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APPROVED ENG PLN RESUB1 BLD2024-0559+Demolition_Plan+7.24.2024_3.36.51_PM+4399618SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. Ln O Un N U CDwl O = O _ I-- U) M o w N o0� z co QJ 00 5 FT TEMPORARY I CONSTRUCTION EASEMENT FOR WALL CONSTRUCTION AFN: PENDING CD T Nz� CD CD CD J cn CD �� (0(D ;zco OWN O w co Z J N QCO CY) N�� c::) W �z� Oz o Q T- CO Ln oCIA Z N Q CO Ln Z Ow CD>co Op W = co Y Lj A O 06 N O Zly M a_ 00 Q HOUSING HOPE - LC FIELD APARTMENTS CONSTRUCTION DRAWINGS SLOPE EASEMENT AFN: PENDING APN:00576700002700 ET AL PARK EDMONDS APT LLC 8123 236TH ST SW I / I I Ir Y 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 SHEET NO. SHEET DESCRIPTION 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 C1.0 COVER SHEET C1.1 DEMOLITION & SWPP PLAN C1.2 SWPP NOTES & DETAILS C2.0 STORM DRAINAGE PLAN C2.1 STORM NOTES & DETAILS C2.2 STORM PROFILES & DETAILS C2.3 BIOFILTER DETAILS C2.4 ROOF & FOOTING DRAIN COLLECTOR PLAN C3.0 GRADING & PAVING PLAN C3.1 FRONTAGE PLAN C3.2 PARKING LAYOUT PLAN C4.0 CITY OF EDMONDS STANDARD DETAILS C4.1 CITY OF EDMONDS STANDARD DETAILS W1.0 SEWER & WATER COVER W1.1 SEWER PLAN & PROFILE W1.2 WATER PLAN W1.3 WATER PROFILES W1.4 OLYMPIC VIEW STANDARD DETAILS W1.5 OLYMPIC VIEW STANDARD DETAILS W1.6 OLYMPIC VIEW STANDARD DETAILS IMPERVIOUS SURFACE AREA CALCULATIONS NEW IMPERVIOUS: 55,500 SF PAVING: 23,400 SF SPORT COURT: 2,400SF CONCRETE WALK/COURTYARD: 11,700 SF BUILDINGS: 16,150 SF CITY R.O.W. 1,850 SF REPLACED IMPERVIOUS: 0 SFS NEW PLUS REPLACED: 55,500 SF TOTAL DISTURBED AREA: 65,350 SF SITE INFORMATION VERTICAL DATUM NAVD 88 GEOID 12 ESTABLISHED BY GPS OWNER/APPLICANT BRYCE LEVIN HOUSING HOPE 5830 EVERGREEN WAY EVERETT, WA 98203 (425) 322-3723 brycelevin@housinghope.org ARCHITECT DESIGNS NORTHWEST ARCHITECTS 10031 SR 532, SUITE B STANWOOD, WA 98292 (360) 629-3441 CIVIL ENGINEER DAVID HARMSEN, PE HARMSEN, LLC 125 EAST MAIN STREET, SUITE 104 P.O. BOX 516 MONROE, WA 98272 (360) 794-7811 davidh@harmsenllc.com LAND SUVEYOR RICHARD CARPENTER HARMSEN, LLC 125 EAST MAIN STREET, SUITE 104 MONROE, WA 98272 (360) 794-7811 rinkc@harmsenllc.com TAX PARCEL 00576700002614 SITE ADDRESS 8215 236TH ST SW EDMONDS, WA PROPERTY SIZE (TOTAL) 1.35 AC SEWER DISTRICT OLYMPIC VIEW WATER & SEWER DISTRICT WATER DISTRICT OLYMPIC VIEW WATER & SEWER DISTRICT STORM CITY OF EDMONDS NATURAL GAS PSE POWER PUD CABLE ZIPLY PHONE ZIPLY PROPOSED EASEMENT I AFN: PENDING I I CULVERT 6" PVC N 0m] I I I IE=455.01 CD DEMO EX. CULVERT. INSTALL NEW PIPE PER / STORM PLANS cn o / vi F / t as j EXISTING CHURCH I I / BUILDING NOT A I ( PART CD 3 / B L D2024-0559 I o % cl) 3: SPORTS COURT -HOUSING HOPE ELC IELD A ARTMENTS co 23525 84TH AVE. W, EDMONDS, WA 980 6 I APPROVED FOR CONSTRUCTION APN 00576700002508 I CITY OF EDMONDS AREA OF SPORTS COURT FILL/GRADE & MODU AR DEMOLITION PERMITS. PROPOSED I SPORTS COURT TO BE LOCATED AT EXI DMONDS LUTHERAN CHURCH 3.05- I ENGINEERING DIVISION ACRE SITE, AND USED BY RESIDENT OF -AFFORDABLE MULTIFAMILY (HOUSING HOPE DATE: APPROVED AS NOTED ELC FIELD APARTMENTS) UNDER RECORDED EASEMENT 202307250056. All U/4At*",jt 08/21 /2024 vv BY: CITY ENGINEERING DIVISION SPORTS COURT 23525 84TH AVE W. EDMONDS, WA 98026 REVISIONS co co r O M LO W 0 , V7 , � M O � O W It- M 00 O O O > to Z Q W cj) LL Uj _O W A-F- N H W W CC N F- r- cn 04 00 Z (3) C LO G LO X W NOO W m CC �O 04 ra EN TON�ti w P tti z � -] �I W LL JcnccnnQ H W Z LU W W = o c=n 0 m 0 LU = 04 > C�aTw v za o = RESUB Jul 24 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. SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. FILTER FABRIC FENCE PER CITY APN:00576700002700 ET AL / EXISTING NEIGHBORS OF EDMONDS DETAIL ER-900 (BMP PARK EDMONDS APT LLC I / �c,� FENCE TO REMAIN C233). NOTE, FILTER FENCE 8123 236TH ST SW DISCHARGE PER SHALL NOT BE ATTACHED TO SILT FENCE DIVIDER 12" SDR 35 PER ❑ STORM PLAN PERIMETER FENCE. QPER POILx v it NG DETAIL 2 PER DETAIL STORM PLAN (�- as DESIGN GRADI A Y CATCH LINE - �p -4g3 °' o ------------------ ---- -----�--- --------- \---- --------- ____ - - - -_-__- ------\--�_-- ---- 3 64' .S 00'Z4'59% ♦ ♦ice! ♦\O O ♦j p ♦i F0 ♦i O ♦� ♦ �� j ---------------- -- -- 2 O . . ., P O ,,--��---- --------_ - _O - ------21-----"-----�`----- __. _�� - -RI-- I I, / I ' TEMPORARY CULVERT IN J n jl SWALE FOR ACCESS, TYP -- - ' TEMPORARY SEDIMENT TP-3 I / \ 1 POND PER BMP'Q241 I 1 N Q' cn Q �' r i / ---- II G) O w F- 2 ?,�--_ !' ;' ---- ------------------------------ ' i /------�-----__ T TP-1°� _ / ---- _--__ J / r� H I i \ ------------------------------- -------------------------------1-------------------------- -- ------------------------------------ --- ----- \ Li I �� 1 _-------------------- / / l ;I Lnc� 1 I t _ __ ___ __ ______________ /------------------------ - l - l - /-� CD LLi�,�.,. N -` -- -i r s_�J_i_ nnn ��Or --' �!�y 1 UJ I'Icn xs �^v , � z M I I I I / // O / a_ J pp '' / / TP-2 NEW BUI G LU N UILDIN( `� W TEMPORARY - - - - - - - - - FFE n nn I ' I I I - - ; INTERCEPTOR SWALEF- 11 PER BMP C200 �/� ; II I i11 b , I I I I, /A IL 1 ' I r+� I ' it l ' C1.2 G�1) co V,I Ir / I N - - - - - - - - ---- ------- -- i / �- _-� - ---- ---.� r------ - r----------- - - i G)I / - 1 1 I I--------i / r-- 1�---1 --� - 4-------------1 I- coCD Z U1 p m F- O J Off= 'O z N oW cD z J Q0 CO CLEARING LIMITS, TYPICAL PER BMP C101 & C103 co o W OO z cn �Q� �2� IN LO ( N O 06 00 z N a_ `o I,- O oz� w CD w= O J I Y CD N O CO z O co Q 00 I ❑ U) - - - - - - - - ` nrL-J,n -s r r - - APN:00576700002614_ • '-D- ' ' ' -0- ' 'TEMPORARY ~ 'I ❑ I TP-6 II II I II fl I ; / ' I. _ �� LJL� JLJ � I � DMONDS LUTHERAN CHURCH ,' 2 TB #2 __ J E .458.2 , -'r _ C1.2 _ NTE�tC OR SWALE ILL! I II � � r-<` 1 r � r L V 9 - - rr = \ - _ LO Iri I ' I 00 , i'/ ¢ NEW BUILDING00 / FFE 460.00 ' NEW BUILDING FIFE 460.00 MULTIFAMILY ; TEMPORARY CONSTRUCTION I T `cn J NOT A PART TRANCE PER BMP C105 & CITY l ; TEMPORARY STOCKPILE ; ; ¢ EDMONDS DETAIL ER-901 I \ LOCATION -COVER PER I I " \ BMP C123 ' II ' ' -4 O ( II I I PROTECT STING SEWER / ,n a DURI ONSTRUCTION -- V - _----------------- / -------ASEMENT r--�r-*---.--�--rr--y , j --- -------- \�, \� ------------ /---------� TP-5-------------- AFN201906 89654 1-------- I ) L, 1 1 u .1 L- I / AFN201910�04664' - - - - -- �------------ -- ---- ---- ----I --- ---- / ` - - - - - - - - - - - - - - - - - - - - - - - - N ' I II 1 - \- - L II IL � �-- -3i-- -3i-- �� - n� /n� 6�-- -6i-- -bi-- ni--- 3-� - T ��•�rt� 3i----3i-- P ,/ ♦♦ ♦ ,i `♦ ,i i♦ ,I � I II I Uji. „ 2 „' „' I - JOB SHACK „ --/--- _ _ �R- ` '�/- "11232.94� - 11 --- --/- - -�-+ ~I I \ .SS /i' // C y ✓ p n( " `` ``` ,y/ ` ' J `/ // SS SS S S \ / SS s SS S SS SS - - / MODULAR - TO BE REMOVED TO AN OFFSITE TEMPORARY OR �( PERMANENT LOCATION, FOR FUTURE RE -USE BY NEW OWNER TBD. REMOVAL AND HAUL -OFF ROUTE TO BE DETERMINED AND CONFIRMED BY CONTRACTOR / VENDOR. HAUL -ROUTE TO BE ON - SITE OF CHURCH PARCEL, UTILIZE EXISTING CHURCH DRIVEWAY(S). / I ER-900 (BHP C233) I I I I I I I- II / M/I _ _ _ _ _ _ _; REMOVE CONCRETE WALK AND PORTABLE OFFICE I C. c MH RIM=460.82 O ' \ c: CONTRACTOR OPERATIONS I� $ PVN,S & W IE453.57 - - - - - 1 cn c, I PAD, SURFACE WITH BASE N 00°22'08" E 19 5 _(( / COARSE GRAVEL PER BMP C107 CB RIM=459.51 `j �3/ 18" CMP S IE=455.77 \ I � - .. _ PLANTER C PLANTER i CB RIM=458.53 / 18" CMP N IE=455.38 Q2 N 00-22'08" E 301.58-/ K TEMPORARY INLET 6" PVC (VERT) IE=456.58 / fL_- _ _ _ _ -_ - _- K PROTECTION PER CITY OF I I \ FILTER FABRIC FENCE PER EDMONDS DETAIL ER-902 I CITY OF EDMONDS DETAIL TEMPORARY INLET / I ¢ PROTECTION PER CITY OF EDMONDS DETAIL ER-902 3: CULVERT 6" PVC N W I E=455.01 DEMO EX. CULVERT. INSTALL NEW PIPE PER STORM PLANS K EXISTING CHURCH / ' I BUILDING NOT A / �- _ I I �----------� PART F // ' _--_---_---- f LEGEND L_ ------------- I C I (CLEARING LIMITS, TYPICAL PER BMP �o C101 & C103 (D w / Sir PING CONTAINER z z / REVIOULSY REMOVED, NO = z 1 / LONGER ONSITE. U' I I � W ORTS COURT - HOUSING HOPE ELC FIELD APARTME TS W a23525 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. APPROVED BY PLANNING Julul 2 POWER POLE TO BE RELOCATED BY OTHERS UNDER SEPARATE PERMIT EXISTING POWER POLE TO BE RELOCATED CHAINLINK SECURITY FENCING PER CONTRACTOR. PROVIDE GATE AT ENTRANCE CB RIM=458.21 12"CONC. E & W IE=450.33 a TEMPORARY INLET PROTECTION PER CITY OF EDMONDS DETAIL ER-902 ❑ SSMH RIM=458.27 8"PVC E & W IE=450.33 E OUTLET PLUGGED I CHAINLINK SECURITY FENCING PER CONTRACTOR. PROVIDE GATE AT ENTRANCE C, / / TEMPORARY INLET PROTECTION PER CITY OF / EDMONDS DETAIL ER-902 CB RIM=457.91 12"CONC E & W IE=451.86 SSMH RIM=457.72 8"PVC N,E & W IE=448.70 EXISTING POWER POLE TO BE RELOCATED I In POWER POLE TO BE RELOCATED BY OTHERS UNDER SEPARATE PERMIT ❑ E CHAINLINK SECURITY FENCING w AT PERIMETER OF SITE PER m CONTRACTOR. J_ o m co❑ BENCHMARKS: TBM #1: PK NAIL SET @ NW CORNER OF NORTH PARKING LOT FOR CHURCH ON PARCEL NO. 0057670002508, 62' EAST OF SE CORNER OF RAISED BED PLANTERS AREA, ELEV=459.33' TBM #2: NORTH RIM OF SEWER MANHOLE, 20' WEST OF CENTERLINE OF GRAVEL DRIVEWAY ENTRANCE TO SITE ELEV=458.29' STABILIZATION NOTES 0 20 40 Feet BASIS OF BEARING: SOUTH LINE OF NE QUARTER OF SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST BEARS NORTH 55'55'50" WEST PER CITY OF EDMONDS LOT LINE ADJUSTMENT PLN2018-0027 - AFN: 201809215002 TEMPORARY OSTABILIZE FUTURE PAVED AREAS WITH CRUSHED ROCK PER PAVING SECTION OSTABILIZE ALL FUTURE LANDSCAPE AREAS WITH SEEDING & 4" STRAW MULCH. TEMPORARY SEED MIX: ANNUAL RYEGRASS, (LOLIUM MULTIFLORUM) APPLICATION RATE: 7-10 LBS PER 1000 SQ FT OR 300 LBS PER ACRE PERMANENT OSTABILIZE PAVED AREAS WITH ASPHALT 1 PAVING PER PAVING SECTION OSTABILIZE PERVIOUS AREAS WITH 2 LANDSCAPING AND/OR HYDROSEED PER 2019 SWMMWW BMP T.5.13 VERTICAL DATUM NAVD 88 GEOID 12 ESTABLISHED BY GPS CONSTRUCTION SEQUENCE NOTES 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT MyBuildingPermit.com" AND THE EMAIL engineeringpermits@edmondswa.gov. TWO DAY (48 HR) NOTICE IS REQUIRED. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 3. CALL FOR UTILITY LOCATES. 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 6. DEMOLISH EXISTING STRUCTURES 7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 8. CLEAR, GRUB & ROUGH GRADE SITE. COMPOST AMEND AND REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW 9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE PER CITY OF EDMONDS DETAIL SD-642. 11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. 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). FOUND MONUMENT IN CASE TRANSFORMER PAD X GROUND SHOT TO BE DEMOLISHED • PROPOSED SSCO ■ PROPOSED SDCB-TYPE 1 O• FOUND IRON PIPE AS NOTED o MAILBOX FENCE LINE smnrt CLEARING LIMITS • PROPOSED SSMH ■' PROPOSED SDCB-TYPE 2 X X � O FOUND REBAR AS NOTED F-1 SIGN POST c GAS LINE (BMP C101 & C103) N PROPOSED VALVE@ PROPOSED BIOFILTER ED FOUND PLAT MONUMENT (TSEWER MANHOLE P x x POWER LINE FILTER FABRIC FENCE # PROPOSED FIRE HYDRANT _SD- PROPOSED SEWER LINE PER CITY OF EDMONDS JIIII BENCH MARK ❑ T TELEPHONE PEDESTAL UP POWER LINE (U.G.) DETAIL ER-900 (BMP C233) 1 PROPOSED AIR VAC - ss- PROPOSED SEWER LINE CONTROL POINT z JUNCTION BOX SS SEWER LINE O TEMPORARY INLET '�--I PROPOSED BEND - W- PROPOSED WATER LINE 0 CATCH BASIN POWER POLE W/ U.G. FEED - SD DRAIN LINE PROTECTION PROTECTION PER CITY PROPOSED TEE TP-1 TEST PIT DMONSTORM OF S DETAIL WATER VALVE -0- POWER POLE - T TELEPHONE LINE ER-902 (BHP C220) 6M PROPOSED METER W GAS VALVE FIRE HYDRANT TELEPHONE LINE SWALE PROPOSED RPBA G UT (U.G.) (BMP C 00)OR O- �LUMINAIRE Ell WATER METER W WATER LINE TREE TO BE REMOVED PROPOSED SDCO BLD2024-0559 MODULAR REMOVAL / SPORTS COURT NOTES: 1. FILTER SOCKS TO BE ADDED TO ANY CATCH BASINS DOWNSTREM FROM THE PROJECT AREA, PER CITY STANDARD DETAIL ER-902. 2. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2022 SWMMWW BMP T.5.13. 3. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION. 4. ANY DAMAGE TO ROAD OR FRONTAGE IMPROVEMENTS SHALL BE RESTORD TO CITY OF EDMONDS STANDARDS AS DETERMINED BY THE CITY ENGINEERING INSPECTOR. 5. (E) SANITARY SIDE SEWER LINE SERVING MODULAR TO BE DISCONNECTED, CUT AND CAPPED AT THE PROPERTY LINE. COORDINATE THE DISCONNECTION WORK WITH THE SEWER DISTRICT (OLYMPIC VIEW WATER & SEWER DISTRICT). 6. (E) WATER LINE SERVING MODULAR TO BE DISCONNECTED AT THE WATER SERVICE LINE WITHIN THE CHURCH PROPERTY. COORDINATE THE DISCONNECTION WORK WITH THE WATER PURVEYOR (OLYMPIC VIEW WATER & SEWER DISTRICT). 7. ANY OTHER (E) UTILITIES SERVING MODULAR (POWER, CABLE, TELECOM.) TO BE DISCONNECTED AND CAPPED. COORDINATE THE DISCONNECTION WORK WITH THE UTILTITY SERVICE PROVIDER. APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED All t#44t*t..t,:u 08/21 /2024 vv BY: CITY ENGINEERING DIVISION UNPUBLISHED WORK COPYRIGHT© 2023 BY HARMSEN &ASSOCIATES INC. I J Q > O 2 w w W F- 06 W F- 2 J O z Q w J U LLu LLI O SPORTS LULL COURTc\j_ _cq 23525 84TH AVE W. 00 co EDMONDS, WA 98026 N a REVISIONS V, V, r O M � W 0 oL,c�rn , � M In W �mO M O O m o > oOco Z � W LL Li o T W N I- W W CC N I- r- cn N 00 Z rn Q m Q LO X W NOOK Q W Ir N O Z ra EN TON w �. w P PRo��S�' �I I.IJ Q � J IL J � c Q a w W �� cn cn a F °a 0 In N 0 O = Q r p H w C�aN z_a00 0 � p = RESUB Jul 24 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 I P:\WORK\PROJECTS\2021\21-208 HOUSING HOPE EDMONDS\CE\DWG\SHEETS\C1.0 DEMO SWPPP.DWG 8/14/2023 SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM 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 1 8" FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS - n WIRE MESH FENCE TO SUPPORT FILTER FABRIC BURY BOTTOM OF FILTER MATERIAL 8" TO 12" 6' MAX NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS ACTIVITY. BEFORE OTHER WORK CAN BEGIN �LVISIUN DAI L T',CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018 FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAIL St 1g9� APPROVED BY: R. ENGLISH ER -goo. .r%_-=CITY OF EDMONDS PUBLIC WORKS ` DEPARTMENT FS t . 1890 CATCH BASIN GRATE FILTER SOCK WITH OVER FLOW HOLES (TYP) CATCH BASIN NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD DETAIL ER-902 LLS A TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: 0 THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE_ 4_ INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS' < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 *PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN E REVISION DAT STABILIZED CONSTRUCTION JANUARY 2018 ,` CITY OF EDMONDS ENTRANCE �" PUBLIC WORKS STANDARD DEPARTMENT DETAIL FS t . 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 12" TEMPORARY CMP RISER E- 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 6" IE 450.28 MIN ELEV 450.28 12" OUTLET PIPE, DISCHARGE ALTERNATIVELY, METAL STAKES AND WIRE MAY BE USED TO PREVENT FLOTATION STAINLESS STEEL BAND AND GASKET COUPLER CONC. BASE \I ELEV 449.28 RISER DIA M N � � 1.37" �I DEWATERING w UJ ORIFICE Q LU CONTRACTOR TO KEEP THE RISER ,ten 0 ASSEMBLY FREE OF EXCESSIVE FINES TO ENSURE FLOW. TEMPORARY POND RISER SCALE: NONE WIRE BACKED SILT FENCE STAKED HAYBALES WRAPPED WITH FILTER FABRIC OR EQUIVALENT DIVIDER SET IN MIDDLE OF POND GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: - CURRENT INTERNATIONAL BUILDING CODE (IBC) - CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - 2019 WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL ASBUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES Revised 05.15.2017 LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (i.e. HEAVY EQUIPMENT, STOCKPILING). 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 18"\\ �\/ 12" MIN TEMPORARY INTERCEPTOR SWALE SCALE: NONE 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 1. SLOPES LESS THAN 5%, VEGETATION LINED; 2. SLOPE BETWEEN 5% & 9% VEGETATION OR ROCK LINED QUARRY SPALLS AS DEFINED IN SECTION 9-13.6 OF THE WSDOT/AWPA SPECIFICATIONS 3. DITCHES WITH SLOPES IN EXCESS OF 9% SHALL BE PLACED IN CLOSED CONVEYANCE SYSTEM UNLESS ALTERNATIVE ENGINEERED DESIGN IS APPROVED BLD2024-0559 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED BY: All t#44 '.rt+t u 08/21 /2024 VV CITY ENGINEERING DIVISION SPORTS COURT 23525 84TH AVE W. EDMONDS, WA 98026 REVISIONS V, V, r O M I n om W 0 , , � M In O � O W ^ M 00 Z W O O O \ O O ID Z Q W LL O T LU cn H W W CC N F- r- cn 04 00 Z (3) Q m Q � In X W NOO W m CC Z I 04 r0 EN TON''-y w J W LL J_ cn a J ccnn a w WZ�� o LU LU F_ cn 0 c") O aLc) Z a N W a Z 00 a cn = RESUB Jul 24 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.