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PLN2016-0055 ASBUILT - HALFgIIRVFVnp PACIFIC COAST SURVEYS, INC. P.O. BOX 13619 MILL CREEK, WA 98082 (425) 512_7099 CONTACT: DARREN J. RIDDLE, PLS ENGINEER SITE DEVELOPMENT ASSOCIATES 1724 W. MARINE VIEW DRIVE #140 EVERETT, WA. 98201 (425) 486-6533 ex. 111 AreavesOsdoengineers.com CONTACT: ANDY REAVES, PE OWNER MICHAEL GALLAVAN 8710 184TH STREET SW EDMONDS, WA 98026 APPLICANT LEE JOHNSON P.O. BOX 2231 EVERETT, WA 98213 (206)342-2600 UTILITY LOCATE '811' I I \ 1 1 I I I 1 N M S.E. 1/4, N.W. 1/4, SEC. 18, TWN. 27 N., RNG. 4 E., W.M. CITY OF EDMONDS PUGET SOUND ENERGY SEWER/WATER/STORM 1140 N 4TH ST, 184TH ST. SHORT PLAT PURVEYOR SEATTLE, WA 98103 1-888-225-5773 PUBLIC WORKS & UTILITIES DEPARTMENT ST SW CONTACT: ANDREW BAUNSGARD PHONE:(425)446-9755 DS, EDMONDS, WA 98020 EDMONDS, RECORD DRAWINGS (425) 771-0235 SNOHOMISH CO. PUD STREET ADDRESS: CITY HALL 2320 CALIFORNIA ST. 5THND AVE N EVERETT, WA 98201 EDMONDS EDMONDS, WA 98020 MAILING MAILING CORRESPONDENCE: O C T O B E R 10, 2 018 (425) 775-2525 P.O. BOX 1107 EVERETT, WA 98206 DEVELOPMENT SERVICES (425) 783-1000 BUILDING, PLANNING AND CONTACT: MARY MCALLISTER (425)670-3205 ENGINEERING DIVISION FILE #: PUD-0065-2016 SECOND FLOOR CITY HALL COMCAST % Civil Engineering (425) 771 -0220 12645 STONE AVE N -- Project Management WASTEWATER TREATMENT PLAN SEATTLE, WA 98133 Planning 200 2ND AVE S EDMONDS, WA 98020 CONTACT: MIKE FONTENOT PHONE: (425)263-5482 OR (866)771-2281 1724 W. Marine View Drive, Suite 140; Everett, Washington 98201 (425) 771-0237 FRONTIER 15 SW EVERETT MALL WAY Office:425.486.6533 Fax: 425.486.6593 www.sdaengineers.com SUITE D EVERETT, WA 98204 CONTACT: JEREMY FALLT PHONE:(425)263-4024 ^ I ^/ �� C) I O W O I ----tD-----�_ N art � I p _ w C) cpi LpC� 90.110 3 .00 N I w r „f4,P1 I I I W o I III / / 30N33 DOOM \\ -- 11 -- \ W l�30N33 DOOM x ` `` z co I I II \ p p \ O co II 'CC,cL a i ----C�) Cl- --- I C) N I \ I 16 W O ^ I W W u 01 III I o \ \ r✓"'� \ g „`ci AIII II I Np \ \ I \ tAI 3 pp \ \\\ Ng .m III 1 `ti'" 1 \ Ng (� - \!1, Ze'lIf 3 „671,2e.00 N �_ 0 ` \\ I\\ <r C)\ U cL 131) - \\ I I \ o \ Ng I N \ �. \ \ v �g \\ I\ C)N N� I of Mi C cf:� 2o I\ \ O fit- o a N VICINITY MAP (11T.S. o 2 J O y 4r C� n J Q � 5 4 3 o PROJECT LOCATION 3 o < ?UG4> n � � 196TH Sheet List Table SHEET SHEET TITLE NUMBER C1.0 TITLE SHEET C1.1 GENERAL NOTES C3.0 SITE LAYOUT C4.0 GRADING & DRAINAGE PLAN C4.1 GRADING & DRAINAGE PROFILE C5.0 UTILITY PLAN TAX PARCELS 00434600001006 SITE ADDRESS 8632 184TH ST SW, EDMONDS, WA 98026 ZONING RS-10 VERTICAL DATUMN NAVD 88 SET HUB AND TACK IN S. SHOULDER 184TH ST SW ELEV. 326.26' PER GPS OBSERVATIONS BASIS OF BEARINGS THE MONUMENTED CENTERLINE OF 184TH ST SW, AS THE BEARING OF N 89'40'48" W. CONSTRUCTION HOURS LEGAL DESCRIPTION THAT PORTION OF EDMONDS SEAVIEW TRACTS, DIVISION NO. 1, RECORDED IN VOLUME 3 OF PLATS, PAGE 75, RECORDS OF SNOHOMISH COUNTY, DESCRIBED AS FOLLOWS: THE WEST 121 FEET OF THE EAST 374 OF TRACT 10, LESS THE PORTION DEEDED TO THE CITY OF EDMONDS IN QUIT CLAIM DEED RECORDED IN VOLUME 291, PAGE 403, RECORDS OF SNOHOMISH COUNTY. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. GRADING QUANTITIES: CUT: 218 CY FILL: 265 CY NET: 47 CY (CUT) WEEKDAYS: 7AM-6PM SATURDAY ONLY: 10AM-6PM NO WORK SUNDAYS AND/OR FEDERAL HOLIDAYS NOTE A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. N RIGHT-OF-WAY PERMIT APPLICATION WITH CONTRACTOR'S SIGNATURE SHALL BE PROVIDED TO THE CITY PRIOR TO ISSUANCE 20 0 20 OF CIVIL CONSTRUCTION PLANS. 1 Scale m z0 cd m -1A,-, i in m i rn o L U C m2m D 0 C C r o 0 0 3 DO 0 m 0 U a a n ®s � c W W U) W J F- APPROVED FOR CONSTRUCTION 9 ® CITY OF EDMONDS d DATE: Know what's below. BY: C 1 .0 Call before v0U dla. CITY ENGINEERING DIVISION z 0 m z 0 0 6-16 .dwq 34x22 10 ■ \ filIZf_TATALAA u 01 III I o \ \ r✓"'� \ g „`ci AIII II I Np \ \ I \ tAI 3 pp \ \\\ Ng .m III 1 `ti'" 1 \ Ng (� - \!1, Ze'lIf 3 „671,2e.00 N �_ 0 ` \\ I\\ <r C)\ U cL 131) - \\ I I \ o \ Ng I N \ �. \ \ v �g \\ I\ C)N N� I of Mi C cf:� 2o I\ \ O fit- o a N VICINITY MAP (11T.S. o 2 J O y 4r C� n J Q � 5 4 3 o PROJECT LOCATION 3 o < ?UG4> n � � 196TH Sheet List Table SHEET SHEET TITLE NUMBER C1.0 TITLE SHEET C1.1 GENERAL NOTES C3.0 SITE LAYOUT C4.0 GRADING & DRAINAGE PLAN C4.1 GRADING & DRAINAGE PROFILE C5.0 UTILITY PLAN TAX PARCELS 00434600001006 SITE ADDRESS 8632 184TH ST SW, EDMONDS, WA 98026 ZONING RS-10 VERTICAL DATUMN NAVD 88 SET HUB AND TACK IN S. SHOULDER 184TH ST SW ELEV. 326.26' PER GPS OBSERVATIONS BASIS OF BEARINGS THE MONUMENTED CENTERLINE OF 184TH ST SW, AS THE BEARING OF N 89'40'48" W. CONSTRUCTION HOURS LEGAL DESCRIPTION THAT PORTION OF EDMONDS SEAVIEW TRACTS, DIVISION NO. 1, RECORDED IN VOLUME 3 OF PLATS, PAGE 75, RECORDS OF SNOHOMISH COUNTY, DESCRIBED AS FOLLOWS: THE WEST 121 FEET OF THE EAST 374 OF TRACT 10, LESS THE PORTION DEEDED TO THE CITY OF EDMONDS IN QUIT CLAIM DEED RECORDED IN VOLUME 291, PAGE 403, RECORDS OF SNOHOMISH COUNTY. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. GRADING QUANTITIES: CUT: 218 CY FILL: 265 CY NET: 47 CY (CUT) WEEKDAYS: 7AM-6PM SATURDAY ONLY: 10AM-6PM NO WORK SUNDAYS AND/OR FEDERAL HOLIDAYS NOTE A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. N RIGHT-OF-WAY PERMIT APPLICATION WITH CONTRACTOR'S SIGNATURE SHALL BE PROVIDED TO THE CITY PRIOR TO ISSUANCE 20 0 20 OF CIVIL CONSTRUCTION PLANS. 1 Scale m z0 cd m -1A,-, i in m i rn o L U C m2m D 0 C C r o 0 0 3 DO 0 m 0 U a a n ®s � c W W U) W J F- APPROVED FOR CONSTRUCTION 9 ® CITY OF EDMONDS d DATE: Know what's below. BY: C 1 .0 Call before v0U dla. CITY ENGINEERING DIVISION z 0 m z 0 0 6-16 .dwq 34x22 10 ■ \ filIZf_TATALAA N VICINITY MAP (11T.S. o 2 J O y 4r C� n J Q � 5 4 3 o PROJECT LOCATION 3 o < ?UG4> n � � 196TH Sheet List Table SHEET SHEET TITLE NUMBER C1.0 TITLE SHEET C1.1 GENERAL NOTES C3.0 SITE LAYOUT C4.0 GRADING & DRAINAGE PLAN C4.1 GRADING & DRAINAGE PROFILE C5.0 UTILITY PLAN TAX PARCELS 00434600001006 SITE ADDRESS 8632 184TH ST SW, EDMONDS, WA 98026 ZONING RS-10 VERTICAL DATUMN NAVD 88 SET HUB AND TACK IN S. SHOULDER 184TH ST SW ELEV. 326.26' PER GPS OBSERVATIONS BASIS OF BEARINGS THE MONUMENTED CENTERLINE OF 184TH ST SW, AS THE BEARING OF N 89'40'48" W. CONSTRUCTION HOURS LEGAL DESCRIPTION THAT PORTION OF EDMONDS SEAVIEW TRACTS, DIVISION NO. 1, RECORDED IN VOLUME 3 OF PLATS, PAGE 75, RECORDS OF SNOHOMISH COUNTY, DESCRIBED AS FOLLOWS: THE WEST 121 FEET OF THE EAST 374 OF TRACT 10, LESS THE PORTION DEEDED TO THE CITY OF EDMONDS IN QUIT CLAIM DEED RECORDED IN VOLUME 291, PAGE 403, RECORDS OF SNOHOMISH COUNTY. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. GRADING QUANTITIES: CUT: 218 CY FILL: 265 CY NET: 47 CY (CUT) WEEKDAYS: 7AM-6PM SATURDAY ONLY: 10AM-6PM NO WORK SUNDAYS AND/OR FEDERAL HOLIDAYS NOTE A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. N RIGHT-OF-WAY PERMIT APPLICATION WITH CONTRACTOR'S SIGNATURE SHALL BE PROVIDED TO THE CITY PRIOR TO ISSUANCE 20 0 20 OF CIVIL CONSTRUCTION PLANS. 1 Scale m z0 cd m -1A,-, i in m i rn o L U C m2m D 0 C C r o 0 0 3 DO 0 m 0 U a a n ®s � c W W U) W J F- APPROVED FOR CONSTRUCTION 9 ® CITY OF EDMONDS d DATE: Know what's below. BY: C 1 .0 Call before v0U dla. CITY ENGINEERING DIVISION z 0 m z 0 0 6-16 .dwq 34x22 10 ■ \ filIZf_TATALAA TAX PARCELS 00434600001006 SITE ADDRESS 8632 184TH ST SW, EDMONDS, WA 98026 ZONING RS-10 VERTICAL DATUMN NAVD 88 SET HUB AND TACK IN S. SHOULDER 184TH ST SW ELEV. 326.26' PER GPS OBSERVATIONS BASIS OF BEARINGS THE MONUMENTED CENTERLINE OF 184TH ST SW, AS THE BEARING OF N 89'40'48" W. CONSTRUCTION HOURS LEGAL DESCRIPTION THAT PORTION OF EDMONDS SEAVIEW TRACTS, DIVISION NO. 1, RECORDED IN VOLUME 3 OF PLATS, PAGE 75, RECORDS OF SNOHOMISH COUNTY, DESCRIBED AS FOLLOWS: THE WEST 121 FEET OF THE EAST 374 OF TRACT 10, LESS THE PORTION DEEDED TO THE CITY OF EDMONDS IN QUIT CLAIM DEED RECORDED IN VOLUME 291, PAGE 403, RECORDS OF SNOHOMISH COUNTY. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. GRADING QUANTITIES: CUT: 218 CY FILL: 265 CY NET: 47 CY (CUT) WEEKDAYS: 7AM-6PM SATURDAY ONLY: 10AM-6PM NO WORK SUNDAYS AND/OR FEDERAL HOLIDAYS NOTE A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. N RIGHT-OF-WAY PERMIT APPLICATION WITH CONTRACTOR'S SIGNATURE SHALL BE PROVIDED TO THE CITY PRIOR TO ISSUANCE 20 0 20 OF CIVIL CONSTRUCTION PLANS. 1 Scale m z0 cd m -1A,-, i in m i rn o L U C m2m D 0 C C r o 0 0 3 DO 0 m 0 U a a n ®s � c W W U) W J F- APPROVED FOR CONSTRUCTION 9 ® CITY OF EDMONDS d DATE: Know what's below. BY: C 1 .0 Call before v0U dla. CITY ENGINEERING DIVISION z 0 m z 0 0 6-16 .dwq 34x22 10 ■ \ filIZf_TATALAA m z0 cd m -1A,-, i in m i rn o L U C m2m D 0 C C r o 0 0 3 DO 0 m 0 U a a n ®s � c W W U) W J F- APPROVED FOR CONSTRUCTION 9 ® CITY OF EDMONDS d DATE: Know what's below. BY: C 1 .0 Call before v0U dla. CITY ENGINEERING DIVISION z 0 m z 0 0 6-16 .dwq 34x22 10 ■ \ filIZf_TATALAA W W U) W J F- APPROVED FOR CONSTRUCTION 9 ® CITY OF EDMONDS d DATE: Know what's below. BY: C 1 .0 Call before v0U dla. CITY ENGINEERING DIVISION z 0 m z 0 0 6-16 .dwq 34x22 10 ■ \ filIZf_TATALAA GENERAL NOTES: S.E. 1/4, N.W. 1/4, SEC. 18, TWN. 27 N., RNG. 4 E., W.M. 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) - 2016 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (2005 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 AS - BUILT 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 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 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. 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. 14. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 15. 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. 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, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 19. 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. 20. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 21. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 22. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 23. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 24. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 25. 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. 26. CONTRACTOR 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. 27. 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. 28. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTORS EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 29. 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. 30. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 31. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 32. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 33. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. • • APPROVED FOR CONSTRUCTION 9 ® CITY OF EDMONDS m DATE: Know what's below. BY: Call before VOU dia. CITY ENGINEERING DIVISION _ � m _ o in 1O m Z _ � u U c m t e a E 3 m0 m c m U a a n � m c W ^� � N a. W Vi O Z 0 J Z W O Z C W c 0 W C1.1 6-16 .dwq 34x22 0 ■ \ WTfi'9 _TfiTALAy S.E. 1/4, N.W. 1/4, SEC. 18, TWN. 27 N., RNG. 4 E., W.M. NOTE: LEGEND: 1. PROPOSED STRUCTURES ON LOTS 1-3 WILL BE REQUIRED TO PROVIDE NFPA 13D RESIDENTIAL FIRE SPRINKLER SYSTEM REGARDLESS OF BUILDING SQUARE FOOTAGE. BEGIN CURB, GUTT & SIDEWALK 100+37.96 G+A q9++38.855 (14.42 RT) k 10 + .R57� ' W (6.00 D 'I 12 RCP=323.57 ►`ems ,� STA 100+50.00 END CURB, GUTTER PERVIOUS PAVEMENT TRACT 999 &SIDEWALK 2. SETBACKS SHOWN ARE FOR REFERENCE ONLY AND VEST NO RIGHT. STA 10+00.00 "" ' �' ' ` 3. PAINTED FOG LINE & CENTERLINE WILL BE RE -STRIPED AS REQUIRED, PRIOR 101+59.13 TO PROJECT COMPLETION. ASPHALT PAVEMENT z END SAWCUT (114.679Rh r^4T*STA 101+77.71 N -E T`c (8 27 RT) 4. LANE WIDTH ON 184TH SHALL BE A MINIMUM OF 11FT MEASURED FROM > STA PROPOSED MAILBOX-- ----_ _� �-mT x— PAINTED CENTERLINE. STA 100+81.14-- - - f ® - _ —EL-329.15 —x ■ CONCRETE 11 5. *APPROVAL OF PLANS DOES NOT CONSTITUTE APPROVAL OF TEMPORARY '\ ---------- -----328-------- CONSTRUCTION EASEMENT ON ADJOINING PROPERTY TEMPORARY EASEMENT SHALL BE AGREED UPON BETWEEN PROPERTY OWNERS. CENTERLINE 101+00 F0 W W 10200 W W 6. ALL UTILITY SERVICES SHALL BE INSTALLED UNDERGROUND PER ECDG 18.05. — - - — PROPERTY BOUNDARY N m m m TH ST SW N a PROPOSED PROPERTY LINE 7. UTILITY PATCHES, INCLUDING DRY UTILITY CONNECTIONS, SHALL BE COMBINED _ W* -- - -T„- 4 ° �- 10, R/W CP=325.76 �3 '?O� O / AND FULL WIDTH OR HALF WIDTH OVERLAY WILL BE REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE THE OVERLAY SHALLEXTENT TO THE CENTERLINE OF ROADWAY WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES THEN A FULL WIDTH OVERLAY IS REQUIRED. REQUEST AN ENGINEERING INSPECTION TO DETERMINE SAWCUT SETBACK LINE < $ a w c a Y o w ci a a' 0 i c DEDICATION �® LIMITS OF FINAL PATCH. -- -- - XXX - CONTOUR „ m SIGN SHALLin - m o m Z )DRESS INSTALLED PER / EAST RAMP 2 I I I I O1 LOT m v '- / PROPOSED 20' DRAINAGE I I = > a` / ^ s — — t _ EASEMENT i t Il r i '10.4Y2 SF I J � 1 \ � 1 J 1 I I f E .......... ROPOSED"""...... ( PERVIOUS DRIVEWAY.-. LOCATION b e N a rTvo� v m `R OF OVERHANG IT PROPOSED /� ...r..- 4..r. ...... 97 I , I TURN AROUND A� �1 PER EDDS E2.6. 0 \.............. .......'..'.'..'. � N VI 10,805 SF i I,< - - - - - - - --- r pL /......................................::33........ _ 121' — — —"--, x ` I \\\ I I \ � I '91 (Lee Johnson)\016-16 (Edmonds)\As—built\sheets\CDs\EP—s101.dwq 34x22 184TH ST W R.O.W. 30' EXISTING 20' R/W 10' R/W u_ w O 14' DED. W 0 l o s a 6' 5 I SAWCUT SIDEWALK LINE 2% 2% --_— MAX MAX CONCRETE SIDEWALK PER DETAILS E2.13 & E2.26, 2" MIN AC PAVEMENT SHEET C3.1. 2" — 5/8" CSTC CEMENT CONIC TRAFFIC CURB & 4" — 1-1/4" CSBC GUTTER APPROVED SUBGRADE PAVEMENT COMPACTION — 91% RICE DENSITY SUBGRADE, BASE, TOP COURSE COMPACTION — 95% (ASTM 1557) n FRONTAGE IMPROVEMENT - 184TH ST W PUBLIC RIGHT-OF-WAY N.T.S. PROPOSED HOUSE LOCATION (TYP) 1 I I I I I I I I M I N ----------- (I 20 0 20 40 1 "=20' Scale Feet 24' TRACT W I z — . ­­ J �I TRAVELLANETRAVEL a al2% _ _% LL6" POROUS ASPHALT \-GEOTEXTILE TOP COURSE FABRIC 2" CHOKER COURSE 6" CONCRETE 10" RESERVOIR COURSE 6" COMP DEPTH 18" (MIN) TREATMENT GRAVEL BORROW COURSE NATIVE MATERIAL OR ADDITIONAL TREATMENT COURSE TO SUBGRADE n ACCESS TRACT 999 PRIVATE ROAD N.T.S. - - - N z EAST ADA RAMP DETAIL SCALE: 1"=10' J) • 9 m Know What's below Call before you APPROVED FOR CONSTRUCTION CITY OF EDMONDS U c C e a N � 3 m 0 00 m o m o U a a n � m r D 0 Q J W F- Fn DATE: BY: C3.0 CITY ENGINEERING DIVISION DI Ki 7f11rnnr1 OLD S.E. 1/4, N.W. 1/4, SEC. 18, TWN. 27 N., RNG. 4 E., W.M. ADJUST EXISTING PAD LID FLUSH WITH PROPOSED FLUSH LK_SU&RA�� -----MROP _ / CB 1 IB LOCATE EXIST.- # CB #2 - -�- - ------- _1 -------- - RE oVE EXISTI I,f D/W CULVERT \I F N r I I 1) AMSFORMER P / • f 5TV / I IN: 3284.45 - - - - PROPERTY LINE - CENTERLINE SS SEWER LINE W WATER LINE P UNDERGROUND POWER U DRY UTILITIES $D STORM LINE ® CLEANOUT m CB, TYPE 1 -0- UTILITY/ POWER POLE © POWER VAULT E: 5339.59 IE / 327.42 i=P/7T/7T/TA / I 0 I %11/11/1t1 I I IN ///SECTIONLIFOM1. SPECIFIC UTILITY • LOCATIONS / V / Q % N. 6i-49-9I E. 5319.316 iE-=- 551.58 IN: 6150.26 I E 5339.54 IE- 331.38 25' I UTILITY FASFMFNT I I I I 1, NOTE: 1. ALL UTILITY SERVICES SHALL BE INSTALLED II UNDERGROUND PER ECDG 18.05. I I I/ X00 w w UNDERGROUND _.._..---- --- ----- - EX. 12" SD o. ►c a^ sn s=n �qs� � - BIORETENTION POND A / E. 5"_."' E: 5405.53 FOR LOT 1 ROOF) Al1A-3�e4 328.00 (6" PVC N) 15' UTILITY / EASEMENT \ I A 04 LF 6" SD S-3.80% CB 4 CO OVERFLOW ONLY E: 5337.281 - AIM-332.99 RIM-331.95 1E-329.88 (E11)IE-328.95 ` - ROOF DOWNSPOUT CLEANOUT, TYP BIORETENTION/ POND B (FOR LOT 2i ROOF) PROVIDE A 2"-3" • / DROP FROM THE 5�. OF ACCESS i'� 8.\\t 'y��2 , O ------ EDGE OVERFLOW \ STANDPIPE 7.4' i-69 LF 6" SD S-1.01X 60 LF 6" SD S=0.50% o- BIORETENTION POND C 0 (FOR LOT 3 ROOF) 3:1 MAX _ 3" WOODCHIP MULCH, (TYP) AGGREGATE, OR SOD CB 6 CO ERFLOW ONLY id-6843:98- N: 6074.14 TOP EL. 333.0 12" FREEBOARD E: 5-399 .2; E. 5399.11 4NM-33&-99• RIM=334.91 MAX WS EL. 332.0 6" LIVE STORAGE (6 )E-332.41 (6"W) BOT EL. 331.5 3" COARSE COMPOST 1 18" BIORETENTION SOIL Ir 12" MIN. RESTRICTIVE LAYER BIORETENTION SECTION B N.T.S. 4 1 2. PRIOR TO CONSTRUCTION, THE I I I CB 5 CO I CONTRACTOR SHALL COORDINATE UTILITY POLE I 11 I N: 6080.90 AND PEDESTAL RELOCATION WITH SNOHOMISH / I 9.38 E: 5339.38 COUNTY PUD. PER UNDERGROUND WIRING / RIM=3 REQUIREMENTS OF ECDC ALL UTILITIES / I ERGR SHALL BE INSTALLED UNDERGROUND ON-SITE.------� / EI=332.05 (6" N,S,E) / 3. DRY UTILITIES REQUIRE 5-FT SEPARATION I j FROM CITY UTILITIES WITHIN THE RIGHT-OF-WAY AND 3-FT SEPARATION FROM / 1 -_g38-� WATER/SEWER/STORM ON PRIVATE PROPERTY. 4. THE PONDS HAVE ALL BEEN SHOWN TO ---------- MEET THE MINIMUM 5-FT SEPARATION FROM THE PROPERTY LINES AND EDGE OF \\� EASEMENT TO THE OVERFLOW ELEVATIONS. � I 1 I IMPERVIOUS AREA TABLE MAX.35% PROP. PROP. BOTTOM LOT HOUSE PERVIOUS HOUSE POND LOT # AREA IMPERVIOUS (SF) COVERAGE DRIVEWAY COVERAGE AREA (SF) (SF) (SF) (SF) 1 10,472 3,187 757 3,187 154 2 10,096 3,187 575 3,187 125 3 1 10,805 3,070 1463 3,070 240 24' TRACT w 20' DRIVE AISLE g' z J wl al a w z L TRAVEL LANE TRAVEL LANE 0- w I� Ia. X 2% ! 2% a .3 .• .1, '2- 1-1/2" POLY WATER SERVICES (3) POWER, CABLE & COMMUNICATION GAS LINE X UTILITY SECTION PRIVATE ROAD N.T.S. PROVIDE A 2"-3" DROP FROM THE EDGE OF SIDEWALK OVERFLOW STANDPIPE PROP. RAIN GARDEN m d m IS-< a� m N m mzl N o ii N c 3:1 MAX 3" WOODCHIP MULCH, c (TYP)AGGREGATE, OR SOD c TOP EL. 329.0 12" FREEBOARD `c MAX WS EL. 328.0 6" LIVE STORAGE 3 � BOT EL. 327.5 3" COARSE COMPOST o m 18" BIORETENTION SOIL p 12" MIN. RESTRICTIVE LAYER iw U A BIORETENTION SECTION N.T.S. o ®m s IN OVERFLOW STANDPIPE 3 N 3:1 MAX L- 3" WOODCHIP MULCH, (TYP) AGGREGATE, OR SOD TOP EL. 336.0 12" FREEBOARD N MAX WS EL. 335.0 6" LIVE STORAGE BOT EL. 334.5 3" COARSE COMPOST 0 0 N 3 N 18" BIORETENTION SOIL z o o m z e 12" MIN. RESTRICTIVE LAYER .- N W G W m a W BIORETENTION SECTION N.T.S. 9 d Know what's below Call before you N Z L 20 0 20 40 Q 1"=20' W Scale Feet APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: C4.0 CITY ENGINEERING DIVISION DI KI 7f11rnnr1r1 6-16 .dwq 34x22 34p.................. • PVI STA ........................ ............... PVI"EC'7+79.05 . 50.00' VC K=19' p M :O N :to M ' O r : 0 + L6 :+ M M :+ M r J r w PROPOSED r W 'N 'N GRRAA DE �G ................................. ..� .„.... _............................................ _...... S.E. 1/4, N.W. 1/4, SEC. 18, .......................................................................... 0 PVI STA 9+40.:72 PVI EL 330.65 40.00' VC K=8. ...................... w 1 II �I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 27_LF I I STA:1 33p.- i (,SO es "12"A So IE=319.25 (6" N,S) I I I J I I 2LF 6" SS ......... ........G...J..................... ..........................320._..... ...........1..5='2'.399K........ . I I I I I I SSCO #1 I I RIM=328.31 I I IE-318.96 (6" N,S) I I I I LJ EX. SSMH I RIM=327.$7 RINI 327.69• IE=318.8j (8" PVC S)it=3Y�-69--(8=3) IE=312.72 (8" PVC E)(aaE) IE-312.62 (8" PVC W)&E-5 2.'** (B%V) ................................................................ _.3 q.p..................................315. _..... �2 � N!n M:W O Imo: 16 iN M M MM M1 :tV M;M tV iV MM N:Oi r: N: M M MM M•M MM M;M MT'� M; M: 7+33 2 8+i00 9+:00 10t 00 100+00 0 a S n TRACT 999 _ PROFILE 0 °n PVI STA 101+19.44 PVI EL 328.60 50.00' VC K=54' CD + M 00 + M + W ' O J PROP. J W o cd n ' W FLOWLINE Q ....... ........................................n ._.......................................n..:...........y w..............................._.330...... EXIST. _ _ — :C/L GRADE — 0.65 — 1.5896 - - EX. 12" So .....:......................................... ...................._.............................................._............. CB 2 TYPE 1 RIM=328.73 328-46 IE=325.69 (12" CPP E) ---T-=:') IE=325.66 (12" CPP W) IE=326.20 (6" PVC S) '. 1 ....RIM=327.45........._................................................ _................................................ : +2--W) IE-324.25 (12" CPP W) 4Q-ZE) IE-324.25 (12" CPP E) .51X PROPOSED FLOW LINE EXISTING ELEVATION CENTERLINE ELEVATION I F 1�� GO:W rnO. M M 1'] MGM MM M 1 "= 2' Vertical :Scale Feet 20 0 20 40 1 "=20' Horizor • APPROVED FOR 9 ® CITY OF m DATE: Know,whafs below ......... ..... �y:..................................... ._................................................;................................................,. Call before you dial. clry Elvclr iI Scale Feet CONSTRUCTION DMONDS m dOd iK 'w a acc U M a N � 3 m 0 m nEi m o m m� a) a o m o 2U a a y C ® � N C4.1 N 0 w 6-16 .dwq 34x22 S.E. 1/4, N.W. 1/4, SEC. 18, TWN. 27 N., RNG. 4 E., W.M. N� NOTE: o 1. ANY EXISTING SEWER STUB FOUND TO SERVICE f o EXISTING LOT SHALL BE CUT & CAPPED AT PROPERTY LINE. EX. SSMH 2. CITY OF EDMONDS WILL TV SEWER MAIN PRIOR z z RIM=327.67 RIM 23^� 69 TO FINAL ACCEPTANCE. z IE-318.67 WPVC S) 317.69 (626) SSMH RIM=327.69 2 4a a IE-312.72 (8" PVC E) 312.84-(g-E) 3. EXISTING SEWER STUB IS NOT PROPOSED FOR 0 0-13 IE 8" PVC(W=312.44 > IE-312.62 (8' PVC W)----------w. REUSE. CUT AND CAP THE EXISTING SEWER STUB m 00 d ;,_ IE 8" PVC(E=312.54 ___ ---_ x x x x- ¢ ooc ® AT THE PROPERTY LINE. EE _ ® 'CONNECTION TO WATER - O D 0 i 0 MAIN, APPROXIMATE /-----------------328---------- / W - 100+00 W - o I t W 101+00 W W 102 00 W W N^ z ~ 184TH ST SW -� -�- pp - - -- IE 12" RCP=323.571 �1 41�1/C ISp-----------5 ---___ IE 12 CP=325.76 SSCO RIM=329.12 m d ----- ---------- - -- ---� nb ------ 2 ----------- i' �6 I -- ssrcoa;¢ -x 829 L I p� 1---------�--- - - --- - - ��3 / a o a noa ci a a'� c 3, PROPOSED 1.5" MIN. �� LEGEND: IE 1 RCP=324.78 WATER METERS ® „ m LF S - / PROPERTY LINE -2 9 I I ,57 I I - CENTERLINE x SS SEWER LINE N 6284.48 j 110 LF SS E 5313.45 H I EASEMENT+ f W WATER LINE RIM-329.10I I // P UNDERGROUND POWER 3' IE=319.25 (6' N,S) I I I / / i \P7/7T/TTl/7T/TT, � � �• fo• ` fD U DRY UTILITIES 1.5° POLYETHYLENE ry/ / SD STORM LINE _ v I WATER SERVICE (TYP.) 1 �� �/G I gi / i� \\ Y I I I �� I / I I O STORM CLEANOUT a o 472 SF r SI I®/TT/T77/TT/T77/T// / ✓ 1µ};gm 1 O CB, TYPE 1 NM SSCO 3A L1!!1/1/L/77/777,\ a A SS6O 3 CO 1E--'3t+3.86- 6"W) I I UTILITY/ POWER POLE o 0 1. VVj N 6235.85 E I o RIM=332.78 I I E f rj E 5312.49 - - � % m _N IE=329.78 (6"W) © POWER VAULT D O m I //✓V RIM=330.984-/�/� V 'N 1�FCT59 9•BBSe I I O m ----� u IE=320.5 (6"N) �N) I II I I WATER METER o �+ N 53 LF 6" PVC S=17.92X :Ea I IE=320.5 (6"S) �sI I �' � m � / IE=320.5 (6"E) I I I SEWER CLEANOUT w 'c /�N/LOCKING CI I LAMPHOLE COVERS I U a a ,���� i I /11iLL/LLC/LL/LL!/LL/U11/LL/� 7 HEXBOLTS V� 4 9 1 it 14 E&O #4 CO I I SSCO #4A N 6150.53 7tl^-QYST.'6T RIF>-534. W �. ® � E 5311.20 F. 55tt.56- RIM=33�3 ^ RIM322.483 • IE-332.09 I I I IE=322.48 (6"N) '' I I •""G) ti I I Ix IE=322.48 (6.S) '_ ---�^,^�-7^'--^.^�- 'S " O---------------------------------1 I I IE=322.48 (6•E) '__'"".,-�,^�^^� ' � 'S 2 LA LOCKING CI I �' \� I LAMPHOLE COVERS /10,096 SF I I �fi' HEXBOLTS I / I + IX i-- of I m ICV " -- I / I I I 56 LF 6"' PVC S=17.16X I �' a m z 88 LF 6' PVC 5=2.90X I om 3 z \ H. I z 0 x 28.5'TRACT OI I I ..omwm w5 -_--� 10' UTILITY v w a w N W vo EASEMENT I ( I I I I / I `3�?�� I •'/ - m N 6084.40 ., �� / I Z I E 5311.82 f-531-fir.� I RIM=333.94 RIM733tet IE=324.40 (6"N�N) I ��6 SSCO SA J DjiIE=324.40 (6"S} 4 g6-(&�j I fi o1=53 5A I I '�Ti LAMPHOLIE COVERS �� RIM=336.00 I V IE-333.00 n O I Z ' i" ��'�ii , � , F 1 i . I 10,805 SF O J 34 LF 6' PVCi S-25;29X I m I I i Ix --------- / 20 0 20 40 Q 1"=20' 1W n I Scale Feet p i -� I 33 • APPROVED FOR CONSTRUCTION Ix ® CITY OF EDMONDS '--------- - - - - �x --------------------- d DATE: Know what's below. BY: C, 5.0 Call before you dig. I CITY ENGINEERING DIVISION R:\Proiects\291 (Lee Johnson)\016-16 (Edmonds)\As-built\sheets\CDs\EP-ut0l.dwq 34x22 DI AI 1:)n1Rnnriri