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APPROVED ENG PLN FIR RESUB2 BLD2022-1323+Civil_Plan+OVWSD_APPROVAL+4.3.2023_6.44.25_PM+3460867SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. 5",202' HOUSING HOPE - LC FIELD APARTMENTS CONSTRUCTION DRAWINGS SLOPE EASEMENT AFN: PENDING owe O=� O O _ ,0 t M O W N o06 ,1- zco QJ DD 5 FT TEMPORARY I CONSTRUCTION EASEMENT FOR WALL CONSTRUCTION AFN: PENDING 2 co Z (� (D O O J Cn O 06 � L0z� O ::) N o w co Z J N QCO c) N�� o W ozcf) z o Q oC) N 06Go Z —) N In N Q 00 o z� w o>CO o5 W 2 co Y Lj Q� A O 06 N O co Z M Q 00 I I I I / I � J � I to / / I o �� 11 1�I I APN:00576700002700 ET AL PARK EDMONDS APT LLC 8123 236TH ST SW IC-YJJ.V i DEMO EX. CULVERT. INSTALL NEW PIPE PER STORM PLANS 0 I co I 0 I 0 co � o / El /I 0 I 0 co Ico 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 TAX PARCEL SITE ADDRESS PROPERTY SIZE (TOTAL) SEWER DISTRICT WATER DISTRICT STORM NATURAL GAS POWER CABLE PHONE 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 00576700002614 8215 236TH ST SW EDMONDS, WA 1.35 AC OLYMPIC VIEW WATER & SEWER DISTRICT OLYMPIC VIEW WATER & SEWER DISTRICT CITY OF EDMONDS PSE PUD ZIPLY ZIPLY APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: Im CITY ENGINEERING DIVISION REVISIONS V, V, r O M LO 0 W O 4 M V7 , O Rj O W M 00 Z W 0 (00 m > cv) o co cv)V Z Q W cj) LL Uj _O W A- H N F- LU W cc N H r- cn 04 00 Z o QW`a C T G LID X LL NOO W m CC Z LO 04 ra EN TO `may P 0 M E 00017 �I 0 W LL J�ccnnQ H W Z LU W LU = o c=n O `m 0 cc = a LL0 p O Z Q � W U O DATE: 4/4/23 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 4/4/2023 UNPUBLISHED WORK COPYRIGHT © 2023 BY HARMSEN &ASSOCIATES INC. SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. FILTER FABRIC FENCE PER CITY APN:00576700002700 ET AL / EXISTING NEIGHBORS OF EDMONDS DETAIL ER-900 (BMP PARK EDMONDS APT LLC I / �c,� FENCE TO REMAIN C233). NOTE, FILTER FENCE 8123 236TH ST SW DISCHARGE PER SHALL NOT BE ATTACHED TO SILT FENCE DIVIDER 12" SDR 35 PER ❑ STORM PLAN PERIMETER FENCE. Q POND RISERPER DETAIL�2PER DETAILSTORM PLAN . s DESIGN GRADING Y CATCH LINE - -463301 _ a - .64' LO OLO W owl o = O ,0 I,- to 't O W N 0 06 z a_ J 00 rl- N z U) Oo m F- O J C0 O06= LO z N oW c9 z J Qo00 CLEARING LIMITS, TYPICAL PER BMP C101 & C103 co o W 00 Z (n C:)Q� M LO U N O 06 00 z N a_ `0 I,- O oz� w CD w= O J � Y � co Op N O (.0 z O co Q 00 V---------------- - - - - -- ------ ----------- i - - - - - - - - _ _ . o - - - - - - - - - - - - ----_-- -�_ - - - - - - - - - - - - - - \_- -- - s =-- � -s R =-- j - - - - -- o- - - _ o-- ,� _-=is====ia_S0024,52%W o ♦moo o�♦♦ O ♦♦ O ♦♦ O Jam_ ♦ o ♦ --� - \I �s o ♦i ♦ ♦ o ♦ ♦ o o \ o o„ o 0 0 �� �� \ P ��-- 00 ---------- TEMPORARY------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - -. - - - - - - - - - - - - - - - - - - - - - - - - _ - - - S - F R .� o rr-a-----a-----ro----- o- ro,--,- , T y� a S- r ■) I / CULVERT IN O SWALE FOR ACCESS, TYP 1 ' ' TEMPORARY SEDIMENT TP-3 R BMP C241 r_m I POND PE / r ' / 1 \ Li I /''J I -- - tz2 1 _--, f - -L r-----------------f ----------------nnnr--------- J---'-F�' II UJI I I � I I ' - - TP-2 / / NEW BUILDING _ " W ------ NEW BUILDING ' `' - �'- J W 1 FFE 460.00 TEMPORARY ; _ _ _ - J FFE 460.00 INTERCEPTOR SWALE ,` ;' ' F- " I \ PER BMP C200 � / ; O L , I I I ', I /^ 1 v+ ' I � I I I I a� � O 2 , L, '� '� I� � II , i C1.2 I I I II ,I , I r ,^1 I I I I I I I I . / - - - - - - - - r - - - - - - - - �- - J 11 / .�-------------I- -- / L---- -- --- r--- `---- J ' ' /-------, /^ _ _ --- Tl-------------1 ❑ !n /n ' I I I I I ,. r- f-- I � ' I �� E - - ' APN:00576700002614_ ,' • D� ' TEMPORARY II II I II fl I , TP-6 - - �� uC� 7`� / EDMONDS LUTHERAN CHURCH v 2 I _ JNTE C� TOR SWALE I' c�' EL V:458.29{, I W I r- ---1 �I. 1 r------ 4 L•�-------��----- --- - ----- J l 00 - - - - - - - - - - - - - - - - - - - - - - - - i____ 1 L' NEW BUILDING L' j ' I / .I L- .1 L- / �I L- ' ' ' I I� � I FFE 460.00 NEW BUILDING / 1 , TEMPORARY CONSTRUCTION I '` �� - I� I I L FFE 460.00 :11J TEMPORARY STOCKPILE ENTRANCE PER BMP C105 &CITY 1 r j / I © OF EDMONDS DETAIL ER-901 / \ I ; LOCATION.COVER PER r " \ BMP C123 PROTECT EXISTING SEWER '\ y' + " ' n I I u / � , DURING CONSTRUCTION I � \--\ ---3-i---- ---- -�-�---------n-- �----------n- -� ---------6-�-- -----s-iS-E-WE-Rs`iA-S- EMENiT- --f-- -r -a- i-- -f/��-.1______'_�i_�__-_-1-1�__-_-_ r� r-------------------------------------- 106 451_--r_ TP-5 L - -- p- -- -n--- -n--- -sb-- 20191000466 n- ' --- / I / ``1 / I '�� � „/I 2\1 / I �� \ , ♦ ,i ♦ "N� ��,,' � ♦» �i >��♦ ��i r �♦=�� �,�,=1�♦'�_ �, >j ♦'� �/� � ♦� �i �t♦ =/i �►_♦ ,iJ'��'� vv r�AAAIPPAccL♦ `n�/' dI�,d ,0 );�I - �/� ,,. ��/,i �i._��,"i �, ,=�,ii �7' r ��,'i_ 4 a _ •„�„ � i /i_,o •p �, /i„ •4 � /i„ •� ��„( �r2 ``(?2) ' ' '"< 232.94' b JOB SHACK II' " \ , ' ' " SS - SS SS- SS S S Ss Ss Sss� ss S s ,v�, - - - I \ _ _ • I 4 1 ' \ SSMH RIM=460.82 CONTRACTOR OPERATIONS O L-- O c. I i _ _____--� f I�� �'VMN,S&WIFt453.57 - ---- ------ �`H I ,u� PAD, SURFACE WITH BASE N 00'22'08" E � - 1gs 5 / COARSE GRAVEL PER BMP C107 0 CB RIM=459.51 �`5/ 1Q„�M2S1E=4F5.77 r, ` ✓ ; ��-� % ems- \lC li�l5"r1TtF�L"r- - - - _ - - - - - - \ 0 1 - .. ---- -- -- - ----- - -- - -- _ r f L2 ------ s� M 1--- - PLANTER C PLANTER i CB RIM=458.53 2 N 00'22'08" E 301.58' / 18" CMP N IE=455.38 TEMPORARY INLET 6" PVC (vERT) IE=456.58 fl_- _ _ _ _ -_ - _ = PROTECTION PER CITY OF C EDMONDS DETAIL ER-902 R FABRIC FENCE PER C/' I I I I I I I , I -------;-2 �; I / I I L 1 I I _ _ _ _ _ 1 _ _ J I i /I F /----------------✓ - -- --- I I C / I I (CLEARING LIMITS, / I / TYPICAL PER BMP �o C101 & C103 c0 w zz z =o U �v 11 w I P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C1.0 DEMO SWPPP.DWG 4/3/2023 0 FILTE CITY OF EDMONDS DETAIL ER-900 (BMP C233) REMOVE CONCRETE WALK AND PORTABLE OFFICE LEGEND FOUND MONUMENT IN CASE OO FOUND IRON PIPE AS NOTED O FOUND REBAR AS NOTED FOUND PLAT MONUMENT BENCH MARK CONTROL POINT 0 CATCH BASIN WATER VALVE W GAS VALVE G O---ALUMINAIRE T.E.S.C. NOTE: INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION. TRANSFORMER PAD o MAILBOX SIGN POST SEWER MANHOLE ❑ T TELEPHONE PEDESTAL z JUNCTION BOX _Q__ POWER POLE W/ U.G. FEED -0- POWER POLE FIRE HYDRANT ® WATER METER TEMPORARY INLET PROTECTION PER CITY OF EDMONDS DETAIL ER-902 CULVERT 6" PVC N I E=455.01 DEMO EX. CULVERT. INSTALL NEW PIPE PER STORM PLANS c, cn m 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 ❑ SSMH RIM=458.27 8"PVC E & W IE=450.33 E OUTLET PLUGGED U) CHAINLINK SECURITY FENCING PER CONTRACTOR. PROVIDE GATE AT ENTRANCE C, / / 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 In POWER POLE TO BE RELOCATED BY OTHERS UNDER SEPARATE PERMIT E CHAINLINK SECURITY FENCING a AT PERIMETER OF SITE PER W m CONTRACTOR. J_ 0 U) m`o co ❑ / \/ 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°5550" 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. NOTE WHERE SECURITY FENCING AND SILT FENCING/CLEARING LIMITS COINSIDE, SILT FENCE MUST BE INSTALLED SEPARATELY PER CITY OF EDMONDS DETAIL ER-900 (BMP C233). X GROUND SHOT TO BE DEMOLISHED • PROPOSED SSCO ■ PROPOSED SDCB-TYPE 1 X X X FENCE LINE smnrt CLEARING LIMITS • PROPOSED SSMH ■' PROPOSED SDCB-TYPE 2 c GAS LINE (BMP C101 & C103) H PROPOSED VALVE '` PROPOSED BIOFILTER P POWER LINE x x FILTER FABRIC FENCE # PROPOSED FIRE HYDRANT -SD- PROPOSED SEWER LINE PER CITY OF EDMONDS UP POWER LINE (U.G.) DETAIL ER-900 (BMP C233) 1 PROPOSED AIR VAC - ss- PROPOSED SEWER LINE ss SEWER LINE O TEMPORARY INLET '�--I PROPOSED BEND - W- PROPOSED WATER LINE - SD STORM DRAIN LINE PROTECTION PER CITY PROPOSED TEE TP-1 TEST PIT OF EDMONDS DETAIL - T TELEPHONE LINE ER-902 (BMP C220) 6M PROPOSED METER INTERCEPTOR SWALE UT TELEPHONE LINE (U.G.) (BMP C200) 10 PROPOSED RPBA W WATER LINE TREE TO BE REMOVED • PROPOSED SDCO 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 � Loc�rn W O 4 M , In � M O O (D 0 > Dorn ACC Z � W �LL O T w rA I- w w CC F- N r- rn N 00 z (3) Q W LO a X NOOK W W w Ir ` LpO N z T a 19N w P PRo��S�' LIJ � Q J J c Q IL a J W //��/� a F_ V/ o /� � + ca O O N i Q O r C�aNw Q Z ao O cf) 2 LU DATE: 4/3/23 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 1 8" FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS - n WIRE MESH FENCE TO SUPPORT FILTER FABRIC BURY BOTTOM OF FILTER MATERIAL 8" TO 12" 6' MAX NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS ACTIVITY. BEFORE OTHER WORK CAN BEGIN �LVISIUN L'AI L CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018 FILTRATION SYSTEMS - PUBLIC WORKS STANDARD DEPARTMENT DETAIL FS f . 189,3 r APPROVED BY: R. ENGLISH ER CATCH BASIN GRATE FILTER SOCK WITH OVER FLOW HOLES (TYP) CATCH BASIN 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 i r SEDIMENT TRAP PUBLIC WORKS FOR CATCH BASINS STANDARD ` DEPARTMENT DETAIL FS f , 1g9� APPROVED BY: R. ENGLISH E R - 9 02 P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C1.0 DEMO SWPPP.DWG 4/3/2023 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. LLS A TH IN DE FULL WIDTH GRESS/EGRESS 0 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 / \ REVISION DATE STABILIZED CONSTRUCTION JANUARY 2018 >�,CITY OF EDMONDS ENTRANCE PUBLIC WORKS STANDARD DEPARTMENT DETAIL 77 FS f . 1g9� APPROVED BY: R. ENGLISH ER 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 l Q 1 � ELEV 450.78 n 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 OLYMPIC VIEW WATER AND SEWER DISTRICT AND FOLLOW DISTRICT 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 OF SITE UTILITIES WITHIN THE BUILDING. 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. 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 /\\�/\\/ 12"3. DITCHES WITH SLOPES IN EXCESS OF 9% SHALL BE PLACED MIN\\/ WSDOT/AWPA SPECIFICATIONS Lu LU WIRE BACKED SILT FENCE / \\ 12 LU Q STAKED HAYBALES /\/\\\ / \\/��\�` IN CLOSED CONVEYANCE SYSTEM UNLESS ALTERNATIVE WRAPPED WITH FILTER 0 0 ENGINEERED DESIGN IS APPROVED W 0 FABRIC OR EQUIVALENT DIVIDER SET IN MIDDLE OF POND TEMPORARY INTERCEPTOR SWALE SCALE: NONE APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: am CITY ENGINEERING DIVISION UNPUBLISHED WORK COPYRIGHT© 2023 BY HARMSEN & ASSOCIATES INC. REVISIONS V, V, r O M LC) W 0 , CO)i � In O � O W r- M 00 O m O O O ID \ CV) cm cn Z Q W c^ LL O T LU cn H W W CC N F- r- cn 04 0 Z 0 Q O a I X LL NOO W m CC Z IO 04 r la EN TON'-y w 0 J W LL J_ J � ccn a a w LVZ�� 0 LIJ a��° Ic' 0 m0 LU H = L z a O a c, W a Z 00 j cn 7 cn O DATE: 4/3/23 JOB #: 21-208 Know what's below. Call before you dig. C1 ■ 2 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. 12 LF 6" PVC S=0.01 FT/FT M I N YARD DRAIN #12 RIM 458.75 IE 456.75 WALL DRAIN STUB INLET IE 456.40 ole 1 C .1/111 ^P1C11 TRENCH PER DETAIL c2. SDCB-13, TYPE II 48" STA 12+02.1, 25.8' LT SDCB-12, TYPE II 48" W/ SOLID COVER STA 11+73.0, 25.8' LT RELOCATED POWER POLE 15 LF 12" PVC SDR-35 SDCB-20, TYPE II 48" STA 11 +72.8, 40.9' LT 16 LF 12" PVC SDR-35 SDCB-9, TYPE I STA 11+81.5. 50.7' LT 1\V t.l\ LIIYLV DISPERSION PAD PER DETAIL I� I U I co o U 0 20 40 Feet SSMH RIM=455.38 NO MEASURE DOWNS TAKEN CB RIM=455.95 8"CONC. N IE=451.80 SDMH RIM=456.19 12"CONC. E & W IE=448.67 8"CONC. S SAWCUT & PATCH PER CITY OF EDMONDS DETAIL GU-410 SDCB-14, TYPE II 48" STA 12+02.2, 7.2' RT 16" R CITY OF EDMONDS ETAIL SD-300 ONNECT TO ISTING STORM) 3 LF 12" VC SDR-35 29 LF 12" PVC SDR-35 LF12" CPEP RAFFIC RATED NCH DRAIN, RIM 458.40 IE 455.48 \ CONNECT TO SDCB #1 \ CB RIM=458.21 12"CONC. E & W IE=450.33 SSMH RIM=458.27 8"PVC E & W IE=450.33 E OUTLET PLUGGED CB RIM=457.91 12"CONC E & W IE=451.86 SSMH RIM=457.72 R"P\i(' N,E & W IE=448.70 c "' ` 6" TRAFFIC RATED �I TRENCH DRAIN, RIM 458.25 IE 456.06 CONNECT TO SDCB #2 SDCB-2, TYPE I STA 10+05.1, 36.0' LT ❑ �N U) /I ❑ CD 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' 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 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. DRY UTILITY NOTE PROVIDE MINIMUM T HORIZONTAL AND 1' VERTICAL SEPARATION FROM WATER/SEWER/STORM UTILITIES ON PRIVATE PROPERTY AND 5 FEET SEPARATION FROM CITY UTILITIES IN RIGHT-OF-WAY. CROSSING PIPES 12" STORM O1 IE 455.19 2" WATER IE 454.50(±) 8" WATER OIE 456.10(±) 6 12" STORM IE 449.80 12" STORM O11 IE 456.02 6" WATER IE 455.00L±1 12" STORM 2 IE 455.86 8" WATER IE 454.50(±) 2" WATER O7 IE 456.50(±) 6" STORM IE 454.60 6" STORM O12 IE 456.64 12" STORM IE 455.53 12" STORM O3 IE 456.39 4" WATER IE 454.50(±) 2" WATER O8 IE 456.70(±) 6" STORM IE 455.05 6" STORM O13 IE 456.50 8" WATER I E 455.33j:_tj NOTE: WHERE THERE IS 6" OR LESS CLEARANCE BETWEEN 2 PIPES ETHA - FOAM SHALL BE USED. ♦ _� CROSSING PIPES PLAN SCALE: 1" = 60' VERTICAL DATUM NAVD 88 GEOID 12 ESTABLISHED BY GPS 12" STORM O4 IE 455.10 12" STORM IE 450.28 2" WATER O9 IE 456.80(±) 6" STORM IE 455.20 6" STORM O14 IE 456.73 8" WATER IE 455.59K±-) 12" STORM O5 IE 454.97 6" STORM IE 451.15 12" STORM O10 IE 455.79 8" SEWER IE 448.95 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: im CITY ENGINEERING DIVISION REVISIONS V! V! r O M P- LO CD W O 1 1 1 � M V7 O � O W I- M 00 Z W o m o \ O O co Z Q W CA LL 0 tu T W N 1= W W F- N I- r- cn N - ao Z o Q m Q u7 � x L No0 AkWmcc • Z LO N ra EN �Q4jJ TO rL w P 0 �tiM !i P PRO��,�S 000*7 0 J W LL Z a J J � C/) a w W ZLU H w = o z O c") O cc = a N a r LU Z a cm 00 0 W O DATE: 4/4/23 JOB #: 21-208 Know what's below. Call before you dig. C2mO 9 P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C2.0 STORM.DWG 4/24/2023 UNPUBLISHED WORK COPYRIGHT © 2023 BY HARMSEN & ASSOCIATES INC.' 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\tea\\.. � �.i� .\\� \\!�� 232' ------------------ ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 7' �12" CPEP FROM _� 8" CPEP COURTYARD COLLECTOR 8" CPEP ROOF COLLECTOR BIOPOD #2 IE 455.61 IE 455.61 ------- IE 452.83 0.50' !✓��i\\�.�\i�%�i�\� \\!��\�\\� �\���\i\\� �\!���\i�\\ \i�\�\\� �\!���\ice\\� �\!:��\%� � ✓�i\\i�\\!�i��\\� �\!���i\\� �\��\\���\i �\ .�� TOP OF LIVE STORAGE J L BOTTOM OF LIVE STORAGE ELEV: 456.28' ELEV: 450.28' ELEVATION VIEW SEE STRUCTURAL PLANS FOR FOOTING & SUBGRADE REQUIREMENTS 12" CPEP OUTLET IE 450.28 12" CPEP FROM BIOPOD #2 6" PVC VAULT FOOTING IE 452.83 DRAIN. CONNECT TO SDCB #20 232' 12" CPEP FROM BIOPOD #1 IE 452.72 7' FINISH GRADE ELEVATION = 459± 20' ------ ---------------- 0.50' 6' PVC FOOTING TOP OF LIVE STORAGE DRAIN. SEE ELEV: 456.28' STRUCTURAL DETAILS BOTTOM OF LIVE STORAGE ELEV: 450.28' 5% SLOPE TO SEDIMENT COLLECTION - ------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ -� DETENTION VAULT ACCESS AT OUTLET. STEP & LADDER PER COE STANDARD DETAIL GU-423 SECTION VIEW 12" CPEP OUTLET 50, 100, 79' - TO SDCB #20 IE 450.28 — 20' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — V' CHANNEL 12" CPEP FROM DETENTION VAULT ACCESS ; BIOPOD #1 IE 52.7 TYPICAL 5 LOCATIONS. ; 452.72 STEP & LADDER PER COE 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 SQ %30" ❑ 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 1511 �I 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 4/3/2023 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 oa .d. 0 a ..4 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 ° a 12" RISER DETENTION ° VAULT 12" OUTLET PIPE ° 4. 1 IE 450.28 e. a. TH ES PIPE SUPPORT .o d c RESTRICTOR PLATE WITH SHOP DRILLED ° 0.45" 0 ORIFICE °o ° a ., a 0 -ELEV-450.28 - a 2' MIN ° ° e.. ° LEV. 448.28 a. ° 2' MIN 1 4' X 4' SUMP i J . a a FLOW CONTROL (IN VAUL 7' PVC COLLECTOR J 45' BEND ADAPTER OR GASKET TO TRANSITION DOWNSPOUT TO 6" PVC 45' BEND FOOTING DRAIN. 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 co co rO M Ln 0) cM � InWO O WM 00 (00 Z W m 0 > �Oco V ��� Z Q W w _O Uj w ._ F- cn t— w w CC i— 04 r- cn 04 00 Z (3) Q O C T G LO aQ �Xw NOO m CC • 111WW Lr)O 04 Z ra EN TONS'%' oe 0 J W cn U J V cn H J I,,,_c/) W � w W � c!) � a (D z O pC co O H p = Q � Z Q cmLV Z 00 F_ O DATE: 4/3/23 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 - VANED GRATE C23 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 TYPE I - VANED GRATE 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 - DETENTION VAULT 164LF12"DI 455 0 455 S = 0.005 FT/FT 5 LF 12" CPEP 8" PROPOSED WATER 13 LF 12� CPEP S = 0.005 FT/FT IE 454.50(±) S = 0.005 FT/FT INLET 4" PROPOSED WATER TO VAULT 450 IE 454.20(±) IE 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 #1 RIM=458.94 SDCB-10 TYPE I - VANED GRATE C23 IE (12" S) IN=454.92 RIM=458.82 SDCB-11 IE (12" E) IN=454.92 IE (12" N) IN=456.07 TYPE I - VANED GRATE 465 IE (12" N) OUT=452.72 IE (12" S) OUT=455.97 RIM=458.87 465 APPROXIMATE IE (12" S) OUT=456.47 SDCB-9 EXISTING GROUND TYPEI - VANED GRATE - RI M=459.42 IE (12" N) IN=455.57 _ - - 460 _ (12-W) OUT=455.47 FINISH GRADE 460 -7 79LF12"DI 80LF12"DI 455 S = 0.005 FT/FT 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 - VANED GRATE TYPE I - VANED GRATE TYPE I - VANED GRATE TYPE I - VANED GRATE 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 5.41 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 S) UT= 465 IE (8" S) OUT=456.59 APPROXIMATE EXISTING GROUND GRADE [FINISH - 460 - - - - 460 DETENTION VAULT 25 LF 8" DI 44 LF 12" DI 56 LF 12" CPEP 0 90 LF 12" CPEP S = 0.005 FT/FT S = 0.005 FT/FT 455 S = 0.005 FT/FT S = 0.004 FT/FT 455 8" PROPOSED WATER 1 5 LF 12 CPEP S = 0.005 FT/FT IE 454.50(±) 25 LF 12" CPEP- S = 0.011 FT/FT INLET TO VAULT 450 IE 452.80' 450 SDCB-8 TYPEI - VANED GRATE 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' SDCB-12 SDCB-14 4" PROPOSED TYPE II - SOLID COVER TYPE II - SOLID COVER WATER FINISH RIM=458.20 RIM=457.23 IE 454.20(±) GRADE IE (12" N) IN=450.00 IE (12" N) IN=449.29 460 - - - IE (12" E) OUT=449.90 460 DETENTION f � APPROXIMATE VAULT EXISTING GROUND 455 455 OUTLET--,,,, FROM VAULT 29 LF 12" IE 450.28 PVC SDR-35 450 450 S = 0.007 FT/FT 15 LF 12" 16 LF 12" PVC SDR-35 33 LF 12" PVC SDR-35 S = 0.012 FT/FT PVC SDR-35 445 S = 0.000 FT/FT SDCB -20 S = 0.009 FT/FT 445 TYPE II - SOLID COVER RIM=458.61 SDCB-13 IE (6" W) IN=450.78 TYPE II - SOLID COVER IE (12" N) IN=450.28 RIM=457.80 IE (12" S) OUT=450.18 IE (12" W) IN=449.69 440 IE 6" NE IN=450.78 IE (12" S) OUT=449.59 440 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 4/24/2023 465 SDCB -1 TYPE I - VANED GRATE 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 - L DRAIN 5 LF 12" CPEP S = 0.011 FT/FT 450 450 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 TYPE I - VANED GRATE TYPE I - VANED GRATE 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 APPROXIMATE 465 EXISTING GROUND FINISH GRADE 460 r 83LF12"DI 460 455 S = 0.005 FT/FT 0 455 450 450 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 TYPE I - VANED GRATE RIM=459.80 IE (8" E) OUT=456.50 APPROXIMATE 465 IE (6" S) IN=456.77 EXISTING GROUND FINISH GRADE 465 460 - - - 460 DETENTION VAULT 32 LF 8" CPEP 0 26 LF 8" CPEP 455 S = 0.016 FT/FT S = 0.015 FT/FT INLET TO VAULT 455 IE 455.61 450 SDCB-16 450 TYPE I - VANED GRATE RIM=459.80 IE (8" W) IN=456.00 IE (8" E) OUT=456.00 445 445 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 20 40 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 00 � M cp , W M O O -It , u7 W 1- cM 00 Z W ., O 0 to o 0 c0 'R / M N M Z Q W Cn w 0 r w H N H w w cn H N r- N Z N 0 0 C T c Li•% a° m w Z Lf)O 04 ra EN TO 3 �• � w 0 E Q J W J L a c H J H Q LV Z H o ca W 2 p w O M O J_ =QN2 0 OC Z QN W a QD O cn DATE: 4/4/23 JOB #: 21-208 Know what's below. Call before you dig. C2m2 9 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. ARIES I I INLET WINDOW I I I I III I I III H III INLET III 2'-2" [261 DROP RECOMMENDED, 6' MIN. --�LQ I I III - ~► - - 6„ OPTIONAL DRAIN DOWN DEVICE LEFT END VIEW BIOFILTER #1 DETAIL (4- X 6 SCALE: NONE ARIES I I INLET WINDOW I I �� III I I III H hl 1 III INLET ~� I I 2'-2. 126" DROP RECOMMENDED, 6' MIN. III I I III 6" I I OPTIONAL DRAIN J F DOWN DEVICE LEFT END VIEW BIOFILTER #2 DETAIL (4- X 6 SCALE: NONE 012"RCP MAX. INLET ALTERNATE INLET LOCATION -11 51-0' ALTERNATE OUTLET LOCATION I I DIVIDER WALL 012" RCP MAX. OUTLET l PLAN VIEW 2X 018" TRAFFIC RATED CAST IRON COVERS, FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. 036" BOLTED & GASKETED ACCESS COVER, FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. I I I I I I F-1-1/4" MIN 13'-10" MAX DIVIDER WALL BYPASS WEIR III I I ELEVATION VIEW 012' RCP MAX. INLET ALTERNATE INLET LOCATION � I INLET 5-0" 4%0" - I I 4t®'I pr�yr i CI ALTERNATE OUTLET LOCATION II I DIVIDER WALL 012" RCP MAX. OUTLET I` PLAN VIEW 2X 018" TRAFFIC RATED CAST IRON COVERS, FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. 4" MIN TO V MAX COVER (SEE NOTE I.B) ENERGY DISSIPATION STONE 2" MULCH 1' 6" ItormMixl" MEDIA 6" DRAIN ROCK UNDERDRAIN PIPE 036" BOLTED & GASKETED ACCESS COVER, FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. I I I I 5'-1-1/4" MIN 1T-10" MAX I I I I I DIVIDER WALL 21-8" BYPASS WEIR III I` r 4" MIN TO 6 MAX COVER (SEE NOTE 1.B) ENERGY DISSIPATION STONE 2" MULCH 1'-6. itomlMilTM MEDIA 6" DRAIN ROCK ILdinrlm UNDERDRAIN PIPE ELEVATION VIEW 6elXtim I DESIGN I OAUINCS A. AASI ]TO I IS 20 44 (WITH IMPACT) B DESIGN SOIL COVER-. 5' 0' MAXIMUM C. ASSUMED WA I LR IABLE. BILLOW BASE OF PRLCASI (LNGINLE R-OF -RECORD 10 CONFIRM SIIL WATFR TARI F FI FVATION) D I ATFRAI FARTH PRFSSURF 45 PCF (DRAINED) C LATERAL LIVE LOAD SURCI (ARGE 80 PSF (APPULU 106-0-BELOW GRADE) F NO LA ERAL SURCHARGE FROM AUJACEN I RUII DINGS. WALI S. PIFRS, OR FOUNDATIONS 2 CONCRFTF 78 DAY MINIMUM COMPRFSSIVF STRFNOTH- 5.000 PSI MINIMUM 3. REINFORCING REBAR. ASTM A61;,IA706. GRADE 6D 4. CEMENT: ASTM C150 5 RFOUIRFU ALLCWAFILFSOIL BEARING CAPACITY z}00 'SF 6 REFERENCE STANDARD A ASTM C890 B. ASTM C913 C. ACT 318-14 7. THIS STRUCTURE IS DESIGNED TO THE PARAMFTFRS NOTFD HFRFIN FNGINFFR-OF-RFCORD SHAI I VFRIFY FY THAT NOTED PARAMETERS MEET OR EXCEED PROJECT REQUIREMENTS. IF DESIGN PARAMETERS ARE INCORRECT. REVIEWING CNGINCCPoAUTIICRITY SHALL NO I IF Y OLUC'AS I LE INFRAS I RUC I UHL UPON RLVILW. 8. INLL I ANU OU I LL I HOLES WILL BE FAC 1 ONY CORFD CAST PFR PI ANS AND CUSTOMER RFQUIRFMFNTS INI FT AND OUT FT 1 OCATIONS CAN RF MIRRORFD 9. CONTRACTOR RCSPONSIOLC TO V[RIFYALL SIZES. LOCAL IONS, AND ELEVAI IONS OF OPENINGS 10, CON I RAC] OR RESPONSIBLE CENSURE AUEQUA I E BEARING SURFACE IS PROVIDED (I.E COMPACTFD AND I FVFI PFR PROJECT SPFCIFICATIONS) It SECTION HEIGHTS. SLABIWALL TI IICKNCSSES. AND KEYWAYS ARE SUBJECT TO CI IANGC AS REQUIRED FOR SRC REQUIREMENTS AND/OR DUE TO PRODUC I AVAIL ABII I I Y AND PRODUC I ION FACIA I I Y CONS I WAIN I S 17 MAXIMUM PICK WFIGHiS" A TOP XX XXX I RS B. BASE. XX)00( LOS* C COMBINED WCIGI IT OF BASE INCLUDES BYPASS WFJH. DIVIDER WALL. ROCK& MEDIA) 13. IN I ERNALS SHALL L'ONSIS I OF UNULRUHAIN PIPE. ROCK. S I ORAIMIX " MEDIA MULC H, DIVIDER WAI I. BYPASS WFIR AND OPTIONAI DRAIN DOWN 1 DFSIGN I OADINCS A. MSI ITO I IS 2044(WITT I IMPACT) D DESIGN SOIL COVER: 5' 0' MAXIMUM C. ASSUMLD WAI LR IABLL BILLOW BASE OF PRLCASI (LNGINLLR-OF-RECORD 10 C ONF IBM SI I L WATFR TART F PI FVATIONI D I ATFRAI FARTH PRFSSURF 45 PCF (DRNNCD) C. LATERAL LIVE LOAD SURCI IARGC BO PSF (APPULU 10 B'-0- BELOW GRADE) F NO LAI ERAL SURCHARGE FROM AUJACEN I RUII DINGS. WAI I S. PIFRS, OR FOUNDATIONS 2 CONCRFTF 28 DAY MINIMUM COMPRFSSIVF STRFNCTH- 5 000 PSI MINIMUM 3. REINFORCING: REBAR. ASTM A61fdA706. GRADE 60 4. CEMENT: ASTM C150 5 RLOUIRLD ALLOWABL F SOIL HEARING CAPACI I 2.500 PSF 6 REFERENCE STANDARD A ASTM C890 B. ASTM C913 C. ACT 318-14 7. THIS STRUCTURE IS DESIGNED TO THE PARAMFT F IRS NOTFD HFRF IN FNGINFFR-OF-RFCORD SHAI I VFRIFY FY THAT NOTED PARAMETERS MEET OR EXCEED PROJECT REQUIREMENTS. IF DCSIGN PARAMETERS ARE INCORRECT, REVIEWING CNGINCCFUAUTIIORITY SHALL NOT IF Y OLLXAS 1 LE INFRAS I RUC I UHL UPON RLVILW. 8. INLE I ANU OU I LE I ROLLS WILL BE FAC I ONY CORFDK:A.ST PFR PI ANS AND CUSTOMFR RFQUIRFMFNTS INI FT AND OUT FT 1 OCATIONS CAN RF MIRRORFD 9. CONTRACTOR RESPONSIBLE TO VERIFY ALL SIZES. LOCAI IONS, AND FLEVAI IONS OF OPENINGS 10. CON I RACI OR RESPONSIBLE 10ENSURE AUEUUA I E BEARING SURFACE IS PROVIDED (I.E COMPACTFD AND I FVFI PFR PROJECT 5 FCIFICATIONS) IT- SECTION HEIGI ITS. SLA13MALL TIIICKNESSCS. AND KEYWAYS ARE SUBJECT TO CI IANGC AS REQUIRED FOR SITE REQUIREMENTS AND/OR DUE TO PRODUC I AVAIL ARIA I I Y AND PRODUC 1 ION FACIA I I Y CONSTRAINTS 17 MAXIMUM PICK WFIGHiS" A TOP XX XXX IRS B. BASE )OL)DO( LOS- (- COMBINED WCIGI IT Or BASE INCLUDCS BYPASS WEIR, DIVIDER WALL. ROCK& MEDIA) 13. IN I ERNALS SHALL L'ONSIS I OF U NUERURAIN PIPE, RUCK. S 1 ORMMIX • MEDIA MULCH, DIVIDER WAI I BYPASS WFIR AND OPTIONAI DRAIN DOWN Oadcamminhmijard-1 Aim.... 6-1/2" MIN HANDHOLD LADDER TO HANG FROM MH STEP I WALL -� SUPPORT (n'P) I I I I � I o M I I I I �{ 5.5" I 1 '-0" MAXJ c } 9-3/8" FOR BLOCK OR BRICK MH SECTION } 9-1/2" FOR PRECAST MH - _ SECTION (4" FOR J 7" FOR MODIFIED STEP FOR MODIFIED _ PRECAST MH SECTION STEP) STEP 13-3/4" MIN - POLYPROPYLENE 1MAY BE INSTALLED IN ALL PLASTIC 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 V-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. \ REVISION DATE CITY OF EDMONDS JANUARY 2018 STEP AND LADDER DETAIL PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs t 189� AFIRCV-D BY: R. ENGLISH G U - 423 FLOW CONTROL 4 5" - STRUCTURE PVC PIPE* NON -SHRINK GROUT V-0" MAX CONTROL DEVICE EL• ASSEMBLY TO BE COUPLING PVC PIPE REMOVABLE FROM (OPTIONAL) STUB I INSIDE THE FCS I PVC PIPE* 12" OUTLET SET SCREW TO _ PREVENT ROTATION IE 450.28 INVERT* - - - - � TEE* GASKET (TYP) ~� 1 PVC PIPE SPOOL* ELBOW' PVC ADAPTER' W/ CROSS' o 0 DOUBLE GASKET AND ADHESIVE / \ BONDED SAND FINISH ON EXTERIOR. MIN 7" LONG DRILLED ORIFICE CAULK SPACE BETWEEN IN PVC INSIDE - PVC ADAPTER AND PIPE STUB CONNECTION & CAP PLUG ORIFICE CONTROL DEVICE DIAMETER- f DRILLED DETAIL A 0.45"0 ORIFICE J ORIFICE ; CONNECTION AND 0" LADDER OR HAND HOLDS DIA• CONTROL DEVICE POLYPROPYLENE PVC INSIDE-J (SEE DETAIL A) CAP PLUG* OUTLET PIPE F= - GL CINCH ANCHOR ALLOWABLE OUTLET LOCATION (180' to 315') WIRE ROPE FINISHED GRADE CLIP (SS) CATCH BASIN TYPE II DEFORMED V-NOTCH WEIR AS NEEDED--.f PER COE STD DTL SD-300 3/8" STEEL OVERFLOW ELEV• RIM 459.76 ROD (SS OR 456.28 !' + ALUMINUM) SUPPORT (2 REQ'D) ADDITIONAL ORIFICE LENGTH TO FIT AS NEEDED* _ NVERT• 1'-0" MIN ' PVC PIPE & IE 450.28 1'-6" MAX CROSS ELEV.448.28 FLOW CONTROL STRUCTURE CONTROL DEVICE �I SEE DETAIL A it DETENTION PIPE PIPE SUPPORT V_ y (LENGTH, DIAMETER. DETAIL B OU4METER• MATERIAL TYPE)* FLOW CONTROL STRUCTURE 12_' INLET 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 CITY OF EDMONDS FLOW CONTROL JANUARY 2018 STRUCTURE PUBLIC WORKS (FCS) STANDARD DEPARTMENT DETAIL Fs i . 1S9I3 APPROVED BY: R. ENGLISH S D - 301 (ORIFICE #1) 4" ELBOW IE 455.68 WITH SHOP DRILLED 1.00" 0 ORIFICE (ORIFICE #2) 4" ELBOW IE 454.88 WITH SHOP DRILLED 0.85" 0 ORIFICE APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: am CITY ENGINEERING DIVISION UNPUBLISHED WORK COPYRIGHT© 2023 BY HARMSEN & ASSOCIATES INC. I REVISIONS V, V, r O M In cn W O 1 I M In CO � O W CM 00 Z W -- (D �. O O \ (DO cO Z Q W LL _O W ♦ _ I- N I- w LU IY N F- r- cn N Do Z_ 0) Q OIn aQ C In G X LL N OO 111WWmCC • Z In N ra EN TO fir; ha w 0 W LL �/� V/ J�ccnna a LLLW JZ�� w � p Wm p O m 0 W = a N J a Lc) p LL Zacm O IIIIIII� m O DATE: 4/3/23 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 4/3/2023 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. r ROOF DRAIN PIPE NOTES FOOTING DRAIN NOTES YARD DRAIN NOTES 10 20 Feet BENCHMARKS. 1. PIPE RUNS SHALL HAVE MINIMUM POSITIVE SLOPE OF 1% 1. CONNECT BUILDING PERIMETER FOOTING DRAINS TO SDCB #19. 1. YARD DRAINS WITH 12"x12" MINIMUM GRATES. TBM #1: PK NAIL SET @ NW CORNER OF NORTH AND 6" MIN DIAMETER SMOOTH WALL PIPE. THE COURTYARD 2. PROVIDE 6" PVC PIPE WITH MINIMUM PIPE SLOPE OF 0.5% FROM 2. CONNECT YARD DRAINS TO ROOF DRAIN COLLECTOR PARKING LOT FOR CHURCH ON PARCEL NO. COLLECTOR SHALL BE 8" MIN. BOTTOM OF FOOTING DRAIN ELEVATION AT BUILDING TO WALL AS INDICATED. 0057670002508, 62' EAST OF SE CORNER OF BASIS OF BEARING: 2. INSTALL CLEANOUTS AT TEES, BENDS 45' OR GREATER AND DRAIN AND SDCB #19. RAISED BED PLANTERS AREA, VERTICAL DATUM SOUTH LINE OF NE QUARTER OF AT INTERVALS NO GREATER THAN 150 LF. 3. ALL CONNECTIONS TO THE STORM SYSTEM SHALL OCCUR AT ELEV=459.33' NAVD 88 GEOID 12 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST 3. ROOF COLLECTOR & COURTYARD DRAINAGE SHALL BE AN ELEVATION A MINIMUM OF 1' BELOW THE BOTTOM OF ESTABLISHED BY GPS BEARS NORTH 55055'50" WEST DIRECTED TO THE VAULT, BYPASSING THE FILTERS. FOOTING ELEVATION. TBM #2: NORTH RIM OF SEWER MANHOLE, 20' PER CITY OF EDMONDS LOT LINE ADJUSTMENT WEST OF CENTERLINE OF GRAVEL DRIVEWAY PLN2018-0027 - AFN: 201809215002 ENTRANCE TO SITE ELEV=458.29' - U U V v ; I V V ' V V I V v `/ V ■� I V V V V V ♦♦ ' -� ' �_. I ♦ ♦ I I I 6" CLEAN -OUT WITH 1 RING AND COVER PER rY:.,::..'..::•..'x CITY OF EDMONDS ~ � DETAIL SS-200 SDCB-19, TYPE I ,�,L,»„ : W IE 456.35 RIM 459.71 6" IE 450.97 I / \ ; CONNECT WALL DRAIN / I 6" PVC ROOF DRAIN .'"�♦ & FOOTING DRAIN. I COLLECTOR, TYP. �O� 6�� PVC ROOF DRAIN DISCHARGE TO SDCB #14 " I / COLLECTOR, TYP. I N I / - -- / 6 61. CPEP _ 2 LF-6' GREY w w w w .................................... .- -- ........ r................................... -- -............ - -- 0. _ _ ' .. 6' CLEAN- WITH ; 6 PVC a SDCO 1 6" CLEANOUT 6" PVC WALL DRAIN 0 8 CLEAN -OUT WITH „ WALL DRAIN ; WITH RING AND COVER DS S=0.005 FT/FT MIN. DS 6 PVC FOOTING - : RING AND COVER PER DS 6 PVC WALL DRAIN ING AND COVER PER ■� ■ DRAIN, TYP. 00 S=0.005 FT/FT MIN. DS CITY OF EDMONDS ■ m ; PER CITY OF EDMONDS ; J CITY OF EDMONDS 6" PVC FOOTING ETAIL SS-200 ■ r�------------� : � DETAIL SS-200. 6 DETAIL SS-200 DRAIN, TYP. SOLID PVC ; � ; � 456.63 6" SOLID PVC RIM 459.96 FOOTING DRAIN IE 455.64 } 6" S IE IN 456.40 CONNECTOR FOOTING DRAIN ;J ...... 6" N IE OUT 456.40 CONNECTOR ■ ' - - 8" PVC ROOF & COURTYARD COLLECTOR SDCB-19 i I NEW BUILDING : NEW BUILDING SOILID COVER i : FFE 460.00 FFE 460.00 P.O.C. FOR WALL DRAIN i n YARD DRAIN #1 & FOOTING DRAINS SDCB-16, TYPE I RIM 459.70 «<■■■---��� 6 PVC FOOTING STA 11+27.9, 169.0' LT RIM 459.71 ■ 6" CLEAN -OUT WITH 6" E IE IN 455.00 DRAIN, TYP. - 8 IE 456.03 6 PVC FOOTING ■� RING AND COVER PER 6" N IE OUT 455.00 CITY OF EDMONDS w DRAIN, TYP. 8" PVC COURTYARD (L 8" CLEAN -OUT WITH : ~ DETAIL SS-200. L) ' 6" PVC ROOF DRAIN COLLECTOR YARD DRAIN #6 8" PVC ROOF & RING AND COVER PER : COLLECTOR, TYP. IE 456.87 U_ RIM 459.70 COURTYARD COLLECTOR CITY OF EDMONDS i DS ; N DS 8" IE 456.48 DETAIL SS-200 �J i u =� ...................--------------- ------------ - - - - -------- - - - - -- ----------------- -- a M �. IE 457.25 _ J -- --------------- - - - - ----------------------- --------------------------------------------------------------------------...----------------------------- - - -- I i F F i i ] I r SLOPE 2% .MfN . F I-17 T 1-I �S o_ 7 T F _T _F I -I T �I _ 7 T 1-17 T I_1 T r11 r -1iiiiii i SLOPE2/oMIN I �_ L I_f 1 L TO CENTER IJL I_11 L Hi �'` . \ _ - - _ PERFORATED PIPE,- - - - - - - - TO CENTER _cn - - _ L11 L I_I 1 L I_I LI L I_I 1 L I_I _ ss PERFORATED PIPE INSTALL YARD - - p 6".IE 456.65 `� DS r p J --DRAINS AT LOW DS \ ~ 6 I E 456'.77 / PINTS PER NOTES / \ 0 0� Ds DS - -- - - �p \ 1=I I1 1 I DS tics \ DS✓ IITAR� I D� \ DS � 1 17 >- I I I -I 7 11 11 11 lE- L-- - ----� ----� L11L1_I� i s _ i L11L111L _� �11LI1\c SDCB-15, TYPE 1L STA 10+96.4 168.3' LT 1............. -. .... r-.............................------ ....--- - ---... .............--....--- ...--..............---..........---------....---..........------ - .. ......................... ■.................................................... ■ DS �/ \J p I , r r 6" PVC FOOTING YARD DRAIN #5 6" PERFORATED PVC SURROUNDED DS `� : DS ■ � , � \J L/ YARD DRAIN #9 DS _■ 1 = ,- YARD DRAIN #2 DRAIN, TYP. YARD DRAIN #4 RIM 459.70 BY DRAIN ROCK AND FABRIC (SEE ' 6 PVC FOOTING RIM 459.70 RIM 459.70 RIM 459.70 8" IE 456.48 FOUNDATION DRAIN DETAIL) = i DRAIN, TYP. 8 IE 457.40 ; i O 8" IE 457.20 YARD DRAIN #3 8" IE 456.75 6" IE 456.65 SLOPE 0.5% AT STORM SYSTEM ■ i ■ i 8 PVC ROOF & 6 SOLID PVC RIM 459.70 U) ; 8" IE 457.02 6" PERFORATED PVC SURROUNDED 6" SOLID PVC = , COURTYARD COLLECTOR FOOTING DRAIN I BY DRAIN ROCK AND FABRIC (SEE FOOTING DRAIN CONNECTOR : NEW BUILDING FOUNDATION DRAIN DETAIL) CONNECTOR i NEW BUILDING `n FFE 460.00 SLOPE 0.5% AT STORM SYSTEM FFE 460.00 - ; YARD DRAIN #10 lit I RIM 459.70 ■ 6 PVC FOOTING 6" PVC FOOTING 6 CLEAN -OUT WITH DRAIN, TYP. ; 1E. 8" IE 456.79 RING AND COVER PER _ DRAIN, TYP. 6" PVC ROOF DRAIN ; 8" CLEAN -OUT WITH CITY OF S COLLECTOR RING AND COVER PER 6" PVC ROOF DRAIN 6 CLEAN -OUT WITH L SS-2 RING AND COVER PER S-200 : ca DETAIL IE 457.99 DS DS DS CITY OF EDMONDS COLLECTOR CITY OF EDMONDS : DETAIL SS-200 DS DS IE 456.97 DETAIL SS-200 �IE 457.61 ................................ ........-...-.---.........--.........-.. ...... ....---..........------.......................-..... .......................... ..� .................................. .. --- .... ..--- ............... - ---. .......---..-.. .. I m J m �� J I cn I I VV'/ ss ss ss I ss ss ss ss ss ss s ss s� ;� ss _W ss ss P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C2.0 STORM.DWG 4/4/2023 ss i /,/,ss ss 71L� ss ___hL_ ss T i I _ U) c A <� W- APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION UNPUBLISHED WORK COPYRIGHT© 2023 BY HARMSEN & ASSOCIATES INC. I REVISIONS V, W r O00 0) M f Ln , 0) , W O � M On R* I u7 O W CM 00 Z W 0W O 0 > to o 'R CO N m M Z � W LxaL 0 LU T_ W H N H W W cn H N r- N Z N ao 0) C 0 C � a° m W • ia Z �O N ra IZ EN TONS �Q4 P O Q �I Q a 0 � O W U J � Q W J J W Z v cj LU 2 = 0 Z a F000 z _ N z 0 C�a�w Z a cm 00 z H O O 0 _ oa LL O oc DATE: 4/4/23 JOB #: 21-208 Know what's below. Call before you dig. C2m4 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. 6" TALL CONC. CURB (UNDER WOOD DUMPSTER PAD CONNECT TO / TRASH ENCLOSURE FENCE), CONC. WITH 6 FT APRON EXISTING WALK PAD (SLOPED) AND CONC. APRON (SOUTH / OUTSIDE OF DOUBLE GATES) c3.o PER DETAIL TOP=463.06 SLOPE EASEMENT TO EXISTING & PROPOSED ELEV 458.44 PLACE CURB OPENING AT NORTHEAST CORNER TO SHEETFLOW TO EAST TOE=460.04 EXISTING FENCE LINE WHEEL STOPS, - 59.49 -Y - - - - - - - TYPICAL 4 EXISTING FENCEi TO REMAIN PROVIDE SOLID OVER / I • - - - _ VEGETATIVE A E - EXISTING &PROPOSED ° \ - / ELEV 463.56 0 - v/° 1 >> o 1°�°j 1 3 I-,{ _ TOP=463.57 l a� 459.5 I �' 4 .50 I o TOE=458.89 I \ $ o 1 7- - 1 _ _ \ s \ CONCRETE WALL PER I /A i 458. / �° STRUCTURAL PLANS I i I 458.94 TOP=463.64 a. °Lr tE/ I � \ 26° DETENTvION TOE=459.07 3i VAULT5. END WALL INTO .88 �s G� 20' WIDE / '67°% EXISTING SLOPE r \ I I -ADRIVE AISLE / I I \ , 6" TRAFFIC RATED d' 1 'O fi �; / \ \ 1 i / 1 ;� t / TRENCH DRAIN, TOP=464.90 dO 4 TOE=461.49 459.18 r 459.40 / / RIM 458.40 79I I I 459.40 Lo/ I _ I 5 FT TEMPORARY I - \ \' I I I , \ I 45.9. 2 rn °� .\ CONSTRUCTION �l I \( 7 I ADA CURB RAMPS CURB AT SIDEWALK SHALL oo / / % ' SIDE L EASEMENT FOR WALL co I \o I PER WSDOT STD BE INTEGRAL TO THE �" / �J 1510 N-SITE 'I� IN R.O. I CONSTRUCTION I I I I \ I PLAN F-40.15-04 SIDEWALK L - - - - - - - - J WALKWAY,' I / I z 0 CONCRETE WALL PER I U) 4 .24 N NEW BUILDING NEW BUILDING z' 1'5 FFE 460.00 84 o FFE 460.00 I F_ I F" /� STRUCTURAL PLANS I w Y, / w W to U-J)I I / I / o w W I W I I/ / I ci O /LEI n � n• I � 9 I �a nn• 1, 4 T 11 LL1 ' 1 TOP=465.81 o I TOE=462.02 to�� ° 9�o v v V. 4 8.82 l r �j V �j V 460.23 I Oo l � I , o 1.5 /o NEW BUILDING TOP=465.67 I \ FFE 460.00 TOE=462.25 r I Ff .I 11 / �l V ADA CURB RAMPS PER ADA CURB RAMPS PER 46 49 WSDOT STD PLAN F-40.16-03 WSDOT STD PLAN F-40.16-03 ' L 4�9.2 END WALL INTO �g �° \ 01 11�/ o EXISTING SLOPE I �� 459.39 459.40 U? 459.40 • I / oo T I`L3Colo�j f459. 0/� _---- o 1 I p ODO 1,! 20' WIDE 1 i DRIVE AISLE , EXISTING & PROPOSED ELEV 464.65� 0I.� I I / _1 PROVIDE CURB BREAK, I 1460.460.50 DETECTABLE WARNING STRIP l I I I AND CONCRETE WALKWAY FRONA / I PROPERTY LINE TO CROSSW LK / I I SPORT COURT 1400° / 460.94 ' I ' I 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 P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C3.0 PAVING.DWG 4/3/2023 458.70 1 , - - - - 1.06% I 459.30 ADJUST EXISTING SITE CURB SHALL BE SSMH RIM TO POURED IN PLACE PROPOSED GRADE VERTICAL CONCRETE CURB SPORT COURT PAVING PER ARCH ITECTU RAL_PLANS T-loJ �0 W m i J LU co 0 CD U. LU Ljj i� M O o C7 IJ 11i L L l / J �i Kill 11 l 7T- - -LL . I. • w v I 0 x / •o � I I w ST° NEW BUILDING I FFE 460.00 ' no ANGLE PARKING LAYOUT AND STRIPING PER WSDOT / I STD PLAN M-17.10-02J. o �I ° I 459.40 • 459.40 459.40� `r' DDqr 0 r I I c /E6 �� �� ��!� rr I r• rig°�° r o' � _ = I I,�I I ;/5 9.23 4 3 1 i. o \0 / / y ° I°° / 'll � I L 0 1.06 459.30 / 458.70 - PAVEMENT ARROW ;8 g MARKINGS PER CITY OFi8 458.15 F�l EDMONDS DETAIL TR-566 EXISTING & PROPOSED PROVIDE CURB BREAK, DETECTABLE ELEV 456.96 WARNING STRIP AND CONCRETE WALKWAY TO PROPERTY LINE. ALIGN WALKWAY WITH FELLOWSHIP HALL DOOR. STORMWATER TO FLOW AND DISCHARGE TO ON -SITE CATCHBASINS a a d *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 CULVERT 6" PV( IE=45F � I O #4 REBAR 12" O/C EACH WAY ADJUST EXISTING SSMH RIM TO PROPOSED GRADE. ROTATE OUT OF SIDEWALK t ADJUST EXISTING SSMH RIM TO PROPOSED GRADE I - R.O.W. CENTERLINE 6" TRAFFIC RATED TRENCH DRAIN, CD RIM 458.25 CD PAINTED CENTERLINE -. O _ - C Q d d d d a s a a a a �4. c d a 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 *6" MINIMUM DEPTH CONCRETE AT DUMPSTER PADS r;N PRIVATE HEAVY CONCRETE PAVING 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 NOTES: 1. ON -SITE SIDEWALK PER WSDOT F-30.10-04. 2. SIDEWALK IN CITY FRONTAGE PER CITY OF EDMONDS STANDARD TR-531. 3. CURB AGAINST SITE WALKWAYS SHALL BE MONOLITHIC CEMENT CONCRETE CURB AND WALK PER WSDOT F-30.10-04. 4. SITE CURBS SHALL BE EXTRUDED CONCRETE PER WSDOT F-10.42-00. 5. REFER TO A1.10 SITE PLAN, T1.8 & T1.9 ADA DETAILS FOR FURTHER INFORMATION 6. 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 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' I 470 WOOD FENCE 470 CONCRETE RETAINING WALL 0 _ z LU4 28.7-_ 6.8' 460LU I m 460 �I - w CURB 3:1 PLANTER 450 450 0+00 0+10 0+20 0+30 0+40 0+50 0+60 WALL SECTION A - A SCALE: H: 1 "=20' V: 1 "=20' CURB OPENING AT NORTHEAST CORNER TO SHEETFLOW TO EAST VEGETATIVE AREA CONCRETE WALL PER . -STRUCTURAL PLANS ELEV 458.90 0 08% YARD DRAIN . TRASH RIM 458.75 ENCLOSURE c) . V�GETATlV� . r .AREA. . . . PAD ' w�111111111114YARD DRAIN RIM 459.40 ASPHALT CURB OPENING AT TRASH ENCLOSURE SCALE: 1" = 10' APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: Im CITY ENGINEERING DIVISION UNPUBLISHED WORK COPYRIGHT © 2023 BY HARMSEN & ASSOCIATES INC. I REVISIONS V, V, T O M � Ln � W O 4 M PTO , V7 W M 00 O (D o > cv) o co Z X W LL _O w ♦ F- N I- W W cc F- N r- cn 04 00 z 0) Q cm C T- QQ X NOO W m LLF cc • LIDO 04 Z Ta EN TO P 0 00017 0 LU LL a J cn a Q W Z z w�=o a a � W Z O pC m O a ca = Q 0 r Z Q � W Z 0 Q //�RR V O DATE: 4/3/23 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 EXISTING & PROPOSED \ ELEV 456.96 ASPHALT TRANSITION RAMP. 12:1 MAX SLOPE. 3 SEE DETAIL C3.1 i STA 9+99.3, 17.8' LT END FRONTAGE CURB 457.41 / 457.47 10+00 �S) 2' MINIMUM SAWCUT AND REMOVAL OF EXISTING ASPHALT PER CITY OF EDMONDS DETAIL GU-410 -459 \ 0 459.90 459.90`, \ ' /`L' -459.71 _ _ _ _ I � � 4�9$8- �.�/� 4.9%459.39 459 88 - - 4 _8 � 44� 459.58 459.51 RELOCATED POWER POLE ®--- - �°1:9/0 1.9% ' 4.9% +1 y�% \ :+1.9' ' 1 ° 458:31 EXISTING & PROPOSED - '-------R.O.W. 459SOSITI- IT 458.46 ELEV 458.44_4 I 4 3 1'/o _ / I RELOCATED SPEED LIMIT SIGN - - - _ - NEW PAVEMENT - _ -0 \�s8 45 CONNECT TO EXISTING WALK. ±2.0' (VARIES) 459 i 457.73 - J \ t,458 59 REPLACE IN FULL SECTIONS IF 2•5' 5' 5' _ _ - 457.93 REPLACEMENT IS NECESSARY ACTIVITY 4 7 96 - - - - - - - - - - - ZONE SIDEWALK PLANTER 458.16 458.4411 PROTECT 458.26 45800 457.53 \8Tl�11+94.3, 17.8' LT NOT TO NOT TO i IJ-F 236TH STREET SW PAINTED CENTERLINE TO BE RESTRIPED AS REQUIRED PRIOR TO t PROJECT COMPLETION FRONTAGE IMPROVEMENTS PLAN SCALE: 1" = 20' EXISTING 457.59 1 1 BEGI RONTAGE CURB CONNECT TO EXISTING 3 1 I EXCEED EXCEED I 2% 2% SIGN _+ 11+00 SEE LANDSCAPE PLANS 1 + 00 11 FRONTAGES WALK RELOCATE 1 tMONDS 3 PER CITY OF i EXISTING SIGN O❑ 0 W. FOR PLANTING REQUIREMENTS STANDARD TR-531 �� 1 CENTERLINE 30' RIGHT OF WAY EXISTING PAVEMENT (WIDTH VARIES) RE -PAINT CENTERLINE MINIMUM 11' LANE 2% 1. N lb SIDEWALK PER L 2' MINIMUM SAWCUT AND REMOVAL OF EXISTING FRONTAGE CURB & STA 11+63.3, 16.9' LT DETAIL TR-531 ASPHALT PER CITY OF EDMONDS DETAIL GU-410 T GUTTER PER CITY OF 20' WIDE DRIVEWAY APRON SAWCUT & PATCH PER SEE LANDSCAPE PLANS FOR J ASPHALT PAVING EDMONDS DETAIL TR-520 PER CITY OF EDMONDS CITY OF EDMONDS PLANTING REQUIREMENTS PER DETAIL TR-505 DETAIL TR-543 DETAIL GU-410 AND PER DETAIL TR-505 CONCRETE CURB &GUTTER PER DETAIL TR-520 FRONTAGE IMPROVEMENTS SECTION N 0 + 0 LID m ii + 465 z LID M rn co cy)o , z 465 J p f� Q I� CD Q U) i � + LID w + w d 11 > �� >III mIn PROPOSED CURB w ii n Q w �� >Uj Q w � w FLOWLINE PROFILE w c~n w � w co 460 cn �w w 460 Qw 1�5% 0.14% 0 w APPROXIMATE GRADE BREAK STA = 10+00.00 455 ELEV = 457.410 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 SLOPE TO DITCH NON -WOVEN GEOTEXTILE FABRIC UNDER ROCK LINING 236TH STREET CURB FLOWLINE PROFILE SCALE: H: 1 "=20' V: 1 "=5' END OF GUTTER ELEV=457.41 CURB & GUTTER -\ 2 2 1 DITCH 1 ELEV. 455.0(±) SECTION VIEW ROCK LINED DISPERSION PAD SCALE: NONE SLOPE ROCK LINED SHOULDER TO DISSIPATION PAD SLOPE TO DITCH ROCK LINING TO BE QUARRY SPALLS PER WSDOT 9-13.6 ROCK DISPERSION PAD SCALE: NONE 1 1 1 I 94 . 4-5 1 'lr��,,�•�■, ail, lj � � � 1 457.74- � 457.69 o w ' c -457.35 457.41- 1.21 % O m Lq 00 457.38-/ `457.43 236TH STREET SW ASPHALT TRANSITION RAMP SCALE: NONE ICU 5' SIDEWALK DRIVEWAY APRON 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 02007'00" 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: BY: CITY ENGINEERING DIVISION UNPUBLISHED WORK COPYRIGHT ©2023 BY HARMSEN &ASSOCIATES INC. I REVISIONS V, VJ r O M � Ln 0 W O , , � M Ln On R* O W CM 00 Z W O m o \ too W 'R / co N M Z Q W Cn LL 0 LU r Lu H N H W LU cn N ct N N 0 Z 0 C L0 C Ln a W M W z LO 04 ra EN TO . •��� oar P O Q !x l W_ LL J � � Q Z WZ�� � w = Cal)a. O p� co 0 H Q LO o O Z Q c w LL O DATE: 4/3/23 JOB #: 21 m208 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 4/3/2023 4' WIDE X 10' HIGH TYPE-1 LANDSCAPE � 15' RS ZONE SETBACK RETAINING WALL TRASH ENCLOSURE 4' BUFFER RETAINING WALL 5 TALL WOOD PRIVACY FENCE P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C3.2 PARKING PLAN.DWG 4/3/2023 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. APN: 00576700002700 ET AL PARK FnmminC APT I I r. 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. 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 `Q LG r X NOO W m LL CC • LO 04 Z ra EN TO rL w P 0 ;yM E-�] 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 za0 � a a O DATE: 4/3/23 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 UNE 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" MAX TOP SLAB - - - HANDHOLDS (2) SEE COE STD DTL GU-423 • • .. 20'X24' OR • �' 24" DIA 6" MAX POLYPROPYLENE SAFETY " STEP/LADDER 12" O.C. (SEE NOTE 6 & 7) 48", 54', 60", 72" OR 96" N SAND COLLAR OR I KOR-N-SEAL AROUND • . - I _ - PIPE _ I I W z 2'-0' >ti MIN •: MAX �. PRECAST BASE AND f INTEGRAL RISER NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). 2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN CLEARANCE. 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS. PICK HOLES, RISERS AND FRAMES. ALL PRECAST CONCRETE SHALL BE CLASS 4000. 4. KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAX HOLE SIZE SHALL BE 36" FOR 48" CATCH BASIN, 42" FOR 54' CB, 48" FOR 60" CB, 60' FOR 72' CB, 84" FOR 96" CB. MIN DISTANCE BETWEEN HOLES SHALL BE 8" FOR 48", 54", AND 60" CB; 12" FOR 72" AND 96" CB. 5. CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC 7.05 OF THE WSDOT STANDARD SPECIFICATIONS. 6. STEP AND LADDER MAY BE USED IN LIEU OF POLYPROPYLENE SAFETY STEPS. SEE COE STD DTL GU-423. 7. STEP AND LADDER SHALL BE ORIENTED TO AVOID INSTALLATION ABOVE PIPE. REVISION DATE CATCH BASIN, TYPE II OCTOBER 2021 CITY OF EDMONDS 4899 , 54", 609' , PUBLIC WORKS 72", & 96" STANDARD _ - DEPARTMENT DETAIL est. 189J APPROVED BY: R. ENGLISH SD-300 N O W 0 6" MIN z z 0 ry w o_ a 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:11. MAXIMUM A IMM 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 GRADATION AND ADDITIONAL INFORMATION. 3. TRENCH BACKFlLL 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. _x REVISION DATE ,CITY OF EDMONDS APRIL 2021 TYPICAL TRENCH SECTION r T' PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs t . 18913 APPROVED BY: R. ENGLISH G U - 400 PAWORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C4.0 STANDARD DETAILS.DWG 4/3/2023 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. FLOW CONTROL STRUCTURE 4.5"I` - PVC PIPE' NON -SHRINK GROUT 1'-0" MAX CONTROL DEVICE ASSEMBLY TO BE COUPLING PVC PIPE REMOVABLE FROM (OPTIONAL) _\ STUB• INSIDE THE FCS I SET SCREW TO PREVENT ROTATION INVERT' GASKET (TYP) I zPVC PIPE Z x PVC ADAPTER* W/ CROSS* o DOUBLE GASKET 1 I AND ADHESIVE BONDED SAND FINISH ON EXTERIOR. MIN 7" LONG DRILLED ORIFICE CAULK SPACE BETWEEN IN PVC INSIDE CAP PLUG PVC ADAPTER AND PIPE STUB CONNECTION & CONTROL DEVICE DETAIL A ORIFICE DIAMETER - CONNECTION AND 0 LADDER OR HAND HOLDS CONTROL DEVICE POLYPROPYLENE (SEE DETAIL A) OUTLET PIPE- ALLOWABLE OUTLET LOCATION CINCH ANCHOR (189 to 315') WIRE ROPE LIP (SS) FINISHED GRADE _ CATCH BASIN TYPE II `/fJ DEFORMED V-NOTCH WEIR AS NEEDED*� PER COE STD DTL 3/8' STEEL SD-300 ROD (SS OR �7+_ ALUMINUM) ADDITIONAL ORIFICE LENGTH TO FIT AS NEEDED* 1'-0" MIN ` PVC PIPE & V-6" MAX CROSS FLOW CONTROL o STRUCTURE I c' DETENTION PIPE PIPE SUPPORT ' (LENGTH. DIAMETER, DETAIL B DIAMETER• 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. PRIVATELY -OWNED CONTROL STRUCTURES SHALL NOT BE PLACED IN CITY RIGHT-OF-WAY. REVISION DATE CITY OF EDMONDS FLOW CONTROL JANUARY 2018 STRUCTURE . PUBLIC WORKS (FCS) STANDARD DEPARTMENT DETAIL FSt. 189�3 APPROVED BY: R. ENGLISH SD-301 q EL - PVC PIPE* TEE* SPOOL* I -ELBOW* SUPPORT (2 REQ'D) C -J: CONTROL DEVICE SEE DETAIL A L _J DRILLED J ORIFICE DIA• PVC INSIDE CAP PLUG* 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) 1' APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD 5-04.3(4)A. 1' SLOPE EXCAVATION TO AVOID UNDERMINING EXISTING PAVEMENT. in 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 0F 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 COLLECTORS/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 UNIFORMILY SEALED WITH WSDOT STANDARD SPECIFICATIONS 5-04.3(4)A APPROVED JOINT SEALANT OR APPROVED EQUAL. REVISION DATE CITY OF EDMONDS TYPICAL HMA AND APRIL 2021 UTILITY PATCH PUBLIC WORKS STANDARD DEPARTMENT DETAIL FS t . 1890 APPROVED BY: R. ENGLISH G U - 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)) 5 S+ Za • CORRUGATED POLYETHYLENE S+ STORM SEWER PIPE cj �2 4", 6", OR 12" NOTES RISER SECTION 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE 4+ FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER Mi,1, FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT 16 BE PLACED IN KNOCKOUTS. 4• 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 a PIPE INVERT IS 5'-0". a 6. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. 7. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. (MEASUREMENT AT THE TOP OF THE BASE) 8. VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2" PRECAST BASE SECTION FROM VERTICAL EDGE OF CATCH BASIN WALL. .�- REV SION DATE CITY OF EDMONDS JANUARY 2018 CATCH BASIN TYPE I m PUBLIC WORKS STANDARD DEPARTMENT DETAIL c St. t +189� APPROVED BY: R. ENGLISH S D - 303 1' MIN v (TYP.) 5' (MIN) 18" 1 (SEE NOTE 7) WIDTH VARIES (SEE NOTE 6) WIDTH VARIES (SEE NOTE 6) CURB/GUTTER (SEE NOTE 8) 2% 27G� CRUSHED SURFACE BASE 1 L HMA CLASS 1/2" COURSE PER WSDOT STD PG 58H-22 SPEC 9-03.9(3) (SEE NOTES 2 & 3) (SEE NOTE 1) NOTES: 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. REVISION DATE ' APRIL 2021 CITY OF EDMONDS PUBLIC STREET PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs t _ 18913 APPROVED BY: R. ENGLISH T R - 5 0 5 FOUNDARY NAME 1/2" LETTERS RECESSED TO BE FLUSH THIS SIDE TO CURB 'D D BAR (TYP) h 7/8" SLOT I (TYP) O ON SLNV1l1T1 OL TIVU16 7-1/4' FOR 11 • MACHINING CLEARANCE I� 1 /- THIS BAR 1" THICK (TYP, 4 PLACES) BARS 1-5/8' THICK THIS AREA BARS 1-3/8- -THICK THIS AREA --I ' I \-LEVELING PADS 1-7/8"� � SEE 8-3/4" x 3/4' x 1/8" DETAI L TOP VIEW BELOW BOTTOM VIEW 23-3/4' �1-3/8" 17-3/4' �1-7/ 16" r 2-1/2- 1 2' 1/1 6_J I I -3/4- t 1-3/4' 3/4" 1-3/4" 23-1/2- 17-1/2" SIDE VIEW VIEW END VIEW 13/4" T N ROUND 5/8" ELLIPTICAL vz 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 ALL.EN 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 ,CITY OF EDMONDS PARKING LOT/ JANUARY 2018 AREA GRATE 02 W T PUBLIC WORKS (HERRINGBONE) STANDARD DEPARTMENT DETAIL es t 189'� APPROVED BY: R. ENGLISH S D- 3 2 4 6 1/2" R =1/2"� 5 1/2" 1" ' R=1" a 0.05 FT/FT s 4 N e e a % •a : J � < R=1/2 c d n 'd A 2' MINIMUM SAWCUT SEE NOTE 10 HMA DEPTH SHALL BE 4" FOR RESIDENTIAL ROADS AND 6" FOR ARTERIALS AND COLLECTORS �- SEE NOTE 12 2' OS CSBC f 18" STANDARD 6' CSTC OR CSBC PER WSDOT MINUSEE NOTE 11 STD SPEC 9-03.9(3) SEE NOTE 13 STANDARD TYPE "A" CURB/GUTTER NOTES: (NOT TO SCALE) 1. CITY INSPECTION 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 GUTTER 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. CUR8/GUTR SHALL BE 18" OR AS DIRECTED BY CITY 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 CITY OF EDMONDS VERTICAL APRIL 2021 CONCRETE CURB PUBLIC WORKS AND GUTTER STANDARD DEPARTMENT DETAIL Fs t . 189�3 APPROVED BY: R. ENGLISH T R - 5 2 0 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 Im Im � LC) , CA W 0 4 M O R* , Ln O W CM 00 Z W 0(D 0 O \ to / M N v"_-� 4. M W�R -• Z a W LL O r LU W N I- W W IY F- N r- N Z N 00 O) C L0 C Ln a W LU M Z Lc) O 04 ra (I*lg;N P cn J J W W � LL p J P cn Q 0 LUZH cn Z LU LU C = Q c (n 0T COO i Q 0 Z Q cm 00 0 ''Z V + LL1 LL O O i U DATE: 4/3/23 JOB #: 21-208 Know what's below. Call before you dig. C4mO 9 10" 2-1/2"--- 5" R=1-1/2", F A R=1 " iO 1� PLACE SCORE MARKS EVERY 10' ° I- d e ° 1" MIN- } DRIVEWAY WING OR CURB RAMP SLOPE CONSTRUCT TRANSITION OUT OF HMA PAVEMENT CONCRETE CURB SHALL BE J r EXTEND PAVEMENT 1.3' FROM THE NO LESS THAN 3" IN HEIGHT FACE OF CURB IF NECESSARY TO SUPPORT EXTRUDED CURB m o: U 0 w a NOTES: L 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 PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs( 1890 APPROVED BY: R. ENGLISH TR-522 4 (TYP)� 12" THERMOPLASTIC STOP BAR (TYPICAL AT CONTROL INTERSECTIONS ONLY) 3 O 3 0 I a STRIPES SHALL START AND BE CENTERED ON �I / I THE ROAD CENTERLINE STRIPES SHALL ALSO r i I I I I s� s' o. �. (SEE NOTE 1) 1' CLEAR SPACE BETWEEN STRIPE AND CURB (TYP) 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). ,K- REVISION DATE CITY OF EDMONDS JUNE 2019 CROSSWALK DETAIL PUBLIC WORKS STANDARD DEPARTMENT DETAIL FS) 189� APPROVED BY: R. ENGUSH TR-562 P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C4.0 STANDARD DETAILS.DWG 4/3/2023 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. 1/2" FULL DEPTH 10' EXPANSION JOINT DUMMY JOINT a a ° d ° ° e d a ° ° v q n d a ° ° . o' A e PLAN VIEW (NOT TO SCALE) 1' 5' MIN MIN. 2% MAX FULL DEPTH 1/2" EXPANSION .� CURB/GUTTER JOINT MATERIAL' SEE COE STD 2% MAX Zvi DTL TR-520 d �1/2- d. � 1 /2' R 77 i- ' 1yd/ JV7GJl/ q, a Q'?a-G - : .l n!?:J. i.:✓?.J a'�J r✓4.. r✓i. 7,1 A 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. 1 2. CONCRETE SHALL BE CLASS 3000/COMMERCIAL MIX. 1/7" R 3. FINISH SHALL BE LIGHT 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. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. 8. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION. 9. NATIVE SUBGRADE BEARING SOIL AND CSTC SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 10. ALL EDGES AND JOINTS SHALL HAVE 1/2" RADIUS REVISION DATE CITY OF EDMONDS APRIL 2021 CONCRETE SIDEWALK PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs f 1B90 APPROVED BY: R. ENGUSH TR-531 r, J Z RESIDENCE a w o CLEANOUT a N WITH 45' BEND AND 2' CAP CLEANOUT (MAX) (TYP) NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP -� AND CLEANOUT COVER) AND z CONCRETE LEVELING COLLAR w w Uj a O 12" LOCKING COVER o SEE NOTE 3 12"t FINISHED GRADE w o END OF PIPER GRIPPER PLUG C a m (CHERNE 27061 OR APPROVED EQUAL) WATER TIGHT CAP 45' RISER LEVELING COLLAR J SEE NOTE 4 45' 12" PVC SLEEVE 6" RISER 4" OR 6" SIDE SEWER 6" WYE AND 6" CITY STUB GENERAL CLEANOUT DETAIL 45' BEND � 4' OR 6" 12" LOCKING COVER SIDE SEWER CLEANOUT DETAIL 3 SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT F U X M LEVELING COLLAR NOTES: a 0 � SEE NOTE 4 a a b ASPHALT SURFACE 1. SEWER PIPE SHALL BE SOR-35 AND JOINTS SHALL BE GASKETED. 12"* 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 rE PRODUCT #00366102 OR APPROVED EQUAL. 6" RISER 4.LEVEUNG COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: PE GRIPPER ERNE 270261 • IN ROADWAYS PER COE STD DWG GU-424 VED EQUAL) • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" TYPICAL CLEANOUT DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP UNDER ASPHALT OR CONCRETE CONCRETE COLLAR REVISION DATE J C ITY OF EDMONDS SEWER CLEANOUT DETAILS FEBRUARY 2022 PUBLIC WORKS STANDARD t - _ DEPARTMENT DETAIL "s f 189� APPROVED BY: R. ENGLISH SS-200 PARALLEL A PARALLEL CURB RAMP PARALLEL B WSDOT STANDARD PLAN F-40.12-03 http://www.wsdot.wo.gov/publications/fulltext/Standards/eng lish/PDF/f40.12-03-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/p.�Dl cation s/fulltext/Standards/english/PDF/f40.15-03-e.pdf 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/Standards/eng lish/PDF/f40.16-03-e.pdf NOTES: O1 USE WSOOT 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 - CURB RAMPS PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs/ 189� APPROVED BY: R. ENGLISH TR-540 TRANSITION PANEL DRIVEWAY WIDTH 5 STANDARD 1/2" FULL DEPTH CONCRETE 11 EXPANSION JOINT SIDEWALK Q (TYP) O SEE COE STD DTL TR-531 o r PLANTER y i 2- O6 I �, W PLANTER Q CONCRETE CURB DRIVEWAY APPROACH AND GUTTER, SEE FLOWLINE OB 3 SIDE SLOPE (TYP) COE STD DTL SLOPE AS NEEDED TR-520 TO MATCH PLANTER DRIVEWAY DRIVEWAY APPROACH APPROACH GRADES O8 2% MAX 9 %4 V SLOPE ROUNDING ° �6" CONCRETE DRIVEWAY APPROACH 2- 5/8" MINUS CSTC COMPACTED SUBGRADE 10 NOTES: SECTION A -A ( 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 DRIVEWAY 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. O 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. O 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 DRIVEWAY APPROACH JANUARY 2018 CITY OF EDMONDS TYPE III PUBLIC WORKS STANDARD rf DEPARTMENT DETAIL st 189� 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 Cl) Cl) r O M � LC) , 0 � M W 0 1-�O , Ln 1- M W 00 (0 0 Z W r� 0 \ to �R / CO N W M Z a W LL" O LU LU W N 1= W W cn H CC N r- N Z N O 0) C L0 C a W LU M Z L0 p N ra 1yN TO O (► Q P I �� I ✓ L J R J W W � LL 0 J P Cn Q 0 I= Z H in Z LU W C = Q in a.G O�co0 = LO o z a Z Q � W G Q ^ ''� V + LL1 LL O o i U DATE: 4/3/23 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 -a 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 c POWER LINE 1 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 r APPROVED FOR WA iFR di SEWER CONS7RUC770N OLYMPIC VIEW WA IER AND SEWER DISTRICT 1 DISTRICT ENGINEER VAq§GNEE 2023.CW-09:43:44-07'00' 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 Lr) 04 O ra EN TON�ti x w p 0 �I H U 0 � J U) W_ p M CC LU J�cnnQ �o c W Z�� cnIt W cf df LU LU a�F_ z WQ 0 m 0 = a LO Q Za04 �W LU 00 LU �: L) LU � O v = a J O DATE: 5/1 /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 5/1/2023 UNPUBLISHED WORK COPYRIGHT ©2023 BY HARMSEN & ASSOCIATES INC.' CONCRETE WALL PER STRUCTURAL PLANS CONCRETE WALL PER STRUCTURAL PLANS SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. APPROXIMATE LOCATION OFI EXISTING FIRE HYDRANT I� o I I ❑ I� ❑ co I I� U) I I~ D SD J J J J J J J J J J J J M M M M M M M M M M M Q SDOS S dS d D SD D SD D Ak 1 - c o_ DETENTION ! I o VAULT Z co U O ' M 0 0' a Qg CIS q$ dS �S - ds cTs - as -Qs - a --acs W as W o. a NEW BUILDING NEW BUILDING ❑ o FFE 460.00 FFE 460.00 i z "0 `o 6" WASTE POC 0 IE 456.10 (±3.9' BFF) 6" WASTE POC PER OVWSD DETAIL S-2 43 LF 6" PVC IE 456.00 (±4' BFF) _ �� I T o & SSCO PER DETAIL S-3 S=0.020 FT/FT PER OVWSD DETAIL S-2 CO o & SSCO PER DETAIL S-3 o IIIII W ! ! i IIIII �� I � 0 �r!n! I- Fnn!��, .{� RImn!T� rnn!niT� o n n T�ILui-il!uiL _ - iu!UiLi II=111 Ili=III fll-ill FAY - _ !uiUlLi - IIIIIIIIIIIIIIIIIII 0�0 � ] IIIIIIIIIIIIII ss =1II III I N - o _ \ III III III -III =n � I � s IIIIIIIIIIIIIIIIIIIIII _ CC- 1riRl - _ I / fi Pii!u =1 _ !u! ^\ III I I_I ! -III arts - Mfl - p- =u 11! =III=III=III=III=III-J � !Li ul ! o cy+7 I �V - - - - - III rl r SSCO 82 LF 6" PVC II RIM 459.97 � S=0.059 FT/FT I o NEW BUILDING -I i• 6" WASTE POC NEW BUILDING ! EX. SEWER EASEMENT III FFE 460.00 o III � � 6 NE IE IN 455.24 II -I ' IE 457.20 +2.8' BFF � AFN 201906180651 FFE 460.00 6" W IE OUT 455.24 TI 1 (- ) AFN 201910090466 PER OVWSD DETAIL S-12 PER OVWSD DETAIL S-2 - III RAISE RIM TO g 10' MIN. & SSCO PER DETAIL S-3 II o r SEPERATION 6" WASTE POC 59 LF 6" PVC -_ I- FINAL GRADE c IE 455.75 ±4.25' BFF -I 19 LF 6" PVC I � � ( ) S=0.065 FT/FT I I I PER OVWSD DETAIL S-2 =1 Illllll11 S=0.381 FT/FT 6 SSCO AT EDGE OF I III EASEMENT PER II. L & SSCO PER DETAIL S-3 =1 II �I IIIII DETAIL S-3, TYP. OF 4 cn co o' Lt-FVU- S=0.232 I �, ! J J J JNs. J J 0 J o � ALA- " MI-135A �� ss ss LF 8 ss s ss s ss s ss ss STA 10+27.02, 20.8 LT I s o RIM 458.34 ------------ _ _______________ ______ ,I 8" IE 448.70 (N,E & W) M � M M/ M M M M M k, M IM M M M M M RAISE RIM TO FINAL GRADE / a aC _ SD SD p SD- c/) O MH1-135B -� CB RIM=458.53 + CENTER FULL ® STA 10+24.1, 253.0' LT 18" CMP N IE=455.38 sp LENGTH OF STORM RIM 459.05 6" PVC (VERT) IE=456.58 I PIPE OVER WATER - - 8" IE 453 57 (N S & W) o I ADJUST EXISI co TING SSMH c cn RIM TO PROPOSED GRADE FIELD VERIFY PLUG EXISTING N & W INLETS, co RECHANNEL AND ABANDON STUBS AS DIRECTED BY DISTRICT. CULVERT 6" PVC N cn 0 NOTE: COORDINATE CUT AND CAP INSPECTION IE=455.01 i J OF ABANDONED PIPES BY OVWSD AS REQUIRED. MH1-135A RIM=458.31 IE (8" N) IN=448.70 EXISTING GROUND DESIG� GROUND IE (8" E) IN=448.70 IE (8" W) OUT=448.70 460 ----------__ 460 PROPOSED 2" WATER PROPOSED 2" WATER PROPOSED 4" WATER PROPOSED 4" WATER �� 455 � 455 0 PROPOSED 12" STORM PROPOSED 1" WATER EXISTING 232 LF 8" PVC EXISTING TELEPHONE EXISTING 450 MH1-135B S=0.021 FT/FT GAS 450 RIM=459.11 SS STUB IE (8" N) IN=453.57 SS STUB 1+17 RT SS STUB ------- IE (8" W) I N=453.57 1 +39 RT IE 451.32 0+91 RT IE (8" S) OUT=453.57 IE 451.81 SS STUB IE 450.79 1 +20 RT 445 IE 451.40 445 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' r 0 20 40 Feet BASIS OF BEARING: SOUTH LINE OF NE QUARTER OF SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST BEARS NORTH 55055'50" WEST PER CITY OF EDMONDS LOT LINE ADJUSTMENT PLN2018-0027 - AFN: 201809215002 VERTICAL DATUM NAVD 88 GEOID 12 ESTABLISHED BY GPS .1 a 72 ■ 1i��z► 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' APPROVED FOR WATESEWER CONSTRUC110N OL YMPIC VIEW WA TAR/ AND SEWER DISTRICT r DISTRICT ENGINEER 0# ASbGNEE 20VA11tt3 09:44:11-07'00' SUB. ECT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HAVWG JURISDICTION UNPUBLISHED WORK COPYRIGHT © 2023 BY HARMSEN & ASSOCIATES INC. I REVISIONS V, VJ r O M eo � m W O M , � In O R* O W 1- C) 00 Z W O (Do m o m 0 >M N M Z Q W U) LL 0 Lu r W F- in H W W CC N H r- CC N N 0 Z 0) Qua cn o a° m W Z Lf)O 04 ra EN TONS . •��� oar P U 0 J cn W p LL CC J J Q � O W Z Lu � � � a W 2 0 Z aCD z w 0 cv) 0 a J = a 2 a 0a7- ? a w � U Lu cn O v = a J O DATE: 5/1 /23 JOB #: 21-208 Know what's below. Call before you dig. wi ■ 9 P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\W1.0 SEWER WATER.DWG 5/1/2023 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. STA 11 +83.4, 298.5' LT 1- 8" DI 45- BEND, RJ THRUSTBLOCK 5 LF 8" DI (RJ) CONCRETE WALL PER STRUCTURALPLANS STA 11 +78.9, 302.5' LT 1- 8" DI 45' BEND, RJ THRUSTBLOCK 25 LF 8" DI (RJ) STA 11 +52.3, 302. 0' LT 8"x6" TEE, FIL 1- 6" GV, FLxRJ (HYDRANT) 1- 8" GV, FLxRJ THRUSTBILOCK 18 LF 6" DI (RJ) E4-8 STA 11 + 51.9, 324.2' L 1- FIRE HYDRANT PER OVWSD DETAIL W-2 PROVIDE GUARD POSTS L PER OVWSD DETAIL W-7 9 LF 8" DI (RJ) STA 11 +42.2, 301.8' LT SPRINKLER CONNECTION 1- 8"x4" TEE, RJxFL 1- 4" GV, FLxRJ THRUSTBLOCK 5 LF 8" DI (RJ) STA 11 +36.2, 3017 LT 2" METER CONNECTION 1- 8"x4" TEE, FL 1- 4" GV, FLxRJ 1- 8" GV, FLxRJ 1- 8" ADAPTER, FLxRJ 1- 4"x2" COMPANION FLANGE (FIPT) PER OVWSD DETAIL W-1 B CONCRETE WALL PER STRUCTURAL PLANS STA 10+25.5, 299.7' LT 1- 8" DI 45' BEND, RJ THRUSTBLOCK 15PROPOSED WATER EASEMENT m 111� z� - "�, HEM\! milbi A09MV m 21 LF 4" DI (RJ) DETENTION 2" RPBA PER OVWSD VAULT DETAILS W-12A & W-12B P.O�a 2" WATER APPROXIMATE LOCATION OF EXISTING FIRE HYDRANT 17 LF 8" DI (RJ) .7 I E4-V1 OQ STA 11 +86.4, 36.2' LT 8"x6" TEE, FIL 1- 6" GV, FLxRJ (HYDRANT) 1- 8" GV, FLxRJ STA 11 +86.3, 46. 0' LT 1- 8" ADAPTER, FLxRJ SPRINKLER CONNECTION 1- 3 LF 8" SPOOL, FIL 1- 8"x4" TEE, FL THRUSTBLOCK 1- 8" GV, FLxRJ 9 LF 61' DI (RJ) .1 U' 1- 4" GV, FLxRJ 1- 8" ADAPTER, FLxRJ 8 LF THRUST BLOCK 8" DI (RJ) E4-V10(0) I E4-V10p1_/ c) F4-RA I (]S -GS __ G-S _-_Lm_-m_GS --Zs- CIS-- ---as __j L ,,,_P.O.C. SPRINKLER PIPE 28 LF 4" DI (RJ) NEW BUILDING NEW BUILDING P.O.C. S 2" RPBA PER OVWSD FFE 460.00 FFE 460.00 DETAILS W-1 2A & W-1 2B O\ P.O.C. 2" WATER 2" METER PER OVWSD DETAIL W-1 B E4411(111111111111 E4410L ff F11 . .. .. .. .. .. J I -Li -Fl= r,.TIrTIrrIrTII� 6. 6- ILIIULLII E441 OK IEI I 1H] I M I I ::I I F71 I El I El IT I LL� MI I T1 MI N p IIIF p III I U 1._� !LIL LI& �co U_ \j L) �j L) rp �j L) _j 0") 2" METER PER OVWSD C) ca NEW BUILDING DETAIL W-1 B L FFE 460.00 Li 1 2" RPBA PER OVWSD STA 10+ 11.6, 285.7' LT 2" METER PER DETAILS W-1 2A & W-1 2B 1- 8" DI 45' BEND, RJ 10'MIN. OVWSD DETAIL W-1 B c/) (AT 2 LOCATIONS) THRUSTBLOCK SEPERATION C/) 2" METER PER P.O.C. SPRINKLER PIPE OVWSD DETAIL W-1 B I r P.O.C. SPRINKLER PIPE I= 4 /-28 LF 4" DI (RJ) 28 LF 4" DI (RJ) I T 1! 11, L E4-V1 OG - 0 co El STA I STA 11 +86.6, 17.5' LT CD 1 - 1 0"X8" TEE, FLxRJ TO ACCEPT8"SPOOL 2- 10" GV, FLxRJ 1j) 2- 10" SPOOLS 2 - 10" LP SLEEVES, RJ FOR CONNECTION TO EXISTING 1- 8" SPOOL, LENGTH AS D cD REQUIRED TO PLACE VALVE BEYOND CURB THRUST BLOCK FF, Mill FIRI 34 LF 4" DI (RJ) 2" METER PER 'WSD DETAIL W-113 NEW BUILDING FFE 460.00 (3) FDC LOCATIONS MINE 5555 MINA 0 �, I I I -MIXIMTH112-m I I 1311 --' 95 -11 mall! /ss- /ss s S E4-V1 01 - --- - - - - - - - - - - - - - - - - - AA -AA -AAIW----L-AA -AA -AA -AA -AA �>_ �c� I' / 130 LF 8" DI (RJ) 7 -- - - - - - - - - - - - - - - - - - - E4-V1 0 t=4-V I U L I , vr. I I Al 1, S ss S S SS F - - - L_ E4-V10D ------------------ . - - -m -m -m -m __� - �--m � "11- 7 2�H m - -- - - - - - - - 85 LF 81, D1 (RRJL - - - - - - - - SD SD -- SID ------ SID--- CENTER FULL z STA 10+ 13.2, 154.7' LT STA 10+13.6, 125.3'LT 9 LF 6" DI (RJ)77 LENGTH OF STORM SPRINKLER CONNECTION SPRINKLER CONNECTION PIPE OVER WATER 1- 8"x4" TEE, FL 1 - 8"x4" TEE, RJxFL FE4-8C�/ 77] 1- 8" GV, FLxRJ- 1- 4" GV, FLxRJ 1- 4" GV1 FLxRJ THRUST BLOCK STA 10+02.1, 38.5'LT X 1- 8" ADAPTER, FLxRJ _t�6 LF 8" DI (RJ) 1- FIRE HYDRANT - A THRUST BLOCK STA 10+13.4, 134.0'LT PER OVWSD DETAIL W-2 5 LF 8" DI (RJ)-J 2" METER CONNECTION - 8"x4" TEE, FL 1 1 STA 10+ 13.2, 148.6' LT 1 - 8" GV, FLxRJ 2" METER CONNECTION 1- 4" GV, FLxRJ 71 1- Wx4" TEE, RJxFL_j 1- 8" ADAPTER, FLxRJ 1- 4" GV, FLxRJ 1- 4"x2" COMPANION FLANGE (FIPT) 1- 4"xZ' COMPANION FLANGE (FIPT) PER OVWSD DETAIL W-1 B PER OVWSD DETAIL W-1 B L15 LF 8" DI (RJ) &0 CID CD cn c n co cn U I cn CD c� a. E4_V10S (1) FDC LOCATION STA 11 +77.0, 36. 1' LT 1- FIRE HYDRANT PER OVWSD DETAIL W-2 0 STA 11 +49.5, 17.5' LT 2" M TER CONNECTION ,1_ 10 (%,I" TAPPING TEE 1- 4" GV, FLxRJ 1- 4"x2" COMPANION FLANGE (FIPT) PER OVWSD DETAIL W-1 B E441 OT a co co STA 10+38.6, 33.3'LT 1- 1" DCV PER OVWSD DETAIL W-1 1 co STA 10+35.9, 33.3' LT 1- 1" IRRIGATION METER PER OVWSD DETAIL W-1A E4-V1 0 rn STA 10+14.8,17.1'LT 1 - 1 0"X8" TEE, FLxRJ TO ACCEPT8"SPOOL 2- 10" GV, FLxRJ 2- 10" SPOOLS C) 2 - 10" LP SLEEVES, RJ FOR CONNECTION TO 0 co EXISTING 1- 8" SPOOL, LENGTH AS REQUIRED TO PLACE U) VALVE BEYOND CURB THRUST BLOCK E4-V1 OA co 20 LF 8" DI (RJ) E4-V10C STA 10+ 14.5, 38.6' LT 8"x6" TEE, RJxFL 1- 6" GV, FLxRJ (HYDRANT) 2- 8" GV, FLxRJ THRUSTBILOCK 0 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 NAVID 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. DCDA'S LOCATED IN MECHANICAL ROOM. SEE SPRINKLER DESIGN DRAWINGS. 2. BYPASS METER REMOTE DISPLAY ON EXTERIOR ON BUILDING. APPROVED FOR WA7FR cke SEWER CONS7RUC770N OLMPIC 14EW WAIER AND SEWER DISTRICT I i // 1// /-N- -, DISTRICT ENGINEER 6R'1AS§GNEE 202bAW 09:44:33-07'00' SUB,CCT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HA WNG JURISDIC 77ON REVISIONS co co TT-,, co" c"v) 00 (7) p, r- Lr) 0) W 0 4 C; L; 0).:T 0 W r4� Cf) 00 z (00(o > cl) cm cn z D W LL T_ Uj LU A- F- cn F-:' LU LU cc c\I F- r- cn c\1 00 z 0) W T- Lc) X LLF cn o 0 < M cc LU LO 04 0 C11- 1EN TO 00017 F_ U cn LU 0 LL cc cn LU cn LU z LU Z cn LU (n cn ca LU m CC a. F_ (D z LU 0 m 0 LU C14 Lc) cm T" LU 00 LU D 0 a. 3: 0 DATE: 5/1/23 JOB #: 21-208 Know what's below. Call before you dig. W1 m2 9 I P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\Wl.O SEWER WATER.DWG 5/1/2023 UNPUBLISHED WORK COPYRIGHT @ 2023 BY HARMSEN & A SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. 1 460 1 455 1 450 1 445 1 440 20 LF 8" DI (RJ) 8"x6" TEE, RJxFL 1- 6" GV, FLxRJ (HYDRANT) [2- 8" GV, F xRJ THRUST BLOCK — DESIGN GROUND — -- — — — STING GROUND �� — — — — ——------1_ — — — — — — — — — — — 460 -------------- 2" METER CONNECTION tit 1- 8"x4" TEE, RJxFL PROPOSED 12" STO M. �Q LF 8" DI (RJ) 1- 4" GV, FLxRJ CENTER FULL LENGTH OF 1- 4"x2" COMPANION FLANGE (FIPT) STORM PIPE OVER WATER [19 455 85 LF 8" DI (RJ) 130 LF 8" DI (RJ) 109 LF 8" DI (RJ) EXISTING TELEPH NE SPRINKLER CONNECTION SPRINKLER CONNECTION EXISTING GAS 1- 8"x4" TEE, RJxFL 1- 8"x4" TEE, FL 1- 8" GV, FLxRJ 1- 8" DI 45° BEND, RJ 1- 8" DI 45° BEND, RJ 1- 4" GV, FLxRJ THRUST BLOCK THRUST BLOCK THRUST BLOCK 1- 4" GV, FLxRJ 450 1- 10"X8" TEE, FLxRJ TO _ 1- 8" ADAPTER, FLxRJ ACCEPT 8" SPOOL 6 LF 8" DI (RJ) THRUST BLO K 2- 10" GV, FLxRJ 5 LF 8" DI (RJ) 2- 10" SPOOLS 2 - 10" LP SLEEVES, 15 LF 8" DI (RJ) RJ FOR (CONNECTION T 445 EXISTING _ " METER CONNECTION 1- 8" SPOOL, LENGTH AS - 8"x4" TEE, FL REQUIRED TO PLACE - 8" GV, FLxRJ VALVE BEYOND CURB - 4" GV, FLxRJ 1- 8" GV, RJ - 8" ADAPTER, FLxRJ THRUST BLOCK - 4"x2" COMPANION FLANGE (FIPT) 440 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' SPRINKLER C ONNECTION 8"x6" TEE, FL 1- 8"x4" TEE, FL 1- 6" GV, FLxRJ (HYDRANT) --- � _— EXISTING GROUND 1 8"GV, FLxRJ 1-8"GV, FLxRJ L _ --------------- —_--- — — — — 1 4" GV, FLxRJ 1- 8" ADAPTER, FLx J DESIGN GROUND — — — — 1- 8" ADAPTER, FLxRJ 1- 3 LF 8" SPOOL, FL [THRUST 460 8"x6" TEE, FL _ _ — — — — —THRJUST BLOCK BLOCK 460 \ 1- 6" GV, FLxRJ (HYDRANT) 1- 8" DI 45° BEND, RJ THRUST BLOCK 1- 8" GV, FLxRJ 17 LF 8" DI (RJ) 455 THRUST BLOCK 455 109 LF 8" DI (RJ) 25 LF 8" DI (RJ) 251 LF 8" DI (RJ) 8 LF 8" DI (RJ) 2" METER CONNECTION 1- 8" DI 45° BEND, RJ EXISTING TELEPHONE 1- 8"x4" TEE, FL THRUST BLOCK EXISTING GAS 450 1-4" GV, FLxRJ 1- " GV, FLxRJ 1 5 LF 8" DI (RJ) 9 LF 8' DI (RJ) 1- 10"X8" TEE, FLxRJ TO AC2 E 450 1- 8" ADAPTER, FLxRJ I 0" GV,FLxRJ 1- 4"x2" COMPANION 2- 10" SPOOLS FL NGE (FIPT) 2 - 10" LP SLEEVES, I I I RJ FOR CONNECTION TO 445 5 LF 8" DI (RJ) EXISTING 1- 8" SPOOL, LENGTH AS 445 SPRINKLER CONNECTION I I I REQUIRED TO PLACE 1- 8"x4" TEE, RJxFL VALVE BEYOND CURB 1- 4" GV, FLxRJ I I I 1- 8" GV, RJ THRUST BLOCK THRUST BLOCK 440 440 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' APPROVED FOR W14 7ER & SEWER CONS7RUC770N OL YMPIC VIEW Ni4 7FI2 AND SEWER DISTRICT i DISTRICT ENGINEER 0!{ A 'SIGNEE 20 0' SUBJECT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HAVING JURISDIC77ON UNPUBLISHED WORK COPYRIGHT ©2023 BY HARMSEN & ASSOCIATES INC. I REVISIONS co co r co" M W O M , , � V7 W T O M 00 Z W c (D o > Coco Z D Q W Cn w Uj O w A-H N I— w w CC N i— r- cn 04 00 Z (3) Q WLO aQ C T G X w NOO W m CC Z �O 04 ra EN TON''-y " w w �I H U J cn W p � oc W J � cc/) w _j wZFcni-L w cn� cao a F_°z wa = Q N Q LV T w �a Za0N0 LU Fn > D (U O a J O DATE: 5/1 /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 5/1/2023 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-SDR 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 CCTV'D AND VIDEO PROVIDED TO DISTRICT FOR REVIEW. EXISTING SIDE SEWERS REPAIRED BY CIPP MUST BE CCTV'D AND VIDEO PROVIDED TO DISTRICT FOR REVIEW. OLYMPIC VIEW WATER &SEWER DISTRICT REVISIONS STANDARD DETAIL 03LYMPIC VIEW r _ SIDE SEWER SPECIEICATI❑NS ATE SCALE DWG NO. 12/1/21 NTS S-1 SURFACE RESTORATION J 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 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" 8" MIN. MINIMUM TRENCH I Lw SEE TABLE "A" PIPE BEDDING 6" MIN 1- 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 4"-6" TO PIPE INSTALLATION. 1 NOTES: 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. 12/1 /21 NTS S-16 P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\W1.0 SEWER WATER.DWG 5/1/2023 w z J Of w IZ 191 Z 0 in 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. LOCKING LAMPHOLE COVER TO BE PLACED AT FINISHED GRADE (SEE STD SEWER CLEANOUT DETAIL) 6" WYE AND 45' BEND 6" LATERAL SEWER LINE SLOPE- 50%MMAX TO INSTALL BURIED METALLIC MARKER TAPE 3' ABOVE PIPE. TAPE SHOULD READ "CAUTION BURIED SEWER BELOW". CARLTON IND., BLACKBURN MFG. CO. OR EQUAL. 2 PVC PLAIN END 6" SEWER LATERAL SHALL BE THE �\ 6" TEE. SAME MATERIAL AS THE MAIN LINE f 45 ANGLE OR OTHER APPROVED (EXCEPT CONCRETE) PVC, EPDXY MAX. WATERTIGHT PLUG LINED D.I., C900 OR HDPE. �\�SEWER CONCRETE POURED MAIN IN PLACE FOR SEWER LATERAL 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. LOLYMPIC VIEW WATER & SEWER DISTRICT OLYMPICVIEfN REVISIONS STANDARD DETAIL TYPICAL SIDE SEWER DATE SCALE DWG N0. 11/18/21 NTS 3-2 POURED IN PLACE 6" MANHOLE FRAME & COVER 6„ 3000 PSI CONCRETE MINA- MINT COLLAR 8" MINIMUM, OR DEPTH 1 " LID FLUSH i . , 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 LAMPHOLE / CLEAN -OUT NOTES: 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. 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 REVISIONS STANDARD DETAIL VALVE BOX COLLAR DATE SCALE DWG NO. 12 1 21 NTS S-17 LLJ Z J BUILDING BUILDING Le CLEANOUT NOT o z TO EXCEED 3FT FROM CLEANOUT WITH 45' a FOUNDATION BEND AND CAP ---� vwi GENERAL CLEANOUT�=� NOT TO EXCEED 100' BETWEEN CLEANOUTS 12 ASPHALT SURFACE CLEANOUT (WYE W/ CAP & LAMPHOLE COVER) 12 LAMPHOLE COVER LLJ w [TO MATCH EXISTING 0_ �J GRADE d 12" PVC SLEEVE 6" RISER WYE AND 45' BEND _6" DISTRICT STUB 4" OR 6" SIDE SEWER CLEANOUT DETAIL AT PROPERTY LINE & BUILDING LAMPHOLE COVER 6" RISER-1/4 ISER 12" PVC SLEEVE PVC CAP. REMOVE 1- -7 GASKET PRIOR TO NOTE: INSTALLATION. SIDE SEWER JOINTS SHALL BE TYPICAL CLEANOUT GASKETED UNDER ASPHALT OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL_ OLYMPIC VIEW SEWER CLEAN❑UT DETAIL DATE SCALE DWG NO. 11/18/21 NTS S-3 I FIRE HYDRANT W/ 4' STORZ ADAPTER PER MANUFACTURERS RECOMMENDATIONS 10 MIL, PLASTIC BETWEEN ' HYDRANT, BLOCKING AND } OVER WASHED ROCK I 1/4 C.Y. 1-1/2"� WASHED ROCK VALVE BOX W/SLIDE EXTENSION. ALIGN TABS ON LID WITH THE DIRECTION THE MAIN IS INSTALLED. 4" x 4" x 8" BRICKS UNDISTURBED EARTH, TYPICAL RESTRAINED FITTINGS D.I. PIPE, SIZED PER RUN FROM MAIN SEE DESIGN GUIDELINES 6" RESILIENT WEDGE GATE VALVE BLUE,DOUBLE-SIDED MARKER PLACE OFF CENTER OF ROAD TOWARDS HYD.---\ SET VALVE BOX ON ETHAFOAM 3'x3'x4" PAD, 2" THICK (TYP.) CONCRETE PAD RESTRAINED FITTINGS OR CONCRETE THRUST BLOCKING �O g Q-8 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 REVISIONS STANDARD DETAIL FIRE HYDRANT ASSEMBLY DETAIL DATE SCALE DWG NO. 11/29/21 NTS W-2 FIN 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. 1 nruiNic ri FAN' -PUT RING & COVER SS STEEL HEAD CAP 5" COVER TO HAVE IANDLE. SEE NOTE 2. �T ETE E NON -HANDLE fLE FOR AREAS H FOOT TRAFFIC. ISHED GRADE 'E MATERIAL SAME MAIN LINE DISTURBED EARTH "LENGTH QUIRED OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL OLYMPIC VIEW LAMPHOLE DETAIL ` DATE SCALE DWG N0. 11/18/21 NTS S-12 APPROVED FOR WA TT,R It SEWER CONS7RUC770N OLYMPIC VIEW N A 7ER AND SEINER DISTRICT l DISTRICT ENGINEER nndd 77F� AS GNEE 2023'05.113 09:45:12 07'00' SUBJECT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HAVING JURISDICTION UNPUBLISHED WORK COPYRIGHT© 2023 BY HARMSEN & ASSOCIATES INC. I REVISIONS V, V, r O M O Lo W 0 , � M In O -:t O W M 00 O O O O O VO \ v m: Z < W LL Z� T W F- twr H W r W cc N F- rl- cf) N 00 Z_ (7) Q (G `Q C T G LO Ilk x W NOO Wmcc 1W Z LO N T- EN TO `Z"��t fir; ha w �I U 0 It J J T Q W H 0Uj U- cc 0 W JU)ccnna it W Z 0 LU m0 oC a O cl 0 H cn =aLo �LU Z a cm W w 5; CO 0 > a 02 0 = aJ 0 J 0 DATE: 5/1 /23 JOB #: 21-208 Know what's below. Call before you dig. W1 ■ 4 NOTES: FILLING, FLUSHING, DISINFECTION AND FINAL CONNECTIONS SHALL BE IN ACCORDANCE WITH THE DISTRICT'S "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 WITH A 1% AVAILABLE CHLORINE SOLUTION. NOTE: REFER TO THE DISTRICT'S "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 �I� ~ WATER MAIN NEW HYDRANT FLUSHING / DISCHARGE ALTERNATIVES -\ 2" I.P. TEMPORARY NEW HYDRANT TEE ----/ TEMPORARY CAP -----/ TEMPORARY TEST BLOCKING OR WATER MAIN TEST BLOCKING OR RESTRAINED CAP RESTRAINED CAP OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL_ WATER MAIN FILLING DETAIL DATE SCALE DWG NO. 10/16/18 NTS W-3 TOP VIEW TEST COCKS W/ PVC PLUGS (4 REQ'D) RESILIENT SEATED SHUTOFF VALVES (2 REQ'D) 91 MIN 12" CLEARANCES AROUND ADEQUATE GRAVITY BACKFLOW PREVENTER - ALL PV " MIN DRAINAGE SYSTEM REQUIRED SIDES, TOP AND BOTTOM MAX W/ APPROVED AIR GAP j GROUND/FLOOR SIDE VIEW NOTES: 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) DATE SCALE DWG NO. 12/1/21 NTS W-12A P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\W1.0 SEWER WATER.DWG 5/1/2023 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. HORIZONTAL BLOCKING Pipe BEARKG--AREA 6F BLOCK SQ.FT. Size DIA. TEES & 90' 45' 22-1 /2' IN. BENDS BENDS BENDS BENDS 4" 3 1 1 1 6" 4 4 2 1 8" 7 6 4 2 10" 11 10 6 3 12" 16 14 9 5 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 SCALE DWG NO. 10/16/18 NITS W-4 Z ENCLOSURE "HOT BOX" OR EQUAL J REDUCED PRESSURE BACKFLOW o 1 (ASSEMBLY (RPBA) [ifw 120 VOLT ELECTRICAL OUTLET o FOR HEAT TAPE, INSTALL HEAT a TAPE FOR FREEZE PROTECTION. -�{ 3" MIN 120 VOLT ELECTRICAL UNION OUTLET FOR HEAT NION CENTER BACKFLOW TAPE. INSTALL 3" MIN. PREVENTER IN HEAT TAPE FOR 3/8"x4" ANCHOR BOLTS O ENCLOSURE CO FREEZE (PER MANUFACTURER) PROTECTION. 3" MIN. CONCRETE SLAB z DRAIN z (2000 PSI MIN) SEE NOTE 5 4" MIN r 2 FINISHED GRADE 6" MIN ' " 1 'PVC ''" "��PVC SLEEVE '�--6X6 FREE DRAINING GRAVEL SLEEVE (TYP) W2.9xW2.9 WWF TYPE K COPPER (TYP) z SUPPORTS (WELDED WIRE FABRIC) OR APPROVED TYPE K COPPER EQUAL (SIZE AS REQ) OR APPROVED (TYP) EQUAL (SIZE AS REQ) CONNECT TO WATER (TYP) METER IMMEDIATELY ADJACENT TO RPBA FLOW TO OWNER'S ELECTRICAL PANEL DIRECT BURIAL OR IN RIGID CONDUIT PER ELECTRICAL PERMIT REQUIREMENTS SIDE VIEW FRONT 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 OLYMPIC VIEW REDUCED PRESSURE BACKFLOW ASSEMBLY UP TO 2' (RPBA) `- DATE SCALE DWG NO. 12/1/21 NTS 7 W-12B SEE TRENCH SURFACE RESTORATION DETAIL / // O SUBSEQUENT BACKFILL �� N / o INITIAL BACKFILL WIDTH EQUALS PIPE O.D. +16" FOR MAIN LINE CONSTRUCTION OR 24" OR LESS FOR SERVICE LINE INSTALLATION r .r NOTE: ASPHALT RESTORATION SHALL BE IN ACCORDANCE W/ AGENCY OF JURISDICTION for: SNOHOMISH COUNTY 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 "D" 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 DATE SCALE DWG NO. 10/16/18 1 NTS W-6 `- METER TO BE SUPPLIED AND INSTALLED BY DISTRICT METER AND SETTER TO BE CENTERED VERTICALLY & HORIZONTALLY IN BOX. CONNECT TO PRIVATE SERVICE. DESCRIPTION SERVICE SADDLE 1" CORPORATION STOP 1" COPPER TUBING COPPER METER SETTER METER BOX COMP. x COUPLING (HORIZONTAL OR VERTICAL INLET) 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 1-INCH SERVICE C❑NNECTI❑N DETAIL DATE SCALE DWG NO. 11/29/21 NTS W-1A REINFORCED CONCRETE _ MARKER POST STAMPED V NOTES: 1. INSTALL AT ALL VALVES NOT LOCATED WITHIN WITH 'V" AND DISTANCE 18"-22" W A PAVED AREA, TO VALVE TO THE NEAREST FOOT STENCILLED E 2. THE LETTER V AND THE WORD WATER SHALL BE WITH WHITE 2" NUMERALS R CAST IN THE FACE OF THE MARKER FACING THE 77 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. X%\r 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 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. ( 18O " FIRE HYDRANT 0 / O \ I O + I \FIRE HYDRANT o / If �I 18 CONCRETE ,I POST 36" 1�\ � 36" NOTE: GUARD POST IF CONCRETE IS NOT SPECIFIED, EARTH BACKFILL G TO BE COMPACTED. L- 11 L PLAN NOTES HYDRANT GUARD POST ELEV N -1 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 REVISIONS STANDARD DETAIL OLYMPIC VIEW VALVE MARKER / GUARD POSTS NOW DATE SCALE DWG NO. 11/29/21 NTS W-7 APPROVED FOR WA ITR dt SEWER CONS7RUC770N OL YMPIC VIEW WA IFF. AND SEINER DISTRICT DISTRICT ENGINEER UR A SIGNEE 202�(�53 09:45:32 07'00' SUBJECT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HAVING JURISDICTION UNPUBLISHED WORK COPYRIGHT © 2023 BY HARMSEN & ASSOCIATES INC.' REVISIONS V, V, r co" M 0) LC) W 0 , , In � M ��O W � O M O (D O OOr,O \ () / ��� v /Y Z Q W LL O T W cn H W r W cc N F- r- cn N O Z_ (3) C T G LO _ X LL No0 WmCC 1W • Z LO N ra EN TON�ti 3 fi r; 'All ha w 7 �0 U Q cc J J c Q LU 0 W P cn LU it LUZ�� cno LU LU X0 oC a 0 c)0 �cn =aLo �w Z a cm W w > OO U cn > a V � O = aJ 0 J 0 DATE: 5/1 /23 JOB #: 21-208 Know what's below. Call before you dig. Wl ■ 5 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. PROVIDE BLOCK OUT FOR — METER BOXES IN DRIVEWAYS PREAPPROVAL REQUIRED SEE DWG WD 4B THRUST BLOCK SIZED FOR 4" TEE SEE WD-11 MAIN 36" MIN, COVER MIN. COVER UNDEi DITCH / + 18" I 1 R 10"-12" SEE NOTE B PUBLIC I PRIVATE 30" MIN. COVER t2��INSTALL 3 BURIED METALLIC MARKER TAPE. TAPE SHOULD READ "CAUTION BURIED WATER BELOW". CARLTON INDUSTRIES INC., BLACKBURN MFG. CO. OR EQUAL. NO. ITEM 1 DISTRICT APPOVED 2 4 R W GATE VALVE FL X FL 4" X 2" COMPANION FLANGE FIPT) 3 2 MUELLER 110, FORD GRIP J 0 AY MCDONALD 4753 MIPX Q ADAPTER 4 2" PLASTIC CHEDULE 40 5 2" bAUUtK KILUUINUALL. MILILK SUPPLIE 6 REFER TO OVWSD APPROVED MATERIALS LIST FOR METER BOX TYPE 7 2" TYPE K COPPER PIPE (SOFT) 8 CAST—IRON VALVE BOX 9 2" FORD VI3H87--5Hb-11—//—NL AY McDONALD 730 08WDFF-776 OR APPROVED EQUAL 10 2" BRASS NIPPLE 6" LONG MIN. (MIPT) 11 2 BRASS ' 12 2 =NIPPLE3" LONG MIN_ 13 2 BRASS UNION IP 14 2 �S� NIPPLE ENn T) RACK DE SInFWALK 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_ WATER METER AND 2-INCH SERVICE C❑NNECTI❑N DETAIL DATE SCALE FiDiiG N0. 11/29/21 NTS I W-1B TEST COCKS (4 REQUIRED) NNz— TOP VIEW METER BOX EXIST GROUND SILI REENT 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 CONDMONS. 9. BRAND, MODEL AND SERIAL NUMBER OF ASSEMBLY MUST BE CLEARLY VISIBLE 10. THE BACKFLOW PREVENTION ASSEMBLY MUST BE APPROVED BY WSDOH/USC. 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 = STANDARD DETAIL DOUBLE CHECK VALVE ASSEMBLY UP TO 2' DATE SCALE DWG NO. 11 /29/21 NITS W-11 APPROVED FOR WA7F.F & SEWER CONSTRUCTION OLYMPIC VIEW WA T1.-.R AND SEWER DISTRICT DISTRICT ENGINEER OR AS ' GNEE SUBJECT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HAVING JURISDICTION REVISIONS co co r co" M , , W 0 M 1.17 O � O W M 00 Z W O O O \ O O (O Z a W cj) LL. U O W F- N I— W W CC 04 I- r- cn 04 00 z 0) Q W `Q C T G Lc) X LL Noo W mCC •z �o 04 ra *k EN TON''-y w 7 �I H U Q It J J cn Q W_ p H LL C 0 W J � c Q W W Z cLU o W �=o oCa � 0 m0 cf) =aLo �w ZacmmW w> U > a O V � = aJ 0 J 0 DATE: 5/1 /23 JOB #: 21-208 Know what's below. Call before you dig. W1 ■ 6 P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\W1.0 SEWER WATER.DWG 5/1/2023 UNPUBLISHED WORK COPYRIGHT © 2023 BY HARMSEN & ASSOCIATES INC. 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' LEI 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 __ GRASS -------------- _ ---__-------------------__----------- _i------- - ------------- 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 1/81' = 1'-01, 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 CFS OF 1.5 INCLUDED) . . . . 0.3 SEISMIC SURCHARGE PR SSE URE (RESTRAINED UNRESTRAINED) .14H PSFI7H 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). AM 0 Submit Specific Item ❑ Rejected ❑ Revise and Resubmit PQ Furnish with Corrections Noted 0 Reviewed ❑ Not Required/Not Reviewed This review is only for general conformance with the design concept of the Project and general compliance with the information given in the Contract Documents. Corrections or comments made on the shop drawings during this review do not relieve contractor from compliance with the requirements of the plans and specifications. Approval of the specific item shall not include approval of an assembly of which the item is a component. Contractor is responsible for dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of construction; coordination of his or her Work with that of other trades; and for performing all work in a safe and satisfactory manner. DAVID EVANS AND ASSOCIATES, INC. Date: 3/15/23 Reviewed by: Mike Schumann 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.de1lgnsow.cow 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 CO 0 o Q LU w C') J Z LU co FEEw Cn � w VCN O 0 00 LUN Pek'mki%ET ISSUE DATE: SEPTEMBER 30, 2022 REVISION SCHEDULE Rev # I Date Description 2 1 01-04-23 1 Permit Resubmittal RESUB 1 /26/2023 CONTENTS: CITY OF EDMONDS DEVELOPMENT G E N E RALICES 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 �)Ili, 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 � E] _ � � ❑❑o❑ ❑o❑❑ ❑o❑❑ > o /S3.1 ❑❑❑ LILIL- E3 ❑ ❑ 1 ❑ ❑ 1 ❑ ❑ 1 ❑ ❑ 1 ❑ ❑ 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 11 i ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 ❑ ❑ 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 ❑ ❑ ❑ ❑ 11 11 `t ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1[10 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ PIPE Plan Notes 7/S3.1 1 �SEE CIVILRE NFORCEDMENT AROURAWINGS aJQ'PC'IVETRATIONSFrtF4ETERS, LOCATIONS, AND INVERTS. SE�S3.1�R ADDITIONAL Wi flLET 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 J J Q O CD CU z CD U < 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-011 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 PEAMW§ET ISSUE DATE: SEPTEMBER 30, 2022 REVISION SCHEDULE Rev # Date I Description 2 01-04-23 1 Permit Resubmittal RESUB 1 /26/2023 CONTENTS: CITY OF EDMONDS DEVELOPMENT VAULT KANS 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 EA. VOID HOLLOW CORE PLANK GROUT JOINT W/ POUR SLOT (2 min. PER MANUFACTURER 311 per plank) ADDITIONAL VERT. BARS TYP. CORNER BARS: 24 ADDITIONAL VERT. BARS TYP. CORNER BARS: 2n BEARING STRIP PER min. PLANK MANUFACTURER (2)#5 HORZ @ TOP OF WALL ( )11 1) 0 0 0 0 N N F 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 INSIDE FACE \/� OUTSIDE FACE MS 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 Of 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 MS VOID BLOCKOUT �s CONT. PL 1/4"x3" W/ /\\/\/\///��\/\/ j\j CONCRETE WALL PER PLAN REINF w/ (3)#5 CONT. 1/2"0 x 4" W.H.S. @ 24"oc 3„ \\/��%\\/%\\/��%\\/% //\//\//\//\//\\ #6 DOWELS @ 10 oc.\/// // #4 @ 18"oc H.E.F., ' \ \ \ \ \ \ ' \ j\ #4 @ 12"oc V.I.F, & #4 @ 10" oc V.O.F #5 CONT. WITHIN EDGE (2)#5 HORZ @ TOP OF WALL BLOCKOUT SLAB ON GRADE VOID OF PLANK AS REQD FOR COVER /\// \\/ PER PLAN (1)#5 x 4'-0" DIAG EA BACKING ROD AS REQD. #5 x 3'-0" @ 18"oc AT r ti L J %// CORNERCENTER CONCRETE WALL PER OF WALLW/ STD #4 CONT. � � PLAN REINF w/ HOOK SURE s /�// #4 @ 18"oc H.E.F., 1 \\//\\\\�j/\�j/\�j/\�j/\�j/\��/\\j 2'-01, #5 @ 12"oc E.W. CTRD. � 2 81, THICK CONCRETE WALL CONN. PER 3/S3.1 2 INSIDE FACE OUTSIDE FACE Ms PER 10/S3.1 -,\ MS 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 O (5)#5 TOP AND BOT FINISH GRADE 11 SECTION , (4)#6 PLANK DOWELS PLACED AT THE TRANSVERSE z Q 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 457.32' r CV •� I I I I I I •• 45..03 ............ .._.. 00 _1 __I _ _ I__ 1_ (5)#5 TOP AND BOT (2)#5HORZATTOP I I TRANSVERSE WALL I I I I 811 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 150 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'-611 INTO WALL SEE FOUNDATION PLAN FOR 5% SLOPE TO FOOTING DIMENSIONS SEDIMENT COLLECTION • 449.03' ------ -- — -- —� -------- c� Section 24110 OPENING ACCOMMODATE TO MANHOLE plan (1)#6 AT THE MID -DEPTH OF THE SLAB 10 20'-0" 1/2"= 1'-011 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 532, Snite B Stanwood, WA 98292 www.des ignsnw. 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 co N 0 00 Ujrn om O FEE 0 z0 0 Q LU w C� J 0 Z LU F- w L F- F- Vm O M N LU Q 00 N ao PEW'M' f f'§ E T ISSUE DATE: SEPTEMBER 30, 2022 REVISION SCHEDULE Rev # Date Description 2 01-04-23 Permit Resubmittal RESUB 1 /26/2023 CONTENTS: CITY OF EDMONDS DEVELOPMENT ICES Vault Sedions and Details SCALE: DRAWN: DJN CHECKED: RHR PROJECT NO: 12034-2021-01 SHEET: S3ml V V V V V V Y Y V V V V V V Y Y 32min 32min 1' 2' 3' 4' 5' 6' GENERAL ACCESSIBILITY NOTES: NOTES: �'g 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 ; 38 min 90° (b)SYdlrg Door 2. COLOR PER IBC STATE 12max 137D °D 915 12m1n AMENDMENTS 1101.2.9 (WAC we keep 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 2 min 610 2' (WHITE ON BLUE BACKGROUND). EXTERIOR ELEVATIONS FOR FURTHER INFORMATION. 42 min 3. SYMBOL PER ICC/ANSI A117.1 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 Section609.4� i �0 3' DETAILS PER ICC/ANSI A117.1 2 2009. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ACCESSIBLE PLUMBING FIXTURES, DESIGNS 4► v T PIJ (i) 3815n SECTION 703. E R 0 A E 0 E, P H F A L, E / R , A E I E A COMPLY WITH THIS CODE. THESE DETAILS ARE SHOWN FOR THE CONTRACTOR'S 17 O i t 11 W e S t 36min 4 CONVENIENCE AND DOES NOT LIMIT OR RESTRICT THEIR APPLICATION. ARCHITECTS 915 4000 (c) Folding Door 360. Box P.O. Box 1270 (d) Doorways without Doors 4. CONTRACTOR TO PROVIDE SOLID BLOCKING IN WALLS/ CEILINGS AS NECESSARY TO 10031 SR 532, 532, Suite B ACCOMMODATE INSTALLATION OF ACCESSIBLE ACCESSORIES AND EQUIPMENT. Stanwood, ns va2e2 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 6' 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 2 1 SEATTLE, WA 98104-2579 11 � n 2 38d SCALE: N.T.S. I From latch side Pull 48 inches (1220 mm) 24 inches (610 mm) (206) 322-3322 I 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. 413eyond hinge side. F- \^I�- I 60 25 io V 18 min ' 18 min I----------7 1 455 455 _ jj _ 'If hnlh closer and latch are provided 18 min - - - s I �wvj c i - -, 230 a 18 min - i ------ E 64 I 445 �� r- 1 R RED l $ 445 I m Fig. 604.5.3 -- -J --- Ein 0 � I o I 1 ------_--- - 12 min* I E N 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 4 to 00 perimeter 1� 4aa-say � (a) (a) Circular w 100 - 120 EI (eva)tlon pm;, (a) Front Approach, Pull Side (b) Front Approach, Pull Side Push Side Fig. 3Flo V EV NM Size of Clear Floor Space _ _ _ 11/ FIg.308.2 i-------� r 60 min p L 30m1n J -. 2 Toe Clearance 1 1525 11/4 - 2 2 max a min I � 1 12 min 32-51 51 ' n 205 i------------ -- ---c 305 E o i---------- i 780 E" °`8 i i ■Bo - i i E � (e) Forilrard N L I I c o X> 8 X> 8 I rp °) c -i E '� E r. 205' I °7 E cN�l t o i m'� 42 min m-- 24 min c- i � I .36in 1005 610 I c 1 9 min I 1 E 1 ) C) 11/2 min 230 i I I --------------JI ----- �" I ) o0 (a) Circular (b) (0) (c) Hinge Approach, Pull Side (d) Hinge Approach, Pull Side f- : I �MlnrnNoncircular 12 min L - - 12mi - - - JII 25 max ' If both closer and latch are provided 3W 305 48 min L Q �6 '" 48 min (1220) if both closer and latch provided (c) 11 min Push Side, Door Provided Fig. 609.2 Fig. 609.3 280 72 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 (b) 305 ------ Elevation 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 <�3 22 min >= o 24 min ACCESSIBLE GRAB BARS ACCESSIBLE LAVATORY; 610 ACCESSIBLE RECESSED DOORS WHEELCHAIR SPACE DIAGRAMS = Z o I - w 52 SCALE: N.T.S. 42 SCALE: N.T.S. ------ --- -- 22 SCALE: N.T. . 12 SCALE: N.T.S. W (s) Hings Approach, (f) Latch Approach, Pull Side J Other fixtures not allowed Push Side 4 max within this area 100 r Z LU w r LU --; r- 1 j� 1 � o I I IIIIIIII� iiiiiiii� w c N m W 24 min E o E N A A ---I 610 a co N x x E 3 L I -- ----- U) Lim (n I L J M V a (g) Latch Approach, '48 min (1220) Q0 Push Side If closer is provided 36 co 1/2 max 915 n O J N - - - - - 13 00 N i() x % (a) Forward Approach N 80 min L 1B _ 18 Fig. 404.2.3.1 ' 1525 Maneuvering Clearance at Manual Swinging Doors 17 max 405 - 455 r LaFig.604.3 N 1,0 - 430 Size of Clearance for Water Closet X A e ---, Fig.302.2 x E9 7c4 ) c Carpet on Floor Surfaces X X CHECK SET E °� 12 min 305 g, Section 609.3 ® N c predominant direction Of travel Pi Protruding J _ - _ _ _ _ _ - 307.2 rr N Limits of Protruding Objects 60 min (a) (b) s 1525 Wall Hung Type Stall Type h R o (b) Parallel Approach Fig. 605.2?,�_43017-19 ISSUE DATE: JANUARY 31 2023 Height of Urinals -485------------�------------ $ I Fig.305.7 ' Maneuvering Clearance in an Alcove long dimension ern 7-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.. 4 max Fig.404.2.3.3 100 100 # Date Description ACCESSIBLE URINALS ACCESSIBLE TOILET Maneuvering Clearance at Doorways without Doors O E� 2 01-25-2023 PERMIT RESUBM. 53 SCALE: N.T.S. 43 SCALE: N.T.S. 1121Max (a) � �� 01-27-2023 CONFORMED SET 4 max 4 max Fig.302.3 100 100 -- Openings in Floor Surfaces i/4 max t 6.4 O Bo min 4 max 4 max ,1525 E r 100 100 3 -I,-160 min / x > � E 42 min 42 min 36 min 36 min 1525__,Fig. 303.2 g' 1085 1065 915 915 14" 101N. b Carpet on Floor Surfaces x> 12 E a� (a) 8 N m x> 305 X< 48 X< 48 1/4 1220 1220 e::� o o (b) 6.411 1 2 112 (b) a b ONTENTS: ° 0 Ki 13 180 Degree Turn 1e( Degree Turn ADA DETAILS O w �> a X 1 Fig. 307.3 (Exception) x x w Ld o X O I- w O Q /4 Post -Mounted Protruding Objects Q Q= m om Q w Q 1 � 6.4 Fig. 403,5.1 O Q O � L� _ -- Clear Width at Turn =w� _ mwlY x �'somin min 24nlax O a-O �� N g G gg 1525 (a) e124 o �2ia 810 � Z ~ ~ O E t� 1/4 - 112 :2r FIN. FLOOR �t` '/ 6A-13 12$ CALE: _ _. ri v s RAWN: Author XV e I X Nam CHECKED: Checker TOILET TOILET SEAT PAPER TOWEL SANITARY SOAP M I RROR FIRE URINAL (b) I PROJECT No: 2021031.00 T155UE COVER DISPENSER NAPKIN DISPENSER EXTINGUISHER DISPENSERS DISPENSER DI5P. (Fig.303.3 Fig.307.4 Fig. 404.2.5 Fig. 403.5 Two ors n a ries te ACCESSIBLE MOUNTING HEIGHTS ACCESSIBLEDoDIOeORS Beveled ACCESSLevel IBLE PATH OFReduced TRAVEClearance WHEELCHAClear IwRotROIUTE DIAGRAMS SHEET: 54 SCALE: NTS 34 SCALE: N.T.S. 24 SCALE: N.T. 14 SCALE: N.T.S. T1 ■ 8 -A -A -A -A -A -A -A -A -A -A -A -A -A -A --A -A CONT CTOR RESP SIBL OR C RDIN NG DRAWINGS AND SPECIFICATIONS GENERAL ACCESSIBILITY NOTES: 455 HOUSING NOTES:AM\45° r 18min 1. ONE, OF EVERY SIX ' ACCESSIBLE PARKING STALLS 1. REFER TO CIVIL AND ARCHITECTURAL SITE PLANS FOR FURTHER INFORMATION ON HOPE iL 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 centered on 0 0 Q U U 0 ACCESSIBLE BARRIER FREE 2. REFER TO FLOOR PLANS, DOOR SCHEDULE AND TYPES, WINDOW TYPES, AND tactile characters PARKING STALL. [IBC 1106.51 EXTERIOR ELEVATIONS FOR FURTHER INFORMATION. 18min 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 Al17.1 L 132 min L 96 min Location of Tactile Signs at Doors 3350 0 132" MIN. WIDTH W/ AN 2 2009. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ACCESSIBLE PLUMBING FIXTURES, DESIGNS Fig.502.2 ADJACENT 60" WIDE ACCESS E R O A E O 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 Ik ARCHITECTS car parking spaces van parking spaces CONVENIENCE AND DOES NOT LIMIT OR RESTRICT THEIR APPLICATION. AREA 3. ACCESS AISLES SHALL 360.629. 3441 P.O. I27 0 0 0 0 0 0 EXTEND THE FULL LENGTH OF 1003t Box SR 127' 0 Suite B REFUG 4. CONTRACTOR TO PROVIDE SOLID BLOCKING IN WALLS/ CEILINGS AS NECESSARY TO Stanwood, WA 93292 0 s4 0 0 0 THE PARKING STALL AND SHALL ACCOMMODATE INSTALLATION OF ACCESSIBLE ACCESSORIES AND EQUIPMENT. www.aesrgnsnw.com 0 0 BE MARKED SO AS TO 0 © 0 DISCOURAGE PARKING IN THEM. area to :0 � 5. RESTROOM ACCESSORIES TO BE SURFACE MOUNTED. MOUNT DISCHARGE AND 0 0 be ICC/ANSI Al 17.1 502.4.4 0 [ ] matl E £ 0 Q 0 Q marked Q Q Q Q 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 80min bromin PARKING SURFACE. [ICC/ANSI CONFORM TO ACCESSIBILITY REQUIREMENTS OF THIS CODE. Note, For Braille mounting height see Section 703.4.5 1526 1525 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 21 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 ELECTRICAL _ MECHANICAL/ _ MECHANICAL WORDED "STATE DISABLED PARKING p _ -Ro PERMIT REQUIRED" ATTACH TO WALL OR11�� ROOM ATTACH TO SIGN POST (5'-0" MIN. FROM L.� B.O. SIGN TO PARKING SURFACE) _I o I- • 2" DIAM. GALV. STEEL SIGN POST, CAPPED ELECTRICAL / MECHANICAL ROOM SIGNAGE io & PAINTED (WHERE OCCURS) W „ A. STATE DISA LED 8" 6" 5" 8" � � "VAN ACCESSIBLE" SIGN AS APPLICABLE - ��� � �l1�1fi� 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 MEN WOMEN EXIT UNISEX REQUIRED NOTES: _cD o 0 1. AREA OF SIGN TO BE A MIN. OF 70 SQ. PROVIDE BRAILLE INCHES. 2. IDENTIFICATION SIGN TO BE CENTERED cfl o AT THE HEAD OF THE ACCESSIBLE PARKING O OCC. LOAD, RESTROOM SIGNS & EXIT ACCESS SIGNS (FOR AREAS OTHER THAN RESTROOMS) MEN 3 VAN ACCESSIBLE 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] o = Z 52 ACCESSIBLE SIGNAGE 42 ACCESSIBLE RESTROOM SIGN 22 ACCESSIBLE PARKING SIGNAGE w SCALE: NTS SCALE. N.T.S. SCALE: 1"=1' 0" (N.T.S.) LU C� J Distance between dots atijoining surface 20 12 2 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 i--- i1� Distance between 0 O\j J _ _ 9 E $ ` f I- dots in the same cell i i i 290 I $ � '^ C1 1001 -- - I i Fig. 406.2 U) O C1 i 0 0 i d - Counter Slope of Surfaces Adjacent to Curb Ramps Distance between � � corresponding dots from onecell directly below Blank cell space --- between words I L 8 in 17-25 0 10 01 Raised dot -- J 50 430-635 M 36 min 915 I a. CV Dot diameter 1 0 0 ' 0 0 (a) Forward Approach t■) (b) Section 4D6.7 LO 1 Elevation Plan 0 �0-0 0 No raised dot 9• FI 306.2 N r Toe Clearance 00 Fig. 703.4.3 Braille Measurement 31/2 max 2min 05 ` o Table 703.4.3-Braille Dimensions CHECK HECK S E T to t°9i ■� Measurement range Minimum In Inches I 1 c Maximum in inches trE $ Dot base diameter 0.059 1.5 mm) to 0.063 1.6 mm) I E g minA flared sides 1:10 max slope Distance between two dots in the same cell 0.090 (2.3 mm) to 0.100 (2.5 mm) I o N i rl 230 L Fig. 406.3 Distance between corresponding Sides of Curb Ramps Forward Reach dots in adjacent cells' Unobstructed Forward 0.241 (6.1 mm) to 0.300 (7.6 mm)Fig.3Dot height 0.026 (0.6 mm) to 0.037 (0.9 mm) ISSUE DATE: JANUARY 31, 2023 // Distance between corresponding dots 25 max la) from one cell directly below 0.395 (10.0 mm) to 0.400 (10.2 mm) 035 planting 20max Measuadcen[er[ocaner 11min area 24min 510 2m (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 PERMITRESUBM. c N E ARY 4 220 1220 3 01-27-2023 CONFORMED SET Ln Cn N �� SCALE: N.T.S. ER planting e- afee fzmn 4 milk 2 mi 610 12 min 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 16.5 41 -61 FIg. 505.10.1 Character Height N °p 36 min Top and Bottom Handrail Extensions at Ramps Fig. 703.4.4 ro 916 CONTENTS: Position of Braille Q b a 50%-65% N r base diameter ,Zmn 1,1=lnADA DETAILS 32 - 36 min 2mi E E O o ui 1 1 48 min7- 1 to 04 L0 Table 703.2.4-Visual Character Height O 0 �� (Section 403.5) j 1220 x<�ao e- Height above Floor to Baseline of Horizontal Viewing Distance Minimum Character Height Y O O O �- (■) Extended surface (b)Curb or Sorrier Character 0.9 - 1.4 Fig. 405.9 Less than 6 feet It 830 Tim) �/ inch (i6 mm) O O O O 23 - Re mp Edge Protection 40 inches (1015 mm) to less than or % inch (16 mm), plus '/a inch (3.2 60 min 36 60 min gin equal to 70 inches (1780 mm) 6 feet (1830 mm) and greater mm) per foot (305 mm) of viewing 15mi 1525 gi SCALE: distance above 6feet 1830mm) (a) Plan (b) Elevation (Enlarged) 10 max. 10 - 24 Less than 15 feet (4570 mm) z inches (pl mm) DRAWN: Author Greater than 70 inches 255 255-610 1780mm) 0inchless (3050mmequal to 2inches (51 mm),00t(30 pllm)ofviewin2 TRUNCATED DOMES landing 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 15 feet (4570 mm) (a) (b) landing Less than 21 feet(6400 mm) 3inches (75 mm) Cut -through at Island Curb Ramp at Island et least es wide as ramp run Fig. 308.3.2 Greater than 120 inches 3 inches (76 mm), plus'/a inch (3.2 (3050 mm) 21 feet (6400 mm) and greater mm) per toot (305 mm) of viewing Fig. 406.11 (a) Obstructed High Side Reach I I distance above 21 feet (6400 mm) Lr.mnp Islands SHEET: 54 ACCESSIBLE REACH RANGES ACCESSIBLE BRAILLE / LETTERS `� SIDEWALK WARNING DEVICES 24 ACCESSIBLE CURB RAMPS ACCESSIBLE RAMPS (b, SCALE. N.T.S. �� REFER TO DETAIL _/-- FOR FURTHER INFORMATION SCALE: N.T.S. "� D(PROVIDE PER LOCAL ORDINANCES / STANDARDS) SCALE: N.T.S. SCALE: N.T.S. 4 SCALE: N.T.S.T1 ■ 9 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS A TRASH ENCLOSUREI U-0" TALL HORIZONTAL WOOD SLAT SCREEN ON TOP OF 6" TALL CO CURB PEDESTRIAN ACCESS GATE, CHAINLINK W/ VINYL SLATS, CANE BOLT SLEEVES AS REQ'D TO HOLD OPEN AT 100' MIN W le00 Ln Lf?zo tt LO O 00 00 'WIDE x 10' HIGH TYPE-1 LANDSCAPE S RS ZONE SETBACK 0' FROM SETBACK, STEP BACK IF > 25HEIGHT 0' GC ZONE SETBACK 1 .4 11' �E�EEEE�EEEEEEEEE�EEE APN: 00576700002700 ET AL PARK EDMONDS APT LLC 8123 236TH ST SW ELEC.TRANSFORMERS- SEE ELEC.-- I - IIIIIIII�� W ----- ------ ----- ------ ----- ------ ----- ------ ----- ------ ---- I III II III I I�I = = I a� I ___- -- - - -- ------ --- ------ - --------------------- �- ICI 'n o 16'-0" TALL CHAINLINK DOUBLE -GATE W/ 3 I­cJ ® ,'I VINYL SLATS, CANE BOLT SLEEVES AS IMF w ®® '' I REQ'D TO H LID OPEN AT 100' MIN o \ =IIII I IVI ®� - I PAD, SL 0 DRAI MIN N IIIIII - � \ CONC APRON, AS REQ'D MAILBOXES it li yl II --J I �I I I 20' 10 J 1 � I I f � � I I � I; I I I� I I; I; I I I \o BUILDING C BUILDING A I I I I I I I I I I I I -• I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I —III—III— —III—III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I III III III III IIIIII _ _ = 0 0 — — IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII I I I I I I I I I I I I I I I I I I I I I I III IIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII , � � IIIIIIIIIIIIIIIIIIIII I ■ � I =_ __ (IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII III ( I I I I I I I I I I I I I I I 10/ SITE PLAN - TRASH HAULER EXHIBIT 1 /16" = V-0" BUILDING D �22 PARKING (2 ADA)� — — — — — — — — — - - — — 301.58' FENCE S 000 22' 08" W -SPORT COURT - 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 BUILDING B 14' - 6 3/4" W M N �zo Ln �00 00 I I I — — — — — — — — — — — — — FENCE APPROVED BY: DATE An HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com _ Ir c o architecture resource collaborative co 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 I F_ U) co N co N O LIJ m O Fm z i z 0 Q LU LU C� J U) Z LUU) Fm I--- EEEEEEE■ LU c� � oc LU VQ= U) O �a (.0 00 N W Q N 00 CONFORMED M SET v ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 2 01-25-2023 PERMIT RESUBM. 3 03-31-2023 CONFORMED SET A CONTENTS: TRASH HAULER EXHIBIT SCALE: 1/16" = 1'-0" DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: T1m10 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS LAU r\IUr\DUM \U, r-Cr\ IVIFF\ TRASH ENCLOSURE NORTH ELEVATION 1 /2" = 1'-0" TRASH ENCLOSURE SOUTH ELEVATION 1 /2" = 1'-0" t 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 I LLDRAINAGE ROCK 10" MIN WOOD PRIVACY FENCE 3/4" = 1'-0" TAPERED CAP r --1 8d NAIL INTO RAIL 7 TAPERED AT 24" O.C. T1.1 CAP VERTICAL PICKET -- 2x4 RAIL, CONT BETWEEN POSTS RAIL _------ - - POSTMASTER PLUS TRIM b LINE POST, cn O AT ± 6'-0" O.C., TYP o = Q M m to POST, BEYOND — co Q in 0 w Q - 2x6 KICKBOARD, PER MFR - CURB SLAB -ON -GRADE TRASH ENCLOSURE 6 3/4" ERS, TYP MASTER PLUS GATE AT GATE JAMBS, TYP 31/2" N EXT TAPERED CAP AT FENCE 6" = 1'-0" 31 /2" 8d NAIL INTO RAIL AT 24" 0.^ TAPEREE HORIZOI\ FENCE B 2x4 RAIL POSTMA LINE P0, TAPERED CAP AT TRASH 6" = 1'-0" I NT INT TRASH ENCLOSURE EAST ELEVATION 1 /2" = 1'-0" e 2 TRASH ENCLOSURE ENLARGED PLAN 1 /2" = 1'-0" 3' 6" POSTMASTER PLUS GATE POST GATE LEAF AT GATE JAMBS, TYP TRASH ENCLOSURE WE 1 /2" = 1'-0" CANE BOLT FOR HOLD -OPEN ONLY CANE BOLT SLEEVE AS REQ'D FOR 100' MIN HOLD -OPEN AT I I I I I I I i 0 NOTE: GATE LATCH AND HANDLE TO BE ADA ACCESSIBLE x W Q < Q Of 0 o z O v o0 Q Q 2 U) U w J O m Q Ahn HOUSING HOPE we keep hope alive 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 N O 00 Uj a O Fm 0 z z 0 Q LU W C') J 2 �: Fm Z W H W Lim W VQ= H N LO W Q 00 N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 2 01-25-2023 PERMIT RESUBM. 3 03-31-2023 CONFORMED SET SITE DETAILS SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 / 2 SHEET: Tlmll CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS 0 rn -BUILDING FACE HOLD TOP LEVEL AT PLANTER WALL CLOSEST TO BUILDING w VARIES 4'-6"MIN tt ;=�w -; 2" CLR TYP-- 10" 8" SITE PLANTER SECTION 3/8" = 1 t-0't SIGN, PER SITE PLAN GALV SIGN POST FINISH GRADE a FOOTING Z O 0 U_ a 1' 0" SIGN AT PLANTER 3/4" = 1'-0" An HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w ww.designsnw.com 1-1/2" 0 GALV PIPE HANDRAIL AT 36" AFF, PAINT TO MATCH BUILDING GUARDRAILS CONCRETE PLANTER WALL W/ 1/2" CHAMFER AT TOP EDGES AND ANGLED SKATE STOPPING CLIPS AT 36" OC r c #4 REBAR AT 12" OC EA WAY architecture resource collaborative 1/2" BITUMINOUS STRIP, TYP CONCRETE SLAB -ON -GRADE 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 I IE `IIII (206) 322-3322 FOOTING DRAIN WITH DRAINAGE GRAVEL AND FILTER FABRIC GROWING MEDIUM 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" co N O 00 Uj am o FmC Z z0 Q Q LLJ LL1 C� J Z LU Fm LL LU o Ja coQ0 N Lo LU Q 00 N CONFORMED SET ISSUE DATE: MARCH 31, 2023 REVISION SCHEDULE # Date Description 2 01-25-2023 PERMIT RESUBM. 3 03-31-2023 CONFORMED SET CONTENTS: SITE DETAILS SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: T1m12 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS REFER TO PLUMBING PLANS FOR MORE INFORMATION ON HEAT PUMP WATER HEATERS (TYP) i MECHANICAL SITE PLAN 3132" = V-0" HOUSING HOPE we keep hope alive DESIGNS L v northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www. designs nw. com ECOTOPE 1 9 17 1 ST AvE, #300 SEATTLE WA 9B 1 o 1 PH: (206) 322-3753 FAX: (206) 325-7270 L" C W cfl N O 00 a O �z U) Z Q z O w C' J Liu Z LLI U) w w V Q U) O J a M N LLI N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: JAN. 3, 2023 REVISION SCHEDULE Rev # I Date I Description KEYPLAN C A D B CONTENTS: MECHANICAL SITE PLAN SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: m 1 1 10 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�_1I:7_Til: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 (glr= CONTROLLED GREEN RECEPTACLE, TAMPERPROOF M (glr= 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 O DRYER OUTLET NEMA 14-30R ® RANGE OUTLET, NEMA 14-50R O HOOD OUTLET, CONNECT ALL LIGHTS ••• THREE -BUTTON CONTROL SWITCH 0 PUSHBUTTON SWITCH DOOR AUTO -OPERATOR PS POWER SUPPLY ® EQUIPMENT CONNECTION 4 MOTOR CONNECTION r❑ DISCONNECT SWITCH r1Z MANUAL MOTOR STARTER rF] FUSED DISCONNECT SWITCH Ej 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 FIRE ALARM ADA STROBE WALL MOUNTED Balangue Engineers Inc. 1200 Westlake Ave. N., #509 FIRE ALARM ADA STROBE Seattle, WA 98109 OSMOKE 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. SD(S) 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 S2 WALL 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 FREX1 REQUEST TO EXIT Fc-R-1 CARD READER Ds DOOR SWITCH Ms MOTION SENSOR EH MOTION SENSOR WALL MOUNT FKJ SECURITY KEYPAD EEI ELECTRIC LOCK 1111ft— 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 0 E)n%/I ME: IAno CI CQQ AOCA �O NTRO LLERS 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 L1.FIT WA L ������� N 0 00 UU am CIO O FM 0 z Q z 0 Lu W C') J Z LLI co H LU Cj) LL O _N 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 3 03-30-2023 Conformed Set CONTENTS: LEGEND SCALE: As indicated DRAWN: ELIAS CHECKED: MF PROJECT NO: 2021031.00 SHEET: El II1 m 3 w 0 N U J W 0 2 � �EL N co M O 0 N � N Q N U i N O N r\n M UTILITY VAULT 444LA WITH 44-332P COVER �k \M 3 3 4 J J M o- 1.25"-6#6,2#8GND CH1-19,21,23,25 HOTBOX 120V CIRCUIT 1.25" TO CH1 BUILDING G TEL/PHONE DEMARC & RESIDENTIAL IDF C PANEL CH1 BUILDING D 1.25"-6#6,2#8G N D TO DH1 1.25" TO CHII 1.25" TO AH 1 TEL/PHONE DEMARC- & RESIDENTIAL IDF D PANEL DH1 1.25"-6#6,2#8GND 1.25"-6#6,2#8GND TO DH1 TO DH1 V V V V V V i I J J J J J J 0611 � BH7-6 VIA EXTERIOR °s LIGHTING CONTROLLER HOTBOX BH1-41,43 120V CIRCUIT 1"-3#10 / BD @L� - - 41 043 M BD C HOTBOX 120 CIRCUIT A -�- 3 2 w Z Q �z I I I F SITE PLAN - ELECTRICAL 1/16" = 1'-0" EXIST. ZIPLY UTILITY POLE TO BE RELOCATED. COORDINATE WITH ZIPLY. NEW ZIPLY UTILITY Q POLE LOCATION 1.25" TO AH 1 M1 1.25" TO AH 1 HOTBOX 120V CIRCW AH1-107 LOCATION Tie BUILDING A FIRE ALARM CONTROLPANEL� (FACP) 1.25"-6#6,2#8GND `-- SEE ONE LINE BH1-19,21,23,25 (2)4" COMM NEW ZIPLY UTILITY POLE LOCATION / UTILITY VAULT O ® 444LA WITH 44-332P COVER CB RIM=458.53 C H-20 RATED 18" CMP N IE=455.38 — — 6" PVC (VERT) IE=456.58 i i H CULVERT 6" PVC IN I E=455.01 U 2360FH ST SW EXIST. ZIPLY UTILITY POLE TO BE RELOCATED. COORDINATE WITH ZIPLY. FfF OB ENGINEERS Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com (2) 4" PRIMARY COORDINATE STREET CROSSING WITH SNOHOMISH PUD PROPOSED SNOHOMISH PUD 3 PHASE SERVICE POLE �—COMCAST INTERFACE POINT FLAG NOTES: DINSTALL DOUBLE EV SHARED LOAD MANAGEMENT CHARGING STATION DINSTALL SINGLE EV CHARGING STATION DFUTURE DOUBLE EV CHARGING STATION. LOCATION SHALL BE EV READY WITH CONDUIT AND WIRE INSTALLED. DFUTURE DOUBLE EV CHARGING STATION. LOCATION SHALL BE EV CAPABLE WITH CONDUIT INSTALLED. L� SHEET NOTES: INSTALLED ELECTRICAL VEHICLE CHARGING FACILITY SHALL MEET ECDC 17.115.020.1. REQUIREMENTS OF LEVEL II ELECTRICAL VEHICLE CHA GING TATI N . PROVIDE MINIMUM 3 HORIZONTAL AND V VERTICAL SEPARATION FROM WATER/SEWER/STORM UTILITIES ON PRIVATE PROPERTY AND 5 FEET SEPARATION FROM CITY UTILITIES IN RIGHT-OF-WAY. HOUSING HOPE we keep hope alive ` DESIGNS L A 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 S. FIT � OF WASF C0A TVA ��� r. 11 O N O 00 Uj0') o FM0 z Z z0 0 Q LU W C' J U) z LUU) _ H W cl) LL M U) V cfl O _M N U') LU N O PERMIT SET ISSUE DATE: SEPTEMBER 2022 REVISION SCHEDULE Rev # Date Description 1 10-19-2022 Bid Set 2 01-25-2023 REV 2 3 03-30-2023 Conformed Set CONTENTS: SITE PLAN - ELECTRICAL SCALE: As indicated DRAWN: EL/AS CHECKED: MF PROJECT No: 2021031.00 SHEET: N El I, 0.0 0.0 0.1 0 4 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.2 0.2 low 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0. \ 0.4 0.5 5 0.5 0.5 0.5 0.5�\ 0.5 0.5 0.6 0.6 0.7 0.8 0.8 0.8 0.8 0.9 0.9 0.8 0.8 0.8 0.7 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.5 0.5 0.4 0.3 0.2 + - + + + \\ + +� + + + + \ + + + \+ + + + + - - + + - - + + - - + + - - + + - - + + - - + + 0.0 + .1 + 2 + 3 + 4+.50.6 + . +.7 +.7 + 7 +.7 +.7 0.6 + . +.7 \.,, 0.8 1 0.9 1 1.0 +1.1+1 1 1.1 1 1.2� 1.2 1.2 1 1.2 1 1.1 1.0 1.0 1 1.1 1 1.1 1.0 1.0 1 1.0 1 1.0 1.0 0.9 1 0.9 1 0.8 0.6 0.5 1 0.4 1 0.3 10.0\TJ.T.1 +0.1 +.2 +.3 +0� -+0.7 +.8 +.9 +1.0 +1.0 +1.0 +.9 +0.8 +0.8 +0.7 +0.8 +0.8 1.0 11.1 11.2 1.4 1.4 11.4 11.5 1.5 1.5 11.5 11.4 1.3 1.3 11.3 11.4 1.3 1.3 11.2 11.2 1.2 1.2 11.1 11.0 0.8 0.7 10.5 10.3 +.1 0.2 0.4 +0.7 +1.0 1.3 +1.5 +1.6 +1.6 +1.4 +1.1 +1.0 +0.9 +.8 +.8 0.9 1.2 +1.4 +1.5 1.7 1.9 +1.8 +1.8 1.8 1.8 +1.8 +1.7 1.5 1.5 +1.6 +1.6 1.6 1.5 +1.4 +1.4 1.5 1.5 +1.4 +1.3 1.1 0.9 +0.6 +0.4 +0.1 0.3 +0.7 +1.3 1.8 2.3 +2.5 +2.5 +2.3 +1.9 +1.5 +1.3 +1.1 +0.9 +0.8 +0.8 1.0 1.2 +1.6 +1.8 1.9 2.3 +2.2 +2.0 2.1 2.1 2.0 1.8 1.6 1.7 1.9 1.9 1.9 1.7 1.6 1.6 1.7 1.8 1.7 1.5 1.4 1.1 +0.7 +0.4 WL-2 WL-2 WL-2 WL-2 0.2 0.5 11.2 1 I 1 + + + + I I + I +2.3 3.3 4.4 4.9 4.0 1.5 11.7 1.4 1.1 .0.8 0.7 0.7 0.9 .1.2 1.6 1.1� + I I I 2.0 2.6 2.5 2.0 2.2 2� I 1.8 1.7 1.8 1.9 vViL -2 2.0 1.7 1.6 1.6 1.8 2� + I I 1.9 1.5 1.6 1.4 0.8 0.3 + + 1.0 1.0 "'i. 0.4 0.7 11.5 12.8 4.5 6.5 `n �Z2 15.3 �-4 1.1 0.3 0.5 0.9 1.6 -2. 1 2.4 C;:17.5' AFF 2.3 5.0 2.6 1.7 0.3 4WL-4 BUILDING C1WL-4 BUILDING A _SL _1 +0.7 .1 +2.1 +3.3 _4.3 +8' AFF �3.3 -$ _1.7 +0.3 WL-2 5 +11.5' AFF 2.a +.7 +1.2 12.4 13.7 + 2.2 1.5 1 10.3 0.0 1.3 0.8 1.2 +2.1 13.2 3.9 _, .., 1 1.0 1.0 0.3 0.0 a -5 -5 r:rjWL-5 XiSL-8 aSL-8 XiSL-8 XiSL-8 WL-4 0.9 I� W L-4 ill 1 0.9 0.6 +6.3 0.2 + .1 0.1 0.1 1 0.0 1 0.0 0.0 0.0 0.0 0.0 0.6 0.7 1 0.1 1 0.2 0.4 0.7 1 1.0 1 1.3 1.5 1.5 1 1.61 1.: 1.7 1.6 1 1.5 1 1.5 1.5 1.4 1 1.0 +.8 +1.2 +1.9 +2.4 +2.9 1 up _ , --_ - . _ 1 1.3 1.1 +.6 +.2 s s 1.1 1.6 1.9 +2.0s 0.8 -1.0 1.0 0.8 0.6 0.4 0.3 0.2 0.1 0.1 10.0 +.0 0.0 0.0 0.0 0.0 0.4 0.4 0.2 0.3 0.6 0.9 0.9 1.0 1.2 -1.3 1.3 1.4 1.46 - - - 1.4 1.3 1.3 1.2 1.1 0.9 0.8 + - - - _ - - +. + - - + + - - + + - + + + 1.1 1.0 0.6 0.2 0.6 0.6 0.6 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.2 0.3 _0.8 1.1 0.9 0.7 0.8 0.9 1.0 1.0 1.0 1.0 1.0 1.0 0.8 0.7 0.6 I- +.7 +1.0 +1.3 +1.6 +1.5 + + + + + + . + + + ` + . 0.9 1.0 10.6 10.2 co +.7 +.9 +1.1 +1.3 +1.3 4 4 0.3 0.3 1 0.3 1 0.2 WL-5 0.2 . 1 0.2 1 0.1 0.1 0.1 WL-5 . 0.1 0.1 0.1 0.2 1-0 1.3 O.Ci- 0.4 0.4 4 0.4� 0.5 1 . 1 0.4 1 1 . 0.4 ' 0.4 0.3 0.3 '� ii III II f WL-5 I I + + + + + + WL-ki� + � + � + + I WL-5 . 1 1.0 1.1 0.50.1 4 1.6 1.6 1.2 +.6 +.8 +1.1 +1.3 y1.4 + + WL1.9 1.5 +.4 0.0 WL-4 `4 BUILDING B 2.2 1.9 2� +0� +0.9 +1.1 +1.4 +1.7 � + +.3.2 ,1.9 +.4 0.0 WL-2 WL-4 +.6 +.9 +1.1 +1.4 +1 D. BUILDING D _2.4 +2.0 +.0 - 1 8 1.8 0.4 0.0 0.6 0.8 1.0 1.2 1.4 . 1.8 +1.5� 1.5 1.'� 0.4 0.0 + + + + + + - I I ,.o ,.III ,.a - � 4 0:3 0.7 0.8 1.0 1.0 - + + 0.6 O. 0. .0 + + + + + + + ,f 1.12 0 0.7 0.9 1.2 1.5 1.8 1.5 aWL-2 1.5 131111 13 1.51.7WL-2 1f'„ 14 1.2 1.2 12�� 1.4 1.7 W-29� 1.71 �2.0 2.2�- L W L-211,. - 1.7 + + �+ + + + + + + + + + + + + + + + + +'„ + + 2.1 +1.7 +1.8 +1.8 +1.7 +1.4 +1.2 +1.1 +1.2 +1.4 +1.6 +1.7 +1.5 -1.5 _1.3 +.8 +.41 0.6 0.8 11.0 11.3 1.6 1.3 11.4 11.5 1.4 1.2 11.1 11.1 1.2 1.4 11.5 1.5 1.4 1.3 11.2 11.2 1.4 1.6 11.7 11.7 1.6 1.7 11.7 11.7 1.6 1.7 11.7 11.6 1.3 1.1 11.1 11.2 1.4 1.5 11.4 11.3 1.2 1.0 10.7 10.4 0.5 0.7 10.9 11.1 1.3 1.1 11.2 11.2 1.2 1.1 11.0 11.0 1.1 1.2 11.2 11.2 1.2 1.1 1.0 1.1 1.2 1.3 11.4 d1.4 1.3 1.4 11.4 1.4 14 1.4 1.4 1.4 1.2 1.1 11.0 11.1 1.2 1.2 11.2 11.1 1.0 0.8 10.6 10.4 § W it ( I -III -I 0.5 0.6 +0.8 +1.1 +1.1 1.0 +1.0 +1.0 1.0 0.9 +0.9 +0.9 0.9 0.9 +0.9 09 0.9 0.9 0.9 0.9 1.0 1.0 1.1 1.1 1.1 1.1 1.1 1.1 1.2 1.2 1.3 1.2 1.1 1.0 0.9 0.9 0.9 0.9 +0.9 +0.8 0.7 0.6 +0.5 0.4 0.4 0.4 +0.5 +\8\ +1.2 Y1 3 +0.9 +.8 +.8 0.7 0.7 +0.7 +.7 0.7 0.7 +0.7 07 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 1.0 1.2 1.3 1.2 1.0 0.8 0.8 0.7 0.7 0.7 +0.7 +.6 0.5 0.5 +0.4 0.3 O 0.2 0.3 0.5 .2 1.0 0.7 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.7 0.8 1.0 1.3 0.9 0.7 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.2 BID 0 \ 0.2 0.2 0.2 0.5 0.9 0.9 0.6 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 04 0.4 0.4 0.4 04 0.4 0.4 0.4 04 BD 0.4 0.4 04 0.4 1.0 1.3 0.8 0.6 0.5 0.4 04 0.3 0.3 0.3 0.3 01 0.2 0.2 0.1 0.2 +0.3 +.6 +1.1 +.7 +.4 +0.3 0.3 0.3 +0.3 +0.3 0.2 0.2 +0.2 + 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.6 0.7 1.1 0.7 0.4 0.3 0.3 0.3 0.3 0.2 0.2 +.2 +.2 0.1 0.1 EXTERIOR LIGHTING FIXTURE SCHEDULE - HOUSING HOPE ELCFA SL-8 LED 1113 LUMENS 3000K 120 V 90 CRI SWITCH LITON:DLQ 6" SQUARE SURFACE MOUNTED LED ENTRY 15W DLQ-360EM-XX-T30-C97-GB-FR FROSTED LENSED DOWNLIGHT WITH S L-8 E WL-2 LED 4129 LUMENS 3000K 120V 38 W WL-2E WL-4 LED 1488 LUMENS 3000K 120V 12W WL-5 LED 880 LUMENS 3000K 120V 15W ALL COLORS, FINISHES, ETC ARE BY ARCHITECT. MOUNTING HEIGHTS PER ARCHITECTURAL ELEVATIONS. SITE PLAN - PHOTOMETRIC CALCULATIONS 1/16" = 1'-0" WB ENGINEERS Travis Fitzmaurice Wartelle Balangue Engineers Inc. 1200 Westlake Ave. N., #509 Seattle, WA 98109 p:206-285-7228 1 info@tf-wb.com INTEGRAL BATTERY BACKUP. INTEGRAL J BOX. SAME AS SL-8 EXCEPT PROVIDE BATTERY BACKUP 70 CRI TIMECLOCK, GARDCO WALL MOUNTED FIXTURE WITH TYPE 4 EXTERIOR WALL MOTION 101L-16L-700-WW-4-UNV-BL-IMRI3-XX LIGHTING DISTRIBUTION AND HEAVY SENSOR DIFFUSE LENS. UL WET LABEL, -20F LITHONIA: WEDGE 2 DRIVER. PROVIDE INTEGRAL MOTION SENSOR. MOUNT AT 14' AFF UNLESS COOPER LIGHTING: INVUE OTHERWISE NOTED ON DRAWINGS. SAME AS WL-2 EXCEPT PROVIDE INTEGRAL COLD WEATHER, OUTDOOR BATTERY BACKUP WITH SELF DIAGNOSTICS 70 CRI TIMECLOCK, GARDCO WALL MOUNTED FIXTURE WITH TYPE 2 EXTERIOR WALL MOTION 101L-16L-200-WW-2-UNV-BL-IMRI3-XX LIGHTING DISTRIBUTION AND HEAVY SENSOR DIFFUSE LENS. UL WET LABEL, -20F LITHONIA: WEDGE 2 DRIVER. PROVIDE INTEGRAL MOTION SENSOR. MOUNT AT 12' AFF UNLESS COOPER LIGHTING: INVUE OTHERWISE NOTED ON DRAWINGS. 70 CRI TIMECLOCK, MAXIM LIGHTING SMALL WALL MOUNTED LED FIXTURE AT UNIT EXTERIOR SWITCH 52120 UNIT DOORS. PROVIDE WITH 3000kAND 15 WATT INTEGRATED LED. TIMECLOCK LITHONIA: WEDGE 1 CONTROLS FOR LEVELS 2 AND 3. TECH LIGHTINGI PITCH SINGLE HOUSING HOPE we keep hope alive DESIGNS L 'V 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 S. FIT y0 WAs' 2' " a 035 ISTVu ��SI�NAL 11 N O 00 LIJ 0 0 0 Z = zo LU W U) C� J U) z LU _ I- W Cl) Vcfl O J _M N LU < Lo 00 PERMIT SET ISSUE DATE: SEPTEMBER 2022 REVISION SCHEDULE Rev # Date Description 1 10-19-2022 Bid Set 2 01-25-2023 REV 2 3 03-30-2023 Conformed Set CONTENTS: SITE PLAN - PHOTOMETRIC CALCULATIONS SCALE: As indicated DRAWN: ELIAS CHECKED: MF PROJECT No: 2021031.00 S E N 1 ■ 0