •• (5)#5 TOP AND BOT (2)#5HORZATTOPWALL I I TRANSVERSE I I I I I I I I 8" CONCRETE WALL REINF w/ ' I I I I I #4 @ 12"oc HORIZ. AND #5 - (4)#5 TOP AND BOT EA SIDE VERT. CENTERED IN A o CID I I ( I I I OF MANHOLE OPENING L"oc #5 FTG-TO-WALL DOWEL I / \ I c CENTERED IN WALL. MATCH / \ I VERT REINF SPACING. I I NOTE: • EXTEND 2'-6" INTO WALL SEE FOUNDATION PLAN FOR 5% SLOPE TO FOOTING DIMENSIONS SEDIMENT COLLECTION • 449.03' Q0 _.._.._.._.._.._.._.._.. .._.. ------ -- — -- —� -------- c� Section 24"0 OPENING ACCOMMODATE TO MANHOLE plan (1)#6 AT THE MID -DEPTH OF THE SLAB 10 20'-0" 1/2"= V-0" 12 Cast -In -Place Slab at Manhole Vault Section AW\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360.629.3441 100001110 P.O. Box 1270 10031 SR 112, Snite B Stanwood, WA 98292 www.design s nw. com SEATTLE 2124 Third Avenue, Suite 100 Seattle, WA 98121 TACOMA 934 Broadway, Suite 100 Tacoma, WA 98402 CENTRAL WASHINGTON 206.443.6212 414 N Pearl Street, Suite 8 ssfengineers.com Ellensburg, WA 98926 Copyright 2022 Swenson Say Faget - All Rights Reserved cm N 0 00 LIJrn om O FEE 0 z0 0 Q LU w C'� J 0 z LU F- w L F- F- Vm O M N LU 00 N ao PERMIT SET ISSUE DATE: SEPTEMBER 30, 2022 REVISION SCHEDULE Rev # Date Description 2 01-04-23 Permit Resubmittal CONTENTS: Vault Details Sections and SCALE: DRAWN: DJN CHECKED: RHR PROJECT NO: 12034-2021-01 SHEET: S3ml 32min 32min 1' 2' 3' 4' 5' 6' GENERAL ACCESSIBILITY NOTES: NOTES: 815 875 HOUSING 39-41 � 1. SIGNAGE FOR ACCESSIBLE ELEMENTS PER IBC 1110. 1. REFER TO CIVIL AND ARCHITECTURAL SITE PLANS FOR FURTHER INFORMATION ON ' 990-1040 1' SITE IMPROVEMENTS, ADJACENT FLATWORK AND ADJACENT GRADES TO THE BUILDING. HOPE 54 min E r<2 36 min 90° (b)SYdlrg Door 2. COLOR PER IBC STATE 12 max 137D °D 915 12 min AMENDMENTS 1101.2.9 (WAC we kee hope alive 305 24 min 305 51-50 1101.2.9). 2. REFER TO FLOOR PLANS, DOOR SCHEDULE AND TYPES, WINDOW TYPES, AND p p 42 min 610 2' (WHITE ON BLUE BACKGROUND). EXTERIOR ELEVATIONS FOR FURTHER INFORMATION. 1085 3. SYMBOL PER ICC/ANSI A117.1 lo 2 (a) Hinged Door SECTION 703.6.3.1. H D G I I R S C Y T T I I 4. SIGNAGE CONSTRUCTION & REQUIREMENTS OF THE IBC W/ WASHINGTON STATE AMENDMENTS AND ICC ANSI A117.1 Section 609.4� i �0 3 DETAILS PER ICC/ANSI A117.1 Q 2009. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ACCESSIBLE PLUMBING FIXTURES, DESIGNS 4► v T PIJ °J 3815n Nm SECTION 703. E R O A E O E, P H F A L, E / R , A E I E A ,y of M $ m $I ° 1000MPLY WITH THIS CODE. THESE DETAILS ARE SHOWN FOR THE CONTRACTOR'S 17 O i t 11 W e S t rn `y } 36 min 4 CONVENIENCE AND DOES NOT LIMIT OR RESTRICT THEIR APPLICATION. ARCHITECTS 915 (c) Folding Door 360.629.3441 (d) Doorways without Doors 4. CONTRACTOR TO PROVIDE SOLID BLOCKING IN WALLS/ CEILINGS AS NECESSARY TO P.O. Box 10031 SR 532, 532, Suite B ACCOMMODATE INSTALLATION OF ACCESSIBLE ACCESSORIES AND EQUIPMENT. Stanwood, ns 9s292 FIg.404.2.2 `5 ww.designsnw.com Fig. 604.5.1 Fig. 604.5.2 Clear Width of Doorways Side Wall Grab Bar for Water Closet Rear Wall Grab Bar for Water Closet 3" WIDE PAINT STRIPE TRAFFIC Table 404.2.3.1-Maneuvering Clearances at Manual Swinging Doors LINE, WHITE ON U X 6' BLUE 5. RESTROOM ACCESSORIES TO BE SURFACE MOUNTED. MOUNT DISCHARGE AND 6' BACKGROUND CONTROLS AS SHOWN FOR ACCESSIBILITY AND INSTALL PER MANUFACTURER 153/4 TYPE OF USE MINIMUM MANEUVERING CLEARANCES RECOMMENDATIONS. 400 Fig 703.6.3.1 Approach Door Side Perpendicular to Doorway Parallel to Doorway (beyond latch ■ 6. INSULATE HOT WATER PIPES AND DRAIN PIPES UNDER LAVATORIES AND SINKS TO Direction unless noted) From front Pull 60 inches (1525 mm) 18 inches {455 mm) International Symbol of CONFORM TO ACCESSIBILITY REQUIREMENTS OF THIS CODE. r c I I i architecture resource collaborative II From front Push 48 inches 1220 mm 0 inches 0 mm)3 Accessibility 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK TO COMPLY WITH THESE From hinge side Pull 60 inches (1525 mm) 36 inches (915 mm) STANDARDS AND DETAILS SHOWN, AS WELL AS WITH CURRENT STATE AND LOCAL E � From hinge side Pull 54 inches (1370 mm) 42 inches (1065 mm) ACCESSIBLE SYMBOL ACCESSIBILITY STANDARDS. 119 MAIN ST, STE #200 I N From hinge side Push 42 inches 1065 mm 22 inches -%0 mm 21 SEATTLE, WA 98104-2579 1 n 2 38d SCALE: N.T.S. I From latch side Pull 48 inches (1220 mm) 24 inches (610 mm) (206) 322-3322 II I i From latch side Push 42 inches (1065 mm)2 24 inches (610 mm) V 'Add 6 inches (150 mm) if closer and latch provided. 3Add 12 inches (305 mm) beyond latch if closer and latch provided. r 2Add 6 inches (150 mm) if closer provided. 4Beyond hinge side. F- \^I�- I 60 25 is V 10111111 ' 18 min I - - - - - - - - - - 7 1 455 455 i I _ jj _ I 'If ttnlh closer and latch are provided i II 18 min � � � - - - s I �wvj c i - -, 230 E 18 min - i ------ E 445 �� r- 1 R RED $ E 1 445 I m Fig. 604.5.3 -- -J --- E r ----__---- - 12min• I EN X>8 ► ) I c Swing -up Grab Bar for Water Closet 305 i 205 �` i i p E �R a max 17 - 25 I L j r R�� 4 to 4.8 perimeter 750 490-05 (a) (a) Circular DOE N 100 - 120 (0) (°) a) Front Approach, Pull Side (b) Front Approach, Pull Side 6lavallon Plan ( Push Side Fig.3Flo VV OF NM Size of Clear Floor Space _ _ _ 11/ a Cleag. rance -------� r 60 min p L 30 min J 2 Toe Clearance 1525 11/4 - 2 2 max a min 12 min 32-51 51 ' n Jilt i- - - - - - - - - - - - -- ---� c 305 E o---------- i 780 E " ` °� i t� °E° i E (e) Fortlrard N L I I c o X> 8 E '� E r. 205 2' I °7 E c��lL- ----- L- to r----o m'� 42 min T' -- 24 min c- m � I .36in 1005 E 8S 9 min I E11/42 min tv23o I --------------JI ^�_---- �" I ) 00 38 (a) Circular (b) (C) (c) Hinge Approach, Pull Side (d) Hinge Approach, Pull Side f- : I 36 min 0') LU Noncircular 12 min 915 12 min LIJII 25 max ' If both closer and latch are provided 3W 305 L 48 min L Q 636 '" 48 min (1220) if both closer and latch provided (c) 11 min Push Side, Door Provided Fig. 609.2 Fig. 609.3 280 12 min' *54 min (1370) if closer is provided Push Side with Both Closer and Latch (b) T.shaped (b) Parallel ------ O Size of Grab Bars Spacing of Grab Bars ElevationP(Iban 305 Fig. 404.2.3.4 Fig. 304.3 Fig. 305.5 Z Fig. 306.3 1 Maneuvering Clearance at Recessed Doors Size of Turning Space Position of Clear Floor Space Knee Clearance ; I 22 min >= oLiminACCESSIBLE GRAB BARS ACCESSIBLE LAVATORY;5��o ACCESSIBLE RECESSED DOORS WHEELCHAIR SPACE DIAGRAMS = Z oI-w52 SCALE: N.T.S. 42 SCALE: N.T.S. ------ --- 22 SCALE: N.T.S. 12 SCALE: N.T.S. UJ (s) Hings Approach, (1) Latch Approach, Pull Side 0 J Other fixtures not allowed Push Side 4 max T11111MM within this area 100 ZWw r LU--;r- 1 j� 1�Iw`_N X W24 min i E o E N A AW'610 aU) Lim ao N X xL--I(nM�� II (g) Latch Approach, L J i9 '48 min (1220) Push Side rf closer is provided 1/ nlex 915 n J co 2 ---- -13 00 N i() x % {a) Forward Approach N 80 min L I _ �187_ Fig. 404.2.3.1 ' 1525 Maneuvering Clearance at Manual Swinging Doors 17 max 405 - 455 r � Fig.604.3 N � - 430 Size of Clearance for Water Closet X A e ---, Fig.302.2 x E c4 ) c Carpet on Floor Surfaces ( X CONSTRUCTION E 12 min 305 g, Section 609.3 ® N c predominant direction of travel Fig. 3o7.z - J - DOCUMENTS rr E Limits of Protruding Objects 60 min (a) (b) s 1525 Wall Hung Type �p Type h R o (b) Parallel Approach Fig. 605.2 17-19 T ISSUE DATE: DECEMBER 2022 a3o-a65---------- � Fig.305.7 Height of Urinals Maneuvering Clearance in an Alcove long dimension ern -s 7-9 perpendicular to REVISION SCHEDULE 180 - 230 180 - 230 (a) (b) (a) Below Grab Bar (b) Above Grab Bar Front Approach Side Approach direction of travel 4 max 4 max Fig.404.2.3.3 100 100 # Date Description ACCESSIBLE URINALS ACCESSIBLE TOILET Maneuvering Clearance at Doorways without Doors EN 2 01-25-2023 PERMITRESUBM. 1/2 max la) � 53 SCALE: N.T.S. 43 SCALE: N.T.S. 13 4 max 4 max Fig.302.3 100 100 ��-- Openings in Floor Surfaces 4-] E'o` -- 1/4 max t 6.4 MO 80 min i � 4 max 4 max 1525 E r 100 100 1�� 60 min / Nx > � E 42 min 42 min 36 min 36 min 1525, Fig. 303.2 2 R' 1065 1085 915 915 14" IN. b Carpet on Floor Surfaces E x> 12 °� (a) 8 N m x> 305 X< 48 X< 48 1/4N. 1220 1220 (b) SA1 � 1/2 (b) a b CONTENTS: ° o Ki ° 0Ld 13 180 Degree Turn1eo Degree Tum Fig. 307.3 (Exception) ADA DETAILS O ww _J O a X 1 x x o X I- w O Q /4 Post -Mounted Protruding Objects Q Q= m om Q w Q 1 :26.4 Fig. 403.5.1 O Q O � L� _ -- Clear Width at Turn =w� _ mwiY x ,'eomin�� min 24 max O a-O N g G gg 1525 (a) e124 o ax �2ia 810 Z I--~ O E t� 1/4- 112 r FIN. FLOOR t` 6A-13 1 2 BEEN SCALE: v s DRAWN: Author e I Nam CHECKED: Checker TOILET TOI LET SEAT PAPER TOWEL SANITARY SOAP M I RROR FIRE URINAL (b) I PROJECT NO: 2021031.00 TISSUE COVER DISPENSER NAPKIN DISPENSER EXTINGUISHER DISPENSERS DISPENSER DI5P. (Fig.303.3 Fig.307.4 Fig. 404.2.5 Fig. 403.5 Two Doors in a Series Beveled Changes in Level Reduced Vertical Clearance Clear Width of an Accessible Route ACCESSIBLE MOUNTING HEIGHTS ACCESSIBLE DOORS ACCESSIBLE PATH OF TRAVEL WHEELCHAIR ROUTE DIAGRAMS 54 SCALE: NTS 34 SCALE: N.T.S. 24 SCALE: N.T.S. 1 SCALE: N.T.S. T 18 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS GENERAL ACCESSIBILITY NOTES: AM\ 4� HOUSING NOTES: a5° r is min 1. ONE, OF EVERY SIX ' ACCESSIBLE PARKING STALLS 1. REFER TO CIVIL AND ARCHITECTURAL SITE PLANS FOR FURTHER INFORMATION ON HOPE PROVIDED, SHALL BE DESIGNED SITE IMPROVEMENTS, ADJACENT FLATWORK AND ADJACENT GRADES TO THE BUILDING. 0 0 0 Q 0 AND INSTALLED AS A "VAN" we keep hope alive 2 0 0 Q U U 0 ACCESSIBLE BARRIER FREE 2. REFER TO FLOOR PLANS, DOOR SCHEDULE AND TYPES, WINDOW TYPES, AND tactile characters centered PARKING STALL. [IBC 1106.51 EXTERIOR ELEVATIONS FOR FURTHER INFORMATION. 2 18 min 2. CAR PARKING SPACES 455 SHALL BE 96" MIN. IN WIDTH AND H D G I I R S U Y T T I I Fig.703.3.11 0 0 VAN PARKING SPACES SHALL BE REQUIREMENTS OF THE IBC W/ WASHINGTON STATE AMENDMENTS AND ICC ANSI A117.1 L 132 min L 96 min Location of Tactile Signs at Doors 3350 0 132" MIN. WIDTH W/ AN 2009. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ACCESSIBLE PLUMBING FIXTURES, DESIGNS Fig.502.2 ADJACENT 60" WIDE ACCESS E R O A E 0 E, P H F A L, E / R A E I E A n o r t h w e s t Vehicle Parking Space Size AISLE. [ICC/ANSI A117.1 502.1, COMPLY WITH THIS CODE. THESE DETAILS ARE SHOWN FOR THE CONTRACTOR'S access aisle serving access aisle serving 502.2, 502.3 & 502.41 ARCHITECTS carpsrkingspaces venparkingsrvin CONVENIENCE AND DOES NOT LIMIT OR RESTRICT THEIR APPLICATION.00, AREA 3. ACCESS AISLES SHALL 360.629. 3441 P.O. Box 1270 0 0 0 0 0 0 EXTEND THE FULL LENGTH OF 10031 SR 532, Suite B REFUGE4. CONTRACTOR TO PROVIDE SOLID BLOCKING IN WALLS/ CEILINGS AS NECESSARY TO Stanwood, WA 93292 0 8 0 0 0 THE PARKING STALL AND SHALL ACCOMMODATE INSTALLATION OF ACCESSIBLE ACCESSORIES AND EQUIPMENT. w w w.designsnw.com 0 0 BE MARKED SO AS TO 0 © 0 I DISCOURAGE PARKING IN THEM. area to :0 be ICC/ANSI Al 17.1 502.4.4 5. RESTROOM ACCESSORIES TO BE SURFACE MOUNTED. MOUNT DISCHARGE AND 0 0 be � � � � 0 � [ ] E £ 0 Q 0 0 mares 0 Q mad�tl 0 0 4. THE IDENTIFICATION SIGN AT CONTROLS AS SHOWN FOR ACCESSIBILITY AND INSTALL PER MANUFACTURER $ 0 0 0 Q 0 0 THE HEAD OF THE BARRIER RECOMMENDATIONS. 0 0 0 0 0 0 FREE PARKING STALL MUST NOT Q 0 BE LESS THAN 5'-0" ABOVE THE 6. INSULATE HOT WATER PIPES AND DRAINPIPES UNDER LAVATORIES AND SINKS TO r c Bo min somin PARKING SURFACE. [ICC/ANSI CONFORM TO ACCESSIBILITY REQUIREMENTS OF THIS CODE. Note, For Braille mounting height see Section 703.4.5 1526 t525 Al 17.1 502.71 architecture resource collaborative Fig.703.3.10 Fig. 502.4 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK TO COMPLY WITH THESE Height of Tactile Characters above Floor or Ground Parking Space Access Aisle STANDARDS AND DETAILS SHOWN, AS WELL AS WITH CURRENT STATE AND LOCAL 119 MAIN ST, STE #200 ACCESSIBLE ROOM SIGN ACCESSIBLE PARKING ACCESSIBILITY STANDARDS. SEATTLE, WA 98104-2579 41 SCALE: N.T.S. SCALE: N.T.S. (206) 322-3322 12" PAINTED METAL SIGN - WHITE LETTERS loll 10 10" o AND INTERNATIONAL SYMBOL OF ACCESSIBILITY ON BLUE BACKGROUND _ MECHANICAL/ _ WORDED "STATE DISABLED PARKING ELECTRICAL MECHANICAL p -Ro EL R M PERMIT REQUIRED" ATTACH TO WALL OR11�� L.� ROOM ATTACH TO SIGN POST (5'-0" MIN. FROM B.O. SIGN TO PARKING SURFACE) _I o I- • 2" DIAM. GALV. STEEL SIGN POST, CAPPED ELECTRICAL / MECHANICAL ROOM SIGNAGE io & PAINTED (WHERE OCCURS) DW „ A. STATE DISA LED 8" 6" 5" 8" "VAN ACCESSIBLE" SIGN AS APPLICABLE - � lWW% PARKING PERMIT ATTACH TO WALL OR ATTACH TO SIGN ONE �ff4�7f1 MAXIMUM POST (5'-0" MIN. FROM B.O. SIGN TO .- 51 PARKING SURFACE) 00 L� UNISEX MEN WOMEN EXIT UNX REQUIRED _ _ NOTES: L` 1. AREA OF SIGN TO BE A MIN. OF 70 SQ. Lq I—o PROVIDE BRAILLE INCHES. 2. IDENTIFICATION SIGN TO BE CENTERED CD CN AT THE HEAD OF THE ACCESSIBLE PARKING O OCC. LOAD, RESTROOM SIGNS & EXIT ACCESS SIGNS (FOR AREAS OTHER THAN RESTROOMS) MEN VAN ACCESSIBLEo STALL AND AS SHOWN ON THE � ee. o ARCHITECTURAL SITE PLAN. UJ 3. SIGN TO MEET THE REQUIREMENTS OF Q PER WAC 51-50 ACCESSIBLE SIGNAGE TO BE CENTERED 60" FROM FINISH FLOOR ON LATCH SIDE IBC 1110.1 & ICC/ANSI A117.1 SECTION 502.7. OF DOOR. Fig.703.5 4. ACCESSIBLE PARKING SPACES SHALL a CHARACTERS AND SYMBOLS SHALL HAVE A HIGH CONTRAST WITH THEIR BACKGROUND. SIGN SHALL Pictogram Field BE IDENTIFIED WITH A SIGN WITH THE MIN. Uj HAVE WHITE CHARACTERS, SYMBOLS, BRAILLE AND LETTERS ON A BLUE BACKGROUND HEIGHT OF 60 INCHES TO THE BOTTOM OF O Z THE SIGN. [ICC/ANSI 117.1-2003] 2 = Z 52 ACCESSIBLE SIGNAGE 42 ACCESSIBLE RESTROOM SIGN 22 ACCESSIBLE PARKING SIGNAGE 0 C� w SCALE: NTS SCALE. N.T.S. SCALE: 1"=1'-0" (N.T.S.) mill Distance between dots adjoining surface 20 12 U) Distance between In adjacent calls 5 max 15 min maximum slope curb ramp maximum Z LU dots In the same cell 1 1 Single Braille cell 125 380 slope w Distance between 0 i--- C)\j - dots in in the same cell i 290 0 1 0 0 i -- - Fig.406.2 vJ Distance between Q 0I 0 0 i d - Counter Slope of Surfaces Adjacent to Curb Ramps M corresponding dots from ----- one cell directly below Blank cell space --- between words I L 8 in 17-25 0 0 01, Raised dot -- J 50 430-635 a.' M 36 min 915 N Dot diameter 10 0, 00 (a) Forward Approach t■) (b) Section 4D6.7 Lo 1 Plan 0 �0-0 C] No raised dot Fig 306.2 00 r 9• Toe Clearance LU Fig. 703.4.3 05 Braille Measurement 31/2 max 21miin o Table 703.4.3- Braille Dimensions ECONSTRUCTION ■� Measurement range Minimum In Inches Maximum in inches 4.in Dot base diameter 0.059 1.5 mmj to 0.063 1.6 mm) Eg mti + flared sides 1:10 max slopeDOCUMENTS Distance between two dots in the same cell 0.090 (2.3 mm) to 0.100 (2.5 mm) o N 230 FIg. 406.3 Distance between corresponding Sides of Curb Ramps tlots in adjacent cells'0.241 (6.1 mmj to 0.300 (7.6 mrrl) Fig.308.2.1 Dot height 0.026(0.6mm)to0.037(0.9mm) ISSUE DATE: DECEMBER 2022 Unobstructed Forward Reach/ Distance between correspondin dots 25 max(a) from one cell directly below 0.395 (10.0 mm) to 0.400 (10.2 mm) 035 planting20max Measuedcen[er[ocener area 24min 510 2� (b) Parallel Approach (a) (b) 610 REVISION SCHEDULE Elevation Plan Fig. 602.5 Fig. 306.3 Drinking Fountain Spout Location Knee Clearance # Date Description AR OF ACCESSIBLE DRINKING FOUNTAIN 2 01-25-2023 PERMIT RESUBM. c N 48 min 48 min E ARY 1220 1220 33 Cn to N SCALE: N.T.S. Eplanting area 12 min 4 mint,305 610 12 win N � 306 10 max. (b) m l 255 �>510 - 635 3/8 min (a) (b) Fig. 308.3.1 s. % r ; it % 9.5 Fig. 406.10 Fig. 308.2.2 Diagonal Curb Ramps Unobstructed Side Reach Obstructed High Forward Reach 3(8 min 9.5 0.65 min 1.6 - 2.4 Fig. 703.3.5 98.5 41 -61 FIg. 505.10.1 Character Height N °p 36 min Top and Bottom Handrail Extensions at Ramps Fig. 703.4.4 ro 915 CONTENTS: 7E:11 EQI Position of Braille Q b � a 5096-6596 N r base diameter t2min ,2 min ADA DETAILS 32 - 36 min sos 305 O _ o ui 815- 915 48 min 04 to to Table 703.2.4-Visual Character Height O 0 (Section 403.5) j 1220 04 Height above Floor to Baseline of Horizontal Viewing Distance Minimum Character Height 0 O O O �- (■) Extended surface (b)Curb or Sorrier Character 0.9 - 1.4 FIg. prat Less than 6 feet (183(l mm) '/ inch (16 mm) O O O O 23 - 1. Ramp Edge Protection 05.9 40 inches (1015 mm) to less than or % inch (16 mm), plus '/. inch (3.2 60 min 60 min gin equal to 70 inches (1780 mm) 6 feet (1830 mm) and greater mm) per foot (305 mm) of viewing 1525 1525 1525 SCALE: distance above 6feet 1830mm) (a) Plan (b) Elevation (Enlarged) 10 max. �10 - 24 Less than 15 feet (4570 mm) z inches (si mm) DRAWN: Author Greater than 70 inches 255 255-610 (1780 Tim) to less than or equal to 2 inches (51 mm), plus'/, inch (3.2 TRUNCATED DOMES landing 7 ramp run landing ramp run s CHECKED: Checker 120 inches (3050 mm) 15 feet (4570 mm) and greater mm) per foot e 15 mm) of viewing PROJECT No: 2021031.00 (a) (b� distance above 15feet (4570 mm) (a) (b) landing Less than 21 feet(6400 mm) 3inches (75 mm) Cut -through at Island Curb Ramp at Island at least as wide es ramp run Fig. 308.3.2 Greater than 120 inches 3 inches (76 mm), plus'/. inch (3.2 (3050 mm) 21 feet (6400 mm) and greater mm) per foot (305 mm) of viewing Fig. 406.11 (a) Obstructed High Side Reach distance above21feet(640omm) L-rumn SHEET: Islands 54 ACCESSIBLE REACH RANGES ACCESSIBLE n LETTERS SIDEWALK WARNING DEVICESREFER TO DETAIL /-- FOR FUINFORMATION SCALE: N.T.S. "� (PROVIDE PER LOCAL ORDINANCES / STANDARDS) SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.T1 ■ 9 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS TRASH ENCLOSURE J 'WIDE x 10' HIGH TYPE-1 LANDSCAPE S RS ZONE SETBACK 0' FROM SETBACK, STEP BACK IF > 25HEIGHT UU l o z ®® I--6-0" TALL CHAINLINK DOUBLE -GATE - 6-0 TALL HORIZONTAL I "' ® I W/ VINYL SLATS o WOOD SLAT SCREEN ON TOP ®,' N OF 6" TALL CONC CURB I CONC PAD, SLOPE TO DRAIN 1/4:12 MIN a CONC APRONAS REO'D , PEDESTRIAN ACCESS GATE, OO CHAINLINK W/ VINYL SLATS OD \D o 0' GC ZONE SETBACK BUILDING C I I —I I I —I I I I I I —III —I I I III III III o o IIIIII111111 ' IIIIIIIIIIIII ' II III SITE PLAN - TRASH HAULER EXHIBIT 1 /16" = V-0" BUILDING D 301.64' N 000 24' 52" MAILBOXES —22 PARKING (2 ADA)� — — — — — — — — — - - — — 301.58' FENCE S 000 22' 08" W -SPORT COURT APN: 00576700002700 ET AL PARK EDMONDS APT LLC 8123 236TH ST SW BUILDING A 4' WIDE x 10' HIGH TYPE-1 LANDSCAPE - 15' RS ZONE SETBACK -10' FROM SETBACK, STEP BACK IF > 25HEIGHT (E) EDMONDS LUTHERAN CHURCH APN: 00576700002508 23525 84TH AVE W +/- 3.05 ACRES (+/- 132,879 SF) RS-8 ZONE ELEC.TRANSFORMERS- SEE ELEC.-- BUILDING B 14' - 6 3/4" W I,eN C! CO Ln 0 00 00 U) I I I - - - - - - - - - - - - - FENCE APPROVED BY: DATE: a I AW\ HOUSING HOPE we keep hope alive DESIGNS northwest elf LIX ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w ww.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N O LU 00 rn am Cn 0 F 0 0 z0 Q LU LU C� J z LUJ) I— Fm IIIIII_ LU c� � oc LU U VQ= Ja 00 O N L0 W Q T_ N 00 CONSTRUCTION M DOCUMENTS v ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date I Description 2 01-25-2023 PERMIT RESUBM. CONTENTS: RASH HAULER EXHIBIT SCA E: 1/16" = 1'-0" DRA N: RB C KED: KW PR JECT NO: 2021031.00 1010 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS LAU f\I Vf\D V/'1RU, rLR IVIFF\ TRASH ENCLOSURE NORTH ELEVATION 1/2" = 1'-0" TRASH ENCLOSURE SOUTH ELEVATION 1/2" = 1'-0" IF, -I L 9 TAPERED T1.1 CAP - 5/8"x3-1/2" CEDAR TRIM FASTENED TO RAIL -2x4 PT RAIL TOENAILED TO POST 0 5/8"x5-1/2" VERTICAL PICKET 44 PT POST - 2x4 PT RAIL TOENAILED TO POST - 5/8"x3-1/2" CEDAR TRIM FASTENED TO RAIL -CONC FOOTING - GRADE LLDRAINAGE ROCK 10" MIN WOOD PRIVACY FENCE 3/4" = 1'-0" NU I UM hH I G LtHr ANUUNU UUK[5 ---- TAPERED CAP 8d NAIL INTO RAIL TAPERED AT 24" O.C. T1.1 CAP � VERTICAL PICKET -- 2x4 RAIL, CONT BETWEEN POSTS RAIL TRIM _--- - - POSTMASTER PLUS b LINE POST, cn O AT ± 6'-0" O.C., TYP o = Q M m to POST, BEYOND — c Q 1 o LU �Q - 2x6 KICKBOARD, PER MFR - CURB - SLAB -ON -GRADE T31 RASH ENCLOSURE ERS, TYP MASTER PLUS GATE AT GATE JAMBS, TYP 3 1/2" N EXT TAPERED CAP AT FENCE 6" = 1'-0" 31 /2" 8d NAIL INTO RAIL AT 24U. " ^ TAPEREE HORIZOI\ FENCE B 2x4 RAIL POSTMA LINE PO,` TAPERED CAP AT TRASH 6" = 1'-0" I NT INT TRASH ENCLOSURE EAST ELEVATION 1/2" = 1'-0" TRASH ENCLOSURE ENLARGED PLAN 1/2" = 1'-0" 3'-6" POSTMASTER PLUS GATE POST GATE LEAF A-Tt- Aft- -- TRASH ENCLOSURE WEST ELEVATION 1/2" = 1'-0" ----------------- -------------------------� I I I I / / 5 46 i i i I I I iVED BY: Um 1 C. AW\ HOUSING HOPE we keep hope alive CH 3E DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N O Co LU a O Fm0 z z 0 LU W 0J U) z LU 2 Fm LU LU cf) LL U) Q0 VQ= H O Ja (CO, LC) LUQ 00 N CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date I Description 2 01-25-2023 PERMIT RESUBM. SITE DETAILS SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: Tlmll CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS wrr..riaarn— r � nvwmc3 HOPE ui.su:cs iir�nn r ��rs alrlc SFAATU,MW,a.2579 A 16�0 w O �- = z pW" z LLLu OC O Zj (L = wQ 6 CONSTRUCTION DOCUMENTS n DECEUSER 2M TRASH HAULER EXHIBIT II APPROVED SITE PLAN -TRASH HAULER EXHIBIT DATE: /L — 3o — Z e— �� r= T1.10 __ wwtRKmnw�ior�eraRcoo�awnreoR�wus�woweer�unwu 2TRASH ENCLOSURE NORTH ELEVATION C3) QRASH ENCLOSURE EAST ELEVATION TRASH ENCLOSURE WEST ELEVATION n TRASH ENCLOSURE SOUTH ELEVATION � ,p-rc M.R4Ivrt Yr otl.ullY -M.LOr r 0R rrawr. _� rar,r,.rvRrR mrm ` � q.R.oia - r.airq rcrn � , • J y� cAP�ERED CAP AT FENCE � � 1 C1 GOD PRIVACY FENCE (6l IRASH ENCLOSURE +Rwur- 4 roan I�rrr1 - ar.r ro, ••. i \ TAPERED CAP AT TRASH TRASH ENCLOSURE ENLARGED PLAN 1.7.. v•ra (.1.),a•ra r\ HOUSING 1 HOPE .•rth 1 r untrrs alrlc 1/9mw Si,brE." SEAmF, M olo+ n7. aom soars 9. W E a cl); O =oz W w Z W � N LL OC O Ja = W Q E CONSTRUCTION DOCUMENTS RAF rz 0ECEIRER2W RR.Rr10Olr. _ — SM DUNLS r4 Mrr om OYY r� OVED wRclo stlwm T1.11 CORTRACTOR u KSPOW KJ"COOI U-m nN- I- iMAlIC.1'lfa1C�1101� z 0 N -- SIGN, PER SITE PLAN — GALV SIGNPOST Z_ 2 FINISH GRADE OTING w o - z — O 0 LL- 1' 0" SIGN AT PLANTER 3/4" = 1'-0" GALV SIGN POST W/ BASE PLATE 3/8"0 GALV EXPANSION BOLTS, 4" MIN EMBED INTO CONC SLAB, TYP OF (4) SIGN AT CONCRETE, SURFACE MOUNTED 3/4" = 1'-0" AW\ HOUSING HOPE we keep hope alive `DESIGNS northwest P0 it' LIV ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N O 00 Uj a O Fm0 0 z0 Q LU LU C� J z LU U) I— LU cf) LL LU U VQ= O Ja 00 N W Q 00 (_0 CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # F Date Description 2 01-25-2023 PERMIT RESUBM. SITE DETAILS SCALE: 3/4" = 1'-01, DRAWN: Author CHECKED: Checker PROJEyET- Q: 2021-nl.00 SHEET: T1m12 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS SITE PLAN NOTES: 1. REFER70,71.0 F ERAL 2 SEE CIVIL & LANDSCAPE DRAWINGS FOR EXTERIOR OF BUILDING CONDITIONS BEYOND THE BUILDING PERIMETER. REFER TO FILL / GRADE PERMIT # BLD2022-13 3 3. N ALL STRU RAL, MEC ICAL, AND ECTRICAL MS ARE S N, REFER TO STRUCTURAL, ELECTRICAL, AND MECHANICAL DWGS. COORDINATE LOCATIONS W/ ARCHITECT, IF CONFLICTS ARISE. 4. SEE A3 SHEETS FOR TYPICAL WALL, FLOOR, AND ROOF ASSEMBLIES, U.O.N. 5. SEE BUILDING ELEVATIONS FOR EXTERIOR MATERIALS. 6. REFER TO SCHEDULE SHEETS FOR ADDITIONAL INFORMATION. 7. CIVIL P FOR CO OL JOIN EXPAN JOINT T7y- 8.HAR E SUR HARDSCAPE AND PAVEMENT LOCATIONS AND SECTIONS SHOWN ON SHEET C3.0. SITE PLAN LEGEND: Y BUILDING FOOTPRINT � ACCESSIBLE ENTRANCE _ ACCESSIBLE PATH OF TRAVEL AREA OF PLAY SURFACING 44" MIN CLR WIDTH, TYP PER 14, 22 & 24 / T1.8 AREA OF LANDSCAPING NI GC MP ANCE NOTES: UNIT TYPES BUILDING HEIGHT CALCULATION: 1 BR / 1 BA 7 A = 102'-0" 2 BR / 1 BA 32 B = 100'-l" 3 BR / 2 BA 13 C = 104'-0" TOTAL UNTS 52 D = 103'-9 1/2" SLEEPING ROOMS110 TOTAL = 409'-101/2" ACCESSIBLE TYPE -A UNITS (5% MIN) 3 AVERAGE GRADE = 102'-5 5/8" (TOTAL / 4) ACCESSIBLE TYPE-B UNITS PROVIDED 11 ACTUAL = 175' MAXIMUM = 177'-5 5/8" (AVG GRADE + 75') PARKING (ECDC 16.60.060.B.1 CG ZONE) TOTAL ONSITE PARKING SPACES SHOWN 50 PARKING RATIO PROVIDED .96 STREET PARKING SPACED NOT REQ'D NONRESIDENTIAL (1 SPACE / 500 SF) OFFICES, COPY/WORK, CONSULTATION: (1,039 SFl 2.08 SUB TOTAL = 0 (FIRST 3,000 SF EXEMPT IN MIXED USE) RESIDENTIAL 0.75 / < 700 SF UNIT x 34 UNITS 25.5 1.25 / > 700 SF < 1,100 SF x 18 UNITS 22.5 1 GUEST / 20 SPACES (48 / 20) 2.4 SUBTOTAL = 50.4 2 TO AL PAR NG REQ'D 50 SP ES ADA STALLS REQUIRED 2 SPACES (1 VAN) ADA STALL PROVID D 2 P ES, (1 VAN GC ZONE SCREENING & BUFFERING (ECDC 16.60.030.A) RESIDENTIAL PARKING Al TO SF ZONES - TYPE I, 4' WIDE, CONTINUOUS (NORTH / NW PL) COMMERCIAL / MF ADJ. TO SF ZONES - TYPE I, 4' W, 10' H, CONTINUOUS (NORTH & WEST PL) LETTER PENDING TO REQUEST DISCONTINUOUS EDGE OF PARKING AREAS ADJ TO SF ZONES - TYPE I (NORTH / NW PL) PARKING LOT ABUTS STREET R/W - TYPE IV, 5' W (ALONG SOUTH PROPERTY LINE) PARKING LANDSCAPING (ECDC 20.13.030.E) (ECDC 16.60.030.A.1.d) < 50 SPACES, 17.5 SF LANDSCAPE / STALL X 50 STALLS = 875 SF LANDSCAPE REQ'D (SEE LANDSCAPE) EV PARKING (ECDC 17.115) MULTI -FAMILY: 10% EV INSTALLED - 5 PROVIDED 40% EV READY - 20 PROVIDED 40% EV CAPABLE - 20 PROVIDED BIKE STORAGE (ECDC 16.6.060.B.6) 18 UNITS > 700 SF x 2 BIKE SPACES = 36 34 UNITS < 700 SF x 1 BIKE SPACES = 34 TOTAL = 70 SPACES 70 SPACES PROVIDED (SECURED, SHELTERED (BELSON MODEL # BR12 SINGLE -SIDED 12-CAPACITY GROUND -LOOP BIKE RACKS, PROVIDE 3 RACKS AT EACH SHELTER TO ACHIEVE MIN. 70 CAPACITY OVERALL) AMENITY SPACE (ECDC 16.60.030.C.4) 5% OF ± 15,673 SF BLDG FOOTPRINT = ± 784 SF PROVIDED ONSITE = ± 2,440 SF (COURTS, PLAY AREAS, PICNIC AREAS) PROVIDED OFFSITE = ± 2,328 SF (SPORTS COURT) REFER TO T1.1 FOR 2018 IBC NOTES 2 / TRASH 1 ENCLOSURE T1.1 I it I i 6 T1.1 I I RETAINING WALL I U 4'- 0" LANDSCAPE BUFFER C +104'-0" - ACCESSIBLE CURB RAMP, PER 24 / T1.9, TYP.- BAY WINDOW, ABV 5' TALL WOOD 8 PRIVACY FENCE T1.1 `24 _ LU z I I LL L J I � �I it it it L 8'-6" J I 20'On MINIMUM a i i i t_ D I I I 103'-91/2" - I I Y U - � H o I w , w co a - - - I I I I I I I I - 0 N I I I I 7'-6" SI E SETBACK (CO NER LOT, NO REAR SETBACK) 4' WIDE x 10' HIGH TYPE-1 LANDSCAPE 15' RS ZONE SETBACK 10' FROM SETBACK, STEP BACK IF > 25HEIGHT 0' GC ZONE SETBACK PROP LINE 301.64' \40� ° ,.E EV EV EV EV EV EV EV EV EV EV EV EV READY READY READY READY CAPABLE CAPABLE CAPABLE CAPABLE CAPABLE CAPABLE CAPABLE CAPABLE APN: 00576700002700 ET AL PARK EDMONDS APT LLC EXIST OFFSITE EAST PERIMETER 8123 236TH ST SW ELEC. TRANSFORMERS - 14'- 6 3/4" FENCING TO REMAIN SEE ELEC. oe 000e \ 0000 \ 00000 \ 00000 \ 000,00 \ 00--00 \ 000e \ 000e \ 000e \ 000e \ 00� EV EV EV EV EV EV EV EV EV EV EV EV CAPABLE CAPABLE CAPABLE CAPABLE CAPABLE CAPABLE CAPABLE CAPABLE CAPABLE CAPABLE CAPABLE CAPABLE _--------------------------------------U------------ - - - - - - ---------------- - - - - - - ------- N�-----------------\L- ---N------�---- o o N N C Z oo TOP OF ROOF = +38'-8" AFF --TOP OF ROOF = +41'-2" AF �IMAI S /2�� + A _ ADA PATHUS \� l Y 6" BUILDING C ACCESSIBLE RAMP, 2 PER 14 / T1.9 IDS 2 (LEVEL CHANGE <_ 6") - JHLI J2 11LLI / I T 5„ YOUTH TODDLER PLAY - : ' 00 III -III D� -III- - Q PLAY IDS IJ III ,I - I� n n - WAI KWAY;-ABA% I I I 1� LI - L-III M - - J Lill- BIKE SHELTER 2 ACCESSIBLE RAMP, Y PER 14 / T1.9 - I Df LLJ (LEVEL CHANGE <_ 6") 2 2 IIIIIII d I W BUILDING D IIIII" QCID ACCESSIBLE CURB RAMP, I * PER 24 / T1.9, TYP. 10, 0" "ELECTRICAL VEHICLE" SIGN ON POST, PER 12 / T1.12 DS DS TOP OF ROOF ^ �� ADA PATH 4 F "PRIVATE PARKING" SIGN "ENTRANCE ONLY" SIGN, DOUBLE SIDED, NOT SIGHT -OBSCURING o I to CURB CUT, PER DETAIL TR-543 1' TS KING CK T ACCESSIBLE RAMP, _ PER 14 / T1.9 III I I I - BUI19 OPP 1 �� i 77 IIA111 i LJ al2 a 0 a 14'-9' / T I��I J� T] 7 I� I ACTIVITY IL LJ LrL = = J 11 u_ LI LI - _ - COMMERCIAL =1 II STRING LIGHT 2 _ I I WALKWAY, �II I I I I� I I� I I DS , I � LU Ds 2 III=1 I I� �- -- n nLO j Li V Y IDS 0 la BUILDING B II ACCESSIBLE PARKING SIGN PER 22 / T1.9 POST PER 12 / T1.12 "ELECTRICAL VEHICLE" SIGN ON POST PER 12 / T1.12 B DS TOP OF ROOF + - +100I-1" EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV E EV EV EV EV Q` READY REAr DY READY READY READY READY READY READY READY READY READY NSTALLE STALLE STALLE NSTALLE NSTALLE A Y READ READY READY READY READY I---- ---- ---- ---- ---- ---- ---- ------------ -- - ------------- --- ----- ---- ---- ---- IQ1�1111�11 ��II �IIII I o 44' - 0" 22 PARKING (2 ADA) ACCESSIBLE PARKING, CCESSI E CCESSIB Iyp H I PER 21 / T1.8 AND �--SEWER EASEMENT 2 21 &22/T1.9 - J o Z I TRUNCATED DOMES, ONE-WAY DIRECTIONAL ARROW N I PER 34 / T1.9, TYP PAVEMENT MARKING, TYP I 0 - PROP LINE '-- REDUCED -HEIGHT 4' TALL WOOD -SIGHT-OBSCURING-FENCE- - - - - - SPORT COURT (EASEMENT OR BLA PENDING) +/- 35- 4 1 /2" 301.58' 4' WIDE x 10' HIGH TYPE-1 LANDSCAPE S 000 22' 08" W REDUCED -HEIGHT 4' TALL 11' - 7 1/4" 15' RS ZONE SETBACK - - - - - - - - - - WOeD SiGHT-OBS£URtNG- - - - 10' FROM SETBACK, FENCE STEP BACK IF > 25HEIGHT (E) EDMONDS LUTHERAN CHURCH APN: 00576700002508 23525 84TH AVE W +/- 3.05 ACRES (+/-132,879 SF) RS-8 ZONE CANOPY, ABV ` SURFACE -MOUNTED PLANTER BEDS, TYP SAY WINDOW ABV U) 2 N DATUM POINT (+100.00') BENCHMARK @ 458.29' SURFACE -MOUNTED PLANTER BEDS, TYP 5'- 0" PLANTING BUFFER Y WINDOW, ABV HOUSING HOPE we keep hope alive ` DESIGNS 1111 northwest 4 L ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w ww.desi8nsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 CO N 0 e0 Uj O Fm 6 0 z z 0p Q LU W C� J Z LU U) _FmH W cl LL W M vJ c, a H O Na. co LO W Q N + 00 M CONSTRUCTION DOCUMENTS "EXIT ONLY" SIGN, DOUBLE SIDED, NOT SIGHT -OBSCURING ISSUE DATE: DECEMBER 2022 CURB CUT, PER DETAIL TR-543 REVISION SCHEDULE # Date I Description 2 01-25-2023 PERMIT RESUBM. CONTENTS: SITE PLAN SCALE: As indicated DRAWN: CS, RB CHECKED: PRC PROJECT NO: 2021031.00 SITE PLAN N 1 /16" = V-0" A1m10 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS MAXIMUM OF 3 CIRCUITS PER HOMERUN (DERATE AT 80%) HOMERUN FROM EXTERIOR OR CORRIDOR ISOLATED GROUND WIRE TO WALL ONLY. 1" MINIMUM ALL IG TYPE RECEPTACLES 1/2" MINIMUM 3 1 HOT TO EACH RECEPTACLE 1 HOT WIRE FOR EACH CIRCUIT 1 3 INDIVIDUAL NEUTRALS C C CTL 5 5 EQUIPMENT GROUND IN ALL CIRCUITS PLUGLOAD CONTROLLER. SEE BELOW. TYPICAL RECEPTACLE CIRCUITING DETAIL SCALE: NONE MULTIPLE BOX MOUNTING BRACKET COOPER B-LINE #BB7-16 OR BB7-24 FOR AV AND NON AV LOCATIONS OR COOPER B-LINE #BB8-16 OR #BB8-24 WHEN NON AV LOCATION DOUBLE DUPLEX POWER B AV BACK BOX LOCATE ALL DEVICE AT ONE LOCATION IN ONE STUD BAY 1\ AV BACK BOX \ DOUBLE DUPLEX POWER BACK BOX 1100' 1�_\:TWITS]:1a:Zi):1 NO DEVICES LOCATED IN DIFFERENT ROOMS MAY BE LOCATED IN THE SAME STUD BAY. DEVICES LOCATED IN DIFFENT ROOMS MUST BE SEPERATED BY A MINIMUM OF 1 STUD BAY. POWER, DATA AND AV ROUGH IN DETAIL SCALE: NONE LEGEND CONDUIT CONCEALED UNDERGROUND OR UNDER FLOOR HOME RUN TO DESTINATION INDICATED. 1" MINIMUM UNLESS NOTED OTHERWISE. ® RECESSED LIGHT FIXTURE, LETTERS DENOTE SWITCHING. O SURFACE OR PENDANT MOUNTED LIGHT FIXTURE <QO Q QO RECESSED LIGHT FIXTURE SURFACE OR PENDANT LIGHT FIXTURE + WALL MOUNTED FIXTURE 0 FIXTURE WITH EMERGENCY BATTERY ® FIXTURE WITH EMERGENCY BATTERY EMERGENCY BATTERY LIGHT, TYPE X-1, EXCEPT AS NOTED LIGHT TRACK O> DIRECTIONAL LIGHT WALL MOUNTED FIXTURE POLE TOP LIGHT FIXTURE/STREET LIGHT FIXTURE E]-*-❑ []--0 POLE LIGHT ®® EXIT SIGN LIGHT FIXTURE TYPE X, EXCEPT AS NOTED 4 t> EXIT SIGN AND EMERGENCY LIGHTING UNIT AT SAME LOCATION. MOUNT EMERGENCY LIGHTING UNIT DIRECTLY ABOVE EXIT SIGN. EXIT SIGN WITH EMERGENCY UNIT D DIGITAL SWITCH "$ DIGITAL SWITCH KEY SWITCH K WALL SWITCH, KEYED OPERATED, TYPE AS INDICATED o� WALL SWITCH WITH INTEGRAL OCCUPANCY SENSOR OS OCCUPANCY SENSOR PC PHOTO CELL CTL PCL PLUG LOAD CONTROLLER CTL WIRELESS LIGHTING CONTROLLER XXX XXXX LIGHTING FIXTURE TYPE DESIGNATOR, SEE LIGHT FIXTURE SCHEDULE SINGLE RECEPTACLE, TAMPERPROOF DUPLEX RECEPTACLE, TAMPERPROOF DUPLEX RECEPTACLE ABOVE COUNTER, TAMPERPROOF DOUBLE DUPLEX RECEPTACLE, TAMPERPROOF IGW IG (91C= RECEPTACLE ISOLATED GROUND TYPE, TAMPERPROOF GFI �)= DUPLEX RECEPTACLE GFI TYPE, TAMPERPROOF C (glt= CONTROLLED GREEN RECEPTACLE, TAMPERPROOF M (glt= RECEPTACLE AT MONITOR HEIGHT WP(9�= WEATHERPROOF DUPLEX RECEPTACLE (GFI TYPE) O SPLIT WIRED RECEPTACLE C FLUSH FLOOR BOX WITH DEVICES AS SHOWN, RECEPTACLES ISOLATED GROUND TYPE MULTI OUTLET ASSEMBLY WITH DEVICES INDICATED (SURFACE METAL RACEWAY WITH INTEGRAL WIRING DEVICES) ® 10 SPECIAL RECEPTACLE AS NOTED ® 30 SPECIAL RECEPTACLE AS NOTED OD DRYER OUTLET NEMA 14-30R ® RANGE OUTLET, NEMA 14-50R O HOOD OUTLET, CONNECT ALL LIGHTS ••• THREE -BUTTON CONTROL SWITCH ❑� PUSHBUTTON SWITCH Q DOOR AUTO -OPERATOR PS POWER SUPPLY ® EQUIPMENT CONNECTION 4 MOTOR CONNECTION r❑ DISCONNECT SWITCH r1Z MANUAL MOTOR STARTER rF] FUSED DISCONNECT SWITCH El MAGNETIC MOTOR STARTER rZ COMBINATION STARTER I JQ JUNCTION BOX n CIRCUIT BREAKER SWITCH — FUSED SWITCH --�J-- FUSE 1 GROUNDING PER CODES $ $ 120/27 OS PC, os Pc� SENSORS ARE—/ EITHER INTEGRAL TO FIXTURE OR NETWC AN EXTERNAL DEVICE. SEE SCHEDULE AND FLOOR PLANS 120V OTHER CONTROLLERS LEGEND FfF B ❑F FIRE ALARM PULL STATION E ICI G IN E E R S FIRE ALARM SPEAKER WITH ADA STROBE Travis Fitzmaurice Wartelle /OH\ FIRE ALARM ADA STROBE WALL MOUNTED Balangue Engineers Inc. 1200 Westlake Ave. N., #509 FIRE ALARM ADA STROBE Seattle, WA 98109 O SMOKE DETECTOR/SENSOR (L=LOBBY) p: 206-285-7228 1 info@tf-wb.com OR RESIDENTIAL NETWORK CO/SMOKE DETECTOR WITH SOUNDER ORA RESIDENTIAL NETWORK CO/SMOKE DETECTOR WITH SOUNDER/STROBE OSMOKE DETECTOR/SENSOR IN DUCT D O HEAT DETECTOR, FIXED TEMPERATURE ❑D DOOR HOLDER -PROVIDED BY HARDWARE SUPPLIER. CONNECTION BY ELEC. S D® SMOKE DAMPER CONNECTION O SPRINKLER SWITCH CONNECTION ® FIRE ALARM RELAY ❑V VOLUME CONTROL AV AV1 E2 AVM AVP AV SYSTEM OUTLETS S3 S2 �S AV SYSTEM SPEAKER EdWALL MOUNTED AV SYSTEM SPEAKER DATA OUTLET WITH 1.25" CONDUIT TO ABOVE CEILING (NUMBER = NUMBER OF RJ45 JACKS, NO NUMBER = 1) WAPN7 WIRELESS ACCESS POINT VD VIDEO SURVEILLANCE OUTLET AT CAMERA REx REQUEST TO EXIT FC-R-1 CARD READER Ds DOOR SWITCH Ms MOTION SENSOR EH MOTION SENSOR WALL MOUNT Q SECURITY KEYPAD EEI ELECTRIC LOCK IWM— 208V PANEL F❑IC FURNISHED BY OWNER INSTALLED BY CONTRACTOR F❑I❑ FURNISHED BY OWNER INSTALLED BY OWNER GFI GROUND FAULT CIRCUIT INTERRUPTER IG ISOLATED GROUND WP WEATHERPROOF XXXX AVAILABLE FAULT CURRENT AS INDICATED DFLAG NOTE %An1_=1 E:cc AoE:A rONTROLLERS ON TILE. CONDUIT (TYP) TO EACH LIGHT FIXTURE WITH WIRELESS CONTROLLER FOR ALL CIRCUITS SHOWN ON SCHEDULE. MARK CEILING TILE. TYPICAL WIRELESS LIGHTING CONTROL DETAIL SCALE: NONE HOUSING HOPE we keep hope alive DESIGNS northwest elt LIV ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 99792 w—Aesigns—com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 N 1' FATWA L �� N 0 00 UU am CIO O Fm0 z Q z 0 LILI W C') J Z LILI co H LU Cj) LL _N O N LO Lu 00 N PERMIT SET IssUE DATE: SEPTEMBER 2022 REVISION SCHEDULE Rev # Date Description 1 10-19-2022 Bid Set 2 01-25-2023 REV 2 LEGEND SCALE: As indicated DRAWN: EL/AS CHECKED: MF PROJECT No: 2021031.00 SHEET: El II1 1' 377 3 4 J J EV EV EV EV EV READY READY READY CAPABL 1.25"-6#6,2#8GND CH1-19,21,23,25 UTILITY VAULT 444LA WITH 44-332P COVER HOTBOX 120V CIRCUIT CH1-41 /— METER CENTER C EXTERIOR 4 EV EV �� EV 'ABLE CAPABLE 'Ai 1.25" TO CH1 TEL/PHONE DEMARC PANEL CH1 & RESIDENTIAL IDF C Til -d"[1L ' _V J7EV EEV 'ABLE ; CAPAPAE 1.25" TO CH1 -M EXIST. ZIPLY UTILITY POLE TO BE RELOCATED. COORDINATE WITH ZIPLY. NEW ZIPLY UTILITY Q POLE LOCATION N7 —x /X V 4 M - //�=CAPABLE �=CAPABLE\\CAPABL J J I EEV EEV EV EV EV EV >t CAP'ABLE CAPCABLE CAPABLE CAPABLE CAPABLE �^ N )) 1.25" TO AH 1 1.25" TO AH 1 1.25" TO AH 1 HOTBOX 120V CIRCUIT AH 1-107 236TH ST SW BUILDING A FIRE ALARM CONTROLPANEL� M (FACP) I 4" COMM PAN EL AH 1 I I METER CENTER A EXTERIOR-----/ E� TEL/PHONE DEMARC & RESIDENTIAL MDF A METER CENTER D EXTERIOR i I I III III III III III • � � - — — TEL/PHONE DEMARC METER CENTER B EXTERIOR & RESIDENTIAL IDF D TEL/PHONE DEMARC & RESIDENTIAL IDF B PANEL DH1 1.25"-6#6,2#8GND 1.25"-6#6,2#8GND ANEL BH1 1.25"-6#6,2#8GND 1.25"-6#6,2#8GND /1.25'-3#61#8GND TO BH1 TO DH1 TO DH1 TO DH1 1.25"-3#6,1#8GND O BH1 BH 1-27,29 3 I 3 3 3 V 3 1 r 2 1 i 3 3 �I I 1 _. EV EV EV EV EV _. _. _. EV EV EV EV EV EV =_ \ READY READY READY READY READY READY —READY -READY READY READY READY NSTAL E STALL STALLED/1N' I 4DY REAE III \ — — — — — — — — 1.25"-6#6,2#8GND SS SS SS SS„ BH1-19,21,23,25 SEE ONE J)11 \ M M AA M M— M BH-6 VIA EXTERIOR c LIGHTING CONTROLLER fffF B ENGINEERS= Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com COORDINATE STREET CROSSING WITH SNOHOMISH PUD PROPOSED SNOHOMISH PUD 3 PHASE SERVICE POLE � I�—COMCAST I � 4" COMM INTERFACE POINT FLAG NOTES: I1 INSTALL DOUBLE EV SHARED D LOAD MANAGEMENT CHARGING I STATION D2 INSTALL SINGLE EV CHARGING STATION D3 FUTURE DOUBLE EV CHARGING STATION. LOCATION SHALL BE EV READY WITH CONDUIT AND WIRE INSTALLED. D4 FUTURE DOUBLE EV CHARGING STATION. LOCATION SHALL BE EV CAPABLE WITH CONDUIT INSTALLED. I NOTES: I� II ELECTRICAL ARGING FACILITY [:: ECDC 17.115.020.1. SNOHOMISH NTS OF LEVELIIPUD TRANSFORMER. VEHICLEPROVIDE PROTECTIVE TATIONS. BOLLARDS PER T SNOPUD STANDARDS l O BH1-41,43 (2)4" COMM EXIST. ZIPLY UTILITY POLE TO BE RELOCATED. HOT BOX r 1"-3#10 NEW ZIPLY UTILITY POLE LOCATION / COORDINATE WITH ZIPLY. 120V CIRCUIT UTILITY VAULT BID 444LA WITH BD 44-332P COVER O HOTBOX 120 CIRCUIT C N F I� z � J OJ � w i � III I II� ICn F— SITE PLAN - ELECTRICAL 1 /16" = 1'-0" HOUSING HOPE we keep hope alive DESIGNS northwest elt LIV ARCHITECTS 360.629. 3441 P. 0 U c 1'-70 IOU I SR _ suite B Sinn d. W19829' r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 L 1• FIT2 co N O 00 UUrn am O Fm0 z z: 0 Lu LU C') J Z LLI co H LU cf) LL U) O�aLO cY) N 7- 7- Lu N PERMIT SET ISSUE DATE: SEPTEMBER 2022 REVISION SCHEDULE Rev # Date Description 1 10-19-2022 Bid Set 2 01-25-2023 REV 2 CONTENTS: SITE PLAN - ELECTRICAL SCALE: As indicated DRAWN: EL/AS CHECKED: MF PROJECT No: 2021031.00 SHEET: N El 111