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APPROVED PLN ENG BLD2023-0685+Civil_Plan+6.7.2023_4.28.56_PM+3595647LEGAL DESCRIPTION LOT 4, BRACKETT'S RESERVE, ACCORDING THE THE PLAT THEREOF RECORDED UNDER RECORDING NUMBER ____--------- RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE /N THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON BASIS OF BEARINGS HELD A BEARING OF NORTH 8945'00" EAST ALONG THE MONUMENTED CENTERLINE OF 240TH ST SW PER PLAT OF EDMUNDS HIGHLANDS. HORIZONTAL DATUM NAD '83/'07 PER SNOHOMISH COUNTY MONUMENT DESIGNATION 1379 AT THE SOUTHWEST CORNER OF SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M VERTICAL DATUM NAVD '88 AS VERIFIED TO SNOHOMISH COUNTY CONTROL POINT 25. BENCH MARK SNOHOMISH COUNTY CONTROL POINT 25 FOUND INVERTED NAIL /N CONCRETE MONUMENT DOWN 1.0' IN CASE AT THE CENTERLINE OF 236TH ST SW AT THE INTERSECTION WI TH 92ND A VE W. ELEVA TION. 442. 74' IBM A' AT FOUND X' IN 1-112- BRASS DISK STAMPED -WSI 16 916 - IN 4'X4" CONCRETE MONUMENT DOWN 0.4' IN CASE LOCATED AT THE INTERSECTION OF 240TH ST SW & 92ND AVE W. ELEVA TION: 429.50' IBM B' AT FOUND X' IN 1 3/4- BRASS DISK /N 4'X4- CONCRETE MONUMENT DOWN 0.3' IN CASE LOCATED AT THE CENTERLINE RIGHT-OF-WAY FOR 240TH ST SW, SOUTH OF HOUSE NO. 9019. ELEVA TION. 455. 40' APPROVED BY PLANNING Jul 24 2023 A separate permit is required for all fencing. Zone RS-8 Corner N Flag N Setbacks: Required Actual Street 15' W > 15' Side 5' N = 5' Side 5' S = 5' Rear 10, E > 10' Height 25' 2211- 103/811 ------------ ITILITY NOTE '_L NEW UTILITIES ARE REQUIRED TO BE INSTALLED UNDERGROUND. CONSTRUCTION NOTE °PLICANT SHALL REPAIR/REPLACE ALL DAMAGE TO UTILITIES OR FRONTAGE IMPROVEMENT; ' CITY RIGHT—OF—WAY PER C/TY STANDARDS THAT IS CAUSED OR OCCURS DURING THE ERMI TTED PROJECT. EASEMENT NOTE '_L EASEMENTS SHOWN ON THESE PLANS WILL BE RECORDED W/ TH THE PLAT. ELECTRIC VEHICLE CHARGING STATION NOTE THE VEHICLE PARKING SPACE WITHIN THE GARAGE SHALL BE ELECTRIC VEHICLE READY. THE GARAGE SHALL INCLUDE A FULL Y— WIRED CIRCUIT WITH LEVEL H OR LEVEL III (PER ECDC 1 Z 115) ELECTRICAL VEHICLE CHARGING RECEPTACLE OUTLET OR TERMINATION POINT, INCLUDING CONDUIT AND WIRING AND THE ELECTRICAL SERVICE CAPACITY (208 V140 AMP MINIMUM) NECESSARY TO SERVE THE RECEPTABLE, THAT ALLOWS FOR FUTURE INSTALLATION OF AN ELECTRICAL VEHICLE CHARGING STATION. SE1/4, SEC 31, TWP 27N, RGE 4E, W.M. BRA CKETTffS RESERVE -LOT 4 SITE DEVELOPMENT PLANS II I I II I I I I II ►I I I I I I I II I I I I II II I I I I I I I I I I I I I I II I I I I I II EDMONDS II SCHOOL II DISTRICT 15 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \ II SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM I BLOCK 12 HA BURY'S SOUND VIEW TRAC�S V. 7 / PG,20 LOT 5 I LOT 4 VILLAGER TRACT 999 REC. NO. 8112285001 OPEN SPACE I o 5 0 I FIRE HYDRANT (TO BE INSTALLED AS PART OF BRACKET'S RESERVE) SJRVE 13�j _N8945'00'E 100.00' 4 4,600 SF N8945'00'E 100.00' I I I u I d TRACT 998 EDMUNDS HIGHLANDS REC. NO, 200404125344 EXISTINGIR \ \ I I I \ HYDRANT EXISTING \\ �I -e IeeL------ FIRE HYDRANT \ II I I 1v J m - - _`1m � I I L __J — — — — — _---�\ /—� /�--- o--------� ---- TBM B' — — — / IBM A' _0 0 240TH ST SW \ i \ ELEV.=429.50' (PUBLIC) 4 VICINITY MAP NOT TO SCALE SCALE. 1" = 30' 0 15 30 60 PROJECT TEAM OWNER/APPLICANT LANDSCAPE PACIFIC RIDGE - DRH, LLC CRAMER DESIGN CONSULTANTS, INC. 17921 BOTHELL-EVERETT HWY,, SUITE 100 1909 242ND ST SE BOTHELL, WA 98012 BOTHELL, WA 98012 (425) 939-1162 (425) 241-6258 CONTACT. JEFF WEGENER CONTACT.- GAYLE CRAMER JLWEGENER@PACIFICRIDGEHOMES.COM CDCLSAOFRONTIER.COM CIVIL ENGINEER GEOTECHN/CAL RAM ENGINEERING, INC. EARTH SOLUTIONS NW, LLC 16531 13TH AVE W, SUITE A 108 1805 136 TH PL NE, SUITE 201 L YNNWOOD, WA 98037 BELLEVUE, WA 98005 (425) 578-6950 (425) 284-3300 CONTACT. ROB L. LONG, PE CONTACT.- HENRY WRIGHT, PE ROBL@RAMENG/NEERING/NC. COM HENRY. WR/GHTOEARTHSOLUTIONSNW. COM SURVEYOR AXIS SURVEY & MAPPING 15241 NE 90TH ST REDMOND, WA 98052 (425) 823-5700 CONTACT.- TRAVIS BRADLEY, PLS IRA VIS@AXISMAP. COM SITE DA TA SITE ADDRESS. 23905 91 ST PL W, EDMONDS, WA 98026 TAX ACCOUNT NUMBER(S): 00463301300400, 00463301300301, 00463301300303, 00463JO120040J AGENCIES/UTILITIES JURISDICTION CITY OF EDMONDS STORM DISTRICT CITY OF EDMONDS WATER DISTRICT OLYMPIC VIEW WATER & SEWER DISTRICT SEWER DISTRICT OLYMPIC VIEW WATER & SEWER DISTRICT SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT NO. 15 FIRE DISTRICT SNOHOMISH COUNTY FIRE DISTRICT NO. 1 TELEPHONE Z/PLEY ELECTRICAL SNOHOMISH COUNTY PUD NO. 1 GAS PSE GARBAGE REPUBLIC SERVICE SHEET INDEX SITE DEVELOPMENT PLANS RECEIVED Jun 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 2 TP-01 SITE DEVELOPMENT PLAN 3 GN-01 GENERAL NOTES & DETAILS RETAINING WALL PLANS (TO BE CONSTRUCTED AS PART OF BRACKETTS RESERVE PLAT - PLN2021-0037) W1 LOCK & LOAD WALL DESIGNS & NOTES W2 MODULAR BLOCK WALL DESIGN & NOTES W3 ROCKERY DESIGNS & NOTES Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. BLD2023-0685 i Know whays below. Callbefore you dig. ELD2023-0685 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED MY W a",,au 07/21 /2023 VV BY CITY ENGINEERING DIVISION RAM ENGINEERING, INC. Civil Engineering / Land Planning 19109 36TH AVE W, SUITE 100 LYNNWOOD, WA 98036 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM )`I: m :.'E Ma g`� L. OY WASV �Q<S Sao 36508 CL! ISTEg�'9 �S'SI�NAL ENGINEER. ROB L. LONG, PE DRA WN B K MIKE MORRIS ISSUE DA TE.• SCALE.• 61212J AS NOTED JOB NO: 20-024 SHEET: CV-01 SHT I OF 3 � I c� I III I �I I III ---J � III 3 I � III I II l FI I I I 4.7 v i III m o ALL PUBLIC ROAD IMPROVEMENTS III & UTILITY STUBS SHALL BE CONSTRUCTED/INSTALLED AS i III o PART OF BRACKETT'S RESERVq I 0 I = n PLAT (PLN2021-0037) I III I �4.4 � I I III I I III I I � ICI I I I �yAr� III I �10' P IVATEDAIiNAGE EASC ENT TO ENEFI T II LOTS3, 4& --IT _= -- ---------J I INSTALL D 2' X 2' DR WITH /4" TO -1/2" DRAIN +_- ROCK FOR FOO NG DRAIN - - - - - - - - - - - - ON 2 MIN DE TH) 4 7f �I F --------- i III 'CROWI 120' R � II III 1' 11 I III I I I III I I I ' II I III I I Ia I I I I I �al ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE BUILDING HEIGHT CALCULATIONS (AOG) SPOT ELEVA TIONS FOR HEIGHT CALCULATIONS.• ELEVA 710N A: 463.48 ELEVA 77ON B. 457.31 ELEVA TION C. 458.97 ELEVA TION D: 464.38 TO TAL: = 1, 843.931, 844.14 AVERAGE ORIGINAL GRADE (AOG,) = 460.98 461.04 FINISHED FLOOR = 457.30 ROOF A T RIDGE = 483.91 ALLOWABLE BUILDING HEIGHT = 485.98 486.04 PER CITY OF EDMONDS (460.98 + 25 FT) DA TUM REFERENCE NOTE.• SEE SHEET CV-01 (SHEET 1) FOR BENCHMARK LOCA TION & DESCRIPTION. LOT COVERAGE *TOTAL NET PROJECT AREA: 89,190 SF *ALLOWABLE COVERAGE (35%): 31,217 SF COVERAGE ALLOCATED TO EACH LOT 2,838 SF (31,217 SF/11 LOTS) LOT 4 ONLY ACTUAL LOT COVERAGE. 2,044 SF (HOUSE, COVERED DECK & GARAGE) *THIS LOT IS PART OF A CONSERVATION PLAT (BRACKETT'S RESERVE PLN2021-0037). WHERE LOT COVERAGE IS CALCULATED BASED ON THE TOTAL NET PROJECT AREA ACROSS THE PARENT LOT. SE1/4, SEC 31, TWP 27N, RGE 4E, W.M. SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM I I I INSPECTION REQUIRED I • PRIOR TO BACK FILL I SCALE: 1" = 10' 0 5 10 20 I ALL EXPOSED SURFACES TO BE COVERED WITHIN 2 DAYS 10' JOINT UTILI TY EASEMENT CONSTRUCT STABILIZED TEMPORARY CONSTRUCTION ENTRANCE PER CITY • OF EDMONDS STD DWG NO ER-901 (SEE DETAIL ON SHT GN-Ol) XX f I G DRY UTILITIES r N89 45'00' E 100.00' i I � OFF -G -G -� IZ ��al 12"-18" ROOF EAVE (SEE NOTE THIS SHEET) GARAGE a I FF 455.80 I� PVC SIDE SEWER OVWSD SEWER SYSTEM @' 2.09 MIN SLOPE CONNECT TO SS STUB a ' 12 I �I lE 451.Ot 4 4,600 SF 15r PROPOSED HOUSE SSCO LOWER FF 457.30 lE 454.0f _ a 4" PVC FOOTING DRAIN TIGHTL/NE ® 1. 09 MIN SDC D /- lE 45 4.Of II 4" PVC ROOF DRAIN N89 45 T/GHTL/NE ® 1.07 MIN. CONNECT-RLSQ .STUB lE 452.0E INSTALL 1-1/2" PE (160 PSI) SERVICE LINE FROM WATER METER TO HOUSE. TRACER WIRE TO BE INSTALLED WITH WATER LINE. (1 " WATER SERVICE & METER TO BE INSTALLED AS PART OF BRACKETT'S I RESERVE PLAT.) OVWSD WATER SYSTEM FOOTING DRAINS NOT TO BE TIED INTO DETENTION SYSTEM SFR APPROVED TO DISCHARGE UP TO 2800 SQFT OF HARD SURFACE TO PLAT DETENTION SYSTEM IMPERVIOUS AREAS LOT 4 HOUSE+COVERED D/W, PATIO, PORCH, WALK 2,291 SF (ROOF LINE) UNCOVERED PATIO AND WALK 130 SF UNCOVERED DRIVEWAY 406 SF TOTAL = 2,827 SF STORMWATER CONTROL SUMMARY PROJECT S1 TE CA TEGOR K CA TEGORY 2 DISCHARGE LOCATION: ONSI TE INFIL TRA TION TYPE OF AREA LOT 4 ONLY SQUARE FOOTAGE STORM WA TER FACILITY LA WN AND LANDSCAPE 1, 800 SF SOIL AMENDMENTS ROOFS 2,291 SF INFIL TRA TION TRENCH HARD SURFACES 25% RET TOFI T 536 SF 0 SF INFIL TRA TION TRENCH N.A. PROJECT CLASS/FICA TION PROJECT CLASSIFICA T10N: CA TEGORY 2 EDMONDS WATERSHED BASIN: EDMONDS WAY FLOW CONTROL STANDARD: DETENTION VAULT (MR 7 FLOW CONTROL) STORMWA TER BMPS, • POST CONSTRUCTION SOIL AMENDMENT (T5.13) 100.00 • L FILTER FABRIC FENCE PE� CITY OF EDMONDS STD DWG NO. ER-900 • (SEE DETAIL ON SHT GN-Ol) INSTALL FOUNDATION FOOTING DRAIN ALONG BUILDING PERIMETER FOOTINGS ?1:1 PER FOOTING DRAIN DETAIL BY EARTH SOLUTIONS NW ON SHEET GN-01 • Frontage improvements per PLN2021-0037 shall be completed prior to construction final of new SFR. TOP 455.8 TOE 454.3 I ALL ROCKERIES ARE TO BE CONSTRUCTED PART OF BRACKETT'S RESERVE PLAT CONSTRUCTION (PLN2021-0037) ---- APPROVED LANDSCAPING LOCATION (TYP) 0o SEE LANDSCAPE PLAN APPROVED AS PART OF PLAT BRACKET'S RESERVE PLAT (PLN2021-0037) t 0 0 2 ACCEPTABLE TIGHTLINE MATERIAL: SDR 35 SCH 40 N-12 F810 HANCOR UTILITY SEPARATION REQUIREMENTS WA TER • 18" MINIMUM COVER FOR WATER SERVICES • 3' MINIMUM HORIZONTAL SEPARATION BETWEEN WATER SERVICES AND ALL OTHER UTILITIES, EXCEPT SANITARY SEWER. • 10' HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND WATER MAINS OR SERVICES. • 12" MINIMUM VERTICAL SEPARATION, FOR PERPENDICULAR CROSSINGS, BETWEEN WATER MAINS OR SERVICES AND ALL OTHER UTILITIES, EXCEPT SANITARY SEWER. SANITARY SEWER • 2' MINIMUM COVER FOR SIDE SEWERS & LATERALS • 5' MINIMUM HORIZONTAL SEPARATION BETWEEN SANI TAR Y SEWER AND ALL OTHER UTILITIES, EXCEPT WATER. • 10' HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND WATER MAINS OR SERVICES. • 12" MINIMUM VERTICAL SEPARATION, FOR PERPENDICULAR CROSSINGS, BETWEEN SANITARY SEWER AND ALL OTHER UTILITIES, EXCEPT WATER. • 18" MINIMUM VERTICAL SEPARATION BETWEEN WATER AND SEWER; SEWER LAID BELOW WATER. STORM • 2' MINIMUM COVER FOR STORM SYSTEMS, UNLESS DUCTILE IRON PIPE IS USED. • 5' MINIMUM HORIZONTAL SEPARATION BETWEEN STORM AND ALL OTHER UTILITIES. OUTSIDE AGENCY UTLI TIES • 36" MINIMUM COVER FOR JOINT GAS, ELECTRIC, TELEPHONE, CABLE TV SERVICE AND CONDUCTORS. • 36" MINIMUM COVER FOR A PRIMARY DISTRIBUTION SYSTEM. TESC INSTALLATION / MAINTENANCE NOTES 1. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, EDMONDS STANDARD DETAILS, AND THE SWPPP. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND ADJUSTMENTS TO TESC MEASURES AS NEEDED. 2. CATCH BASIN INLET PROTECTION SHALL BE INSERTED AND MAINTAINED ON ALL CATCH BASINS CONSTRUCTED AS PART OF PLAT AND ALL EXISTING CATCH BASINS W17HIN 500 FEET OF THE CONSTRUCTION AREA. J. ADDITIONAL FILTER FABRIC FENCING SHALL BE ADDED AS NEEDED. FENCING TO BE INSTALLED PER CITY OF EDMONDS STD DETAIL ER-900 (SEE DETAIL ON SHT GN-01). 4. STOCKPILE SHALL TO STABILIZED BY PLASTIC COVERING. THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEP TEMBER 30). 5. ALL DISTURBED SOILS WILL BE COMPOST AMENDED PER CITY OF EDMONDS STD DETAIL SD-642. (SEE DETAIL ON SHT GN-01). TESC NOTES 1. ESC MINIMUM REQUIREMENT -CONSTRUCTION ACCESS ROUT, CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK TO M/N/MIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 2. ESC MINIMUM REQUIREMENT -STABILIZATION OF EXPOSED AREAS. ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND MAINTAINED /N ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30). J. ESC MINIMUM REQUIREMENT -PROTECTION OF ADJACENT PROPERTIES. ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMPS. 4. ESC MINIMUM REQUIREMENT- MAINTENANCE. ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH THE MANUAL. 5. ESC MINIMUM REQUIREMENT -OTHER BMPS. AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMPS TO MITIGATE THE EFFECTS OF INCREASED RUNOFF SHALL BE APPLIED. 6. EROSION AND SEDIMENT CONTROL REQUIREMENT- UNDERGROUND UTILITY CONSTRUCTION. THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE FOLLOWING.- 0. EROSION CONTROL FOR EXCAVATED AND STOCKPILED MATERIALS; b. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES; C. TRENCH DEWATER/NG SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT PONDS, OR OTHER ACCEPTABLE MEANS); d. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING; e. DAILY CLEANUP AND STREET MAINTENANCE. 7. ADDITIONAL ESC MINIMUM REQUIREMENTS FOR LARGER DEVELOPMENTS. ALL NEW DEVELOPMENT AND REDEVELOPMENT THAT INCLUDED LAND DISTURBING ACTIVITIES OF GREATER THEN, OR EQUAL TO, ONE ACRE IN ADDITION TO MEETING THE MINIMUM REQUIREMENTS SET FORTH ABOVE SHALL COMPLY WITH ESC REQUIREMENTS LISTED BELOW. 8. ESC MINIMUM REQUIREMENT- DELINEATE CLEARING AND EASEMENT LIMITS. IN THE FIELD, MARK CLEARING LIMITS AND/OR ANY EASEMENTS, SETBACKS, SENSITIVE/CRITICAL AREAS AND THE BUFFERS, TREES AND DRAINAGE COURSES 9. ESC MINIMUM REQUIREMENT -SEDIMENT TRAPPING. PRIOR TO LEAVING THE SITE, STORM WATER RUNOFF SHALL PASS THROUGH A SEDIMENT POND OR SEDIMENT TRAP, OR OTHER APPROPRIATE BMPS. SEDIMENT PONDS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER BMPS INTENDED TO TRAP SEDIMENT ON -SITE SHALL BE CONSTRUCTED AS A FIRST STEP /N GRADING. THESE BMPS SHALL BE FUNCTIONAL BEFORE LAND DISTURBING ACTI VI TIES TAKE PLACE. EARTHEN STRUCTURES, SUCH AS DAMS, DIKES, AND DIVERSIONS SHALL BE SEEDED AND MULCHED ACCORDING TO AN APPROVED TIMETABLE. 10. ESC MINIMUM REQUIREMENT -CUT AND FILL SLOPES CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. IN ADDITION, SLOPES SHALL BE STABILIZED IN ACCORDANCE WITH ESC REQUIREMENT NO. 2. 11. ESC MINIMUM REQUIREMENT -CONTROLLING OFF -SITE EROSION. PROPERTIES AND WATER WAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY, AND PEAK FLOW RATE OF STORM WATER RUNOFF FROM THE PROJECT SITE. 12. ESC MINIMUM REQUIREMENT -STABILIZATION OF TEMPORARY CONVEYANCE CHANNELS AND OUTLETS ALL TEMPORARY ON -SITE CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED AND STABILIZED TO PREVENT EROSION FROM THE EXPECTED VELOCITY OF FLOW FROM A TWO-YEAR, 24-HOUR FREQUENCY STORM FOR THE DEVELOPED CONDITION. STABILIZATION ADEQUATE TO PREVENT EROSION OF OUTLETS, ADJACENT STREAM BANKS, SLOPES AND DOWNSTREAM REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL CONVEYANCE SYSTEMS. 13. ESC MINIMUM REQUIREMENT -STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 14. ESC MINIMUM REQUIREMENT -REMOVAL OF TEMPORARY BMPS. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL AREAS RESULTING FROM REMOVAL SHALL BE PERMANENTLY STABILIZED. 15. EROSION AND SEDIMENT CONTROL REQUIREMENT-DEWATER/NG CONSTRUCTION SITES. DEWATER/NG SYSTEMS SHALL DISCHARGE INTO A SEDIMENT TRAP OR SEDIMENT POND. 16. EROSION AND SEDIMENT CONTROL REQUIREMENT -CONTROL OF POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION SITES. ALL POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORM WATER. 17. EROSION AND SEDIMENT CONTROL REQUIREMENT -FINANCIAL LIABILITY. PERFORMANCE BONDING, OR OTHER APPROPRIATE FINANCIAL INSTRUMENTS, SHALL BE REQUIRED FOR ALL PROJECTS TO ENSURE COMPLIANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN. [ORD. 3013 1, 1995].. ALL SHORT PLAT IMPROVEMENTS SHALL BE COMPLETED PRIOR TO FINAL APPROVAL OF THE SINGLE FAMILY RESIDENCE, UNLESS APPROVED OTHERWISE BY THE CITY'S ENGINEERING DIVISION. BUILDING EAVE NOTE ROOF EAVES FOR THIS BUILDING ARE 12"-18" TYPICAL. SEE ARCH/ TECTUAL PLANS FOR DETAILED DIMENSIONS. EAVES MAY PROJECT NO MORE THAN 30" INTO REQUIRED BUILDING SETBACKS. GRADING QUANTITIES CUT. 1100 CU YDS FILL: f 100 CU YDS 1) GRADING QUANTITIES INCLUDE ADDITIONAL CUT AND FILL QUANTITIES POTENTIALLY NEEDED FOR ORGANIC SOIL AMENDMENTS IN ACCORDANCE WITH BMP T5.13 POST CONSTRUCTION SOILS QUALITY AND DEPTH. 2) GRADING QUANTITIES HAVE BEEN ESTIMATED AS SHOWN ABOVE. SITE IMPORT AND EXPORT IS BELOW 10,000 CY AND THUS NO HAUL ROUTE AGREEMENT IS REQUIRED. Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. I Know whays below. Call before you dig. RECEIVED Jun 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ELD2023-0685 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED Jd,I W a",,au 07/21 /2023 VV BY CITY ENGINEERING DIVISION RAM ENGINEERING, INC. Civil Engineering / Land Planning 19109 36TH AVE W, SUITE 100 LYNNWOOD, WA 98036 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM .m � OY WASH 36508 CL! ISTEgY'9 \SSIO>\re t ENGINEER. ROB L. LONG, PE DRA WN B K MIKE MORRIS ISSUE DA TE. • SCALE.• 61212J AS NOTED JOB NO: 20-024 SHEET SP-0 1 SHT 2 OF 3 2" x 2" WOOD/STEEL FILTER FABRIC SECURED - TO 2" x 2" 14 GA WIRE FABRIC EQUAL 0 I N NATIVE BACKFILL MATERIAL 8" FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS Mi WIRE MESH FENCE o TO SUPPORT FILTER I FABRIC N 771 \\/10 BURY BOTTOM OF FILTER N 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 - REVISION DATE FILTER FABRIC FENCE JANUARY 2018 CITY OF EDMONDS FILTRATION SYSTEMS STANDARD PUBLIC WORKS DEPARTMENT DETAIL \s } g E R - 9 00 APPROVED BY: R. ENGLISH Lv z J BUILDING BUILDING 1 w CLEANOUT NOT D_ z TO EXCEED 3FT 10 - FROM CLEANOUT WITH 45' a - FOUNDATION BEND AND CAP ---, Uli ,--GENERAL CLEANOUT----..: NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE W/ CAP & LAMPHOLE COVER) 12 LAMPHOLE COVER w TO MATCH EXISTING a C '�' GRADE z D- 12" PVC SLEEVE 6" RISER " WYE AND 45• BEND _ 6" DISTRICT STUB 4" OR 6" SIDE SEWER r12" CLEANOUT DETAIL AT ASPHALT SURFACE PROPERTY LINE & BUILDING LAMPHOLE COVER 6" RISER 12" PVC SLEEVE PVC CAP. REMOVE NOTE: GASKET PRIOR TO INSTALLATION. SIDE SEWER JOINTS SHALL BE TYPICAL CLEANOUT GASKETED UNDER ASPHALT OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL OLYMPIC VIEW SEWER CLEANOUT DETAIL DATE SCALE DWG NO. 11 /18/21 NTS S-3 SCHEDULE ALL 141�SPEC 3o�STWPo2GNMRB E D�N'G�ERMMIT-COM -LS a TH IN DE FULL WIDTH 3RES5/EGRESS DETAIL NOTES: O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/Oft 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 s p g 9d APPROVED BY: R. ENGLISH E R- 9 01 UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) (SEE NOTE 1) AREAS (SEE NOTE 1) UNDISTURBED NATIVE VEGETATION UNDISTURBED NATIVE SOIL PLANTING BEDS 2" ORGANIC MULCH UNDISTURBED TURF/LAWN/LANDSCAPE UNDISTURBED NATIVE SOIL STEEP SLOPE NOTE: AMENDED SOILS SHOULD NOT BE INSTALLED ON FINISHED SLOPES EXCEEDING 33%. AREAS EXCEEDING 33% SHALL BE STABILIZED PER THE TURF (LAWN) AREAS ENGINEER/GEOTECH OF RECORD. �III�! HII�Ih�fIk�I�l[tal�ll 01 GRASS: SEED OR SOD L I 3" OF COMPOST -� II1II T TI1T1 I 11 T=1EII Tr="III1ITI 1,75" OF COMPOST INCORPORATED INCORPORATED INTO 5" OF SITE SOIL (TOTAL AMENDED I�IIIII�II�II-III I II I i iI I III -II I �11II�II�I�II=ill I I I I€ I III I II I I �IdE= 1N70 6.25 OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5", FOR A DEPTH OF 9.5", FORA SETTLED DEPTH OF 8") I _ -11�T=III III III I�IIII II T�II-T_=III=T_ I Il�lrll II�II II SETTLED DEPTH OF 8") I�Ilbll ITI III " ILL�LL I��I-lllll I �I I I -I 11�TT-1 I I II�II II III; III IIII SUBSOIL SCARIFIED 4" BELOW 1 ` a �IIi` \ III _ SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) �T� _' / (12" BELOW SOIL SURFACE) OPTION 2 AMEND IN PLACE OR STOCKPILE AND AMEND GENERAL NOTES: PLANTING BEDS TURF (LAWN) AREAS 1. AREAS OF NO DISTURBANCE 2" ORGANIC /� hII GRASS: SEED SHALL AND NG VEGETATBIONFANDEDSOIL SHALTTI BE MULCH ��/�� 0" OR SOD PROTECTED FROM CONSTRUCTION ILIII�`�TIII1f11III=III I l i\III1 I I\III\III\II I\I lI11I11I11I11I1=III III1 1 11 I I\I I I� I I\III\I I I IMPACTS. 6" IMPORTED I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 111111111 1111111111111111 1 111111 ----- I I I-1 I L1 I I-1 I I-1 l i-1 I I-1I I l lllllllllllllllll illllllll_I ----- 6" IMPORTED 2. TO MEASURE SETTLED DEPTH, WATER SOIL SUFFICIENTLY TO TOPSOIL MIX III -III -III -Ili -III -III- 11=III=III=IIIIIIIII=III =III -III -III -III -III -I TOPSOIL MIX FULLY SATURATE WITHOUT (COMPACTED ITIIIIIIIITIIIIIIIIIIIIIIIIHIIIII-III I=ill=III=IIIIII=III=III (COMPACTED CAUSING EROSION. DEPTH) IIIIIII I IIIIII 6" lil El IHIII� III DEPTH) IHIIITIIIIII iIIITIHIIIII 3. COMPOST SHALL MEET SPEC. REQUIREMENTS IN THE 2017 SUBSOIL IS \\ SUBSOIL IS EDMONDS STORMWATER ADDENDUM (CHECKLIST 7). SCARIFIED 6" �/� % / \/� I /Al SCARIFIED 6" MPORTBELOW OED /\ yIMPORTED 4. COMPACTION OF TOPSOIL (WHERE TOPSOIL MIX'/ / 12" TOPSOIL MIX REQUIRED) TO BE TO 85% (MAX) - I OF THE MAXIMUM DRY DENSITY OPTION 3 IMPORT TOPSOIL PER MODIFIED PROCTOR TEST (ASTM D1557). R POST CONSTRUCTION SOIL P1RL 2021E CITY OF EDMONDS QUALITY AND DEPTH PUBLIC WORKS STANDARD DEPARTMENT DETAIL FS t 113 APPROVED BY: R. ENGLISH S D - 6 42 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 15 ONE-THIRD FULL, 3. CITY INSPECTION REQUIRED ON ALL I EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. _ REVISION DATE CITY OF EDMONDS TEMPORARY JANUARY 2018 SEDIMENT TRAP PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH EIR-902 NOTES: • Do NOT tie roof downspouts t0 Footing Drain. • Surface Seal to consist of 12" of less permeable, suitable soil. Slope away from building. LEGEND: Surface Seal: native soil or other low -permeability material. �•r•r•r•r 1-inch Drain Rock Perforated Rigid Drain Pipe (Surround in Drain Rock) NOTIF SCHEMATIC ONLY - NOT TO SCALE SOUTF NOT A CONSTRUCTION DRAWING DISTR Drwn. MRS Date 06/17/2021 Proj. No. 7610.01 Checked HTW Date June 2021 Plate 4 6" MIN DEPTH SET DEPTH AS REQ D FOR POSITIVE FLOW FROM WALL/HOUSE FOOTING DRAIN filter fabric compacted backfill 6' .I I yOM,•i•;y - ... . `. :.r�s.r_�.z.r: Washed rock 1 %2" - 3/4" 24" -- FOOTING DRAIN DRYWELL TRENCH NOT TO SCALE REPORT TO OVWSD _ i( OVWSD AND COUNTY FIRE CT 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 2012 WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON (AS AMENDED IN DECEMBER 2014) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE J. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBS/TE WHENEVER CONSTRUCTION /S /N 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 /S 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 DRAW/NGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT AR/SE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNERS 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 /N 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 /S 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 /S 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 ARCH/TECTURAL DRAWINGS FOR PER/METER 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 STORMWA TER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 18. ALL ROOF 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 OR INDIVIDUAL DRYWELLS. 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 TO OLYMPIC VIEW WATER & SEWER DISTRICT, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO e25-744 6967 OR 044U 99 T9 iccc vnovi v�cn�innincuin II 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 /N 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 FIN/SHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MIN/MUM 59 SLOPE FOR A MIN/MUM 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 NOTIFY OVWSD &BOUNTY COUNTY FIRE &SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS HYDRANT SHUTOFFS STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILI TIES. 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 32. EXISTING UTILITY LINES /N SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTORS EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNERS REPRESENTATIVE PRIOR TO BACKF/LL/NG. 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 959: COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. 36. WHERE NEW PIPE CLEARS AN EX/STING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM 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. RECEIVED Jun 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT • i Know whaPs below. Call before you dig. ELD2023-0685 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED BY MY Ulatti•.&u 07/21/2023 VV CITY ENGINEERING DIVISION RAM ENGINEERING, INC. Civil Engineering / Land Planning 19109 36TH AVE W, SUITE 100 LYNNWOOD, WA 98036 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM � pF WA d -.138508 CL! �GISTEg�'9 \SSIONTA 1. ROB L. LONG, PE DRAWN BY.• MIKE MORRIS ISSUE DA TE.• SCALE.• 61212J AS NOTED JOB NO: 20-024 SHEET.• GN-01 SHT 3-OF 3