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10625 235TH PL SW.PDFlill 11111111 3929 10625 235TH PL SW ID6zS 23�--M Pu%u � TAX ACCOUNT/PARCEL NUMBER: D DD 2. ` D� _ DO BUILDING PERMIT (NEW STRUCTURE): �2Z I ~ D —[,3 COVENANTS (RECORDED) CRITICAL AREAS: DISCRETIONARY PERMIT DRAINAGE PLAN DATED: PARKING AGREEMENTS DA EASEMENT(S) RECORDED FOR: PERMITS (OTHER): PLANNING DATA CHECKLIST SCALED PLOT PLAN DATED: v t D SEWER LID FEE DETERMINATION: ❑ Conditional Waiver ❑ Study Required ❑ Waiver SHORT PLAT FILE: LOT: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #: SOILS REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: WATER METER TAP CARD DATED: OTHER: LID #: BLOCK: LATEMPOSTsTormAStreet File Checklist doc , ti • 7DATE RECEIVED,,/, �]_*[�- D PERMIT EXPIRES USE ZONE ec 4PERMIT CITY OF EDMONDS - / NUMBE CONSTRUCTION PERMIT APPLICATION JOB SUIT APTfI ADDRESS row z 5l, L OWNER NAME/NAME OF BUSINESS �T NAME/SUBDIVISION NO. LOT N� LID NO. r v�) ; ` .� LID FEE $ MAILING ADDRESS 3 O t! /,{� f I-i � olf k ff !! ! 1� PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP .. TescP roved RW Perm Required 0 �(v L �l Street Use Permit Req'd 0 CITY ZIP TELEPHONE EXISTING PROPOSED CG r•' Inspection Required Sidewalk Required 14101k E] ,1?-.! i J(pj'�y!^j- q0REQUIRED E.r C/[ DEDICATION - FT Underground Wiring required NAME - METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED C7 / 1J �� �. 19 YES NO � � P ADDRESS REMARKS OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE z z �y W CITY, ZIP TELEPHONELir^//���^)'�'���E�?���lfi�cC- NAME / c-7 ici7 �II? !�•+� /, t oM -< 1—611 ENGINEERING /f REVIEWED/DATE ADDR/ES�S U FIRE REVIEWED BY DATE w CITY ZIP7 T�EyLEPHONE�/ i p pLL VARIANCE OR CU SHORELINE OR ADBk INSPECTION RE 'D BOND POSTED STATE LICENSE NUMBER EXPIRATION DATE CHECKED BY 1 J(((�,� jpr�nj ( h j u)LJ' 11 zjM rf ❑YES O 1 W SEPA REVIEW SIGN AREA HEI T C�wPgpPERT_YT�X ACCOUNT $ARCEL � � � � � /7� �(( ''l�i// G EXEMPT ALLOWED PROPOSED ALLOWED PROPOSED UU v EXPMPL`ET/E ,{ 91NEW � RESIDENTIAL LUMBING / MECH LOT COVERAGE ALLOWED PROPOSED REQUIRED SETBACKS (FT.) SIDE REAR PROPOSED SETBACKS (FT.) UR SIDE REAR60MOLIANCE OR ; ..'04 ADDITION COMMERCIAL (; "' OD '`' �//FRONT I - / �'�, �� / 2FRONT I �/ 7.5, r 7'Sr �. i I CHANGE OF USE REM DEL APARTMENT a, SIGN a ARKING; REQ'D PROVIDED LOT AREA PLANNING REVIEWED BY D TE �� .,, FENCE REPAIR CYDS �° ( X FT) REMARKS DEMOLISH a'�, TANK OTHER z Q, RETAINING WALL CARPORT RENEWAL O a ,dgARAGE (TYPE OF USE, BUSS OR ACTIVITY) EXPLAIN: CHECKED BV TYPE OF CONSTRUCTI0 C OCCUPANT GROUP c¢i /,�/.�� NUMBER OF NUMBER OF DWELLING__ CRITICAL cA - AREAS (N� w m SPECIAL INSPECTOR AREA Itj1 '� OCCUPANT 1 O STORIES UNITS NUMBER 0%" f REQUIRED YES i LOAD DESCRIBE WORK TO BE DONE REMARKS z PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REQ'D o HVINI'-L 11, i Af ph - VALUATION FEE PLAN CHECK FEE HW SOURCE GLAZING % LOT SLOPE % BUILDING „- / rj/` © ON-1//`�7 ( I. PLAN CHECK NO: ... I n ! VESTED DATE PLUMBING MECHANICAL THIS PERMIT AUTHORIZES ONLY THE WORK,NOTED. THIS PERMIT COVERS WORK TO t- BE DONE ON PRIVATE PROPERTY ONLY.�ANY CONSTRUCTION ONAHE PUBLIC DOMAIN (CURBS;'SIDEWAI,KS, DRIVEWAYSt,MAROUEES, ETC.) WILL.REOUIRE GRADING/FILL v! J r SEPARATE PERMISSION. .� i STATE SUR H R E cc w PERMIT APPLICATION: 180 DAYS Ara a PERMIT LIMIT: 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS ENG. REVIEW FEES SEE BACK OF PINK PERMIT FOR MORE INFORMATION N APPLICANT -ON BEHALF OF H�S OR.HER $F9U$E, (iEIRS, ASSIGNvS AND $U.CCESORS ENG. INSPECTION FEE t: pry W IN INTEREST, AGREES TO IND,FMNIFY, DEFEND AND HOLD HARMLESS THE 'CITY,OF 'LANDSCAPING ",._. f EDMONDS, WASHINGTON, ITSOFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND ,INSPECTION FEE ' a ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY' RECEIPT , � / -" x FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE PLAN CHECK DEPOSIT DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE ( � = NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.` RECEIPT (� u TOTAL AMOUNT DUE ( f/i I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- CALL This application is not a permit until signed by the TION: AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy: and Fees are paid, and eceipt is acknowledged in space provided. IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION f. WORKMEN'S COMPENSATION. INSURANCE AND RCW 18.2 -- IALS SIGNATURE DATE SIG NATU (OWN+ GENTr bATESI ED ( FC R EASED BY DATE ATTENTION A EXT/°333�S �� IT IS UNLAWFUL TO USE OR OCCUPY BUILDING OR STRUCTURE UNTIL 77.1-0221 A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- ORIGINAL- FILE YELLOW - INSPECTOR CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 FAXI, PINK - OWNER • GOLD - ASSESSOR 5/98 APPROVED BY PLANNI SIG TREET IF{LE • RECEIVE® APR 2 0 2001 NTER D 5 , 116 PI Vp%J0lUu %-)W« I Scale: 1"=20'-0" .\ ao � No�tv TRE E T ❑ lj...—_u_----- __ '� - --�- —ram—.n------�' ----- —c+ —� N 88�9'17' W 81Aa' _- ' 228 4�C 7.5• r e• n • e• 2, DEV APR 2 0 20p� ' l �' OF E-MOIA' S CTH. . T 0 21, zz Ip E Eas N 31 W is I 7-8' I � et•-e' Z18 1a 23 Place Southwest Edge of Pavemen`"ry Proposed Site `4a4 Scale 1'=20•-O' _ p � EXISTING DATUM +221.59' Rim 221.59 Ex. SSMH; NOTICE: No warranty of accuracy. The information shown on the attached map(s) was compiled for use by the City of Edmonds, its Employees and Consultants. The City of Edmonds does not warrant the accuracy of anything set forth on these map(s). Any person or entity requesting a copy should conduct an independent inquiry regarding the information shown on the map(s), including, but not limited to, the location of any sewer stub shown. Such sewer stubs may or may not exist and may or may not exist at the location shown. Neither the City of Edmonds nor its employees or officers shall be liable for the information given on map(s), nor for any one representation provided based upon said map(s). 0 0 CU Q L0 00 L C3 3 w c 0 Cu 0 a 0 U) .o L dI liq POT rxmm, m��mamrn;,,sy s.^aamtexamgsmmx Xk: "3 a Sherwood Village Lot 16 � Lot 17 Lot 18 N 8819' 17" W Found 1/2" Iron P�o� ° v~ `" __. _ _ _. _ _ 0.42' W 8e 0.32' S '`�/ ` � i�.i3 ~ 22t3--- '_..` �3'I 007 .- S. Lot I � Lot 10, 5- S� � � i 1`�,�74.5 S - ' OFF EL= 228.00ARAc z EL=227.00 ! 1 (�1 (IV? 0 0 �,A 91 M.70 t y ,227:7b ..:.. f ' 226.70 -' f -7. - 8.50x L - ^126.3 -' �: . 226.85.�227.25 ,,_...... �' SW 1/4, NW 1/4,. SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST, WM,.- StRS Facei'v 0 DEV APR 2 0 200, . M E! OPMENT SE and 1/2 iron Pis CITM OF EDMONDSS CTR, 38' Ali do 101' S T.L. 2­027 NoTe: xisti'n g Structures are. to be Removed. Robar & r 4 a ` 1 :0 11:::: ........:........... v ............................. r �:' �....................... ...................... . ........................ ................................ . I .......... ..t.. , ` r.... . ...................... ..........................�L........................ ..........�................ ..... ............................�„.............................. ......wM ..� .f ........ W .a.. _ 235-tl-r Place Southwest PORARY EROSION CONTROL PLAN SCALE: 1" = 20' 20 CMS7WTMWM MOW CMW - ::;,.�..::;CTEAR(NG LIMITS:. FILTER FABRIC FENCE/CLEARING LIMITS PER DETAIL ��?... TREE PRESERVATION. SITE DEVELOPMENT IS TO PRESERVE AS MANY TREES AS POSSIBLE. CONSTRUCTION ENTRANCE PER DETAIL €x. SSMH Rim 221,59 IER 0 10 20 40 707.12' CCTV OF EDMONDS NOTES' GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARDS; THE FOLLOWING- SPECIFICATIONS --AND- CODS, AND ALL OTHER APPLICABLE LOCAL, MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: -997 UNIFORM- BUILDING CODE -2000 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION -WASHINGTON- STATE DEPARTMENT OF ECOLOGY STOI WATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TOr W SSDOT STANDARD PLANSFOR ROAD, BM AND MUNICIPAL CONsTRLiM 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE ,OBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS- FROW THESE'PLANS MUST-BE'APPROVE[YBY THE ENGINEEIT' OF RECORD. AND..THE LOCAL GOVERNING. AIITHORLTY_.. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONMONS- ON- ONE SET. OF REPRODUCIBLE DRAWINGS FOR SUBMGTTAL TO- THE OWNER PRIOR TO PROJECT COMPLETION AND ACCEPTANCE. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. T THE LOCATIONS. OF ERGS= UTILITIES AND SITE FEATURES SHM-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. FT IS THE SOLE STY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN" HER€Ot WHICH MAY BE AFFECTED BY THE IMPLELIENTATOR OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING PUNTS BEFORE TRENCHING FOR, NEW UTILITIES: X ENGINEERING- ASSUMES NO RESPONSIBILITY FOR THE. COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION. AND. SHALL COLT ACT. THE UNDERGROUND . UTILITIES.. LOCATING 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. 'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO REU}-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 R STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEUTEOWAL REPORT. 13. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALT: BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL IF SOIL IS' DISIURBOX SOFT; C00Sly WET IF ORGANIC MATERIAL IS PRESENT. AT. SUBGRADE_ ELEVATION,- REMOVE..ANQ REPLACE. WITH.. COMPACTED.. STRUCTURAL FILL PER GEOTECHNICAL REPORT. 14. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDML LANDSCAPED- AREAS. AND. OTHER.. PROPOSED. OR EMSTING.-SITE FEATURES. 15. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATTOIt DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES. THEY ARE NOT TO BE CONNECTED TO THE DETENTION SYSTEM BUT MAY BE CONNECTED TO THE OUTFLOW- SIDE OF THE CONTROL STRUCTURE. . 16.. ALL. REQUIRED.. STORMWATER . FACILITIES. MUST BE. CONSTRUCTED.. AND-. IN. OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 17. ALL ROOF DRAINS, PERMETER FOUNDATION. DRAINS, CATCH BASINS. AND- OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM. 18.. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR NSTALLATKS OF ALL SITE IMPROVEMENTS INDICATED, 09 THESE DRAM. 19. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE MALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITIt APPROPRIATE REQUIREMENTS AND STANDARDS. APnICANT/ MATHEWF L do MEAGAN L HOWtAND 192-37 AURORA AVE N. SHORELINE; WA 98t33 (206) 542-9096 FAX. (2U6) 542-65700 LEGAL DESDWM THE EAST 151 FEET OF THE WEST 454 FEET OF THE NORTH 165 FEET OF THE SOUTH ONE-HALF OF THE SOUTH ONE-HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.; LESS COUNTY ROAD: SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. VERTICAL, DAIW ASIRJMED T.-T RM CIA COVER SHEET, GENERAL NOTES AND ESC PLAN C2.1 DRAINAGE, SEWER AND WATER PLAN C3.1 -SITE IMPROVEMENT PLAN Iwo 840NrKRING 111 MAIN STREETj. SUITE.. 10.6 EDMONDS, WASHINGTQN 98020 PHONE (425) 778-8500 FAX (425) 778-5556 EROSION CONTROL NOTES 20. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER 18.30.050 DEVELOPMENT APPROVAL STANDARDS FOR EROSION AND 9. ESC MINIMUM REQUIREMENT - SEDIMENT TRAPPING. PRIOR TO LEAVING ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE( SEDIMENTATION- CONTROL ESC PLAN. } THE SITE; STORM- WATER RUNOFF - SHALL , ASS - TIiROUGFF� A SEDIMENT COMPLETION OF CONSTRUCTION, SEE EROSION CONTROL PLANS.. FOR. SPECIFIC. A. ESC MINIMUM -REQUIREMENTS. ALL ACTIVITIES NECESSITATING A POND OR SEDIMENT TRAP, OR OTHER APPROPRIATE BMPS. SEDIMENT PONDS AND TRAPS, PERIMETER- DIKES; SEDIMENT AND GRADING AND EROSION CONTROL REQUIREMENTS. CLEARING OR GRADING PERMIT AND ALL UTILITY PROJECTS CONSISTING .BARRIERS, ; OTHER BMPS INTENDED TO TRAP SEDIMENT ON Sin, SHALL BE 21. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL IIMES BY OF MORE Ti tANt SDXJ LINEAL FEET OF TRENCH- EXCAVATION-- SHALL BE CO1STfiUCTED kS k FIRST S%ERIf�t GRADING: 1 BMPS SHALL BE SWEEPING WASHING OF THESE SITEE€TS WILL NOT BE ALLOWED WITME?UT PRIOR REQUIRED TO CONTROL EROSION AND SEDIMENT DURING CONSTRUCTION FUNCIIONAL BEFORE LAND DISTURBING ACTIVITIES :;TAK , PLACE. APPROVAL A0 TOF,PERMANEWTLy.STTABILIZE EXPM SQL RESULUC FRW BE NCOMBINATIiTON EARTHEN" STRUCTURES; SUCH[ AS DAMS,. DIKES,..SHALL D ACCORDING 60. SEEDEDMINIMUM MREQUIREMENT 27. THIS PROjEC I S NOT A BBALANCED' DkRTHWORK PROJECT BOTH EXPORT REQUIRED TO COMPLYCWITH' ANY OFTHE ESC MINSNN 1O ' IMITABLE. - CUT CUT AND"FILL TANO FILL PSf' .WINNER AND. IMPORT OF SOIL AND. M. . MATERIALS. ARE, REQWRE1.. REQUIREMENTS. COMPLIANCE WILL BE DEMONSTRATED THROUGH THE SUES SHALL BE DESIGNED AND CONSTRUCTED IN THAT 23. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED IMPLEMENTATION OF AN APPROVED ESC PLAN. GUIDELINES FOR WILL MINIMIZE EROSION. IN ADDITION, SUES SHALL BE STABILIZED IN CONTOURS OR SPOT ELEVATIONS SHOWN. PREPARING ESC PLANS ARE PROVIDED IN THE MANUAL THE PLAN MUST ADDRESS THE FOLLOWING REQUIREMENTS: ACCORDANCE WITH ESC REQUIREMENT NO. 2. 11. ESC MINIMUM REQUIREMENT - CONTROLLING OFF -SITE EROSION.1-4 o 2& FINISHED.. GRADE SHAH. SLOPE AWAY FROR-BULL M WALLS. AT MINIMUM-. 5x_ PROPERTIES AND WATER WAYS DOWNSTREAM FROM DEVELOPMENT SITES CL �. SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE. SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE 25. CONTRACTOR SHAD_ BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN CONSTRUCTION VEHICLE ACCESS SHALL BE,.. WHENEVER PRACTICAL,.. LIMITED TO ONE ROUTE, ACCESS POINTS SHALL BE STABILIZED WITH VOLUME,. VELOCITY;, AND PEAK FLOW RATE OF STORM WATER RUNOFF FROM THE PROJECT SITE. A . SHORING- AND BRACING A-S- NECESSARY TO, PROTECT WORKERS, FISTING (MARRY. SPALLS _OR .CRUSHED ROCK. TO . MINIMIZE. THE. TRACKING.. OF 12_ ESC. MINIMUM REQUIREMENT. - STAB12ATHR OF TEMPORARY. BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO A CONVEYANCE CHANNELS AND OUTLETS. ALL TEMPORARY ON -SITE PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING ROAD. SURFACE,. THE ROADS. SHALL. BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY CONVEYANCE. CHANNELS. SHALL BE DESIGNED, CONSTRUCTED AND STABILIZED TO PREVENT EROSION FROM THE EXPECTED VELOCITY OF W... EMBANKMENTS: COI+ RACTOR- STALL ALSO BE RESPEORSKEE FOR- REMOVAL OF SHOVELING- OR. SWUNG-. AND-. BE TRANSPORTER. TO A- CONTROLLED- FLOW - FROM- A TWO-YEAR 244M FREQUENCY STORM. FOR THE a SHORING AND BRACING, AS REQUIRED. SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING SHALL DEVELOPED CONDITION. STABILIZATION ADEQUATE TO PREVENT EROSION 26. CONTRACTOR SHALL NOTIFY THE OLYMPIC VIEW WATER AND SEWER DISTRICT BE ALLOWS :ONLY AFTER- SEDIMENT! IS REMOVER} IN THIS MANNER: 2. ESC MINIMUM REQUIREMENT - STABILIZATION OF EXPOSED AREAS. ALL OF OLtUTS, ADJACENT STREAM-- BANKS; SLOPES MD DOWNNSTREAMF- REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL CONVEYANCE 24- TO 72 WRS JNt ADVANCE OF ALL WATER SERVICE INTERRUPTIONS, HYWANT SHUTOFFS. SOILS EPOSED- BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED SYSTEMS. < . STREET CLOSURES WILL NOT BE ALLOWED. STEEL PLATES SHALL BE USED IF NECESSARY. BY SUITABLE APPLICATION OF BMPS,INCLtiDWi;,'-BUT NOT LIMITED -T0, 13. ESC MINIMUM' REQUIREMENT - STORM DRAIN INLET PROTECTION. ALL CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST SOD, OR- OTHER VEGETAiI , PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND MAINTAINED STORM" DRAIN- INLETS MADE OPERABLE DURING, CONSTRUCTION— SHALL BE PROTECTED SO THAT STORM- WATER RUNOFF SHALL NOT ENTER D€SI CND OBTAIMWRITTENi APPROVAL FROM" THE RRf MARSHAL ft ACCORDANCE WITR THE MANUAL THE EXPOSED SOILS SHALL BE THE CONVEYANCE SYSTEGt WITHOUT. FIRST BEING FILTERED OR 27. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO OTHERWISE TREATED TO REMOVE SEDIMENT. DRAWN] RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM 14. ESC REQUIREMENT- REMOVAL OF TEMPORARY BMPS. ALL TEMPORARY ' CHECKi APPROPRIATE UTILITY COMPANIES. CONNECITONS TO EXISTING UTILITIES SHALL OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS EROSION AND SEDIMENT CONTROL BMPS MALL BE REMOVED WITHIN 30 JOB NOt FROM MAY 1 THROUGH SEPTEMBER 30). DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE BE. MADE. ONLY WITH THE. WRITTEN.. APPROVAL OF THE. AUTHORIPM GOVERNING. 3. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT PROPERTIES, TEMPORARY BMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL DATE, ADJACENT PROP BE REMO VED OVER S SHALL BE OR STABILIZED PROTECTED FROM - ZED ON SITE SAID UTILITIES OM SEDIMENT SITE. AND WITH HOURS SOIL AREAS H RS ADVANCE NOTICE. 28. EXISTING UTILITY LINES IN SERVICE VICE WHICH ARE DAMAGED DUE TO DEPOSITION. BY .APPROPRIATE USE..OF VEGETATIII.. BUFFER. STRIPS,- � RESULTING FROM REMOVAL SHALL BE PERMANENTLY STABILIZED. SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A 15. EROSION AND SEDIMENT CONTROL. REQUIREMENT - DEWATERING CONSTRUCTION. WORK. SHALL BE REPAIRED-AT.CONTRACTOR'S EXPENSE AND COMBINATION..OF THESE MEASURES AND. OTHER_ APPROPRIATE BMPS. CONSTRUCTION SITES. DEWATERING SYSTEMS SHALL DISCHARGE INTO A INSPECTED AND ACCEPTED BY OWNER'S REPRESENTATIVE PRIOR TO BACKFILUNG. 4. ESC MINIMUM REQUIREMENT - MAINTENANCE. ALL EROSION AND SEDIMENT TRAP OR SEDIMENT POND. 29. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION. WHERE NO SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED- ANID 16-EROSION. AND. SEDIMENT COb1TROL.REQUIRE10T - CONTROL .OF MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION SITES. ALL DIMENSIONS -ARE INDICATED-,- LOCATIONS MAY BE SCALED- FROW DRAWINGS FIELD} THEIR INTENDED FUNCTION. ALL MAINTENANCE AND. REPAIR SHALL BE POLLUTANTS- OTHER. THAU. SEDIMENT. THAT .00CUR_ ON-. SITE. DURING.. ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE. CONDUCTED IN ACCORDANCE WITH THE MANUAL CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER 30. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6' OR :LESS, 5. ESC MINIMUM- REQUIREMENT - OTHER BMPS. AS REQUIRED BY THE THAT DOES NOT CAUSE CONTAMWATlDOI. OF STORM -WATER: PLACE POLYET M'NE PLASTIC FOAM-- AS -A CUSHION- BETWEEN THE UTILITIES. CITY, OTHER APPROPRIATE BMPS TO MITIGATE THE EFFECTS OF INCREASED- RUNOFF SHALL BE APPU€D 17. EROSION AND SEDIMENT CONTROL REQUIREMENT - FINANCIAL LIABILITY. PERFORMANCE BONDING, OR OM- - APPROPRIATE FINANCIAL 31. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE 6,_ER05ION AND SEDIMENT CONTROL REQUIREMENT - UNDERGROUND INSTRUMENTS, SHALL BE REQUIRED FOR ALL PROJECTS TO ENSURE UTILITIES WITHIN THE BUILDING. UT>tITY CO�tSTRtICTit: THE CONSTRtICiitt OF UNDERGROUND UTILITY COMPLFANCE WIIII+ THE APPROVED} EROSION AND SEDIMENT CONTROL 32: SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIORELECTRICAL LINES SHALL SPECIFICALLY ADDRESS THE FOLLOWING: A: EROSIOIT CONTROL FORT EXCAVATED AND' STMPICED' MATERIALS; PLAN. [ORD. 3013 § 1, 19951 WORK. 33. SEE LANDSCAPE DRAWINGS (WIRERS APPLICABLE) FOR' SITE IttRIGkTIOirt B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS SHALL BE PLACED ON THE S UPHILL SIDE OF TRENCHES; 34. THE CONTRACTOR SHALL CONNECT WATER AND SEWER SERVICES IN ACCORDANCE TWIN OLYMPIC VIEW WATER AND SEWER DISTRICT'S C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT $� STANDARD DEVELOPER IX TRAPS,. SEDIMENT. PONDS,- OR. OTHER ACCEPTABLE MEANSt-. I. FLAG LIMITS OF CLEARING. TENSION AGREEMENT. D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO 2. INSTALL CONSTRUCTION ENTRANCE. 35. THE CONTRACTOR SHALL REMOVE ALL- TREES AND STUMPS IN THE HAULING; 3. INSTALL FILTER. FABRIC FENCE_ CITY RIGHT-OF-WAY IN CONJUNT10N WITH THE ROAD WIDENING. (/) E. DAILY CLEANUP AND STREET MAINTENANCE 4. HAVE EROSION CONTROL MEASURE INSPECTED BY CITY DRMNiAGE NOTES' 7: ADDITIONAL ESC MINIMUM.- REQUIREMENTS- FOR. LARGER.- DEVELOPMENTS: OF. EDMONDS_ BUILDING. DEPARTMENT... ALL TEMPORARY. (d 1. ALL STORM SEWER PIPE SHALL CONFORM TO THE CITY OF EDMONDS STANDARDS. ALL NEW DEVELOPMENT AND REDEVELOPMENT THAT INCLUDES LAND SEDIMENTATION AND EROSION CONTROL MEASURES'MUST BE IN PLACE lil 2 ALL PIPE SHALL BE PLACED ON STABLE EARTH, OR COMPACTED GRAVEL MATERIAL DISTURBING ACTRWITIES--OF-GREATER--THAN; OR -EQUAL TO; -ONE -ACRE AND...INSPECTED... PRIOR ...TO...ANGY..CONISTRUCTION.-OR..SITE CLEARING. IN ADDITION TO MEETING THE MINIMUM REQUIREMENTS SET FORTH 5. DEMOLISH EXISTING STRUCTURES. 1 BACKFILL SHALL BE PLACED -EQUALLY ON BOTFN-SIDES OF THE PIPE OR PIPE--ARCIf -If LAYERS- ABOVE SHALL- COMPLY- WITH ESC REQUIREMENTS LISTED- BELOW: 6. CLEAR, GRADE AND. ROUGH- GRADE REMAINDEf1; OF. SITE. U) -� WITH A LOOSE AVERAGE DEPTH OF 6", MAXIMUM DEPTH 8 , THOROUGHLY TAMPING EACH LAYER. 8. ESC MINIMUM REQUIREMENT - DELINEATE REVECETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFA Lam) Q CLEARING AND EASEMENT CE COMPACTED LAYERS MUST EXTEND FOR ONE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE LIMITS. RJ T Fu, MARK CLEARING- LIMITS AND%R ANY -EASEMENTS DISTURBANCE IMMEDIATELY AFTER. ROUGFI GRAI=- 2 SIDE OF THE TRENCH. REFER TO WSDOT STANDARD SPECIFICATION 7-04.3(3) AND STANDARD 7. INSTALL SITE IMPROVEMENTS. <C SETBACKS, SENSITIVE/CRITICAL AREAS AND THE BUFFERS, TREES AND O _ SF'ECIFlCAITON- 2-tT3:3( 4)C, METHOD- B do C. DRAINAGE COURSES. 8. STABILIZE. AND... REVEGETATE ENTIRE SITE. .. 4. BACKFILL MATERIAL UNDER PAVEMENT (PUBLIC OR PRIVATE) SHALL BE COMPACTED TO 95% 9. REMOVE EROSION CONTROL FEATURES AND ESTABLISH USE REASONABLE CARE R. HANDLING AND, INSTALLA'AOOI: LANDSCAPING:. AND PERMANENT .VEGETATION. LO 5. ALL DRAINAGE PIPE COUPLINGS, FITTINGS, ADAPTERS & APPURTENANCES C) �... SHALL. BE SPECIFICALLY DESIGNED. FOR2. THE INSTALLED., PIPE AND SHALL_ BE � (�j INSTALLED PER MANUFACTURER'S RECOMMENDATIONS: Z Cj z 1: ALL CATCH BASINS SHALL BE TYPE 1 UNLESS OTHERWISE NOTED: J.. 2..ALL CATCH BASINS. IfTH. A DEPTH{. OVER 52 FEET. TO. THE.. FLOW .LINE. SHALT. BE. A TYPE II. CB OR LARGER (MANHOLE). O 3. THE CONTRACTOR SHALL BE RESPtXVSIBLE FOR. AD;AlS11N0- ALL MANHOLE, INLET, AND . CATCH BASIN FRAMES AND GRATES JUST PRIM TO POURING OF CURBS AND PAVING. 4: ALL CATCH BASIN GRATES S14ALL BE SET TO PAVEMENT LEVEL 5. ALL TYPE II CATCH BASIN MANHOLES, INLET, AND CATCH BASINS SHALL HAVE LOCKING LIDS. 6. STANDARD LADDER- STEFS SHALL BE PROVIDED IN ALL CATCFF BASINS AND MANHOLES EXCEEDING 5 FEET IN DEPTH. 7. CATCH BASIN BATES IN CITY RIWT-4-WAY SHALL BE. SET TO- FINISHED} GRADE, NOT BELOW PER CITY OF EDMONDS STANDARDS. ASSISTANT CITY` ENGINEER //3 //0 / DATE CWK JSH 00107.20 1-18-01 V) LLJ ©► z L><J W. O to U U L,J L0,=■ G p BEFORE Y 3. THE CONTRACTOR SHALL BE RESPtXVSIBLE FOR. AD;AlS11N0- ALL MANHOLE, INLET, AND . CATCH BASIN FRAMES AND GRATES JUST PRIM TO POURING OF CURBS AND PAVING. 4: ALL CATCH BASIN GRATES S14ALL BE SET TO PAVEMENT LEVEL 5. ALL TYPE II CATCH BASIN MANHOLES, INLET, AND CATCH BASINS SHALL HAVE LOCKING LIDS. 6. STANDARD LADDER- STEFS SHALL BE PROVIDED IN ALL CATCFF BASINS AND MANHOLES EXCEEDING 5 FEET IN DEPTH. 7. CATCH BASIN BATES IN CITY RIWT-4-WAY SHALL BE. SET TO- FINISHED} GRADE, NOT BELOW PER CITY OF EDMONDS STANDARDS. ASSISTANT CITY` ENGINEER //3 //0 / DATE CWK JSH 00107.20 1-18-01 V) LLJ ©► z L><J W. O to U U L,J L0,=■ G p BEFORE Y L0,=■ G p BEFORE Y SW 1/4t NW 1/4, SECTION 36, TOWNSHIP D NORTH, RANGE 3 EAST,. W.M. Siher- ood Village Vol. 14 Pg. 82 Lod: 16 � Lot 17 t� Lot 1 i • t I N 8 19 171p Fauid. ter' kv Pie ��'i � o.4r w o a2' s �� ��"" _ 8 ? , 00 f r _ 2,30 _y Found 1/2". IPao Lot 1 t Lot 2 € f r � �' 4 Hasa Sib � 1 � � � T.L. �r j c� t, L. --� r--r-......r._..____'� 2--027 2 FF EL= 221100 EL=227.00 l /, A, - Mote: FENCE TO REMAI:.:'' • :: ,f 1 ` Lxistiricltr-uctu►-es are to I, I Removed, r.-77-17777 ........ 7TIT z rt, I N 88*19'18"/ 7 I ONSMCIM. KMOTES - STM Dft NM E CATCH BASU TYPE r 6-INCH PVC STUB FOR BLDG DOWNSPOUTS (3'. 4-INCH PVC PIPE FOR BLDG FOUNDATION DRAINS. ( FOUNDATION DRAINS TO DAYLIGHT INTO A GRASS DRYWELL SEE DETW 6-INCH PVC STORK PIPE INFILTRATION TRENCHPER DETAIL S DEEP; 3 WIDE 36-, LONG. INFECTRATIOW TRENCH PER DETAL S DEEP, 5' WIDE, 9 LONG. IMPERVIOUS SURFACE TOTAL PERVIOUS (SF) IMPERVIOUS (SF) GROSS ROOF. ROAD/DW AREA (SF) LOT 1 10,150 1,936 575 Z511 7,639 LOT 2 1 11,745 1,936 654 Z590 9,155 Set- ftbOf & Cap. L-S WWI (typ) _ 707.12' a ...:::: Esc. SSMH 20. MSTMCTION KEYNOTES - WATER NEW DOMESTIC WATER SERVICE. NEW 3f4-INCH DOMESTIC WATER METER. ;.. DOMESTIC WATER METER TO BE RELOCATED AT PROPERTY LINE. CONNECTION POINT INTO THE EXISTING 8-INCH DI WATER MAIN PER OLYMPIC VIEW WATER AND SEWER DISTRICT STANDARDS. 0 10 20 K I &WARY 6-INCH DIA. SANITARY SEWER LINE :. 6-Ium-DIAM. PVC_ SANITARY. SEWER. LINE TO. COWCT INTO . THE EXISTING SEWER MAIN PER OLYMPIC VIEW WATER AND SEWER -DISTRICT STANDARDS. CAP EXISTING SEWER STUB AT PROPERTY LINE. R€MOtIE/ABMW STW At NEC€SSARY: :. CLEANOUT PER CITY OF EDMONDS, CLEANOWS AT PROPERTY LINE SHALL HAVE LOCKING LAMPHOLE COVERS. RANDOM- FILL 6" \\/\\/\\/\\/\`//\\//\\/ FILTER W AeHED ROCK iT-H v 4 PERFORATED PIPE PER PLAN o O O v p - v O 1/2*4 WASHED ROCK O dv "Jp� 4�Q a O o� O � v � Q C) PER PLAN IL 11`ATITKf 2' N /_ RANDOM. FILL. O pQoc. A O v ;/A-a4 00� ©OAQ Opp OQOa.. oQ0 OA Q v Q o °ado 0 A. WRAP WASHED ROCK WITH FILTER FABRIC 4" PERFORATED PIPE 1/2"-17 WASHED. ROCK. _ ... _..... 2' X 2' WMILL DETAL -- — — APPROVED FOR CONSTRUCTION ASSISTANT CITY ENGINEER / 0 DA CwNGINIEeRING I I I MAIN STREET, SUITE. 106 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 W H A Y Q _ DESIGN+ CWK DRAWN: CWK CHECKi JSH JOB NOi 00107.20 DATE= 1-18-01 z J CL LLJ U W 3: < LL.I Ld L0 0 c) Z N (l� Ci Q a —1 (.000 W U SHEEt, SE PLANS HAVE BEEN PREPARED FOR AGENCY REVIEW AND ARE SUBJECT TO CHANGE. DO OR CONS HIM PURPOSES WITHOUT SIGNED AGENCY APPROVAL STAMP. CALL BEFORE YOU DIG 1-800-424- dl p 9p�'p�p3 Sip/��3S1�� dp ^3p 8db 2b) -11 0 y.. 01mnra swam Sherwood Village Vol. 14 Pg. 82 Lot 16 � Lot '17 Lot 18 a _ N 88*19'1 " W L _ 1. _ Found 1/r Iron Pip® Tat�� �G.C3 ..Y __ __ w _ �� �f3 - 1.C307 0.42'Wdo0.32'S r .. 10,1 50 Sf, � I 1 �74. Si . i , • H r } T. , ,i FF EL= 228.00 .. z _ _ ilk I AGE F'EL=227.00 751 1 t' o I cn r227:761 18.50% r -- 226.85..� 227.25 -. SW 1/4,. NW 1/4, SECTION 36, TOWNSHIP 27 NORTH., RANGE 3 EAST, W.M. and 1/2" Iron Pie �'wTa01'S T.L. 2-02-7 No.Te: Existing Structures are. to be Removed. .y �c ..... �V ..... .. % . -� /.'. g�y ta.o ................... ............ ,,. .;2. t. -�:.................:::.:...(.. .ye. ......................w ........... ..:.:...:...:....:....r. I -� r... '.;{'. .'. ..'. -..... .'.'.'.'.'.'.'.'.'.'.'...'.'.'. .t.. .......... ry 235-t�t Place Southwest -- €x. SSMH Rim 221.59 PORARY EROSION CONTROL PLAN SCALE. 1» = 20' 20 0 io 20 40 =7W1 t KEYt MOM - ::,': CLEARING I LIMITS. FILTER FABRIC FENCE/CLEARING LIMITS PER DETAIL ..:�`;.:. TREE PRESERVATION. SITE DEVELOPMENT IS TO PRESERVE AS MANY TREES AS POSSIBLE. CONSTRUCTION ENTRANCE PER DETAIL RECEIVE® APR'2 0 2009 DEVELOPMENT SERVICES, CTR. CITY OF EDMONDS 707.12' CCTV GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF €DMONDS- STANDARDS; THE FOLLOW% SPECIFICATIONS -Ma CODES, AND ALL OiNER APPLICABLE LOCAL, MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: -1997 UNIFORM --BUILDING CODE. -2000 WSDOT%APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION -WASHINGT ON- STATE DEPAR11I&T OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO WSDOT MOM PLANS FOt RINAIT, BMW AND- MUNICIPAL CWIRUCT . 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSIIE WMiENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FRDW THESE: PLANS MUST -BE APPROVED BY THE .OF RECORD. AND..IHE_ LOCAL- GO-WMG.AUTIAORLPL.. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT"' DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONDnM ON- ONE SET OF REPRODUCIBLE DRAWINGS- FOR SUBMITTAL TO- THE OWNER PRIOR TO PROJECT COMPLETION AND ACCEPTANCE. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7: THE LOCATIONS -OF EXISTING- UTILITIES -AND- SITE FEATURES -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 RESPONSIBiLETif OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL U11UTY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER LIM' DES NOT SHOW HEREON WNW MAY BE AFF€CTEDr BY THE IMPLEMMTA110N OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOIL- NEW-, U I ILI IIES M' ENGINEERING ASSUMES. NO - RESPONSIBILITY FOR THE. COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION- AND. SHALL CONTACT. THE UNDERGROUND..UTILITIES LOCATIOR 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 10 REND CONDDi1ONS: 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WTH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT, 12. STRUCTURAL ALL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMIsNENDATIOIS OF THE PRMCT 'GEOTEOWAL REPORT. 13. MANHOLES, CATCH BASINS,, UTILITIES AND PAVEMENT SHALL- BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL IFSOIL iS' DISTURBED; SOTi; LOOSE WE -Off iF 'ORGANiC MATERIAL iS PRESENT. AT. SUEIGRADE ELEVATION,.. REMOVE..AND REPLACE. WLTTH.. COMPACTED.. STRUCTURAL FILL PER GEOTECHNICAL REPORT. 14. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS.. AND - OTHER' PROPOSED. ONE EXISTS. SITE FEATURES. 15. SEE ARCIfITECTURAL DRAONGS FOR PERIMETER FOUNDAM DRAINS FOUNDATION DRAINS SHALL- BE INDEPENDENT OF OTHER SITE DRAIN LINES_ . THEY ARE NOT TO BE CONNECTED TO THE DETENTION SYSTEM BUT MAY BE CONNECTED TO THE OUTFLOW- OF OF- 1HE'CON1ROL STRUCTURE. 16_ ALL. REQUIRED.. STORMWATER. FACILITiES.MUST. BE. CONSTRUCTED.. AND. IN. OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHEi MSE APPROVED BY THE ENGINEER. 17. ALL ROOF DRAINS, PERIMETER. FOUNDATION- DRAINS, CATCH. BASINS. AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM. 18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR KSTALLATION OF ALL. SITE IMPROVEMENTS INDICATED- ON- THESE DRAWiNGS. 19. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE MALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSIRUCTiON CONDITION IN ACCORDANCE WITi+ APPROPRIATE REQUIR@#EFN1S AND STANDARDS. LEGAL DESCRIPM THE: EAST151 FEET OF THE WEST' 454 FEET OF THE NORTH 16 ► FEET OF THE SOUTH ONE-HALF OF THE SOUTH ONE-HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.; LESS COUNTY ROAD:. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. VERTICAL DATW ASSUMED SHIM-7 CIA COVER SHEET, GENERAL NOTES AND ESC PLAN C2.1 DRAINAGE, SEVER AND WATER PLAN C3.1 SITE IMPROVEMENT PLAN .. IEXPIRES: i /07/021 i / I e /dr EROSION CONTROL NOTES 20. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER 18.30.050 DEVELOPMENT APPROVAL STANDARDS FOR EROSION AND 9. ESC MINIMUM REQUIREMENT - SEDIMENT TRAPPING. PRIOR TO LEAVING ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE SEDIMENTATION- CONTROL (ESC}-PLAN. THE SITE; STOR* WATER -RUNOFF SHALL. SASS THROUGH- A SEDIMENT COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL. PLANS. FOR.. SPECIFIC. A. ESC MINIMUM- REQUIREMENTS: ALL ACTIVITIES NECESSITATING A POND OR SEDIMENT TRAP, OR OTHER APPROPRIATE BMPS. SEDIMENT PONDS ANDi TRAPS, PERIMETER DIKES, SEDIAT ;BARRIERS, AND GRADING AND EROSION CONTROL REQUIREMENTS. CLEARING OR GRADING PERMIT AND ALL UTILITY PROJECTS CONSISTING ; OTHER BMPS INTENDED TO TRAP SEDIMENT ON -Sit SHALL BE 21. THE CONTRACTOR .MALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY OF MORE MAR 500- LINEAL FEET OF TRENOI'i €XCAVATtW SHALL BE CONSTRUCTED AS A FIRST STET} IN G LADING:_ i,WESE BMPS' SHALL BE SWEEPING, WASHING OF THESE STREETS WILL NOT ALLOWED- WIl# 1T PRIOR REQUIRED TO CONTROL EROSION AND SEDIMENT DURING CONSTRUCTION MfY TO PERIJ-ANENITLY' STABiLtZE EXPOSED SOIL RESULTING- FRW FUNCTIONAL BEFORE LAND DISTURBING _11 ___ 11ES TAK PLACE. EARTHEN DES,. SU(n AS DAMS; DIKES; ANQ SHALL APPROVAL 22. THiS- PROJECT` IS NOTA BALANCED: EARTHWORK- PROJECT. BOTH' EXPORT- CONSTRUCTION. PROJECTS INVOLVING. A CRITICAL AREA MAY ALSO BE REQUIRED 10 COMPLY WHIT ANY COiJBiNATi W OF" THE ESC MINIMUM i�' BE SEEDED AND MULCHED ACCORDING TO AN APPOU, , TIMETABLE. 10. ESC MINIMUM REQUIREMENT - CUT AND FILL SL CUT AND' FILL MO. IMPORT OF SOIL AND. ROCK. MATERIALS. ARE. REQUIRED:.. REQUIREMENTS. COMPLIANCE WILL BE DEMONSTRATED THROUGH THE SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN X WNNER THAT 23. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BEiWEEN FINISHED IMPLEMENTATION OF AN APPROVED ESC PLAN. GUIDELINES FOR WILL MINIMIZE EROSION. IN ADDITION, SLOPES SHAD_ BE STABILIZED IN CONTOURS OR SPOT ELEVATIONS SHOWN. PREPARING ESC PLANS ARE PROVIDED IN THE MANUAL THE PLAN MUST ADDRESS THE FOLLOWING REQUIREMENTS: ACCORDANCE WiTH ESC REQUIREMENT NO. 2. 11. ESC MINIMUM REQUIREMENT - CONTROLLING OFF -SITE EROSION. za 2k FINISHED -GRADE SHALL. SLOPE AWAY. FRO -BUILDING-.WALLS AT MINIMI IM .51 PROPERTIES AND WATER WAYS DOWNSTREAM FROM DEVELOPMENT SITESCL SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE. SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE U 25. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN CONSTRUCTION VEHICLE ACCESS SHALL BE,.. WHENEV€R PRACTICAL,.. LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH VOLUME,. VELOCITY,. AND PEAK FLOW RATE OF STORM WATER RUNOFF FROM THE PROJECT SITE. 0 A SHORING, -AND BRACING A-S NECESSARY TO, PROTECT WORKERS, €)ISTING (MARRY SPALLS..OR_ - RUSHED- ROCK TO MINIMIZE. THE. TRACKING. OF 12. ESC.. MINIMUM_ REQUIREMENT. - STABILIUTION- OF TEMPORARY. BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO A CONVEYANCE CHANNELS AND OUTLETS. ALL TEMPORARY ON -SITE PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING ROAD. SURFACE,. THE ROADS. SHALL. BE CLEANED. WOUGIHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY CONVEYANCE CHANNELS- --SHALL BE DESIGNED, CONSTRUCTED STABILIZED TO PREVENT EROSION FROM THE EXPECTED VELOCITY OF LaAND. .. EMBANKMENTS; CONTRACTOR SHALL ALSO- BE RESPONSIBLE- FOR REMOVAL OF SHOVELING- OR, SKEPING_ ANTI. BE TRANSPORTED. TO- A- CONTROLLER. FLOVw FROM- A- TVD-BLEAR, 244iOUR FREQUENCY STORM FOR THE A SHORING AND BRACING, AS REQUIRED. SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING SHALL DEVELOPED CONDITION. STABILIZATION ADEQUATE TO PREVENT EROSION 26. CONTRACTOR SHALL NOTIFY THE OLYMPIC VIEW WATER AND SEWER DISTRICT BE ALLOW€D-:ONLY AFTER- SEDIMENT IS REMOV0 . IN THIS-. MANNER. 2. ESC MINIMUM REQUIREMENT -STABILIZATION OF EXPOSED AREAS. ALL OF OUT LETS; ADJACENT STREAM-- BANKS; SLOPES AND DOWNFSIREAM- REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL CONVEYANCE x Q� 24 TO, 72 HRS IN- ADVANCE OF ALL WATER SERVICE INTERRUPTIONS, HYDRAWT SHUTOFFS. SOILS E)(POSED-BY- LAND- DISTURBING AC- TIVITIES-SHALL BE STABILIZED SYSTEMS. < . STREET CLOSURES WILL NOT BE ALLOWED. STEEL PLATES SHALL BE USED IF NECESSARY. BY SUITABLE APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO, 13. ESC MINIMUM REQUIREMENT - STORM DRAIN INLET PROTECTION. ALL CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST SOT?, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR- MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND MAINTAINED STORM' DRAIN INLETS MADE OPERABLE DURING- CONSTRUCTION-- SHALL BE PROTECTED SO THAT STORM- WATER RUNOFF SHALL NOT 'ENTER DESELIN� OBTAi W' WRITTEN' APPROVAL FROrtfi_1HE RRE MARSHAL IN- ACCORDANCE WWI1Hfi THE MANUAL THE EXPOSED- SOILS SHALLBE THE CONVEYANCE SYSTEM WiTI'M' FIRST BEiNG ALiERED OR 27. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO OTHERWISE TREATED TO REMOVE SEDIMENT. DRAWN= R1IOCATIONS AND/OIL SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM 14. ESC REQUIREMENT`- REMOVAL � TEIMPOffARY BMPS ALL TEMPORARY GHEGK APPROPRIATE U11UTY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS EROSION AND SEDIMENT CONTROL BMPS SHALL BE REMOVED WITHIN 30 JOB NUi FROM MAY 1 THROUGH SEPTE MBI R 30). DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE BE MADE. ONLY WITH_ 11E..W12ITfEN. APPROVAL OF THE. AUTHORIiIES. GOVERNING. 3, ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT PROPERTIES, TEMPORARY BMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL DATE: SAID UTILITIESADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL AND WITH HOURS ADVANCE NOTICE. AREAS 28. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO DEPOSITION. BY. APPROPLTING .-APPROPRIATEUSE. OF VE(�TATIVE. BUFFER,. S.M.RIS,. FROM R REMOVAL SHALL BE PERMANENTLY STABILIZED. SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING OIL BY A 15. EROSION AND SEDIMENT CONTROL. REQUIREMENT - DEWATERING CONSTRUCTION- WORK. SHALL BE REPAIRED- AT. CONTRACTOWS. EXPENSE AND COMBINATION-. NA . OF THESE MEASURES AND. OTHER APPROPRIATE. BMPS. CONSTRUCTION SITES. DEWAIERING SYSTEMS SHALL DISCHARGE INTO A INSPECTED AND ACCEPTED BY OWNER'S REPRESENTATIVE PRiOR TO BACKFILLiNG. 4. ESC MINIMUM REQUIREMENT - MAINTENANCE. ALL EROSION AND SEDIMENT TRAP OR SEDIMENT POND. 29. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION. WHERE NO SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED-- AND. 16..EROSIOR. AND. SEDIMENT CONTROL.REW1R)"T - CONTROL .OF MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION SITES. ALL DIMENSIONS ARE INDICATED; LOCATIONS MAY BE SCALED FROM- DRAWINGS: HELD THEIR INTENDED FUNCTION. ALL MAiNTENNANCE AND REPAIR SHALL BE POLLUTANTS- OTHER THAN. SEDIMENT. THAT .00CUR.. ON. SITTE. DURING . ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE. CONDUCTED IN ACCORDANCE WITH THE MANUAL CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER 30. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6` OIL LESS, 5. ESC MINIMUM- REQUIREMENT - OTHER BMPS. AS REQUIRED- BY THE THAT DOES NOT CAUSE CONTAMINATION OF STORM. WATER, PLACE POLYETHYLENE PLASTIC FOAM AS -A CUSHION- BETWEEN THE UTILITIES. CITY, OTHER APPROPRIATE BMPS TO MITIGATE THE EFFECTS OF INCREASED- RUNOFF SHALL BE APPLIED 17. EROSION AND SEDIMENT CONTROL REQUIREMENT - FINANCIAL LIABILITY: PERFORMANCE BONDING, OR OTHER APPROPRIATE FINANCIAL 31. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE 6. EROSION AND SEDIMENT CONTROL REQUIREMENT - UNDERGROUND INSTRUMENTS, SHALL BE REQUIRED FOR ALL PROJECTS TO ENSURE UTILITIES WITHIN THE BUILDING. UTILITY CONSTRUCT1ONt: TH€ CONSTRUCTION OF UND€RGRO1itf UTIUTY COMPLIANCE WITit THE APPROVED EROSION AND SEDIMENT CONTROL 32:_ S€€ ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR-- EXTERIOR ELECTRICAL LINES SHALL SPECIFICALLY ADDRESS THE FOLLOWING: A: EROSION ' CONTROL FOIT EXCAVATED AND' STOCKPILED' MATERIALS; PLAN. [ORD. 3013 § 1, 19951 33. S SEE tIUdDSCAPE D>tAWINGS (WHERE APPLICABLE) F SITE IRRIGkTfOt B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS SHALL BE PLACED ON THE SYSTEM. UPHILL SIDE OF TRENCHES; 34. THE CONTRACTOR SHALL CONNECT WATER AND SEWER SERVICES IN ACCORDANCE Wi1H �YMPIC VIEW WATER AND SEWER DISTRICT'S C. ��� OEWAIERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT CE�!SMICTIM SEQUBIEIE TRAP Sr SEDIMENT. PONDS,.OR. .OTHER. ACCEPTABLE MEANSk. I. FLAG OMITS OF CLEARING. STANDARD DEVELOPER EXTENSION AGREEMENT. 35. THE CONTRACTOR SHALL REMOVE ALL TREES AND STUMPS IN THE D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO 2. INSTALL CONSTRUCTION ENTRANCE. �} CITY RIGHT-OF-WAY IN CONJUNTION WITH THE ROAD WIDENING. HAULING; E. DAILY CLEANUP AND STREET' MAINTENANCE 3. INSTALL FILTER. FABRIC FENCE.. 4. HAVE EROSION CONTROL, MEASURE INSPECTED BY CITY (n A 7: ADDITIONAL ESC MINIMUM' REQUIREMENTS FOR LARGER DEVELOPMENT& OF. EDMONDS..BUILDING ..DNPARTMEN.T.. ALL TEMPORARY. LL) 1 . ASTO 1. ALL STORM SEWER PiPE SHALL- CONFORM TO THE CITY OF €DMOXVDS STANDARDS. ALL NEW DEVELOPMENT AND REDEVELOPMENT THAT INCLUDES LAND DISTURBING ACT MITES--OF_GREATER..THAN; OR EWAL TO; ONE. ACRE SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND.. INSPECTED CONSTRUCTION... OR. CLEARING. �,} 2 ALL PIPE SHALL BE PLACED ON STABLE EARTH, OR COMPACTED GRAVEL MATERIAL I BACKFlLL SHALL BE PLACED- EQUALLY OR BOTI+- SIDES OF THE PIPE OR PIPE•-ARCR IN LAYERS IN ADDITION TO MEETING THE MINIMUM REQUIREMENTS SET FORTH ABOVE SHALL- COMPLY WITH ESC REQUIREMEN4TTS LISTED- ...PRIOR ..TO...ANY.- -SITE 5. DEMOUSH EXISTING STRUCTURES. 6. CLEAR, GRADE AND- ROUGH- GRADE REMAINDER' OF SITE. BELOW:' WiTH A LOOSE AVERAGE DEPTH OF 6', MAXIMUM DEPTH 8, THOROUGHLY TAMPING EACH LAYER. 8. ESC MINIMUM REQUIREMENT - DELINEATE CLEARING AND EASEMENT REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE LLl LL COMPACTED LAYERS MUST EXTEND- FOR ONE DIAMETER O EACH- SIDE OF THE PIPE OR TO THE SiDE OF THE TRENCH. LIMIT. IN THE FIELD, MARK CLEARING' UMI15 AND/oR ANY. EiCSU;IENTS.. DISTURBANCE IMMEDIATELY AFTER. ROUM GRADING.. < REFER TO WDDOT STANDARD SPECIFICATION 7-04.3(3) AND STANDARD SF'ECMFlCATIfkH 2-f}3:3f 4}C, METHOD SETBACKS, SENSITIVE/CRITICAL AREAS AND THE BUFFERS, TREES AND -COURSES. 7. INSTALL SiTE IMPROVEMENTS. 8. STABILIZE AND.. RE1lE(TA1E ENTIRE SITE. O _ 4. BACKFlLL MATERIAL UNDER PAVEMENT (PUBLIC OR PRIVATE) SHALL BE COMPACTED TO 95% DRAINAGE 9. REMOVE EROSION CONTROL FEATURES AND ESTABLISH _ LO - USE REASONABLE CARE LPN HANDLING' AND INSTALLATION: 5. ALL DRAINAGE PIPE COUPLINGS, FITTINGS, ADAPTERS & APPURTENANCES LANDSCAPING: AND PERIuOMT VEGETATION. I� Q . V ) SHALL BE SPECIfMCALLY DESIGNED FOR. THE INSTALLED. PIPE AND. SHALL BE N INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. _ 77 L' 1: ALL CATCH BASINS SHALL BE TYPE 1 UNLESS OTHERWISE NOTED: J.. ~'S O7 a 2 .ALL CATCH.. BASINS 191H. A..DEPTH. OitER 5.0 FEET. TO.. TILE.. FLOIY..LINE. SHALL BE. A . TYPE II, CB OR LARGER (MANHOLE). 0 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR. ADJUSTING- ALL MANHOLE, INLET, AND CATCH BASIN FRAMES AND GRATES JUST PRIOR TO POURING OF CURBS AND PAVING. 4-.. : ALL CATCH BASIN GRATESS14ALL BE SET TO- PAVEMENT LEVEL 5. ALL TYPE II CATCH BASIN MANHOLES, INLET, AND CATCH BASINS SHALL HAVE LOCKING LIDS. 6. STANDARD LADDER STEPS SHALL BE PROVIDED IN ALL CATCH' BASINS AND MANHOLES EXCEEDING 5 FEET IN DEPTH. 7. CATCH BASIN GRATI=S IN CITY RI6FIT-OF-WAY SMALL BE. SET TO- FINISHED- GRADE, NOT BELOW PER CITY OF €DMONDS STANDARDS. ASSISTANT CITY ENGINEER. //3 / a , / 4 Tk1E =�w CWK CWK JSH 00107.20 1-18-01 V) W i_ O z J w z Ld 0 F LLJ U z Q J W CL W 00 U U LLJ U T T TIO P. CALL 0 ilk SW 1/4, NW 1/4, SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST,. W.M. Lot 16 0 N Sherwood Village Vol. 14Pg. 82 Lot 17 Lot 18 —r"8 19112" 9 Found.. Iran- p 0.42! W & 032' S 228,­ 81.00' I - 0 Found IT.[ Pipe 2,30 — 0.38 W V t; Lot 1 Lot 2 0, 150 Sfll/ 1\1,745 Sf Ile 0 0 0 0 441 Hose Sib T.L.T, L. 2-012 JIA� A 21 - - 0 2 7 FIT EL= 22&W'— GA AGE f4') EL=227.00 OJA 6 04 0 0) to Note: FENCE TO REMAI I f t Uw) Existing StruCtLJI-03S are to b Removed. 110 T/ N 88'19'16"/ —WA, 04NSTUM KEYNOTES . - STM "W CATCH- BASN'TYPE T*. 6—INCH PVC STUB FOR BLDG DOWNSPOUTS 4—INCH PVC PIPE FOR BLDG FOUNDATION DRAINS. FOUNDATION DRAINS TO DAYLIGHT INTO A GRASS DRYWELL SEE MAIL 6—INCI+ PVC STORM­-P1PE I, FILIRATION TRENCH PER DETAIL SDEEP;- 3! WOE, 36!- LONG. INFILTRATION TRENCIT - PER DETAIL S DEEP, 5! WIDE, 30' LONG. IMPERVIOUS SURFACE TOTAL PERVIOUS > IMPERVIOUS (SF) GROSS ROOFC ROAD/bW AREA (SF) LOT 1 10,150 1,936 575 Z511 7,639 LOT 2 11,745 1,936 654 2,590 9,155 20 MSTMC110N KEYNOTES - WATER rrrrr" NEW DOMESTIC WATER SERVICE NEW 3/4—INCH DOMESTIC WATER METER. DOMESTIC WATER METER TO BE RELOCATED AT PROPERTY UNE. CONNECTION POINT INTO THE EXISTING 8—INCH DI WATER MAIN PER OLYMPIC VIEW WATER AND SEWER DISTRICT STANDARDS. Set Robofi- &- Caft- LS 30581 (typ) a 18 20 WNS1RUM, KEYNM " SAWW'SEYM 6—INCH DIA. SANITARY SEWER LINE ra'.-ItM. DIAM_ PVC_ SANITARY- SEWER. LINE TO CONNECT INTO THE EXISTING SEWER MAIN PER OLYMPIC MEW WATER AND SEWER -DISTRICT STANDARDS. CAP EXISTING SEWER STUB AT PROPERTY LINE RNM/ARAMW STUB AS- NE(t-SSARY CLEANOUT PER CITY OF EDMONDS. CI.EANOUTS AT PROPERTY LINE SHALL HAVE LOCKING LAMPHOLE COVERS. 707612' PER P 2$ RANDOM- FILL NMI M/ 6 \V%v -AN IP A �. A Q°Q C)�& < t7 0°� �j A �) A A IP A Vt. A0 A PER PLAN INS URATIM WNCH RANDOM. FILL. Z .6w ...... ..... XN i�i�i��ii MN. Q pQo4 -4 wA . A o Q pQpa A A C¢ 17 V_ ... . . ...... __ .. . ........ . ................... .......... ...... .. 2' X 2' DRYELL DETAL WRAP WASHED ROCK WITH FILTER FABRIC 4! PERFORATED PIPE 1/2"4* WASHED. ROCK -WRAP WASHED ROCK WITH FILTER FABRIC ir PERFORATED PIPE 1le-17 WASHED. ROCK. APPROVED FOR CONSTRUCTION ASSISTANT CITY ENGINEER //,? /j/0 DA CNGINeIERING 111 MAIN STREET, SUITE. 106 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 DESIGNi DRAWNi CHECKi DATE: :3:: U) Lli c) W 00 di :2 < 0 r L0 L z N CI J Cy) Q 0 Q0 0a_17 T­ SHEEP: CVVK JSH 00107.20 1-18-01 .j Ld Z LLJ 0 I.:. cli LLJ 0 1 0(/) HESE PLANS HAVE BEEN PREPARED FOR AGENCY REVIEW AND ARE SUBJECT TO CH 0 'DO NO DING PURPOSES WITHOUT S SO P. CALL BEFORE -800-424-55 APR 2 0 2001 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS