Loading...
APPROVED BLD BLD2024-0558+Civil_Plan+4.26.2024_4.49.36_PM+4222630SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. HOUSING HOPE - LC FIELD APARTMENTS CONSTRUCTION DRAWINGS SLOPE EASEMENT AFN: PENDING Ln CD o w CD CD CD _ Lr)� M o W N o0� z QJ DD 5 FT TEMPORARY I CONSTRUCTION EASEMENT FOR WALL CONSTRUCTION AFN: PENDING ti CD T N Z U) gm� p _J W rl-CD 06 CD LID zco O =) N o W co z J N QCO CY) N C0 U) o W �z� o z o Q T- Lo Lo CO oC) N 06Go Z N Q DO ti 1z� oW ,Z) CD p W = J � Y � L~f) Q� A p 06 N 0 co a_ 00 Q APN:00576700002700 ET AL PARK EDMONDS APT LLC 8123 236TH ST SW I o o \ V F_ ❑ W W H 0 U) 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 o C1.1 DEMOLITION & SWPP PLAN C1.2 SWPP NOTES & DETAILS C2.0 STORM DRAINAGE PLAN rZ 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 �j 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 I � rC N Cn I / 5.01 CD / APPROVED DEMO EX. CULVERT. / PLANS MUST BE INSTALL NEW PIPE PER / STORM PLANS cn o / ON JOB SITE � I/ o ALL WORK SUBJECT C0 TO FIELD INSPECTION FOR ❑ as CODE COMPLIANCE -------------------------- U) ' This permit was reviewed without any luminary structures --------- --- I- -------- 1----------------- I ; for the sports court. Should the A separate permit is required for the relocation and or demolition of the existing sorts court receive luminary 1 story structure. Please obtain the ; elements please provide a separate permit from the City of Edmonds. revised plan set. ----------7---r-------------------------- - L--------------------------------- C 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 APPROVED BY PLANNING PUD Jun 06 2024 ZIPLY ZIPLY City Of Edmonds Building Department Work SPORTS COURT Address 23525 84TH AVE W Owner : --------------------- HOUSING HOPE ---------------------------------------- Approved Date: 5/31/2024 Building Official' V c Permit Number BLD2024-0558 THE SUBJECT PERMIT REVIEW IS FOR THE SPORTS COURT ONLY; HOWEVER, THIS PLAN SET INCLUDES ELEMENTS THAT WERE REVIEWED UNDER THE FILL/GRADE PERMIT FOR HOUSING HOPE (BLD2024-0558). THE SPORTS COURT WAS INCLUDED IN THE OVERALL HOUSING HOPE DESIGN, INCLUDING STORMWATER MANAGEMENT, SPORTS COURT DEFERRED SUBMITTAL APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED 6/14/2024 BY: CITY ENGINEERING DIVISION SPORTS COURT 23525 84TH AVE W. EDMONDS, WA 98026 REVISIONS co co rO LOO Cr7 WO M V7 � O W It- M 00 O m o > O O m Z Q W LL Uj _O W A- H N H W W cc N H r- cn N 00 Z O C T G LID X W NOO W m DC • Z LO 04 ra EN TO `may P 0 M E- �I LU LL JcninnQ H LU Z LU W W LU = o in z cc 0 m0 W = 04 > C�aTw v za o = RECEIVED May 07 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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 I EXISTING NEIGHBORS OF EDMONDS DETAIL ER-900 (BMP PARK EDMONDS APT LLC / t,5� . 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 RISER `�NG PER DETAIL 2 PER DETAIL STORM PLAN (�- as DESIGN GRADING A Y CATCH LINE - -46s, x X x X X X X X X X X X X X X X --X ---- ><----X \/ \/ \/ \/ N/ 1 3 64' -- -i LO OLO rn i>> owl CD = O ,0 ti U) 't O W N o 06 z a_ J 00 ti coCD Z U) p m F- O J O 06 _ z N CD W c9 z J Qo00 CLEARING LIMITS, TYPICAL PER BMP C101 & C103 co o W C:) CD ti M LO U O N 06 00 z N a_ `o O oz� W C) LU O J � Y � co Op 06 N o °� co z0�O M Q 00 ---------------- --------_ --_ ---- _-_- _--_-_-------- T----- --_-------------_-�___----------------- -_-_-=_________ __===_ _ -- -- ------ x - - '----moo -_- -�- is-- .S OO�L4 '�VV ♦�.��-- �� ♦\O _ _ ♦jp ♦i F0 ♦i O ` ♦♦�°`�` ♦ - - ♦ 0 1i �� �♦ -�-,1L o �� 0 �� �� ♦ �� �\� p o o \� a �\ 0 0 0 �� 7 , O J " O O O p p �� R O �� _ _ L _ _ _�!_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -- ; --j1 1 _ _ _ _-------- _, --- - _ _ _ _ _ _ J � ` TEMPORARY CULVERT IN I� SWALE FOR ACCESS, TYP -- - ' TEMPORARY SEDIMENT TP-3 I / � POND PER BMP�C�241 ' r---------- II I' n' --------------------- --------- I, I ---------------------- --_r-L i C7C7C]r ' LNy 1 I y,Iil I ' -1 ' I 2 /I H \ " TP-2 / NEW BUILDING � � ' �'' LV I I f ; \ ;JI y -' `I� I�• / �'i l IWNEW BUILDING FFE 460.00 TEMPORARY FFE 460.00 --- INTERCEPTOR SWALE �I \ PER BMP C200 / O '�--- " 1 I u ' F- ,�11 co V, I I I 1 , . I I ff .�-----------------------------r--------'--� it I - - - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - /) 1 LL 15 L---- / -4-------------1 ril 7 - ,I POWER POLE TO BE RELOCATED BY OTHERS UNDER SEPARATE PERMIT � d 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 U) ❑ i-fin �,1 ; r r - - E = = 9 AP N :00576700002614 _ a ... -0- .. � �,II I II II I II fl I ` 1 I ; • ,' • ' • ; ;TEMPORARY ! TP-6 �q LrLJ� EDMONDS LUTHERAN CHURCH ,-'� Y TB #2� _� /�L_7 ; ` I . .--� C�.2 _)NTE C_fORSWALE I'.,. I� II I /-fir- � ' �I EL V:4 8.29{, w I; r-" ---1. ,I` (,-- - - - y-- 0-r�- L~�-------------- J - \ �'--- _ I ' l� 0 h I \ \ I LID------ ------------------- ----- I ' I`.I L�� '�.1 Lam' / � �, !� NEW BUILDING , I s 1 I CIO / FFE 460.00 NEW BUILDING / L ------ �-/--/- s/i----3�--F-�F-E 460.00 60.00--_--,o_��--�s'.=�--► _�'I'UJ' II �<",,� ` ,I' TEMPORARY CONSTRUCTION ONSTROU/1CTIO"N_ ENTRANCE PER BMP C105 & CITYcn Y STOCKPILE OF EDMONDS DETAIL ER-901 LOCATION.COVER PER BMP C123 % TP-4 PROTECT EXISTING SEWER _nItn - /I -/- - I I / I, Iq(,, DURING CONSTRUCTION --------------SEWERI`ASEMENT ---- -------------------------------I-T--Lter- ',I II % ��♦t�4»>����AFN2019068065I TP-5 466- ----AFN 20------n�---L ------ ----' v`f ��,��' ��'�,i 'i • ,i" • ,i" • o"' •' '� ¢ 'I I I! '10 n 232.94' „ - - - / - I , 2 JOB SHACK _________ � �`Ty1--,_vl- ,i_ r � CAI / ``� O ` yV , / I ",i \ 'i p " 4 ` `,i of 0 `` `II �y' ' J `p 'i'YSS .SS - & JS \ / SS n S$ SS S$ SS o - SxS - �,4 ;1 1 iL,)�' !P? - - - SS - - - SS - - - - - - - - - -\�`- - -I I� / I I I `SSMH RIM=460.82 1 -- 1 \ c. CONTRACTOR OPERATIONS &'PVC N,S & W IFt453.57 I - - - - _ - - - - - H PAD, SURFACE WITH BASE N o0°22'os° E- - 199 5 `_� / COARSE GRAVEL PER BMP C107 0 CB Rll�il-459. 7 � I I�� � �`5/ 18" CMP S IE=455.77 (D `✓ ; �II � � �,% � � � � � ems- � � � � � � � � � � � � �. \'lCli�lS"r.1TtF�L"r---- --- --- _-- - 1 -- L2---1--------------- CB RIM=458.53 - M � � PLANTER / I 2 00 2' " 0 .58' PLANTER G / 18" CMP N IE=455.38 / TEMPORARY INLET 6" PVC (VERT) IE=456.58 ; � PROTECTION PER CITY OF / I I - FILTER FABRIC FENCE PER EDMONDS DETAIL ER-902cn CITY OF EDMONDS DETAIL TEMPORARY INLET / I ER-900 (BHP C233) PROTECTION PER CITY OF M REMOVE CONCRETE WALK -------------- 'I ; O AND PORTABLE OFFICE ' (1J r--� -- T -_ _ _ -I ' I I EDMONDS DETAIL ER-902 3: CULVERT 6" PVC N c/) I E=455.01 DEMO EX. CULVERT. 3: INSTALL NEW PIPE PER STORM PLANS cn I ' I I I I I T ' I 1 REFER I TO ' SEf ARATE ; I / DEMO PERMIT - 1 , F / l iLr I ^ -- -- LEGEND 5�9-_f ------------------- L---- - FOUND P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C1.o DEMO SWPPP.DWG 8/14/2023 rn BENCHMARKS: TBM #1: PK NAIL SET @ NW CORNER OF NORTH PARKING LOT FOR CHURCH ON PARCEL NO. 0057670002508, 62' EAST OF SE CORNER OF RAISED BED PLANTERS AREA, ELEV=459.33' TBM #2: NORTH RIM OF SEWER MANHOLE, 20' WEST OF CENTERLINE OF GRAVEL DRIVEWAY ENTRANCE TO SITE ELEV=458.29' STABILIZATION NOTES 0 20 40 Feet BASIS OF BEARING: SOUTH LINE OF NE QUARTER OF SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST BEARS NORTH 55'55'50" WEST PER CITY OF EDMONDS LOT LINE ADJUSTMENT PLN2018-0027 - AFN: 201809215002 TEMPORARY OSTABILIZE FUTURE PAVED AREAS WITH CRUSHED ROCK PER PAVING SECTION OSTABILIZE ALL FUTURE LANDSCAPE AREAS WITH SEEDING & 4" STRAW MULCH. TEMPORARY SEED MIX: ANNUAL RYEGRASS, (LOLIUM MULTIFLORUM) APPLICATION RATE: 7-10 LBS PER 1000 SQ FT OR 300 LBS PER ACRE PERMANENT TEMPORARY INLET STABILIZE PAVED AREAS WITH ASPHALT PROTECTION PER CITY OF (D PAVING PER PAVING SECTION EDMONDS DETAIL ER-902 OSTABILIZE PERVIOUS AREAS WITH 2 LANDSCAPING AND/OR HYDROSEED PER 2019 SWMMWW BMP T.5.13 SSMH RIM=458.27 8"PVC E & W IE=450.33 E OUTLET PLUGGED CHAINLINK SECURITY FENCING PER CONTRACTOR. PROVIDE GATE AT ENTRANCE 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 U) - POWER POLE TO BE RELOCATED BY OTHERS UNDER SEPARATE PERMIT E CHAINLINK SECURITY FENCING w AT PERIMETER OF SITE PER 00 ❑ CONTRACTOR. U_ 0 U) m CO ❑ / \/ 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 FENCE LINE swwt CLEARING LIMITS • PROPOSED SSMH ■' PROPOSED SDCB-TYPE 2 X X � 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 oorTN TEMPORARY INLET '�--I PROPOSED BEND - W- PROPOSED WATER LINE - sD STORM DRAIN LINE PROTECTION PER CITY OF EDMONDS DETAIL PROPOSED TEE TP-1 TEST PIT REFER TO FILL/GRADE T- TELEPHONE LINE ER-902 (BMP C220) 6M PROPOSED METER PERMIT #BLD2024-0558 INTERCEPTOR SWALE FOR ENGINEERING - LIT TELEPHONE LINE (U.G.) (BMP C200) 10 PROPOSED RPBA REQUIREMENTS -W WATER LINE TREE TO BE REMOVED • PROPOSED SDCO UNPUBLISHED WORK COPYRIGHT© 2023 BY HARMSEN &ASSOCIATES INC. I J Q O 2 W W W F- 06 W F- 2 J 0 z_ Q W J U w LO O SPORTS LU o COURT N _ 23525 84TH AVE W. 00 co EDMONDS, WA 98026 N a REVISIONS V, V, r O oc� M � L rn � M O � W 0 , , In O ti M W 00 O m o \ O O co Z D Q W u- _o Uj W ♦ F- N I- W W CC F- N r- cn N 00 Z 0) LO X NOOK Q W W Ir W 04O N k T a- EN w P PRo��S�' �I LIJ � Q J J � c Q a LLJ � a W a�F W ca _ 0 0 N i Q O r C�aNw Q Z 00 0 cf) 2 LU = RECEIVED May 07 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 5/1 /23 JOB #: 21-208 Know what's below. Call before you dig. c 1 ■ 9 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL NATIVE BACKFILL MATERIAL I 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 `i 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 DAI L ',CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018 T FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs f . 1g9� APPROVED BY: R. ENGLISH E R - 9 00 CATCH BASIN FILTER SOCK WITH OVER FLOW HOLES (TYP) 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 ,EDMONDS CITY OF TEMPORARY JANUARY 2018 SEDIMENT TRAP PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL I r APPROVED BY: R. ENGLISH E R - 9 02 LLS A TH IN DE FULL WIDTH GRESS/EGRESS 1O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. O2 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 CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018 ENTRANCE PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs f . 1g9� APPROVED BY: R. ENGLISH E R - 9 01 RISER PIPE (PRINCIPAL SPILLWAY OPEN AT TOP WITH TRASH RACK) APROX. EXISTING 460.0± TEMPORARY PIPE EXTENSION AS REQUIRED TO PLACE TEMPORARY RISER INTO POND I E 450.28 12" OUTLET PIPE, DISCHARGE ALTERNATIVELY, METAL STAKES AND WIRE MAY BE USED TO PREVENT FLOTATION STAINLESS STEEL BAND AND GASKET COUPLER 12" TEMPORARY CMP RISER POLYETHYLENE CAP MINIMUM SURFACE AREA AT RISER: 1,350 SF ELEV 456.28 (AREA PROVIDED: 1,600 SF) PERFORATED 6" POLYETHYLENE DRAINAGE TUBING. TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 J 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. SPORTS COURT - HOUSING HOPE ELC FIELD APARTMENTS 23525 84TH AVE. W, EDMONDS, WA 98026 APN 00576700002508 AREA OF SPORTS COURT FILL/GRADE & MODULAR DEMOLITION PERMITS. PROPOSED SPORTS COURT TO BE LOCATED AT EXISTING EDMONDS LUTHERAN CHURCH 3.05-ACRE SITE, AND USED BY RESIDENTS OF AFFORDABLE MULTIFAMILY (HOUSING HOPE ELC FIELD APARTMENTS) UNDER RECORDED EASEMENT 202307250056. 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; �\ \�TYP 1 2. SLOPE BETWEEN 5% & 9% VEGETATION OR ROCK LINED 18" \� �� QUARRY SPALLS AS DEFINED IN SECTION 9-13.6 OF THE z j 12 MIN / �\\� WSDOT/AWPA SPECIFICATIONS LU Ui STAKEDWIRE HAYBALES FENCE /\\ 3. DITCHES WITH SLOPES IN EXCESS OF 9%SHALL BE PLACED IN CLOSED CONVEYANCE SYSTEM UNLESS ALTERNATIVE 0 0 WRAPPED WITH FILTER \\/\\ \\ �\ LU FABRIC OR EQUIVALENT /\ �\ ENGINEERED DESIGN IS APPROVED DIVIDER SET IN MIDDLE OF \�/N,% REFER TZF ILLPOND/ ��o� _ A n�I TEMPORARY INTERCEPTOR SWALE SCALE: NONE SPORTS COURT 23525 84TH AVE W. EDMONDS, WA 98026 REVISIONS V, V, r O M co W 0 , In , � M O � O W ti M 00 O m O \ O O ID Z D Q W cj) LL, Uj O W A,-F- cn H W W CC N F- r- cn 04 0 Z 0 Q m Q � In X W NOO W m CC Z InO 04 r la EN TON''-y w J W LL J_ cn a J ccnn a w WZ�� o LU a F_�LU 0c004 0 cn �� aLc) Z a N W a Z 00 j (f) 7 D cn = RECEIVED May 07 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 4/3/23 JOB #: 21-208 Know what's below. Call before you dig. C1 ■ 2 P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C1.0 DEMO SWPPP.DWG 4/3/2023 UNPUBLISHED WORK COPYRIGHT© 2023 BY HARMSEN & ASSOCIATES INC. SECTION 31, TOWNSHIP 27 NORTH RANGE 4 EAST, W.M. SDCB-13, TYPE II 48" L9/7/23 `) STA 11+93.6, 25.9' LT SDCB-12, TYPE II 48" ~ W/ SOLID COVER v� STA 11 +73.0, 25.8' LT c" RELOCATED POWER POLE O 15 LF 12" PVC SDR-35 SSMH RIM=455.38 NO MEASURE DOWNS TAKEN ❑ SDCB-20, TYPE II 48" STA 11 +72.8, 40.9' LT I CB RIM=455.95 16 LF 12" PVC SDR-35 Q9/7/23 8"CONC. N IE=451.80 SDCB-9, TYPE I 25 LF 12" CPEP & STA 11+81.5, 50.7' LT SDMH RIM= W I Q SET NEW SADDLE ❑ 12"GONG. E & W E=448.67 DETENTION VAULT y 13 LF 12" CPEP MANHOLE MANHOLE OVER BIOPOD #2 YARD DRAIN #11 20' WIDE X 232' LONG X T DEEP 1 EXISTING 12" SAWCUT & PATCH PER RIM 458.70 STA 11+77.1, 266.2' LT C23 BOTTOM OF LIVE STORAGE ELEV=450.28 c2'3 BIOPOD #1 STORM CITY OF EDMONDS IE 457.20 TOP OF LIVE STORAGE ELEV=456.28 PER DETAIL STA 11+68.7, 49.0' LT / �' � DETAIL GU-410 SDCB-11, TYPE I PER DETAIL /� i SDCB-14, TYPE II 48" 18 LF 6" PVC S=0.028 FT/FT MIN STA 11+77.7, 209.9' LT SDCB-10, TYPE I FLOW CONTROL (IN VAULT) STA 11+94.0, 7.3' RT -- - 5 LF 12" CPEP STA 11+78.6, 130.9' LT c2.f c2.� PER CITY OF EDMONDS I o SADDLE MANHOLE DETAIL SD-301 + PER CITY OF EDMONDS DETAIL SD-305 I � ' J J J 7- ADDED J (CONNECTTO M M M M M M M M M 33 LF 179 F 12" I 8 LF12 DI PVC SDR-35 U) 21 LF 12" --- - -- ---�-- -- - - -- --- - -- - -------- - --- -- --- --- --- - _ PVC SDR-35 '.%458.8 458.86 459 6" PVC VAULT FOOTING5 LF 12" CPEP DRAIN. CONNECT TO;: 6" TRAFFIC RATED ■ < SDCB#20 I TRENCH DRAIN, RIM 458.40 IE455.48 `____' �/CONNECT TO SDCB #1 - W WALL DRAIN STUB M _ _ _ __ - - - - �0 - -12"CONC. E & W IE=450.33 INLET IE457.00 5.LF 12" CPEP FDC LINES, TYP OF 4. ' THESE ARE NON -POTABLE AND 2 0 ' ■ PRESSURIZED. THEY WILL BE 13 LF 12" CPEP 1 ° - SDCB-4, TYPE I SEE SHEET DR FOR INSTALLED TO AVOID OTHER SDCB-1, TYPE I - STA 11+72.8, 291.1' LT COURTYARD DRAINAGE f UTILITIES. STA 11+68.9, 311 TEE INTO 12 LIN ■: (n I I EACH SIDE c� ❑ W • 0 W .......- - - ....... _ - Li. I Z Lf71 SLOP 2% MIN, I I f - - - - - - - ❑ E SLOPE 2i MIN I fTI ff Ln J IT I Cf l ff m I l � � cl 2 n 111 f11 TOQENTER 111 L11 TO CENTER _ ILL LI I1J I L1I U ILI I PEFtFORATEDPIPE - - - - M - PERFORATED PIPE = = -III •= = - 1I i III=III=1 0 - ' ,� _ I=III=III=III=III _ 4" V C +I G H T L I N E F- - p 1 o IIIIIµIIIII III=III=III=III / III=IIIuI to ❑ T TEEdNTO12" _ _ _ �'s ' 1=III=III=III /_ 11=III=III= L M C NVE ANCE III -III- III f �I 111 ul L =1 J. I u I� I =1 =111 I U Ili LLi =1 _J 111 ICI - N f 1 , --- PI ES t. ... ... r.. . r r ............................. . .. -€] ---.... .. ---... ....... . ..................... I .... ......... ..................... M 3: i; YARD DRAIN, TYPICAL. Ilk w. I ICI I SEE SHEET C2.4 IIII r 3: SDCB-5, TYPE I IIII f STA 10+83.3, 297.3' LT III 1 SSMH RIM=458.27 8"1E & W IE=450.33 SDCB-6, TYPE I =I 11=1II ( I E OUTLET PLUGGED STA 10+27.7, 288.9' LT 3: c0 IIII =III I U) ❑ / / 'r' a ... .. - - _ _ _ _ _ _ _ _ _ - _ _ III -III U) . .... . .......................... ............................ .. I 6Q J J J J J J J J ❑ / cn U' / cn LO vow SS S SS S� Ss S� SS S Ss Ss Ss \ _ I I� CB RIM=457.91 M M M M M M M M M M M M M M I 12"GONG E& W IE=451.86 0 / rn o0) N59 s ❑ I 3 LF 12" DI I - I SSMH I& W IE 448.70 -- / I --- as----- as - as o 44 LF 12" DI EX, RIM 457.95 0� SDCB-8, TYPE 6" TRAFFIC RATED STA 10+02.6, 231.7' LT 18" IN IE IN 455.38 , I TRENCH DRAIN, I 25 LF 8" DI SDCB-3, TYPE I - - 6" S IE OUT 456.58z RI. 6508625 I I SDCB-7, TYPE I STA 10+04.0, 118.6' LT (NEW) 12" SW IE OUT 455.58 c) \ STA 9+98.3, 255.9' LT l - - - - U) CONNECT TO SDCB #2 / I I CONNECT TO TRENCH DRAIN RELOCATE STORM 19 PVC SDR-35 9 LF 8" PVC LINE AND STRUCTURE S - b 06" 06 FT/FT SDCB-2, TYPE I AS NEEDED STA 10+05.1, 36.1 LT / J I S = 0. 20 FT/FT OUTFALL 111455 .47 I- U INTEF EPT 1 0 �N Q ROCK LINED THE CH PER DETAIL c4 DISPERSION PAD / - - PER DETAIL / / I U) F C14 U) � � I I SORTS COURT - HOUSING HOPE ELC FIELD APARTMENTS W I 2 525 84TH AVE. W, EDMO S, WA 98026 / I APN 00576700002508 i I11 1 m co AREA OF SPORTS COURT FILL/GRADE & MODULAR DEMOLITION PERMITS. PROPOSED SPORTS COURT TO BE LOCATED AT EXISTING EDMONDS LUTHERAN CHURCH 3.05-ACRE SITE, AND USED BY RESIDENTS OF AFFORDABLE MULTIFAMILY (HOUSING HOPE ELC FIELD APARTMENTS) UNDER RECORDED EASEMENT 202307250056. 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' 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 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-1 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 12" STORM 12" STORM 12" STORM 12" STORM 1 O 1 E 455.19 Z O IE 455.86 3 IE 456.39 O O 12455.10 T IE 454.97 STORM O 6' STORM 2" WATER 8" WATER 4" WATER IE 454.50(±) IE 454.50(±) IE 454.50(±) 111450.28 111451.15 8" WATER 2" WATER 2" WATER 2" WATER 12" STORM OIE 6 456.10(±) O7 IE 456.50(±) IE 456.70(±) O8 O9 IE 456.80(±) IE 455.79 10 12" STORM 6" STORM 6" STORM 6" STORM 8" SEWER IE 449.80 IE 454.60 111455.05 111455.20 111448.95 12" STORM 6" STORM 6" STORM 6" STORM 11 6 12 13 14 WATER 12" STORM 8" WATER 8" WATER IE 455.00L±1 IE 455.53 IE 455.33� IE 455.59(±-) L8/31 /23 NOTE: WHERE THERE IS 6" OR LESS CLEARANCE 6 BETWEEN 2 PIPES ETHA - FOAM SHALL BE USED. I 14 F I11111110® SEE -ET D-NR Q �/ SOAR TC2.RAIAGE 1 0 cn - --==------\---------- - --- - -- - - - - -- VV ----= ❑ V V V V V V V V I� II cn ❑ SS SSS S SS M M M- M M 2 I 1❑ CROSSING PIPES PLAN SCALE: 1" = 60' REFER TO FILL/GRADE PERMIT #BLD2024-0558 FOR ENGINEERING REQUIREMENTS UNPUBLISHED WORK COPYRIGHT © 2024 BY HARMSEN & ASSOCIATES INC. I in LU z J U 0 0 IL W 0 � 0 O SPORTS M U COURT �N cm 23525 84TH AVE W. M co EDMONDS, WA A a REVISIONS V! V! r O M 11.0 1:3) W 0 , M In W ono ti M 00 Z W O m O \ O o co Z Q W CA LL LL LU T_ W N H W W � N H � Im N ao V - Z o Q m Q ur LO x W NOO W III cc • Z LO 04 ra EN �Q4jJ TO �. w P 0 �tiM 000*7 0 LU Z � a cn J J ccn a w LU Z H W 2 p Z O iD O oC a r w Z a 00 0 = RECEIVED May 07 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 9/7/23 JOB #: 21-208 Know what's below. Call before you dig. C2mO P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C2.0 STORM.DWG 1/23/2024 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 SPORTS COURT - HOUSING HOPE ELC FIELD APARTMENTS 23525 84TH AVE. W, EDMONDS, WA 98026 APN 00576700002508 AREA OF SPORTS COURT FILUGRADE & MODULAR DEMOLITION PERMITS. PROPOSED SPORTS COURT TO BE LOCATED AT EXISTING EDMONDS LUTHERAN CHURCH 3.05- ACRE SITE, AND USED BY RESIDENTS OF AFFORDABLE MULTIFAMILY (HOUSING HOPE ELC FIELD APARTMENTS) UNDER RECORDED EASEMENT 202307250056 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 INTERCEPTOR TRENCH SCALE: NONE 2' III I `­ —N—IN"I 11— SANDY GRAVEL LAYER 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 ° d 0 -ELEV-450.28 - a 2' MIN ° ° n .. 0 LEV. 448.28 a. ° 2' MIN 1 4' X 4' SUMP i J 0 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 REFER TO FILL/GRADE PERMIT #BLD2024-0558 FOR ENGINEERING REQUIREMENTS UNPUBLISHED WORK COPYRIGHT© 2023 BY HARMSEN &ASSOCIATES INC. I SPORTS COURT 23525 84TH AVE W. EDMONDS, WA 98026 REVISIONS V) V, r� O M 0)LO WO M V7 � O WM 00 Z W O m O > O O m o Z D Q W w Uj _O w ._ F- cn t— w w CC N i— ti cn 04 00 Z O Q m aQ C LO G LO �xw NOO 111WW m CC • Z Lr)O 04 ra EN TONS'%' J W � U J V cn JI,,,_cnQ w LLJW�� dS a W ZLU 0 c") O = Q � Z Zacm 00W o�C cn = RECEIVED May 07 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 4/3/23 JOB #: 21-208 Know what's below. Call before you dig. C2ml 9 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. 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 Li 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 J 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' SPORTS COURT - HOUSING HOPE ELC FIELD APARTMENTS 23525 84TH AVE. W, EDMONDS, WA 98026 APN 00576700002508 AREA OF SPORTS COURT FILLIGRADE & MODULAR DEMOLITION PERMITS. PROPOSED SPORTS COURT TO BE LOCATED AT EXISTING EDMONDS LUTHERAN CHURCH 3.05-ACRE SITE, AND USED BY RESIDENTS OF AFFORDABLE MULTIFAMILY (HOUSING HOPE ELC FIELD APARTMENTS) UNDER RECORDED EASEMENT 202307250056. 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 79LF12"DI 80LF12"DI 455 n-nnS = 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 "CPEP- 1 5 LF 12 CPEP S = 0.005 FT/FT IE 454.50(±) 25 LF 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 15LF12" 16LF12" 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' 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 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 = 0.0 5 FT/FT 0 Li 1 1 1 1 455 450 LJ 1 450 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 Li 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' Y REFER TO FILL/GRADE Y PERMIT #BLD2024-0558 Y FOR ENGINEERING y REQUIREMENTS SPORTS COURT 23525 84TH AVE W. EDMONDS, WA 98026 REVISIONS co co r O M eo Im I Ln CD W O M u7 , � O R* O W ti CM 00 0 (0 0 Z W O \ O o c0 'R / M N M Z D Q W Cn w 0 r w H N H w w cn N F- r- N N 0 Z 0 C L0 c Lc% a° m w • Z LOO N - ra EN �Q4 TO 0 E P ,'z?) vooAl 0 W J L a H J cc Q G WZ�� as LU = 0 w a. J_ O p� i° O = Q N 2 0 a N W a Z 00 =cn RECEIVED May 07 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 4/4/23 JOB #: 21-208 81 Know what's below. Call before you dig. C2m2 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. 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 I --I hl 1 III INLET ~� I I 2'-2" I26" DROP RECOMMENDED, 6' MIN. III I I III 6" I I OPTIONAL DRAIN J DOWN DEVICE LEFT END VIEW BIOFILTER #2 DETAIL (4- X 6 SCALE: NONE 012" RCP MAX. INLET ALTERNATE INLET LOCATION -11 51-(' ALTERNATE OUTLET LOCATION III 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 5'-1-1/4" MIN 1T-10" MAX T-10" I I DIVIDER WALL 2,�• III I I I BYPASS WEIR roilI 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 11 I DIVIDER WALL 012" RCP MAX. OUTLET l 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" itormMix"' MEDIA 6" DRAIN ROCK UNDERDRAIN PIPE 036" BOLTED & GASKETED ACCESS COVER, FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. I I 5'-1-1/4" MIN 1T-10" MAX I I I I I DIVIDER WALL 21-8• III L S? 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 6elNtim I DESIGN I OAUINCS A. AASI ]TO I IS 20 44 (WITH IMPACT) U 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 (ARGC 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 RFFFRENCF STANDARD A ASTM C890 B. ASTM C913 C. ACT 318-14 7. THIS STRUCTURE IS DESIGNED TO THE PARAMFTFRS NOTFD HFRFIN FNGINFF R-OF-RFCORD SHAI I VFRIFY FY THAT NOTED PARAMC7CRS MCCT OR EXCEED PROJECT REQUIREMENTS. IF DESIGN PARAMETERS ARE INCORRECT. REVIEWING CNGINCCPoAUTIIORITY SHALL NOT 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 SITE 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 - MEDLk MULCH, 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 HFRFIN FNGINFFR-OF-RFCORD SHAI I VFRIFY FY THAT NOTED PARAMETERS MEET OR EXCEED PROJECT REQUIREMENTS. IF DCSIGN PARAMETERS ARE INCORRECT, RCVIDMNG 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:AST 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 10ENSURF 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. 51 ORMMIX - MEDIA MULCH, DIVIDER WAI I BYPASS WFIR AND OPTIONAI DRAIN DOWN Oadcamminhmijard-1 Aim.... 6-1/2" MIN I 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" K 3-3/4- ANCHORS. ANCHORS TO BE INSTALLED PER MANUFACTURER RECOMMENDATIONS. \ REVISION DATE ,aCITY OF EDMONDS JANUARY 2018 STEP AND LADDER DETAIL PUBLIC WORKS STANDARD DEPARTMENT DETAIL Est 1$9T) AFPR )V-D BY: R. ENGLISH GU-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 O• LADDER OR HAND HOLDS DIA• CONTROL DEVICE POLYPROPYLENE PVC INSIDE-J (SEE DETAIL A) CAP PLUG* OUTLET PIPE F= - 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 OVERFLOW4ELEV* RIM 459.76 ROD (S OR ALUSUPPORT (2 REQ'D) ADDITIONAL ORIFICE LENGTH TO FIT NVERTO AS NEEDED* _ 1'-0" MIN ' PVC PIPE & IE 450.28 1'-6" MAX CROSS ELEV.448.28 FLOW CONTROL STRUCTURE CONTROL DEVICE - SEE DETAIL A DETENTION PIPE PIPE SUPPORT wV-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 > . 1S9I3 APPROVED BY: R. ENGLISH S D - 301 SPORTS COURT - HOUSING HOPE ELC FIELD APARTMENTS 23525 84TH AVE. W, EDMONDS, WA 98026 APN 00576700002508 AREA OF SPORTS COURT FILL/GRADE & MODULAR DEMOLITION PERMITS. PROPOSED SPORTS COURT TO BE LOCATED AT EXISTING EDMONDS LUTHERAN CHURCH 3.05-ACRE SITE, AND USED BY RESIDENTS OF AFFORDABLE MULTIFAMILY (HOUSING HOPE ELC FIELD APARTMENTS) UNDER RECORDED EASEMENT 202307250056. (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 REFER TO FILL/GRADE PERMIT #BLD2024-0558 FOR ENGINEERING REQUIREMENTS UNPUBLISHED WORK COPYRIGHT© 2023 BY HARMSEN & ASSOCIATES INC. I SPORTS COURT 23525 84TH AVE W. EDMONDS, WA 98026 REVISIONS CO CO r O M � In O CM W O 1 1 1 In O � O W ti M DO O O O \ O O ID z D Q W cj) LL Uj _O W ♦ _ I- N I- w LU IY N F- r- cn 04 Do Z_ 0) Q O aQ In C T G x L1J N OO Wmcc • Z If) 04 O ra EN TO fir; ha �. w P 0 tti .4 W LL �/� V/ J�ccnna a LLLW JZci� w (� Q W 2 p 0 m 0 W = a 04 J a Lc) LL Zacm O cn = RECEIVED May 07 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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 8/31/23 TOE=459.49 L8/31/23 NOTE: TOE OF WALLS ALONG CURB ARE AT SECTION 315 TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. TOP OF ASPHALT, FACE OF CURB. TOP=462.4 Q8/31 /23 CONNECT TO / SEGMENTED BLOCK TOE=459.98 8/31/23 EXISTING WALK EXISTING & PROPOSED 8/31/23 Q8/31/23 / WALL TOP=462.01 � TOP=459.27 TOP=462.57 TOE=459.48 TOP=460.78 ��6 \ TOE=458.97 TOE=459.66 EGMENTED BLOCK TOE=459.42 ELEV 458.44 / WALL WHEEL STOPS EXISTING FENCE \ EXISTING &PROPOSE 8/31/23 ELEV 46 5 _ 8/31/23 - TYPICAL TO REMAIN - - _ I o �.50' 459.49 - 2.31' \ N 6" TALL CONC. CURB (UNDER WOO \ - -- I • TRASH ENCLOSURE FENCE), CONCI ° 0 - _ _ - - PAD (SLOPED) AND CONC. APRON-° I >>�°I° '• j / cfl �3 / �� (SOUTH / OUTSIDE OF DOUBL459.5 I L �' 4 .50 GATESb 4 9 0 I - -1- - _ o f \ I PROVIDE i 458. I SOLID COVER PLACE CURB OPENING EAST WAL I 46 TO SHEETFLOW TO EAST \° o / 45 .9 VEGETATIVE ARE 459.01 / \ DETENTION \ 458.90 �3>, p 7 I VAULT° ° F�l DUMPSTER PAD 459.01 CD 2 p I 20'WIDE / 57oj / I WITH 6 FT APRON I 458.88 I �' 6o I - DRIVE AISLE / cs.o PER DETAIL I I I I 6" TRAFFIC RATED ��p� / ;O i ;�` \ I i / I I / TRENCH DRAIN, END WALL INTO 459.18 ° 4 , / I RIM 458.40 EXISTING SLOPE I • 459.40 /459.40 / o< \ TOP_464.9 5.16' �45�.79 i I j / o00 00 \ o • p I TOE=461.49 0 °\ �I \ 8/3ti/23 I� �( I 145.9.32 ADA CURB RAMPS CURB AT SIDEWALK SHALL o_o°' / / p /. ' SIDE LK 5 FT TEMPORARY �8i I PER WSDOT STD BE INTEGRAL TO THE i cl)�o \ / J 15' ON -SITE IN R.O. V. CONSTRUCTION I I \ I \ PLAN F-40.15-04 SIDEWALK \ L - - - - - - - - J WALKWAY ,' I / EASEMENT FOR WALL I Q I / I / 0 CONSTRUCTION I ~� 4 .24 `� NEW BUILDING NEW BUILDING i I N CD ' 1.5 I / ° FFE 460.00 CONCRETE WALL PER I w uJ FFE 460.00 / °� o I w I W J STRUCTURAL PLANS QI II / I �/ GL �w =ci0 N> � IYI o O � 1 a 7oo I I RR i�ITW uLi woo ul°w tI F=,vF- ^_ coC7 to�- I f � Oo\ IF1I - I � �IL � � TOP=465.81 16 w 9o9Q I�/ zJTOE=462.02 ,90 O O 10 �o° �fl i �i9° N I PItILLI 1111.1 - I i Z I TOP=465.67 TOE=462.25 -\, END WALL INTO EXISTING SLOPE i}) 48.82CID 460.213 I p`O °�° x / 1 I L11 '70 NEW BUILDING I w a I 1.5% NEW BUILDING I. . FFE 460.00co \ FFE 460.00 f r o\° j ANGLE PARKING LAYOUT ADA CURB RAMPS PER ADA CURB RAMPS PER ^ �o AND STRIPING PER WSDOT 49 \..i WSDOT STD PLAN F-40.16-03 / WSDOT STD PLAN F-40.16-03 STD PLAN M-17.10-02 A8/14/23 / / I- W - 4g9.20 � ° .810 1 _90 I 45940 459.39 459.40 / ? • D 459.40 ' • 0; - "' 459.40 45 .41 V - -----) I j� 135010, f459. 0/ I O w 12/� 0 / // 0 ! - a\�\� '� // 459.4 45 3 I \ 20' WIDE I \ ' 90 cs` / 1 Y EXISTING & PROPOSED / o J ELEV 464.65 II I / DRIVE AISLE , I ° 5/0 458.70 I / / �` ---- 1.06% I 459.30 o 0 1.06% I / / 3 459.30 L, I / PROVIDE CURB BREAK, 1460. 4 DETECTABLE WARNING STRIP 460.50 ADJUST EXISTING SITE CURB SH L BE POURED IN PL E o 458.70 - _, _ ---=�� PAVEMENT ARROW 38 g 40 MARKINGS PER CITY OF ;8 4558.15 0 f\c- I AND CONCRETE WALKWAY FROM PROPERTY LINE TO CROSSWALK I I / I I / SPORT COURT � I 1101 / 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 SSMH RIM TO PROPOSED GRADE VERTICAL CO RETE CURB SPORT COURT PAVING PER ARCH ITECTURAL,PLANS 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 SPORTS COURT - HOUSING HOPE ELC FIELD APARTMENTS 23525 84TH AVE. W, EDMONDS, WA 98026 APN 00576700002508 AREA OF SPORTS COURT FILLIGRADE & MODULAR DEMOLITION PERMITS. PROPOSED SPORTS COURT TO BE LOCATED AT EXISTING EDMONDS LUTHERAN CHURCH 3.05-ACRE SITE, AND USED BY RESIDENTS OF AFFORDABLE MULTIFAMILY (HOUSING HOPE ELC FIELD APARTMENTS) UNDER RECORDED EASEMENT 202307250056. 4 *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" l IE=45F #4 REBAR 12" O/C EACH WAY EL ADJUST EXISTING SSMH RIM TO PROPOSED GRADE. ROTATE OUT OF SIDEWALK ADJUST EXISTING SSMH RIM TO PROPOSED GRADE R.O.W. CENTERLINE 6" TRAFFIC RATED TRENCH DRAIN, RIM 458.25 PAINTED CENTERLINE a �4: . a a i \i\� 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 ,, PRIVATE HEAVY CONCRETE PAVING SCALE: NONE 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 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 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' 470 WOOD FENCE 470 CONCRETE RETAINING WALL C7 w 4' 28.7'- _ 1 460 I r. m 460 �I CURB 3:1 PLANTER 450 450 0+00 0+10 0+20 0+30 0+40 0+50 0+60 Q8/31 /23 WALL SECTION A - A SCALE: H: 1 "=20' V: 1 "=20' V OPENING AT MID OF EAST WALL TO SHEETFLOW TO EAST VEGETATIVE AREA SEGMENTED BLOCK .'.`.'.`.'.`."W'. •.WALL- .......... . ELEV 458.90 TRASH V.EGETATJVE' AREA. . ENCLOSURE PAD YARD DRAIN - - RIM 458.80 ASPHALT CURB OPENING AT TRASH ENCLOSURE SCALE: 1" = 10' >' REFER TO FILL/GRADE Y PERMIT #BLD2024-0558 Y FOR ENGINEERING y REQUIREMENTS . a a a a a a a a a a x . SPORTS COURT DEFERRED SUBMITTAL APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION UNPUBLISHED WORK COPYRIGHT © 2023 BY HARMSEN & ASSOCIATES INC. I 0 w SPORTS o COURTc h N 23525 84TH AVE W. °0 EDMONDS, WA 98026 N REVISIONS V, V, r O M I m W O , u7 , � M 0R*0 W ti cM 00 Z W 0 m 0 \ O o c0 'R / M N M Z Q W Cif 0 r W N 1- W W N H � N N ao Z O) C r C � a°m° W z �O N r d EN �Q4 TO h � P `^� g Q -7 chl � 0 LU z LL J cf) LU Z z LU2=o 'a O i° O oa Q T 0 Z Z Q � W a W oc 0 = RECEIVED May 07 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 9/7/23 JOB #: 21-208 Know what's belOW. Call before you dig. C3mO P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C3.0 PAVING.DWG 9/20/2023 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. 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 APN: 00576700002700 ET AL PARK FnAA(1r\InC 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. REFER TO FILL/GRADE PERMIT #BLD2024-0558 FOR ENGINEERING REQUIREMENTS SPORTS COURT 23525 84TH AVE W. EDMONDS, WA 98026 REVISIONS V, V, r O M Ln O W O , In , � M O � O W ti M 00 O m O \ O O co Z Q W Cn LL Uj O W ._ F- N I— W W CC N I— ti cn 04 00 Z O Q m aQ LO C LO LGVV r ^ W NOO W m CC Z LO 04 ra EN TON''-y W w J W Z cn J J cn Q a L1J Z W a m 0 O 0 c) 0 J = Q 04 a r Z Wcm Z Q 00 OYC � a a = RECEIVED May 07 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 4/3/23 JOB #: 21-208 Know what's below. Call before you dig. C3m2 9 P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C3.2 PARKING PLAN.DWG 4/3/2023 UNPUBLISHED WORK COPYRIGHT© 2023 BY HARMSEN & ASSOCIATES INC. SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. 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 Fst 189J APPROVED BY: R. ENGLISH SD-300 N O W 0 6" MIN z z 0 N 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 BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557. 4. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED BY CITY ENGINEER. _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 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 DETAI A ORIFICE DIAMETER - CONNECTION AND 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 OF 6", AND SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 6". 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" FOR RESIDENTIAL ROADS AND 6" FOR 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. -e1 REVISION DATE 1 CITY OF EDMONDS TYPICAL HMA AND APRIL 2021 UTILITY PATCH PUBLIC WORKS STANDARD DEPARTMENT DETAIL FS t . 18y13 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)) 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 St W189C APPROVED BY: R. ENGLISH SD-303 1' MIN v (TYP.) 5' (MIN) 18" 1 (SEE NOTE 7) F 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 REFER TO FILL/GRADE PERMIT #BLD2024-0558 FOR ENGINEERING REQUIREMENTS 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 1 /- THIS BAR 1" THICK i, rm4�k (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" r1-7/ 16" r 2-1/2- J { 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 �3/4" ZN ROUND 1 /2" 5/8' ELLIPTICAL TANGENT BETWEEN TWO RADII SLOT DETAIL OPTIONAL DESIGN FOR SEE NOTE 1 GRATE OPENINGS ENDS NOTES: 1. SLOT FORMED AND RECESSED FOR 5 8'-11 NC X 2 SOCKET HEAD 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 - PUBLIC WORKS (HERRINGBONE) STANDARD DEPARTMENT DETAIL es t 189'� r 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 _.t. `.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 SPORTS COURT - HOUSING HOPE ELC FIELD APARTMENTS 23525 84TH AVE. W, EDMONDS, WA 98026 APN 00576700002508 AREA OF SPORTS COURT FILL/GRADE & MODULAR DEMOLITION PERMITS. PROPOSED SPORTS COURT TO BE LOCATED AT EXISTING EDMONDS LUTHERAN CHURCH 3.05-ACRE SITE, AND USED BY RESIDENTS OF AFFORDABLE MULTIFAMILY (HOUSING HOPE ELC FIELD APARTMENTS) UNDER RECORDED EASEMENT 202307250056. UNPUBLISHED WORK COPYRIGHT © 2023 BY HARMSEN & ASSOCIATES INC. I SPORTS COURT 23525 84TH AVE W. EDMONDS, WA 98026 REVISIONS V, V, r O M Im I LC) OA W 0 M , � Ln O R* O W ti M 00 Z W O (D O to O LO �R / M N M Z � a W LL O r LU W N I- W N � F- r- CC N 00 Z O) C L0 C Ln a In M LU Z Lc) 04 ra EN �Q4 TO O voA P cn J J LU WLU LL cn J cn Q 0 LU Z, LU Z cn LU = a. 0 cn 0 m0 = Q 0 Z � a cm ''Z 00 V 0 + LL1 D LL = RECEIVE May 07 20245 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 4/3/23 JOB #: 21-208 Know what's below. Call before you dig. C4mO 9 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. 10" 2-1/2"--- 5" R=1-1/2" F R=1 " iO 1� PLACE SCORE MARKS EVERY 10' -7I - d e a 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: "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 18913 APPROVED BY: R. ENGLISH T R - 5 2 2 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 4' (TYP)� / 5o. (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. ENGLISH TR-562 1/2" FULL DEPTH EXPANSION L JOINT Dl, It rJ � JC''JT a a v a d a a ° ° a o In .d o' A e I .° 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 Q \ /2. R 7 7 n e .. d. 1 /2' R 1 t ' 1Yd/ JV7GJl/ 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. >< 2. CONCRETE SHALL BE CLASS 3000/COMMERCIAL MIX. 1/2" 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 FsfY189� APPROVED BY: R. ENGLISH TR-531 RESIDENCE 1 12" CLEANOUT (MAX) (TYP) w o � o z CLEANOUT o V WITH 45' BEND AND CAP NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND CONCRETE LEVELING COLLAR 12"t f- FINISHED GRADE 12" LOCKING COVER SEE NOTE 3 END OF PIPER GRIPPER PLUG (CHERNE 27061 OR APPROVED EQUAL) WATER TIGHT CAP �j� 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 j SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT W 0 LEVELING COLLAR HNOTES: � SEE NOTE 4 a a b ASPHALT SURFACE 1. SEWER PIPE SHALL BE SOR-35 AND JOINTS SHALL BE GASKETED. 12"t 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX- 3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS ONG 12" PVC 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 CITY OF EDMONDS SEWER CLEANOUT DETAILS FEBRUARY 2022 PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fsf 189C 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 /` 189,3 APPROVED BY: R. ENGLISH T R - 5 40 TRANSITION PANEL DRIVEWAY WIDTH 5 STANDARD 1/2" FULL DEPTH CONCRETE 11 EXPANSION JOINT SIDEWALK Q (TYP) O SEE COE STD DTL TR-531 X.Ix O � o r PLANTER y i 2w O6 I W PLA14TER 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 %V 2% MAX 9 4 SLOPE ROUNDING a �6" CONCRETE DRIVEWAY APPROACH 2- 5/8" MINUS CSTC COMPACTED SUBGRADE 10 NOTES: SECTION A -A O1 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. O 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 -aCITY OF EDMONDS TYPE III PUBLIC WORKS STANDARD DEPARTMENT DETAIL �s/ 189a APPROVED BY: R. ENGLISH TR-543 SPORTS COURT - HOUSING HOPE ELC FIELD APARTMENTS 23525 84TH AVE. W, EDMONDS, WA 98026 APN 00576700002508 AREA OF SPORTS COURT FILL/GRADE & MODULAR DEMOLITION PERMITS. PROPOSED SPORTS COURT TO BE LOCATED AT EXISTING EDMONDS LUTHERAN CHURCH 3.05-ACRE SITE, AND USED BY RESIDENTS OF AFFORDABLE MULTIFAMILY (HOUSING HOPE ELC FIELD APARTMENTS) UNDER RECORDED EASEMENT 202307250056. REFER TO FILL/GRADE PERMIT #BLD2024-0558 FOR ENGINEERING REQUIREMENTS UNPUBLISHED WORK COPYRIGHT © 2023 BY HARMSEN & ASSOCIATES INC. I SPORTS COURT 23525 84TH AVE W. EDMONDS, WA 98026 REVISIONS Cl) Cl) r O C ) � LO Oi W 0 , In , � M W �mO ti M 00 0 Z W (00 r� \ 0 04M Z a W ct) LL O T W F- in 1= w w Ce CC N H r- cn N 00 Z 0) Q m aQ LO C LO G X W NOOK W W cc • Z 04o N ra EN TON''-y w J W 0 LL J cn 0 o LU Z H Z LU LU = 0 H O�v)0 = a L z Z Q Cm W in'��/� Q W U_ = RECEIVE May 07 20240 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 4/3/23 JOB #: 21-208 Know what's below. Call before you dig. C4m 1 P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C4.0 STANDARD DETAILS.DWG 4/3/2023 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� Np APN: 00576700002501 M. WERBER 23425 84TH AVE W 25.00' I I S_89'06'16" E 228TH ST SW 2669.31' APN:00576700002507 R & R KLEVEN 8306 234TH ST SW N 88 56'54 " W 440.75' 214.00' APN:00576700002508 EDMONDS LUTHERAN CHURCH 8215 236TH ST SW IT 8 LOT LINE ADJ. PLN2018-0027 AFN:201809215002 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 0p STORM DRAIN MANHOLE n SIGN POST oS SEWER MANHOLE ALDER TREE CEDAR TREE FIR TREE 440.73' - - - 665_04_ 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 WA TER LINE PER A/B NOT LOCATED t323029CALCULATED PER EDMONDS LOT LIN ADJUSTMENT AFN 201809215002 I I 3 I03 49 hIro C.;, I Q�' 4Y ti P v�,� 0 U S 88 56'54" I E FD. OPEN IRON PIPE, 0. 3' N 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 o I AFN 201910090446 cn I APN:00576700002614 M o; rn W oD 0 N ;V 0 0 v rn N 3 00 0 N N O O EDMONDS LUTHERAN CHURCH LOT A LOT LINE ADJ. PLN2018-0027 AFN:201809215002 NUMBER BEARING DISTANCE L 1 S 89738'06" 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" L5 L4 I 194.34' 236TH ST SW N 88 55'50" W (BASIS OF BEARING) 2660.17' FOR DETAIL - SEE SHEET 2 W N N 0 0 J Q U W m v M Lo Olp N zl I I I I I I� W FD. REBAR W/CAP MKD RMA LS4561", 0.33' E 0 L� — + 1995.13' —�— — — — — FD. MONUMENT IN CASE j 14 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' 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 Q 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 I I AT THE REQUEST OF HOUSING HOPE IN MAY, 2021. BUILDING SURVEYORS NARRATIVE,: - +- 31 - THE BOUNDARY FOR THIS SURVEY IS BASED ON CITY OF EDMONDS I I LOT LINE ADJUSTMENT, NO. PLN2018-0027, SNOHOMISH COUNTY FILE NO. 201809215002. - + - I I - + I lolf3��AUDITOR'S 6123121 - I - RICHARD F. CARPENTER, PROFESSIONAL LAND SURVEYOR (DATE) INDEX KEY REGISTRATION NO. 34137 T27N-R4E REVISIONS � N O M II N N ._ m m t\p 4k 4k W Z Y m m Q fA fA (A Ilr Ir W 0 cc 00 U W W >- Z Z W > Z rn Q (n J --, E W�� Mt � 3 � 3 O Lai Z) _ N Lu _ e O 0 00 ii V �- — Lo Lu N W m Cr- O N CL � = Q � W �N C C) W Z z i Q: W ' J EEI)*DO 0 U 07 2Q� Lo ®D VF EDMO ENT SE A, RTMEIL co A , C* 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 --------- _ - _ 70 16 C� 0 _ 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. FQ30 #8626 - - - - - - - -462_ - M 18 8 16 ' ---- 18 PLANTER - 46-4 - - - - - - _ _ TRIPLE DECIDUOUS ";---------------- 4„-6„ PLANTER ----------------- /"/ ------ _ D--- _ 4-63 __ -------------- _ ---__-------------------__----------- _i------- - ----- --------------- GRASS 24"MAPLE ---------------- -- -462- ---__ i STORY ,--_-- DWELLING ELEC. SERVIC\EPANEL` `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 SD SD SD - SD SD �- SD SD SD SD SD SD - SD SD SD SD - ,N CB RIM=457.91 / 12"GONG E& W ►E=451.86 J d d d d DBL. 'YELLOW TRAFFIC C/L — \ �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 REVISIONSCN o _ N O N N M 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 CZA Q 0 _ cry cry Lo V1' FOEBEI)*D F EDMO ®D V v1ENT SE Sty RTME� OS2 DRAWING: SHEET: 2 OF 2 SHEET INDEX GENERAL NOTES: TO.1 SHEET LIST & DESIGN TEAM SEE FILL/GRADE BLDG2022-1323 T1.0 PROJECT INFO CODE, LIFE SAFETY & PERMIT NOTES T1.1 T1. IBC CODE NOTES IBC ES T1.2B T1.3 OCCUPANCY LOAD, UMBING CALCS T1.4 EGRESS PLANS T1.5 EGRESS PLANS T1.6 FIR TES FIRE CODE NOTES T1 T1.8 ADA DETAILS ADA DETAILS SEE FILL/GRADE BLDG2022-1323 T1.9 SEE FILL/GRADE BLDG2022-1323 Trful-LER EXHIBIT SEE FILLI - SEE FILL/GRADE BLDG2022-1323 T1.11 SITE DETAILS T1.12 2022-1323 SURVEY S-1 TOPOGRAPHIC SURVEY SEE FILUGRADE BLDG2022-1323 S-2 TOPOGRAPHIC SURVEY SEE FILL/GRADE BLDG2022-1323 CIVIL C1.0 COVER SHEET SEE FILUGRADE BLDG2022-1323 C1.1 DEMOLITION AND SWPP PLAN SEE FILL/GRADE BLDG2022-1323 C1.2 SWPP NOTES AND DETAILS SEE FILUGRADE BLDG2022-1323 C2.0 STORM DRAINAGE PLAN SEE FILL/GRADE BLDG2022-1323 C2.1 STORM NOTES & DETAILS SEE FILUGRADE BLDG2022-1323 C2.2 STORM PROFILES & DETAILS SEE FILL/GRADE BLDG2022-1323 C2.3 BIOFILTER DETAILS SEE FILUGRADE BLDG2022-1323 C. 3 C3.0 GRADING & PAVING PLAN SEE FILL/GRADE BLDG2022-1323 C. 3 C3.2 PARKING LAYOUT PLAN SEE FILL/GRADE BLDG2022-1323 C4.0 CITY OF EDMONDS STANDARD DETAILS SEE FILUGRADE BLDG2022-1323 C4.1 i CITY OF EDMONDS STANDARD DETAILS SEE FILL/GRADE BLDG2022-1323 OVWSD SEWER & WATER COVER SEE FILL/GRADE BLDG202 - W1.1 SD SEWER PLAN & PROFILE SEE FILL/GRAD 2022-1323 W1.2 OVWPWAIER PLAN SEE FI DE BLDG2022-1323 W1.3 OVWSD WATER ES E FILUGRADE BLDG2022-1323 W1.4 OVWSD OLYMPIC VIEW ST D DETAILS SEE FILUGRADE BLDG2022-1323 W1.5 OVWSD OLYMPIC VIEW STANDARD SEE FILL/GRADE BLDG2022-1323 W1.6 OVWSD OLYMPIC VIEW ST DETAILS SEE FILL/GRADE BLDG2022-1323 STORMWATER VAULT / \ S1.1 GENE UCTURAL NOTES SEE DE BLDG2022-1323 S2.1 LT PLANS SEE FILL/GRAD 2022-1323 S VAULT SECTIONS AND DETAILS SEE FILUGRADE BLDG20 - LANDSCAPE L1.0 TREE RETENTION AND PROTECTION PLAN SEE FILL/GRADE BLDG2022-1323 L1.1 TREE RETENTION AND PROTECTION DETAILS SEE FILL/GRADE BLDG2022-1323 L2.0 IRRIGATION PLAN SEE FILL/GRADE BLDG2022-1323 L2.1 IRRIGATION SCHEDULE & NOTES SEE FILL/GRADE BLDG2022-1323 L2.2 IRRIGATION DETAILS SEE FILL/GRADE BLDG2022-1323 L2.3 IRRIGATION DETAILS SEE FILL/GRADE BLDG2022-1323 L2.4 IRRIGATION DETAILS SEE FILUGRADE BLDG2022-1323 L2.5 IRRIGATION DETAILS SEE FILL/GRADE BLDG2022-1323 L2.6 IRRIGATION DETAILS SEE FILL/GRADE BLDG2022-1323 3 L3.1 PLANTING PLAN SEE FILUGRADE BLDG2022-1323 3 3 L3.4 PLANT SCHEDULE SEE FILUGRADE BLDG2022-1323 L3.5 PLANT SCHEDULE SEE FILL/GRADE BLDG2022-1323 L5.0 LANDSCAPE DETAILS SEE FILL/GRADE BLDG2022-1323 L5.1 LANDSCAPE DETAILS SEE FILUGRADE BLDG2022-1323 ARCHITECTURAL A1.10 SITE PLAN SEE FILL/GRADE BLDG2022-1323 V.1 FLOOR PLAN - LEVEL 1 - BUILDING - A & B .12 FLOOR PLAN - LEVEL 1 - BUILDING C & D A2. 1 FLOOR PLAN - LEVEL 2 - BUILDING A & B A2.2 FLOOR PLAN -LEVEL 2 - BUILDING C & D A2.31 FLOOR PLAN - LEVEL 3 - BUILDING A & B A2.32 FLOOR PLAN - LEVEL 3 - BUILDING C & D A2.41 ROOF PLAN - BUILDING A & B A2.42 ROOF PLAN - BUILDING C & D A3.0 EXTERIOR ELEVATIONS A3.1 XTERIOR ELEVATIONS - BUILDING A A3.2 TERIOR ELEVATIONS - BUILDING B A3.3 E ERIOR ELEVATIONS - BUILDING C A3.4 EX RIOR ELEVATIONS - BUILDING D A4.0 BUIL NG SECTIONS A4.1 BUILDI G SECTIONS A4.2 BUILDIN SECTIONS A4.3 BUILDING ECTIONS A4.10 WALL SEC NS A4.20 VERTICAL CI CULATION A5.0 ENLARGED U T PLANS A5.1 ENLARGED UNI PLANS A5.2 ENLARGED UNIT kLANS A5.3 ENLARGED COMM CIAL RESTROOM PLANS A5.4 ENLARGED COMME IAL FINISH PLAN A5.5 INTERIOR ELEVATION AND GENERAL NOTES A5.6 INTERIOR ELEVATIONS A5.7 INTERIOR ELEVATIONS A6.11 RCP - LEVEL 1 - BUILDING N& B A6.12 RCP - LEVEL 1 - BUILDING C D A6.21 RCP - LEVEL 2 - BUILDING A & A6.22 RCP - LEVEL 2 - BUILDING C & A6.31 RCP - LEVEL 3 - BUILDING A & B A6.32 RCP - LEVEL 3 - BUILDING C & D A7.0 PARTITION SCHED. AND RATED AS MBLI A7.1 DOOR SCHEDULE A7.2 DOOR AND WINDOW TYPES A7.3 DOOR HARDWARE SETS A8.0 EXTERIOR DETAILS A8.1 EXTERIOR DETAILS A8.2 EXTERIOR DETAILS A8.3 EXTERIOR DETAILS A8.4 EXTERIOR DETAILS A9.0 INTERIOR DETAILS A9.1 SIGNAGE DETAILS A10.0 INTERIOR FINISH SCHEDU S AND LEGEND A10.1 EXTERIOR FINISH SCHED LES AND LEGEND WATERPROOFING WP-100 WATERPROOFING WI OW NO TRIM WP-110 WATERPROOFING D ORS WP-200 WATERPROOFING tNETRATIONS WP-300 WATERPROOFIN ALLS WP400 WATERPROOFIO FOUNDATIONS WP-500 I WATERPROOFAG ROOFS STRUCTURAL / S1.01 GENERAL S RUCTURAL NOTES S1.02 GENERAL TRUCTURAL NOTES S1.03 SPECIAL NSPECTIONS S2.11 FOUND TION PLAN - BUILDING A & B S2.12 FOU ATION PLAN - BUILDING C & D S2.21 LEV L 2 FRAMING PLAN - BUILDING A & B S2.22 LE EL 2 FRAMING PLAN - BUILDING C & D S2.31 VEL 3 FRAMING PLAN - BUILDING A & B S2.32 4EVEL 3 FRAMING PLAN - BUILDING C & D S2.41 ROOF FRAMING PLAN - BUILDING A & B S2.42 ROOF FRAMING PLAN - BUILDING C & D S4.11 CONCRETE DETAILS S4.21 CONCRETE DETAILS S6.11 WOOD DETAILS S6.2 WOOD DETAILS - BUILDING A & B S6 1 WOOD DETAILS - BUILDING A & B S .41 WOOD DETAILS - BUILDING A & B 6.51 WOOD DETAILS - BUILDING A & B MECHANICAL CO.01 ENERGY CODE DOCUMENTATION - NOTES E .02 ENERGY CODE DOCUMENTATION - BUILDING A LEVELS 20 EC 03 ENERGY CODE DOCUMENTATION - BUILDING A LEVEL 1 ECO. ENERGY CODE DOCUMENTATION - BUILDING B EC0.0 ENERGY CODE DOCUMENTATION -BUILDING C EC0.06 ENERGY CODE DOCUMENTATION - BUILDING D EC0.07 ENERGY CODE DOCUMENTATION MO.01 MECHANICAL GENERAL NOTES MO.02 VECHANICAL SCHEDULE MO.03 CHANICAL CALCULATIONS MO.04 M HANICAL CALCULATIONS MO.05 ME ANICAL CALCULATIONS MO.06 MEC NICAL CALCULATIONS MO.07 MECHA [CAL CALCULATIONS MO.08 MECHA AL CALCULATIONS M1.10 MECHANI L SITE PLAN SEE FIL RADE BLDG2022-1323 M2.11 MECHANIC A - FLOOR PLAN -LEVEL 1 - BUILDING A & B M2.12 MECHANICAL FLOOR PLAN - LEVEL 1 - BUILDING C & D M2.21 MECHANICAL - LOOR PLAN - LEVEL 2 - BUILDING A & B M2.22 MECHANICAL - F OOR PLAN - LEVEL 2 - BUILDING C & D M2.31 MECHANICAL - FL OR PLAN - LEVEL 3 - BUILDING A & B M2.32 MECHANICAL - FLOk PLAN - LEVEL 3 - BUILDING C & D M2.41 MECHANICAL - ROOF LAN - BUILDING A & B M2.42 MECHANICAL - ROOF P N - BUILDING C & D M5.01 MECHANICAL TYPICAL UNIT PLANS -1 BD M5.02 MECHANICAL TYPICAL UNN PLANS -1 BD M5.03 MECHANICAL TYPICAL UNI LANS -1 BD.ADA M5.04 MECHANICAL TYPICAL UNIT ANS - 2 BD M5.05 MECHANICAL TYPICAL UNIT P NS - 2 BD ADA M5.06 MECHANICAL TYPICAL UNIT PLA S - 3 BD M5.07 MECHANICAL TYPICAL UNIT PLAN - 3 BD M5.08 MECHANICAL TYPICAL UNIT PLANS - 3 BD.A M5.09 MECHANICAL ENLARGED PLAN - BUIL ING M8.01 MECHANICAL DETAILS A M8.02 MECHANICAL DETAILS B PLUMBING \ P0.01 PLUMBING GENERAL NOTES PO.02 PLUMBING SCHEDULE P2.01 PLUMBING - FOUNDATION PLAN UILDING A & P2.02 PLUMBING - FOUNDATION PLA - BUILDING C & P2.11 PLUMBING- FLOOR PLAN -L EL 1 - BUILDING A & P2.12 PLUMBING - FLOOR PLAN - VEL 1 - BUILDING C & P2.21 PLUMBING -FLOOR PLAN EVEL 2 - BUILDING A & B P2.22 PLUMBING - FLOOR PLA - LEVEL 2 - BUILDING C & D P2.31 PLUMBING - FLOOR PLO - LEVEL 3 - BUILDING A & B P2.32 PLUMBING - FLOOR P N - LEVEL 3 - BUILDING C & D P2.41 PLUMBING - ROOF N - BUILDING A & B P2.42 PLUMBING - ROOF LAN - BUILDING C & D P3.01 PLUMBING - HOT ATER PLANT SCHEMATIC - BLDG A P3.02 PLUMBING - H WATER PLANT SCHEMATIC - BLDG B P3.03 PLUMBING H WATER PLANT SCHEMATIC - BLDG C P3.04 PLUMBING OT WATER PLANT SCHEMATIC - BLDG D P4.01 PLUMBIN WATER RISER DIAGRAM - BUILDING A P4.02 PLUMBI WATER RISER DIAGRAM - BUILDING B P4.03 PLUM G WATER RISER DIAGRAM - BUILDING C P4.04 PLU ING WATER RISER DIAGRAM - BUILDING D P4.05 PL BING WASTEWATER RISER DIAGRAM -BUILDING A P4.06 P MBING WASTEWATER RISER DIAGRAM -BUILDING B P4.07 LUMBING WASTE WATER RISER DIAGRAM - BUILDING C P4.08 PLUMBING WASTE WATER RISER DIAGRAM - BUILDING C P4.09 PLUMBING WASTE WATER RISER DIAGRAM - BUILDING D P4.10 PLUMBING WASTE WATER RISER DIAGRAM - BUILDING D P5.01 PLUMBING - ENLARGED UNIT PLANS P5.02 PLUMBING - ENLARGED UNIT PLANS P5.0 PLUMBING - ENLARGED UNIT PLANS P5 4 PLUMBING - ENLARGED AREA PLANS P .01 PLUMBING DETAILS 8.02 PLUMBING DETAILS DESIGN TEAM OWNER EDMONDS LUTHERAN CHURCH (ELC) DEVELOPER HOUSING HOPE BOBBY THOMPSON BOBBYTHOMPSON@HOUSINGHOPE.ORG 3331 BROADWAY AVE EVERETT, WA 98201 (425) 322-3723 X 233 GENERAL CONTRACTOR KIRTLEY COLE ASSOCIATES JAMES SCHWARTZ, DIRECTOR OF PRECONSTRUCTION JSCHWARTZ@KIRTLEY-COLE.COM 2820 OAKES AVENUE, SUITE B EVERETT, WA 98201 (425)609-0400 GEOTECHNICAL THE RILEY GROUP, INC. RICKY WANG, PRINCIPAL GEOTECH ENGINEER 17522 BOTHELL WAY NE BOTHELL, WA 98011 (425)415-0551 ELECTRICAL .0 LEGEND SEE FILL/GRADE BLDG2022-132 E1. SITE PLAN - ELECTRICAL SEE FILL/GRADE BLDG2022-1 3 E1.2 SITE PLAN - PHOTOMETRIC CALCULATIONS SEE FILL/GRADE BLDG202 -1323 E2.11 FLOOR PLAN - LEVEL 1 - BLDG A&B - LIGHTING E2.12 FLOOR PLAN -LEVEL 1 - BLDG C&D -LIGHTING E2.21 OOR PLAN - LEVEL 2&3 - BLDG A&B - LIGHTING E2.22 FL R PLAN - LEVEL 2&3 - BLDG C&D - LIGHTING E3.11 FL00 PLAN - LEVEL 1 - BLDG A&B - POWER E3.12 FLOOR N - LEVEL 1 - BLDG C&D - POWER E3.21 FLOOR P - LEVEL 20 - BLDG A&B - ELECTRICAL E3.22 FLOOR PLAN - EVEL 20 - BLDG C&D - ELECTRICAL E3.41 ROOF PLAN - BL A&B - ELECTRICAL E3.42 ROOF PLAN - BLDG &D - ELECTRICAL E4.11 FLOOR PLAN - LEVEL - BLDG A&B COMM/ESS E4.12 FLOOR PLAN - LEVEL 1 - DG C&D - COMM/ESS E5.10 ENLARGED UNIT PLANS - E CTRICAL E5.11 ENLARGED UNIT PLANS - ELE RICAL E5.12 ENLARGED UNIT PLANS - ELECT CAL E5.13 ENLARGED UNIT PLANS - ELECTRI L E5.14 ENLARGED UNIT PLANS E6.0 ONE LINE DIAGRAM E6.1 COMM RISER DIAGRAM E6.2 COMM DETAILS E7.0 LIGHT FIXTURE SCHEDULE E7.1 LIGHTING CONTROL SCHE LE E8.0 MECHANICAL SCHEDUL E8.1 PANEL SCHEDULES E8.2 PANEL SCHEDULE E8.3 PANEL SCHEDU S E8.4 PANEL SCHE LES E8.5 PANEL SC DULES E8.6 PANEL HEDULES E8.7 PAN SCHEDULES E8.8 PA L SCHEDULES E8.9 PANEL SCHEDULES E8.10 PANEL SCHEDULES E8.11 PANEL SCHEDULES E8.12 PANEL SCHEDULES E8. PANEL SCHEDULES .14 WSEC LIGHTING COMPLIANCE 5 84TH AVE. W, EDMONDS, WA 98026 00576700002508 4 OF SPORTS COURT FILL/GRADE & MODULAR DEMOLITION PERMITS. PROPOSED RTS COURT TO BE LOCATED AT EXISTING EDMONDS LUTHERAN CHURCH 3.05- E SITE, AND USED BY RESIDENTS OF AFFORDABLE MULTIFAMILY (HOUSING HOPE FIELD APARTMENTS) UNDER RECORDED EASEMENT 202307250056. ARCHITECT OF RECORD DESIGNS NORTHWEST ARCHITECTS, INC. DANIEL NELSON, PRINCIPAL KIM WILLIAMS, PROJECT MANAGER KIM@DESIGNSNW.COM 26915102ND DRIVE NW, SUITE 201 STANWOOD, WA 98292 (360)926-8955 ARCHITECTURAL SUPPORT ARC ARCHITECTS PAUL CURTIS, PRINCIPAL CURTIS@ARCARCHITECTS.COM RYAN BOONE, PROJECT ARCHITECT BOONE@ARCARCHITECTS.COM 119 S MAIN ST. SUITE 200 SEATTLE, WA 98104 (206)322-3322 BUILDING ENVELOPE / WATERPROOFING DEPEW, INC. STEVE DEPEW STEVE@DEPEWINC.COM 1834 SW 152ND ST. BURIEN, WA BURIEN, WA (206)229-7475 cIIRVFv rivii HAKIVIbLN, LLU DAVE HARMSEN, VP PE DAVIDH@HARMSENLLC.COM 125 EAST MAIN STREET STE. 104 MONROE, WA 98272 (360)794-7811 LANDSCAPE MIG,INC. AUDREY WEST AWEST@MIGCOM.COM 119 PINE STREET, SUITE 400 SEATTLE, WA 98101 MECHANICAL / PLUMBING / ENERGY ECOTOPE, INC. SHAWN CRAM, PRINCIPAL PE SHAWN@ECOTOPE.COM 1917 FIRST AVENUE, SUITE 300 SEATTLE, WA 98101 (206)322.3753 ELECTRICAL TFWB - ELECTRICAL ENGINEERS INC MIKE FITZMAURICE, PRINCIPAL PE MIKE@TF-WB.COM 1200 WESTLAKE AVE N., STE 509 SEATTLE, WA 98109 (206)285-7228 AIV\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532Suite B 4*4 Stanwood, W, A 98292 w ww.designsnw.com a r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 �►i onrxa 8'tA7E OF Uj a O x c� z SPORTS COURT 23525 84TH AVE W. EDMONDS, WA 98026 J W z Uj Q a a H LU LLI r� H c� c� N LO N 00 CONFORMED SET ISSUE DATE: JUNE 09, 2023 V051691:AL111004l:1■Big] I:I #1 Date Description 1 10-19-2022 BID SET 2 01-25-2023 PERMIT RESUBM. 3 03-31-2023 CONFORMED SET RECEIVED CONTENTS: aY CITY OF EDMONDS SHEET L IST VICES DESIGN TEAM (206) 223-0326 SCALE: SPORTS COURT DEFERRED SUBMITTAL DRAWN: CS, RB CHECKED: PRC, KW STRUCTURAL PROJECT NO: 2021031.00 SWENSON SAY FAGET BETH BROWN, PE BBROWN@SSFENGINEERS.COM SHEET: 934 BROADWAY, SUITE 100 TACOMA, WA 98402 (253) 284.9470 TOml CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS VICINITY MAP WM■EIIIIIIISI■ ■ Mr. ,r, I d � � dd o� o6aaa a o GENERAL NOTES T Qo 0 o Q1 E] PARK EDMONDS EDMONDS r - APARTMENTS LUTHERAN L - 3: CHURCH IPROJECT aL I SITE 1 I I 00 = u v Q� o o_ / F -236TH ST SW__ ■I"� I■� I■1�1 THISr7 F1 I 1. DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY AND WHAT IS CONTAINED IN ONE SHALL BE CONSIDERED TO BE INCLUDED IN BOTH. 2. THE CONTRACT DOCUMENTS ARE COMPRISED OF THE DRAWINGS, PROJECT MANUAL AND ADDENDA (IF ANY). THE CONTRACT DOCUMENTS ARE CONSIDERED INCOMPLETE UNLESS ALL ELEMENTS LISTED ARE PRESENT. 3. IN THE CASE OF A CONFLICT BETWEEN ANY ASPECT OF THE CONTRACT DOCUMENTS AND ANOTHER, CONTACT THE ARCHITECT IMMEDIATELY FOR DIRECTION. 4. ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES. IF A CONFLICT ARISES BETWEEN WHAT IS SHOWN IN THE CONTRACT DOCUMENTS AND AN APPLICABLE CODE, PROMPTLY NOTIFY ARCHITECT FOR DETERMINATION OF HOW TO PROCEED 5. DO NOT SCALE DRAWINGS 6. PERFORM EXCAVATION & FOUNDATION WORK IN CONFORMANCE WITH THE SOILS REPORT AND CONSTRUCTION DOCUMENTS 7. DRAWINGS INDICATE GENERAL & TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER, TYPICAL DETAILS SHALL APPLY. ABBREVIATIONS ANGLE E EAST (COORDINATE) H.B. HOSE BIB O.C. ON CENTER SUB. SUBSTITUTE CENTER LINE EA. EACH H.C. HOLLOW CORE O.H. OPPOSITE HAND SUSP. SUSPENDED # NUMBER E.B. EXPANSION BOLT HDBD. HARDBOARD OPN'G. OPENING SV SHEET VINYL R PROPERTY LINE E.J. EXPANSION JOINT HDR. HEADER OPP. OPPOSITE SYM. SYMMETRICAL ELEC. ELECTRICAL HDWR. HARDWARE SYS. STYSTEM A.B. ANCHOR BOLT ELEV. ELEVATION HDWD. HARDWOOD PERF. PERFORATED A/C AIR CONDITIONING ENCL. ENCLOSURE H.M. HOLLOW METAL P.L. PROPERTY LINE T. TREAD A.C.T. ACOUSTICAL TILE CEILING EQ. EQUAL H.V.A.0 HEATING / VENTILATION / P-LAM. PLASTIC LAMINATE TB TACK BOARD ADJ. ADJACENT EQUIP. EQUIPMENT AIR CONDITIONING PR. PAIR T.O.C. TOP OF CURB A.F.F. ABOVE FINISH FLOOR E.W.C. ELECTRIC WATER COOLER PT. PINT, POINT TEL. TELEPHONE ALT. ALTERNATE EXT. EXTERIOR I.D. INSIDE DIAMETER (DIM.) P.T. PRESSURE TREATED TER TERRAllO ARCH. ARCHITECT(URAL) INSUL INSULATED / INSULATION PTD. PAINTED T.O.P. TOP OF PLATE OR PAVEMENT AVG. AVERAGE F.A. FIRE ALARM INT. INTERIOR PTN. PARITION T.P.D. TOILET PAPER DISPENSER A.W.P. ACOUSTICAL WALL PANEL F.C.O. FLOOR CLEANOUT P.V.C. POLYVINYL CHLORIDE PIPE T.O.W. TOP OF WALL F.D. FLOOR DRAIN JT. JOINT TYP. TYPICAL BD. BOARD F.E. FIRE EXTINGUISHER Q.T. QUARRY TILE BLK'G. BLOCKING F.E.C. FIRE EXTINGUISHER CABINET KIT. KITCHEN UNF. UNFINISHED BOT. BOTTOM F.F. FINISH FLOOR R. RADIUS, RISER U.O.N. UNLESS OTHERWISE NOTED F.F.E. FINISH FLOOR ELEVATION LAF LIQUID -APPLIED REF. REFER(ENCE) CAB. CABINET F.S. FROM SLAB MEMBRANE FLASHING REFR. REFRIGERATOR V. VENT C.B. CATCH BASIN F.H. FIRE HYDRANT L.F. LINEAL FEET REINF. REINFORCED V.B. VAPOR BARRIER C.F. CUBIC FEET FIN. FINISH LT.WT. LIGHT WEIGHT SESIL. RESILIENT V.C.T. VINYL COMPOSITION TILE C.J. CONTROL JOINT REV. REVISION, REVISED CLG. CEILING FND. FOUNDATION MAS. MASONRY R.O. ROUGH OPENING W. WEST, EIDTH CLR. CLEAR(ANCE) F.O.C. FACE OF CONCRETE M.B. MACHINE BOLT RWL RAIN WATER LEADER W.C. WATER CLOSET C.M.U. CONCRETE MASONRY UNIT F.O.F. FACE OF FOUNDATION M.B. MARKER BOARD WD. WOOD C.O. CLEAN OUT F.0.1.C. FURNISHED BY OWNER / M.D.F. MEDIUM DENSITY FIBERBOARD S. SOUTH WDW. WINDOW COL. COLUMN INSTALLED BY CONTRACTOR M.D.O. MEDIUM DENSITY OVERLAY SAM SELF -ADHERED MEMBRANE W.G. WIRED GLASS CONC. CONCRETE F.0.1.0 FURNISHED BY OWNER/ M.D.X. MEDIUM DENSITY S.C. SOLID CORE W.H. WATER HEATER CONT. CONTINUOUS INSTALLED BY OWNER EXTERIOR OVERLAY S.C.D. SEAT COVER DISPENSER WIN. WINDOW COORD. COORDINATE F.O.M FACE OF MASONRY MECH. MECHANICAL S.D. SOAP DISPENSER, STORM DRAIN W.P. WATER PROOF(ING) CPT. CARPET F.O.S. FACE OF STUD OR STRUCTURE MEMB. MEMBRANE S.F. SQUARE FEET W.R. WATER RESISTANT C.T. CERAMIC TILE F.P. FIRE PROOF MFG. MANUFACTURING SHT. SHEET WT. WEIGHT C.Y. CUBIC YARDS MFR. MANUFACTURER SHWR. SHOWER W.W.F. WELDED WIRE FABRIC GA. GUAGE MIN. MINIMUM SIM. SIMILAR W.O.M. WALK OFF MAT D.F. DRINKING FOUNTAIN GALV. GALVANIZED MIR. MIRROR S.N.D. SANITARY NAPKIN DISPENSER D.H. DOUBLE HUNG G.C. GENERAL CONTRACTOR M.O. MASONRY OPENING S.N.R. SANITARY NAPKIN RECEPACLE DIM. DIMENSION GLULAM GLUE LAMINATED MTL. METAL S.S. STAINLESS STEEL DISP. DISPENSER GND. GROUND STL. STEEL DIV. DIVISION GR. GRADE N. NORTH STA. STATION DN. DOWN G.W.B. GYPSUM WALLBOARD N.I.C. NOT IN CONTRACT S.T.0 SOUND TRANSMISSION CLASS DR. DOOR NOM. NOMINAL ST.S. STANDING SEAM D.S. DOWN SPOUT N.T.S. NOT TO SCALE DWG. DRAWING PROJECT DESCRIPTION CONSTRUCT 4 THREE-STORY MULTIFAMILY BUILDINGS WITH 52 LOW-INCOME APARTMENTS, SUPPORTIVE SERVICES AND AMENITY SPACES TOTALING 43,619 GROSS SF BUILDING SPACE; WITH 38,857 GROSS SF RESIDENTIAL (R-2 OCCUPANCY) OF 7 ONE -BEDROOM (MAX. 576 SF), 32 TWO -BEDROOM (MAX. 735 SF), AND 13THREE-BEDROOM (MAX. 924 SF) UNITS; AND 4,762 GROSS SF BUSINESS (B OCCUPANCY) AND STORAGE (S-2 OCCUPANCY) COMPRISED OF STAFF OFFICES, HEALTH CONSULTATION, COMMUNITY AND MULTIPURPOSE ROOMS AND COMMUNITY PANTRY. BUILDINGS CONFIGURED AROUND RESIDENT COURTYARD, LEVEL 1 UNIT DOORS ACCESSED FROM COURTYARD, WITH LEVELS 2 & 3 UNITS ACCESSED VIA REMOTE EXTERIOR EXIT STAIRWAYS AND EGRESS BALCONIES. CONSTRUCT IMPROVEMENTS OF 1.35-ACRE SITE (APN 00576700002614) INCLUDING ALL ASSOCIATED UTILITIES, UNDERGROUND STORMWATER VAULT, SITE WORK, PAVING, FIRE ACCESS ROAD, PARKING, RETAINING WALL, TRASH ENCLOSURE, FENCING, COURTYARD AMENITIES, PLAY EQUIPMENT AND LANDSCAPING. DEMOLITION INCLUDING REMOVAL OF EXISTING TREES. PROJECT DESIGNED TO MEET EVERGREEN SUSTAINABLE DEVELOPMENT STANDARD (ESDS) PROGRAM. DEFERRED APPROVAL: CONSTRUCT STREET FRONTAGE IMPROVEMENTS INCLUDING RELOCATION OF CERTAIN UTILITIES, DRIVEWAY ACCESS, SIDEWALK, LANDSCAPING AND PLANTERS. CONSTRUCT OFFSITE IMPROVEMENTS AT NORTHEAST CORNER OF 3.05-ACRE SITE (APN 00576700002508) INCLUDING SPORTS COURT, SIDEWALK, STORMWATER AND LANDSCAPING. OFFSITE DEMOLITION INCLUDING REMOVAL AND RELOCATION OF EXISTING PORTABLE OFFICE MODULAR AND CAPPING OF ASSOCIATED UTILITIES. GOVERNING CODES I 23525 84TH AVE. W, EDMONDS, WA 98026 APN O0576700002508 AREA OF SPORTS COURT FILL/GRADE & MODULAR DEMOLITION PERMITS. PROPOSED SPORTS COURT TO BE LOCATED AT EXISTING EDMONDS LUTHERAN CHURCH 3.05-ACRE SITE, AND USED BY RESIDENTS OF AFFORDABLE MULTIFAMILY (HOUSING HOPE ELC FIELD APARTMENTS) UNDER RECORDED EASEMENT 202307250056. APPLICABLE CODES & STANDARDS THE FOLLOWING INTERNATIONAL CODE COUNCIL CODES ARE ADOPTED AS AMMENDED BY STATE OF WASHINGTON BUILDING CODE COUNCIL (SBCC), WA STATE AMENDMENTS (WAC 51-50), AND AS AMENDED BY EDMONDS CITY CODE / COMMUNITY DEVELOPMENT CODE (ECDC): 2018 INTERNATIONAL BUILDING CODE 2018 INTERNATIONAL FIRE CODE 2018 INTERNATIONAL MECHANICAL CODE 2018 WASHINGTON STATE ENERGY CODE (WAC 51-11) - RESIDENTIAL, COMMERCIAL 2018 INTERNATIONAL FUEL GAS CODE 2018 UNIFORM PLUMBING CODE 2020 NATIONAL ELECTRICAL CODE (NEC) CURRENTLY ADOPTED BY WA STATE L&I ICC / ANSI Al 17.1 - 2009 EDITION SECTION 504 (HUD) UNIFORM FEDERAL ACCESSIBILITY STANDADRD (UFAS) EDMONDS CITY CODE / COMMUNITY DEVELOPMENT CODE (ECDC) SOUTH COUNTY FIRE / EDMONDS FIRE MARSHAL STANDARDS ECDC - TITLE 19 BUILDING CODES DEPT. OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON (2019 EDITION) EVERGREEN SUSTAINABLE DEVELOPMENT STANDARD, VERSION 4.0 * ELECTRCIAL/ LOW -VOLTAGE PERMITS ADMINISTERED BY WASINGTON STATE DEPT. OF LABOR & INDUSTRIES (L&I) UTILITY DISTRICTS WATER / FIRE OLYMPIC VIEW WATER & SEWER SEWER OLYMPIC VIEW WATER & SEWER STORM CITY OF EDMONDS GAS CONTRACTOR TO VERIFY EXISTING ELECTRICAL SNOHOMISH COUNTY PUD FIBEROPTICS ZIPLY FIBER PHONE / DSL CONTRACTOR TO VERIFY EXISTING CABLE CONTRACTOR TO VERIFY EXISTING TRASH / RECYCLE REPUBLIC SERVICES UTILITY LOCATIONS CALL BEFORE YOU DIG 811 LEGEND 1 Ref DRAWING # ROOM NAME ROOM NAME EXTERIOR XXX ROOM NUMBER ELEVATION A101 SHEET # 1 Ref j� DIMENSION POINT INTERIOR DRAWING # OR ELEVATION ELEVATION A101 SHEET # 1 i PARTITION TYPE - SEE A7.0 BUILDING 1 1 DRAWING # SECTION A1.1 A1.1 SHEET # 101 DOOR NUMBER DRAWING # SEE A7.1 WALL 1 SECTION A1.1 SHEET # SECTION 1 DETAIL # DETAIL A1.1 SHEET # SIM. TYP.'*—DETAILS THAT ARE SIMILAR "—DETAILS THE DETAIL SHOWN DETAILS THAT ARE TYPICAL AND OCCUR IN MULTIPLE LOCATIONS ENLARGED �r 1 DETAIL # PLAN / DETAIL A1.1 L _ J SHEET # PROJECT INFORMATION GENERAL BUILDING INFORMATION TYPE V-B CONSTRUCTION, SPRINKLERS MIXED -OCCUPANCY, MULTISTORY, NON -SEPARATED OCCUPANCIES, AGGREGATE BUILDING (FOUR 3-STORY STRUCTURES PORTIONS OF ONE AGGREGATE) LEVEL 1 - BUILDING A PORTION - B & S-2 OCCUPANCIES BUILDING B PORTION - R-2 & S-2 OCCUPANCIES BUILDING C PORTION - R-2 & S-2 OCCUPANCIES BUILDING D PORTION - R-2 & S-2 OCCUPANCIES LEVEL 2 - BUILDING A, B, C & D PORTIONS - R-2 OCCUPANCY LEVEL 3 - BUILDING A, B, C & D PORTIONS - R-2 OCCUPANCY NFPA 13 MONITORED AUTOMATIC FIRE SPRINKLER SYSTEM NFPA 72 MONITORED FIRE ALARM SYSTEM, SMOKE DETECTION / ALARM, CARBON MONOXIDE DETECTION / ALARM TOTAL OCCUPANT LOAD 365 (ROUNDED UP, REFER TO OCCUPANCY LOAD CALCULATION AND EGRESS PLANS) B OCCUPANTS 102 S-2 OCCUPANTS 17 R-2 OCCUPANTS 246 TOTAL OCCUPANTS 365 (INCLUDES LEVELS 1, 2 & 3, AND USABLE EXTERIOR AREA W/ PROJECTION/ ROOF ABOVE) NOTE: EGRESS OCCUPANT LOAD OF 276 USED AT LEVEL OF EXIT DISCHARGE (LEVEL 1 + LEVEL 2), SEE SHEETS T1.2-T1.5 ACCESSIBLE UNITS ACCORDING TO IBC CH. 11, ICC/ANSI Al17.1, SECTION 504 (HUD) AND UFAS: 1. ONE -BEDROOM ACCESSIBLE / TYPE A UNIT D101 2. TWO -BEDROOM ACCESSIBLE / TYPE A UNIT B102 3. THREE -BEDROOM ACCESSIBLE / TYPE A UNIT B101 (11) LEVEL 1 GROUND FLOOR REMAINING UNITS ARE TYPE B SENSORY ACCESSIBLE UNITS PER SECTION 504 (HUD): UNITS B101, B102, B103 UNITS D101, D102 SEE BUILDING CODE ANALYSIS FOR FURTHER INFORMATION. SEE STRUCTURAL FOR RISK CATEGORY, DESIGN LOADS, SNOW LOADS AND WIND LOADS. GENERAL ZONING INFORMATION SEE ZONING COMPLIANCE NOTES FOR FURTHER INFORMATION ON SHEET A1.10. SEE BUILDING CODE COMPLIANCE NOTES FOR FURTHER INFORMATION ON SHEETS T1.2 - T1.5. SEE CIVIL FOR IMPERVIOUS AND GRADING AMOUNTS. MULTIFAMILY ADDRESS 8215 236TH ST. SW, EDMONDS, WA 98026 APN 00576700002614 ZONING CG - GENERAL COMMERCIAL SITE SIZE 1.35-ACRES EXIST. USE VACANT UNDEVELOPED LOT TOTAL GROSS BUILDING SPACE 49,793 SF (INCLUDES USABLE EXTERIOR AREA W/ PROJECTION/ ROOF ABOVE) LEVEL 1 17,058 SF LEVEL 2 16,546 SF LEVEL 3 16,189 SF MAX. BLDG. COVERAGE NONE MAX. BLDG HEIGHT 75' ACTUAL BLDG. HEIGHT 40'-9" TALLEST RIDGE PARKING REQUIRED 50 PARKING PROVIDED 50 TOTAL (2 ACCESSIBLE SPACES, 48 STANDARD SPACES) OFFSITE SPORTS COURT ADDRESS 23525 84TH AVE. W, EDMONDS, WA 98026 APN 00576700002508 ZONING RS-8, SINGLE-FAMILY, 8,000 SF LOTS SITE SIZE 3.05 ACRES EXIST. USE CHURCH NO NEW BUILDINGS OR MODIFICATIONS PROPOSED. LEGAL DESCRIPTION: APN 00576700002614 (MULTIFAMILY) (PER RESCISSION BARGAIN AND SALE DEED RECORDED ON AUDITOR'S FILE NO. 202004070014.) LOTS A AND B OF CITY OF EDMONDS LOT LINE ADJUSTMENT NO. PLN2018-0027, RECORDED SEPTEMBER 21, 2018 AS RECORDING NO.201809215002, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN COUNTY OF SNOHOMISH, STATE OF WASHINGTON. APN 00576700002508 (OFFSITE SPORTS COURT) SECTION 31 TOWNSHIP 27 RANGE 4 QUARTER NE SKELTONS LK MC ALEER 5 ACRE TRS BLK 000 D-08 - LOT B CITY OF ED LLA #PLN2018-0027 REC AFN 201809215002 BEING APTN OF LOTS 25 & 26 SD PLAT (EX ST WA#02278 001) SPECIAL INSPECTIONS: REFER TO STRUCTURAL AND CIVIL DRAWINGS FOR A LIST OF ALL SPECTION INSEPECTIONS REQUIRED FOR THE PROJECT. PRIOR TO ISSIANCE OF THE BUILDING PERMIT A CITY SPECIAL INSPECTION AND TESTING AGREEMENT MUST BE SUBMITTED AND APPROVED FOR EACH INSPECTION FIRM THAT WILL BE USED ON THE PROJECT. THE DOCUMENT(S) WILL BE PROVIDED FOR SIGNATURES DURING THE CITY REVIEW PROCESS. CALCULATIONS I REPORTS I DOCUMENTS: GEOTECHNICAL ENGINEERING REPORT PREPARED BY THE RILEY GROUP TOPOGRAPHIC SURVEY PREAPRED BY HARMSEN LLC STORMWATER SITE PLAN PREPARED BY HARMSEN LLC STORM DRAINAGE OPERATIONS & MAINTENACNE MANUAL PREPARED BY HARMSEN LLC CONSTRUCTION STORMWATER GENERAL PERMIT (CSWGP) / STORMWATER POLLUTION PREVENTION PLAN (SWPPP) STRUCTURAL CALCULATIONS PREPARED BY SSF VAULT STUCTURAL CALCUALTIONS PREPARED BY SSF FIRE FLOW AVAILABILITY MEMO BY PACE (ENGINEER FOR OLYMPIC VIEW WATER & SEWER DISTRICT) ARBORIST REPORT PREPARED BY TREE SOLUTIONS, INC. TRAFFIC IMPACT ANALYSIS WORKSHEET, TRAFFIC MEMO RERPARED BY KIMLEY HORN PHASE I ENVIRONMENTAL SITE ASSESSMENT PREPARED BY KANE ENVIRONMENTAL INC. (AVAILABLE UPON REQUEST) PROJECT MANUAL - SPECIFICATIONS, VOL 1 & VOL 2 PERMITS 1 APPROVALS: PLN2022-0042 ADMINISTRATIVE DESIGN REVIEW (RESPONSE TO STAFF COMMENTS) COMMERCIAL CLEARING / GRADING PERMIT (CIVIL PERMIT) WATER & SEWER UTILITY CONNECTION REVIEW BY OLYMPIC VIEW WATER & SEWER (L-146, EUC 21-10) SIDE SEWER PERMIT WATER METER PERMIT TREE REMOVAL PERMIT STRUCTURE PERMIT - STORMWATER VAULT FIRE CONNECTION PERMIT RIGHT-OF-WAY CONSTRUCTION PERMIT CONSTRUCTION STORMWATER GENERAL PERMIT (CSWGP, WA STATE DEPT. OF ECOLOGY) STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MULTIFAMILY RESIDENTIAL PRIMARY BUILDING PERMITS FOR EACH BUILDING - BUILDING A, B, C & D COMMERCIAL MECHANICAL PERMITS FOR EACH BUILDING - BUILDING A, B, C & D COMMERCIAL PLUMBING PERMITS FOR EACH BUILDING - BUILDING A, B, C & D EVERGREEN SUSTAINABLE DEVELOPMENT STANDARD, VERSION 4.0 RELATED PERMITS 1 APPROVALS: EASEMENT FOR USE AND ACCESS FOR OFFSITE SPORTS COURT (PENDING APPROVAL) WATER & SEWER UTILITY CONNECTION (PENDING APPROVAL FROM OLYMPIC VIEW WATER & SEWER, L-146, EUC 21-10) PLN 2022-0042 ADMINISTRATIVE STAFF DESIGN REVIEW (PENDING APPROVAL) ENVIRONMENTAL CHECKLIST / HIGHWAY 99 PLANNNED ACTION REVIEW CHECKLIST / SEPA DETERMINATION (PENDING APPROVAL) CRA 2021-0104 CRITICAL AREA DETERMINATION PRE 2021-0004 PRE -APPLICATION MEETING DEFFERRED PERMITS I APPROVALS: PRIOR TO FABRICATION AND INSTALLATION, THE FOLLOWING DEFERRED APPROVAL ITEMS MUST BE REVIEWED AND APPROVED BY THE BUILDING OFFICIAL, WA STATE LABOR & INDUSTRIES (L & 1) AND/ OR FIRE AUTHORITY (SOUTH COUNT FIRE/ EDMONDS FIRE MARSHAL). THE CONTRACTOR SHALL SUBMIT THESE BIDDER -DESIGN DEFERRED APPROVAL DOCUMENTS (PLANS AND SPECIFICATIONS) TO THE ARCHITECT AND ENGINEER OF RECORD WHO SHALL REVIEW THEM, RETURN TO GENERAL CONTRACTOR, WHO SHALL THEN FORWARD TO THE BUILDING OFFICIAL, L & I AND/ OR FIRE AUTHORITY WITH A NOTATION INDICATING THAT THE DEFERRED DOCUMENTS HAVE BEEN REVIEWED AND HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN. THE ITEMS DEFERRED SHALL NOT BE INSTALLED UNTIL APPROVED BY THE APPROPRIATE AGENCY OR OFFICIAL. SIGN PERMIT FIRE SPRINKIER SYSTEM PERMIT FOR EACH BUILDING FIRE ALARM SYSTEM PERMIT FOR EACH BUILDING ELECTRICAL / LOW -VOLTAGE PERMITS FOR EACH BUILDING, SITE (WA STATE L&I) DISTRIBUTIVE ANTENNA SYSTEM (DAS) FOR EACH BUILDING -TBD IF REQUIRED SHOP DRAWINGS OFFSITE SPORTS COURT COMMERCIAL CLEARING / GRADING PERMIT (CIVIL PERMIT) DEMOLITION PERMIT FOR RELOCATION OF OFFSITE OFFICE MODULAR (TBD) SPORTS COURT DEFERRED SUBMITTAL AW\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w ww.designsnw.com a r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 SPORTS COURTCD N 0 e0 W23525 84TH AVE W. EDMONDS, WA 98026 am O Fmu Z z0 LU LLI C� J z LU U) LU _ H- LU Cl) LL c, a H- O Ja co N LO a N 00 CONFORMED SET ISSUE DATE: JUNE 09, 2023 REVISION SCHEDULE # Date I Description 2 01-25-2023 1 PERMIT RESUBM. RECEIVED CONTENTS: May CITY OF EDMONDS PROJ ECTE` PUS SCALE: As indicated DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: T1 0 ■ CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS GENERAL NOTES: 1. THESE DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. REPRODUCTION OR USE OF THESE DOCUMENTS BEYOND THE SCOPE OF THIS PROJECT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. 2. THESE CONTRACT DOCUMENTS ARE SHOWN FOR THE CONTRACTOR'S CONVENIENCE AND DOES NOT LIMIT OR RESTRICT THEIR APPLICATION. 3. CONSTRUCTION OF THIS PROJECT SHALL BE IN COMPLIANCE TO ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS. 4. VERIFY ALL CONDITIONS IN FIELD BEFORE STARTING WORK. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION. GRADE, EXTENT AND COMPATIBILITY WITH EXISTING SITE CONDITIONS. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO, HE/SHE SHALL BE PROCEEDING AT HIS/HER OWN RISK AND EXPENSE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND EACH SUBCONTRACTOR TO REVIEW, UNDERSTAND AND COORDINATE WORK WITH APPLICABLE CODES, ORDINANCES, REGULATIONS, MANUFACTURER'S RECOMMENDATIONS AND ALL CONTRACT DOCUMENTS BEFORE THE INSTALLATION OF THEIR WORK. 6. ANY WORK INSTALLED IN CONFLICT WITH THE CONTRACT DOCUMENTS SHALL BE CORRECTED BY THE CONTRACTOR / SUBCONTRACTOR AT HIS/HER OWN EXPENSE AND AT NO EXPENSE TO THE OWNER, ENGINEER OR ARCHITECT. 7. VERIFY FIGURES SHOWN ON THE DRAWINGS BEFORE LAYING OUT THE WORK. REPORT ERRORS AND/OR INACCURACIES IN WRITING TO THE ARCHITECT BEFORE COMMENCING WORK. 8. EACH INSTALLER SHALL BE RESPONSIBLE FORE VERIFICATION AND COORDINATION WITH OTHER INSTALLERS TO SECURE COMPLIANCE OF DRAWING AND SPECIFICATIONS CONCERNING THE ACCURATE LOCATION OF STRUCTURAL MEMBERS AND OPENINGS FOR MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT. 9. TAKE EVERY PRECAUTION TO SAFEGUARD PERSONS AND PROPERTY. 10. STORE MATERIALS IN AREA APPROVED BY OWNER. PROTECT ALL BUILDING MATERIALS FROM WEATHER DURING CONSTRUCTION. PROTECT CONSTRUCTION FROM WEATHER AS WORK PROCEEDS. 11. REPAIR ALL DAMAGES CAUSED BY CONSTRUCTION DUE TO THE WORK OF THIS CONTRACT. 12. REMOVE DEBRIS FROM THE BUILDING SITE AS IT ACCUMULATES TO PREVENT UNSAFE CONDITIONS. 13. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY DISPOSING OF CONSTRUCTION DEBRIS VIA AN APPROVED VENDOR OR FACILITY, ACCORDING TO THE APPROVED SOLID WASTE MANAGEMENT PLAN, AND PER ESDS 6.03 CRITERIA. CONTRACTOR IS ENCOURAGED TO RECYCLE ALL MATERIALS POSSIBLE AND TO USE RECYCLED MATERIALS WHERE SUITABLE. CONTRACTOR SHOULD NOTIFY ARCHITECT OF POTENTIAL RECYCLED MATERIALS WHICH MAY BE APPROPRIATE FOR SUBSTITUTION. ADHERE ESDS 6.03 CRITERIA. 14. IN THE EVENT OF THE UNFORESEEN ENCOUNTER OF MATERIALS SUSPECTED TO BE OF AN ARCHAEOLOGICAL OR PALEONTOLOGICAL NATURE, ALL GRADING AND EXCAVATION SHALL CEASE IN THE IMMEDIATE AREA AND THE APPROPRIATE AUTHORITIES ARE TO BE NOTIFIED BY THE CONTRACTOR. THE FIND SHALL BE LEFT UNTOUCHED UNTIL AN EVALUATION BY A QUALIFIED ARCHAEOLOGIST OR PALEONTOLOGIST IS MADE. 15. OMISSIONS MADE IN THESE DRAWINGS OR THE MIS -DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS, OR WHICH IS CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 17. CONTRACTOR IS TO BE RESPONSIBLE FOR BEING FAMILIAR WITH THESE DOCUMENTS INCLUDING ALL CONTRACT REQUIREMENTS. 18. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS AS SHOWN AND ACTUAL FIELD MEASUREMENT. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 19. WRITTEN DIMENSIONS SUPERSEDE SCALED DRAWINGS. 20. WRITTEN NOTES SUPERSEDE GRAPHIC DEPICTIONS. 21. ENGINEERING SPECIFICATIONS AND DRAWINGS ARE COMPLIMENTARY. 22. DIMENSIONS GIVEN ARE TO CENTERLINE OF FRAMING, CENTERLINE OF CONCRETE OR MASONRY, CENTERLINE OF STRUCTURAL STEEL, CENTERLINE OF COLUMNS. OR TO CENTER OF OPENING. UNLESS OTHERWISE NOTED. 23. DIMENSIONS SHOWN SHALL TAKE PRECEDENCE OVER DRAWING SCALE OR PROPORTION. LARGE SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. 24. VERIFY DIMENSIONS OF MANUFACTURED PRODUCTS, EQUIPMENT AND APPLIANCES TO ASSURE COMPATIBILITY WITH THE PLANS. 25. THE PLANS AND SPECIFICATIONS ARE MINIMUMS AND WHERE DETAILS ARE NOT SPECIFICALLY SHOWN, CONSISTENT PRACTICES SHALL BE USED. 26. INSTALL AND APPLY MATERIALS PER MANUFACTURER'S INSTRUCTIONS & RECOMMENDATIONS. 27. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED, SHALL BE FIELD -VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION LAYOUT. IF THEY DIFFER FROM THOSE SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT, SO DESIGN MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK. 28. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY COMPANIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT, WHETHER PUBLICLY OR PRIVATELY OWNED, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. 29. SCHEDULE AND RECEIVE APPROVAL FROM GOVERNING JURISDICTION AND THE ENGINEER FOR ALL UTILITY INTERRUPTIONS A MINIMUM OF 1 WEEK (7 DAYS) IN ADVANCE OF NEEDED DATE. 30. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK BETWEEN ALL TRADES. TO ENSURE THAT ALL SYSTEMS ARE INTEGRATED PER THE CONTRACT DOCUMENTS, PER THE DESIGN INTENT, AND DO NOT INTERFERE WITH ADJACENT OR FUTURE WORK. 31. ALL CONTRACTORS TO COORDINATE WITH FOUNDATION AND STEEL STRUCTURE LAYOUT TO ACCOMMODATE MECHANICAL, PLUMBING, FIRE SPRINKLER, FIRE ALARM, LIGHTING, AUDIO/VISUAL/LOW-VOLTAGE AND ELECTRICAL SYSTEMS. 32. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR EQUIPMENT (MECHANICAL, ELECTRICAL, OWNER -SUPPLIED AND OTHER EQUIPMENT), AS WELL AS SHOP DRAWINGS AS REVIEWED BY ARCHITECT OR ENGINEER BEFORE PROCEEDING WITH WORK. 33. CONTRACTOR SHALL VERIFY / ADJUST SIZES AND LOCATIONS OF ALL EQUIPMENT PADS AND BASES, POWER, WATER AND DRAIN INSTALLATION BEFORE PROCEEDING WITH THE WORK. THIS SHALL OCCUR WITH NO ADDITIONAL COST TO OWNER. 34. IDENTIFY ALL MECHANICAL AND AUDIO / VISUAL EQUIPMENT LOCATIONS AND ACCESS AREAS PRIOR TO THE START OF FRAMING. PROVIDE OPENINGS IN FARMING FOR ACCESS AREAS. A PLAN SHOWING THE LOCATION OF ALL ACCESS PANELS AT CEILINGS MUST BE SUBMITTED FOR REVIEW BY ARCHITECT PRIOR TO FRAMING. GENERAL NOTES (CONTINUED): 36. PROVIDE SOLID WOOD BLOCKING AND/OR WOOD BACKING AS NECESSARY TO ACCOMMODATE INSTALLATION OF CURRENT CONTRACT AND FUTURE EQUIPMENT, APPLIANCES, FIXTURES, ACCESSORIES, FURNISHINGS, AND HANDRAILS / GUARDRAILS (AS APPLICABLE). CONTRACTOR TO COORDINATE BLOCKING / BACKING LOCATIONS WITH THE OWNER FOR THESE ITEMS. 37. PROVIDE SOLID WOOD BLOCKING AND/OR WOOD BACKING BEHIND ALL WALL -MOUNTED ACCESSORIES AND MILLWORK AS REQUIRED BY APPLICABLE MANUFACTURER RECOMMENDATIONS, AND AS INDICATED BY ARCHITECT OR ENGINEER DURING SUBMITTAL PROCESS. 38. GRADING PLANS, DRAINAGE IMPROVEMENTS, RIGHT-OF-WAY, ROAD AND ACCESS REQUIREMENTS AND ENVIRONMENTAL HEALTH CONSIDERATIONS SHALL COMPLY WITH ALL LOCAL ORDINANCES. 39. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE COMPLETE FALL PROTECTION AND/OR RESTRAINT ANCHORAGE SYSTEMS AS NECESSARY AND REQUIRED TO ACHIEVE WORK OF THIS CONTRACT. SUCH SYSTEM DESIGNS, PERMIT APPROVALS AND INSTALLATION ARE THE RESPONSIBILITY OF THE CONTRACTOR. SYSTEMS COMMISSIONING - ALL HVAC CONTROL SYSTEMS AND OTHER AUTOMATICALLY CONTROLLED SYSTEMS FOR WHICH ENERGY CONSUMPTION PERFORMANCE, OR MODE OF OPERATION ARE REGULATED BY WAC 51-11-1416 SHALL REQUIRED SYSTEMS COMMISSIONING, PRELIMINARY AND FINAL REPORTS SHALL BE IN ACCORDANCE WITH SECTION 1416.4.2.2, AND PER REQUIREMENTS OF THE CURRENTLY ADOPTED WA STATE ENERGY CODE - COMMERCIAL AND/ OR RESIDENTIAL. 40, CONTRACTOR SHALL MAKE AVAILABLE ON -SITE A COPY OF ALL APPLICABLE CODES, RULES, REGULATIONS, REPORTS, CERTIFICATES, LAND -USE APPROVAL, CONDITIONAL USE PERMIT, PROJECT DESIGN REVIEW, ASSOCIATED PERMITS, ETC. IDENTIFIED AN AS INDICATED WITHIN THE CONTRACT DOCUMENTS. 41. CONTRACTOR SHALL MAKE AVAILABLE TO ALL SUBCONTRACTORS A COPY OF ALL CITY, STATE, LOCAL, COUNTY, FEDERAL, ETC. STANDARD DETAILS, AS IDENTIFIED WITHIN THE CONTRACT DOCUMENTS. 42. PERMIT NO SMOKING ON PROJECT -SITE DURING CONSTRUCTION PER ESDS 7.05A AND AFTER CONSTRUCTION PER ESDS 7.05B CRITERIA. 43. ALL PENETRATIONS OF FIRE RESISTIVE CONSTRUCTION SHALL BE PROTECT BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO UNDERWRITERS LABORATORIES' LISTINGS FOR THROUGH PENETRATION FIRE STOP SYSTEM. 44. CONTRACTOR SHALL CONTACT ARCHITECT PRIOR TO FINAL PLACEMENT OF LIGHT FIXTURES AND DIFFUSERS IN ALL CEILINGS AND WALLS. COORDINATE WITH ELECTRICAL PRIOR TO ACOUSTICAL CEILING GRID INSTALLATION. 45. ALL EXTERIOR WALL AND ROOF OPENINGS, FLASHING, COUNTER -FLASHING, AND EXPANSION JOINTS SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF AND WATERTIGHT (PER THE CONTRACT DOCUMENTS). 46. THE ENTIRE BUILDING FACILITY MUST COMPLY WITH THE ACCESSIBILITY REQUIREMENTS OF THE IBC WITH WASHINGTON STATE AMENDMENTS, ICC/ ANSI Al17.1. AND USAF. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK TO COMPLY WITH THESE ACCESSIBLE REQUIREMENTS, AND WITH THE ACCESSIBLE STANDARDS AND DETAILS SHOWN ON THE DRAWINGS. 47. DO NOT DRILL THROUGH PRE -MANUFACTURED ROOF TRUSSES. 48. PLUMBING, FIRE SPRINKLER SYSTEM, MECHANICAL, LIGHTING, FIRE ALARM SYSTEM, AUDIO / VISUAL / LOW -VOLTAGE AND ELECTRICAL WORK UNDER SEPARATE PERMITS. CONTRACTOR IS COMPLETELY RESPONSIBLE FOR OBTAINING THESE PERMITS AND COORDINATING THESE DESIGN -BUILD SYSTEMS WITH THE WORK DESCRIBED IN THESE CONTRACT DOCUMENTS. 49. IMPROVEMENTS AND SOURCED MATERIALS TO BE PHOSPHORUS FREE, AND MAY NOT ADD PHOSPHORUS TO THE STORMWATER DURING CONSTRUCTION. SPORTS COURT - HOUSING HOPE ELC FIELD APARTMENTS 23525 84TH AVE. W, EDMONDS, WA 98026 APN 00576700002508 AREA OF SPORTS COURT FILL/GRADE & MODULAR DEMOLITION PERMITS. PROPOSED SPORTS COURT TO BE LOCATED AT EXISTING EDMONDS LUTHERAN CHURCH 3.05- ACRE SITE, AND USED BY RESIDENTS OF AFFORDABLE MULTIFAMILY (HOUSING HOPE ELC FIELD APARTMENTS) UNDER RECORDED EASEMENT 202307250056. SPECIAL INSPECTIONS SPECIAL INSPECTION BY AN APPROVED TESTING LABORATORY REQUIRED ON ALL SITE WELDING, HIGH STRENGTH BOLTING, PILING OPERATIONS, SPRAYED -ON FIREPROOFING, ALL STRUCTURAL MASONRY, (REGARDLESS OF DESIGNED STRENGTHS) AND STRUCTURAL CONCRETE. REFER TO STRUCTURAL AND CIVIL. A FINAL SIGNED REPORT STATING THE WORK REQUIRING SPECIAL INSPECTION WAS THE BEST OF LAB'S KNOWLEDGE IN CONFORMATION WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE PROVISIONS OF THE INTERNATIONAL BUILDING CODE WILL BE OBTAINED FROM THE TESTING LAB AND SUBMITTED TO THE BUILDING OFFICIAL PRIOR TO FINAL INSPECTION AND OCCUPANCY. INDIVIDUAL INSPECTORS SHALL BE CERTIFIED BY WABO FOR THE SPECIFIC TYPE OF INSPECTION THEY WILL COMPLETE. DEMOLITION NOTES: 1. DEMOLITION INFORMATION IS PREPARED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ARCHITECT DOES NOT REPRESENT THAT ALL ITEMS WHICH MAY REQUIRE DEMOLITION HAVE BEEN SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CAREFULLY EXAMINE THE EXISTING SITE AND BUILDING, AND DETERMINE WHAT MAY BE REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. 2. ALL HAZARDOUS MATERIALS SHALL BE REMOVED BY A LICENSED ABATEMENT CONTRACTOR, PRIOR TO ANY DEMOLITION OR ACTIVITY WHICH WOULD DISTURB THE MATERIAL. 3. THE CONTRACTOR SHALL NOT DAMAGE THE STRUCTURAL INTEGRITY OR ANY PORTION OF THE ADJACENT EXISTING BUILDINGS AT ANY TIME DURING CONSTRUCTION. 4. ALL ITEMS ARE THE PROPERTY OF THE OWNER. THE CONTRACTOR SHALL SALVAGE ANY ITEMS AT THE REQUEST OF THE OWNER. 5. THE CONTRACTOR SHALL REPAIR AND/ OR REPLACE ALL ITEMS DAMAGED DURING DEMOLITION AND CONSTRUCTION TO ITS ORIGINAL CONDITION OR TO THE SATISFACTION OF THE OWNER. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER STORAGE OF ANY ITEMS TO BE SALVAGED AND RELOCATED. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL ITEMS DEMOLISHED, VIA AN APPROVED VENDOR OR FACILITY, ACCORDING TO THE APPROVED SOLID WASTE MANAGEMENT PLAN, AND PER ESDS 6.03 CRITERIA. SPORTS COURT DEFERRED SUBMITTAL 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.desijnsnw om r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 Uj a O x c� z SPORTS COURT 23525 84TH AVE W. EDMONDS, WA 98026 G J Uj Lim J Uj >Q 07 0 0 LU H LU LU H c� co N Lo N 00 CONFORMED SET ISSUE DATE: JUNE 09, 2023 REVISION SCHEDULE #7 Date Description 2 01-25-2023 PERMIT RESUBM. RECEIVED CONTENTS: May CITY OF EDMONDS CODE' L1 r 'mTMENRVICES SAFETY & PERMIT NOTES SCALE: DRAWN: CS, RB CHECKED: PRC, KW PROJECT NO: 2021031.00 SHEET: T1 ■ (CONTINUES) CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS _7 32min 32m1n 1' 2' 3' 4' 5' 6' GENERAL ACCESSIBILITY NOTES: 6,5 815 NOTES: HOUSING SPORTS COURT -HOUSING HOPE ELC FIELD APARTMENTS 1. SIGNAGE FOR ACCESSIBLE 39-41 23525 84TH AVE. W, EDMONDS, WA 98026 ELEMENTS PER IBC 1110. 1. REFER TO CIVIL AND ARCHITECTURAL SITE PLANS FOR FURTHER INFORMATION ON ' 99054 min 1' SITE IMPROVEMENTS, ADJACENT FLATWORK AND ADJACENT GRADES TO THE BUILDING. HOPE 54min E is 36m1n APN 00576700002508 �90- (b)siidbrgDoor 2. COLOR PER IBC STATE 12 max 1370 °r° v 915 12 min AREA OF SPORTS COURT FILL/GRADE & MODULAR DEMOLITION PERMITS. PROPOSED AMENDMENTS 1101.2.9 (WAC we keep hope alive 305 24 min 305 SPORTS COURT TO BE LOCATED AT EXISTING EDMONDS LUTHERAN CHURCH 3.05- 51-50 1101.2.9). 2. REFER TO FLOOR PLANS, DOOR SCHEDULE AND TYPES, WINDOW TYPES, AND P P 42 min 610 ACRE SITE, AND USED BY RESIDENTS OF AFFORDABLE MULTIFAMILY (HOUSING HOPE 2' (WHITE ON BLUE BACKGROUND). EXTERIOR ELEVATIONS FOR FURTHER INFORMATION. ,065 ELC FIELD APARTMENTS) UNDER RECORDED EASEMENT 202307250056. S SYMBOL PER ICC/ANSI A117.1 (a) Hinged Door SECTION 703.6.3.1. D G I I R S U C Y T T I I 4. SIGNAGE CONSTRUCTION & REQUIREMENTS OF THE IBC W/ WASHINGTON STATE AMENDMENTS AND ICC ANSI Al 17.1 Section 609.4 3 DETAILS PER ICC/ANSI A117.1 2009. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ACCESSIBLE PLUMBING FIXTURES, DESIGNS y r 8 5 m SECTION 703. 2 E R O A E O 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 n o r t h w e s t "Go °� j *InJ 4W 38min 4 CONVENIENCE AND DOES NOT LIMIT OR RESTRICT THEIR APPLICATION. ARCHITECTS 91540 (c) Folding Door 360. 629.3441 (d) Doorways without Doom 4. CONTRACTOR TO PROVIDE SOLID BLOCKING IN WALLS/ CEILINGS AS NECESSARY TO P.O. Bo: 1220 10031 SR 532, Suite B ACCOMMODATE INSTALLATION OF ACCESSIBLE ACCESSORIES AND EQUIPMENT. Stanwood, FIg.404.2.2 5 www.desigWA 98292 nsnw.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 3 Approach Door Side Perpendicular to Doorway Parallel to Doorway (beyond latch 1 6. INSULATE HOT WATER PIPES AND DRAIN PIPES UNDER LAVATORIES AND SINKS TO r c Direction unless noted) International Symbol of CONFORM TO ACCESSIBILITY REQUIREMENTS OF THIS CODE. From front Pull 60 inches (1525 mm) 18 inches (455 mm) architecture resource collaborative From front Push 48 inches 1220 mm 0 inches 0 mm 3 Accessibility 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK TO COMPLY WITH THESE CDII I I From hinge side Pull 60 inches (1525 mm) 36 inches (915 mm) STANDARDS AND DETAILS SHOWN, AS WELL AS WITH CURRENT STATE AND LOCAL a= � From hinge side Pull 54 inches (1370 mm) 42 inches (1065 mm) ACCESSIBLE SYMBOL ACCESSIBILITY STANDARDS. 119 MAIN ST, STE #200 N n From hinge side Push 42 inches 1065 mm' 22 inches 560 mm 38° 2 1 SEATTLE, WA 98104-2579 From latch side Pull 148 inches (1220 mm)2 24 inches (610 mm) SCALE: N.T.S. II (206) 322-3322 I From latch side Push 42 inches (1065 mm)2 24 inches (610 mm) :l 'Add 6 inches (150 mm) if closer and latch provided. 3Add 12 inches (305 mm) beyond latch if closer and latch provided. 0 min r 2Add 6 inches (150 mm) if doserprovided. 4Beyond hinge side. r \^Ir7�% 6 525 1220 V r_________7 ------ *If ���� R RED 18 min 18 min I I I `If both closer and latch are provided i i 18 min 455 455 a i Em I ------ cm 445 ��7"NT E w - - r- - � i s5j ,8 min I I o ro r I c un 445 I I ro I I l I Fig. 604.5.3 -- -J I E I I s o I i I l ---------- ---- 12 min' I I E N X> 8 1 f I ) l c I Swing -up Grab Bar for Water Closet a- 305 l l � l ------ -- 205 i l O I n c co 0max 4 to 4.8 perimeter 750 430-ems --- - ------ Pull (a)(a)(a) Circular J I D " A. N 100 - 120 o fs�„� �;, (a) Front Approach, Pull Side (b) FrartApprwcl4 Fig. 305.3 I I Push side Size of Clear Floor Space I >�RE OF WR'l 14M 11/ FIB• saran 1 r 60 min p L- - - - - � 2 roe clearance -- 1525 30 min 324 51 251 x i�------------- cg 6 1305n o i------- ---� 780 SPORTS E r % �� v{ i E (a) Forward N L =cn Eo x05 i m cN r---- E 2� j- L L_ J E N i E o 36 min { r 42 min , 24 min - $ 4:E i t1 9min ll R 915 ; , ; 610 E $COURT o 11/2min N I 1 ---------- -----------J------� $" I loll, 00 38 �k L 36 min I 23525 84TH AVE W. 0') (a) Circular (b) (c) (c) Hinge Approach, Pull Side (d) HirgeApproadh, Pull Side f- I 12 min 915 12 min L LU EDMONDS, WA 98026 Noneireular 25 max ' If both closer and latch are provided 305 305 2M Q ass 48 min (1220) if both closer and latch provided (c) If "':, (b) Push Side, Door Provided Fig. 609.2 Fig. Grab 2ro 12 fill *54 min (1370) if -- is provided Push Side with Both Closer and Latch (b) T-shaped (b) Parallel O � 0 Size of Grab Bars Spacing of Grab Bars Elevvation Pier, _____ ___ i Fig.404.2.3.4 Fig. 304.3 Fig. 305.5 Z Fig. 306.3 r /A� I < Maneuvering Clearance at Recessed Doors Size of Turning Space Position of Clear Floor Space Knee Clearance • l V 22 min O 24 min g p p O ACCESSIBLE GRAB BARS ACCESSIBLE LAVATORY ���� �°� 810 ACCESSIBLE RECESSED DOORS WHEELCHAIR SPACE DIAGRAMS = Z o I LLI 52 12 SCALE: N.T.S. 42 SCALE: N.T.S. J SCALE: N.T.S.S2 SCALE: N.T.S. UU (a) Hlnps Approach, (1) latch Approach, Pull Side J Other fedures not allowed rL Push Side 4 max _ _ _ within this area 100 � I Z LU U) F-- , I � LU C%le c X Lim t+ }1 I 60" l No EN x l w w ll I a � - i L J V (g) Latch Approach, 48 min is pro O I i Push Side if closer is provided 36 min coM 2 L- --1 /13� $N LO 915 x (a) Forward Approach N 60 min 16 - 18 Fig. 404.2.3.1 00 17 max 1525 405-455 Maneuvering Clearance at Manual Swinging Doors � to Fig. 604.3 _ _ c� Co � 430 Size of Clearance for Water Closet i x n en Fig. 302.2 x �E S A ) E „� Carpet on Floor Surfaces �~ X x CONFORMED ,,� c 12 min I l sFi 3D5 l S E T ® I Eo l Fig. _________-J s predominant direction oft ¢ Section 6a9.3 i E g p Limits of Protruding Objects 60 min (a) (b) i i v 1525 Wall Hung Type Stali Type N l ; o (b) Parallel Approach Fig.605.2 17-190 ISSUE DATE: JUNE 09, 2023 430-485 l------------1 ----------- $ Fig. 305.7 Height of Urinals .1 Maneuvering Clearance in an Alcove 180-230 180-230 (a) (b) perpendicular to REVISION SCHEDULE 7-9 7-9 long dimension (a) Below Grab Bar (b) Above Grab Bar Front Approach Side Approach direction of travel 4 max 4 maX Fig.404.2.3.3 100 100 # Date Description 1 ACCESSIBLE URINALS ACCESSIBLE TOILET Maneuvering Clearance atDoonvayswithoutDoors E� 2 01-25-2023 PERMIT RESUBM. 53 43 112,3aX (a) m - SCALE: N.T.S. SCALE: N.T.S. 4 max 4 max Fig. 302.3 100 100 ��---- Openings in Floor Surfaces r� C � 1 1/4 max t - 6.4 60 min ' `� 4 max 4 max �,1r5 Fc Q r 100 100 E e� v t�� 60 min x > 12 E c4f x > 305 42 min 42 min 36 min 36 min 1525. Fig. 303.2 $ 1065 1065 915 915 14" IN. � Carpet on Floor Surfaces x>12 x> 30305 X < 48 X < 48 RECEIVED 1/4 a 1220 1220 0 (b) 6.4 2 112 CONTENTS: May o 1 13 (b) (a) (b) CITY OF EDMONDS o w 1s0 Degree Tum 180 MVree Turn NT RVICES O _ Fig. 307.3 (Excopaon) ADA D ETA T w W W Q t/a Post -Mounted Protruding Objects Q Q=mF Q�UU I 6.4 Fig.403.5.1 LLJ _O < Q O _ -- Clear Width at Turn O O D- O i 1525 (a} s10 t2zo eta SPORTS COURT DEFERRED SUBMITTAL W m � X i 60 min �♦ Unrest 48 min 24 me t Z O O F- (n d7� ~O ENco FIN. FLOOR 6.4-13 2 E� c SCALE: 1 i EmOD0 A v v DRAWN: CS, RB o N x x l N ism EV CHECKED: PRC, KW TOILET TOILET SEAT PAPER TOWEL SANITARY SOAP MIRROR FIKE URINAL I I A PROJECT NO: 2021031.00 TISSUE COVER DISPENSER NAPKIN DISPENSER EXTINGUISHER (N DISPENSERS DISPENSER DISP. Fig.303.3 Fig.307.4 Fig. 404.2.5 Fig. 403.5 te eveled Changes in Level ed Vertical essibACCESSIBLTEDoDIOeries ORS BACCESSIBLE PATH OFucTRAVErLCe WHEELCHAClear IwRofReOIUTE DIAGRAMS SHEET: ACCESSIBLE MOUNTING HEIGHTS 54 SCALE: NTS 34 SCALE: N.T.S. 24 SCALE: N.T.S. 4 SCALE: N.T.S. Tlm8 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS loll loll lo, MECHANICAU ELECTRICAL MECHANICAL RO ELECTRICAL ROOM LL L L.L _I o ELECTRICAL / MECHANICAL ROOM SIGNAGE 'I 'I MAXIMUM P 00 ME." L51 EXIT U/tNf�I7SuE-X1�0J1, CD d:•'•. PROVIDE BRAILLE OCC. LOAD, RESTROOM SIGNS & EXIT ACCESS SIGNS (FOR AREAS OTHER THAN RESTROOMS) PER WAC 51-50 ACCESSIBLE SIGNAGE TO BE CENTERED 60" FROM FINISH FLOOR ON LATCH SIDE OF DOOR. CHARACTERS AND SYMBOLS SHALL HAVE A HIGH CONTRAST WITH THEIR BACKGROUND. SIGN SHALL HAVE WHITE CHARACTERS, SYMBOLS, BRAILLE AND LETTERS ON A BLUE BACKGROUND ACCESSIBLE SIGNAGE Fig. 308.2.1 Unobstructed Forward Reach �o E N co N v 255 Fig. 308.3.1 Unobstructed Side Reach (a) (b) SCALE: NTS �>510 635X Fig. 308.2.2 Obstructed High Forward Reach to 4- - to 255 (a) 255 - 610 (b) Fig. 308.3.2 Obstructed High Side Reach ACCESSIBLE REACH RANGES C3 N 04 SCALE: N.T.S. 45• 18 min 455 I I ---�-q J centered on tactile characters 18 min 455 Fig. 703.3.11 Location of Tactile Signs at Doors Note: For Braille mounting height see Section 703.4.5 Fig. 703.3.10 Height of Tactile Characters above Floor or Ground ACCESSIBLE ROOM SIGN SCALE: N.T.S. MEN •e • • Fig. 703.5 Pictogram Field ACCESSIBLE RESTROOM SIGN Distance between Distance between dots In adjacent cells dots in the same call Single Braille cell Distance between O /� O\, dots in the same cell • O • O O I Distance between O 00 I I j10 O f corresponding dots from ---'� one cell directly below r Blank cell space �--- • O C) O between words i. }� Raised dot Dot diameter 0 1001 O • O (` 0 9", O t O No raised dot Fig. 703.4.3 Braille Measurement Table 703.4.3- Braille Dimensions Measurement range Minimum In Inches Maximum in Inches Dot base diameter 0.059 1.5 mm to 0.063 1.6 mm Distance between two dots in the same cell 0.090 (2.3 mm) to 0.100 (2.5 mm) Distance between corresponding dots in adjacent cells' 0.241 (6.1 mm) to 0.300 (7.6 mm) Dot height 1 0.025 0.6 mm to 0.037 0.9 mrra Distance between correspondin dots from are cell direct below 0.395 (10.0 mm) to 0.400 (102 mm) Measured center to carder Fig. 703.4.4 Position of Braille Table 703.2.4-Visual Character Height SCALE: N.T.S. Fig. 703.3.5 Character Height Height above Floor to Baseline of Horizontal Viewing Distance Minimum Character Heigh[ Character Less than 6 feet (1830 mm) '/ Inch (16 mm) 6 feet (1830 mm) and greater '/, inch (16 mm), plus '/, inch (3.2 mm) per foot (305 mm) of viewing 40 Inches (1015 mm) to less than or equal to 70 inches (1780 mm) distance above 6 feet 1830 mm Greater than 70 Inches (1780 mm) to less than or equal to 120 inches (3050 mm) Less than 15 feet (4570 mm) 2 Inches (61 mm 15 feet (4670 mm) and greater 2 inches (51 mm), plus '/, Inch (3.2 mm) per foot (306 mm) of viewing distance above 15 feet 4570 mm Less than 21 feet (6400 MIT 3 inches (76 mm feet (6400 mm) and greater F 3 inches (76 mm), plus '/, Inch (3.2 mm) per foot (305 mm) of viewing Greater than 120 inches (3050 mm) distance above 21 feet (6400 mm) ACCESSIBLE BRAILLE / LETTERS REFER TO DETAIL /-- FOR FURTHER INFORMATION SCALE: N.T.S. 5 max 15 mi 125 380 I I e I L_ (a) Forward Approach (a) Elevation r I I I ---------------- I G ER I I I I I L 17-25 430 - 035 Phil FIg. 306.2 Toe Clearance 31/2 max 8 min 89 205 r-----� I L S tt E� E� i 9min 25 max I--- I 11 min 835 280 (b) Parallel Approach (a) (b) Elevation Plan Fig. 602.5 Fig. 306.3 Drinking Fountain Spout Location Knee Clearance ACCESSIBLE DRINKING FOUNTAIN SCALE: N.T.S. 1.8 - 2.4 41 - 61 N m I 1 eo 0 0 e 50% - 65% C 0 r base diameter 0 O Y - I(j O O O 0 ,�- 0 O O O 23 - 36 (a) Plan (b) Elevation (Enlarged) TRUNCATED DOMES SIDEWALK WARNING DEVICES (PROVIDE PER LOCAL ORDINANCES / STANDARDS) SCALE: N.T.S. GENERAL ACCESSIBILITY NOTES: NOTES: O 1. ONE, OF EVERY SIX ACCESSIBLE PARKING STALLS 1. REFER TO CIVIL AND ARCHITECTURAL SITE PLANS FOR FURTHER INFORMATION ON 0 0 PROVIDED, SHALL BE DESIGNED SITE IMPROVEMENTS, ADJACENT FLATWORK AND ADJACENT GRADES TO THE BUILDING. 0 0 Q 0 AND INSTALLED AS A "VAN" ACCESSIBLE BARRIER FREE 2. REFER TO FLOOR PLANS, DOOR SCHEDULE AND TYPES, WINDOW TYPES, AND PARKING STALL. [IBC 1106.51 EXTERIOR ELEVATIONS FOR FURTHER INFORMATION. 2. CAR PARKING SPACES o 0 SHALL BE 96" MIN. IN WIDTH AND H D G I I R S U C Y T T I I 0 0 L 132 min L 96 min VAN PARKING SPACES SHALL BE REQUIREMENTS OF THE IBC W/ WASHINGTON STATE AMENDMENTS AND ICC ANSI At 17.1 >L 3350 2440 132" MIN. WIDTH W/ AN 2009. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ACCESSIBLE PLUMBING FIXTURES, Fig 5022 ADJACENT 60" WIDE ACCESS E R O A E O E, P H A L, E / R SS, A E I E A Vehicle Parking Space Size AISLE. [ICC/ANSI Al 17.1 502.1, COMPLY WITH THIS CODE. THESE DETAILS ARE SHOWN FOR THE CONTRACTOR'S access aisle serving access aisle serving 502.2, 502.3 & 502.41 CONVENIENCE AND DOES NOT LIMIT OR RESTRICT THEIR APPLICATION. car parking spaces van parking spaces 3. ACCESS AISLES SHALL 0 0 EXTEND THE FULL LENGTH OF 0 0 0 THE PARKING STALL AND SHALL 4. CONTRACTOR TO PROVIDE SOLID BLOCKING IN WALLS/ CEILINGS AS NECESSARY TO 0 tl BE MARKED SO AS TO ACCOMMODATE INSTALLATION OF ACCESSIBLE ACCESSORIES AND EQUIPMENT. DISCOURAGE PARKING IN THEM. �© arse 0 aree 0 [ CC/ANSI Al 17.1 502.4.41 5. RESTROOM ACCESSORIES TO BE SURFACE MOUNTED. MOUNT DISCHARGE AND marked s marked Q 4. THE IDENTIFICATION SIGN AT CONTROLS AS SHOWN FOR ACCESSIBILITY AND INSTALL PER MANUFACTURER Q 0 Q Q 0 0 Q THE HEAD OF THE BARRIER RECOMMENDATIONS. 0 FREE PARKING STALL MUST NOT a ] BE LESS THAN 5'-0" ABOVE THE 6. INSULATE HOT WATER PIPES AND DRAIN PIPES UNDER LAVATORIES AND SINKS TO mi so2i PARKING SURFACE. [ICC/ANSI CONFORM TO ACCESSIBILITY REQUIREMENTS OF THIS CODE. Al 17.1 502.71 Fig.502.4 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK TO COMPLY WITH THESE Parking Space Access Aisle STANDARDS AND DETAILS SHOWN, AS WELL AS WITH CURRENT STATE AND LOCAL ACCESSIBLE PARKING ACCESSIBILITY STANDARDS. SCALE: N.T.S. 12" PAINTED METAL SIGN - WHITE LETTERS AND INTERNATIONAL SYMBOL OF ACCESSIBILITY ON BLUE BACKGROUND WORDED "STATE DISABLED PARKING PERMIT REQUIRED" ATTACH TO WALL OR ATTACH TO SIGN POST (5'-0" MIN. FROM B.O. SIGN TO PARKING SURFACE) 2" DIAM. GALV. STEEL SIGN POST, CAPPED & PAINTED (WHERE OCCURS) STATE DISAIBLED "VAN ACCESSIBLE" SIGN AS APPLICABLE - ATTACH TO WALL OR ATTACH TO SIGN PARKING PERM POST (5--0" MIN. FROM B.O. SIGN TO PARKING SURFACE) REQUIRED, NOTES: 1. AREA OF SIGN TO BE A MIN. OF 70 SO. INCHES. 2. IDENTIFICATION SIGN TO BE CENTERED o AT THE HEAD OF THE ACCESSIBLE PARKING C VAN ACCESSIBLE STALL AND AS SHOWN ON THE ARCHITECTURAL SITE PLAN. 3, SIGN TO MEET THE REQUIREMENTS OF IBC 1110.1 & ICC/ANSI Al 17.1 SECTION 502.7. 4. ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED WITH A SIGN WITH THE MIN. HEIGHT OF 60 INCHES TO THE BOTTOM OF THE SIGN. [ICC/ANSI 117.1-20031 ACCESSIBLE PARKING SIGNAGE SCALE: 1"=V-0" (N.T.S.) aojoining surface maximum slope 201 1 12 curb ramp maximum slope Fig. 406.2 Counter Slope of Surfaces Adjacent to Curb Ramps flared sides 1:10 Max slope Fig. 406.3 Sides of Curb Ramps (a) (b) Fig. 406.10 Diagonal Curb Ramps L l Cut -through at Island 36 min 915 min Curb Ramp at Island Fig. 406.11 Islands ACCESSIBLE CURB RAMPS SCALE: N.T.S. SPORTS COURT - HOUSING HOPE ELC FIELD APARTMENTS 23525 84TH AVE. W, EDMONDS, WA 98026 APN 00576700002508 AREA OF SPORTS COURT FILL/GRADE & MODULAR DEMOLITION PERMITS. PROPOSED SPORTS COURT TO BE LOCATED AT EXISTING EDMONDS LUTHERAN CHURCH 3.05- ACRE SITE, AND USED BY RESIDENTS OF AFFORDABLE MULTIFAMILY (HOUSING HOPE ELC FIELD APARTMENTS) UNDER RECORDED EASEMENT 202307250056. FIg. 505.10.1 Top and Bottom Handrall Extensions at Ramps 12 min 12 min am 305 x<4 x<100 (e) Extended surface (b) Curb or Merrier Fig. 405.9 Ramp Edge Protection 60 min 60 min 1525 1525 landing rump run landing at least as wide as ramp run (a) ACCESSIBLE RAMPS 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 w w.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 SPORTS COURT 23525 84TH AVE W. EDMONDS, WA 98026 o M W >Q Z 0 Q Z° W w IJ 2 3:W Itt_ Lim FM LU lNNll VQ fL.I_ U) N0 00 (N L0 00 CONFORMED SET ISSUE DATE: JUNE 09, 2023 REVISION SCHEDULE # Date Description 2 01-25-2023 PERMIT RESUBM. RECEIVED CONTENTS: May CITY OF EDMONDS ADA D ETAXXT TVICES SPORTS COURT DEFERRED SUBMITTAL 60 min SCALE: 1525 DRAWN: CS, RB landing E CHECKED: PRC, KW $ PROJECT NO: 2021031.00 ramp rn (b) SCALE: N.T.S. SHEET: T1 9 ■ CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS