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APPROVED CIVILSI I I I I , I I I I I I , I I , I I I I I ---w----w� III I , I I I I I I I , I' I I I I I I I , III I I , I I I I III 14 I I I I I , I I I I I I I I I L I EX. RESIDENTIAL EX. RESIDENTIAL I I I I I asp �s�tr SW1/4 OF SEC. 31, T27N, R4E. , W.M., CITY OF EDMONDS, SNOHOMISH COUNTY, WA oN� •• .. ftftft DENNY'S 410100� 1� i . - ARBY'S - _ a' �p -w----t�� 11F W a'J--"'1�' a 1 'w 's w ,.- w---- w---- w---- vSj--- w---- w---- w---- w---- w---- w---- w---- w---- w--- - w---- w---- w---- w---- w---- w -- ---w----w ------w----w----w----w----w----w----w- w----w-- w-,,---w- w 244TH STREET SW � I � 4 OVErNMLLASITE MAP.N0 15 30 so jansmagm PARCEL NO: 00463303200303 LEGAL DESCRIPTION LOT 2, SHORT PLAT NO. SP1096(5-75) RECORDED UNDER ADF 2394687, BEING A PORTION OF LOTS 3, 4 AND 5, BLOCK 32, HANBURY'S SOUND VIEW TRACTS, ACCORD. TO THE PLAT THEREOF RECORDED IN VOL. 7 OF PLATS, PAGE 20, REC. OF SNOHOMISH COUNTY, WA; EXCEPT THE SOUTH 5.00 FEET OF THE NORTH 145.00 FEET OF THE WEST 60.00 FEET OF THE EAST 70.00 FEET OF SAID LOT 4, HANBURY'S SOUND VIEW TRACTS. VERTICAL DATUM BENCHMARK - SNV-7557. NAVD88. CITY OF SEATTLE BRASS CAP, STAMPED "7577". NORTHEAST CORNER OF CONC. BASE FOR STEEL TRAFFIC SIGNAL POLE IN TRAFFIC ISLAND AT SE QUADRANT OF THE INTERSECTION OF AURORA AVE NORTH & NORTH 2O5TH ST. (244TH ST. SW). ELEV= 414.60 SITE BENCHMARK: EX. SEWER MH RIM= 442.87 PROJECT DATA SITE AREA: 29,217 SF (0.67 AC) ZONING: RM1.5 - MULTI FAMILY 1500 SF OF LOT AREA PER UNIT EARTHWORK QUANTITIES: SITE STRIPPING = 339 BCY SUBGRADE CUT = 4464 BCY SUBGRADE FILL = 726 BCY * FOR PERMIT USE ONLY EX. IMPERVIOUS AREA: 8683 SF PROP, IMPERVIOUS AREA: 23,516 SF NET CHANGE IMPERVIOUS AREA: 14,833 SF A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. THE CONTRACTOR SHALL APPLY FOR THIS PERMIT; APPLICATION SHALL BE FILED PRIOR TO ISSUANCE OF THE CIVIL PERMIT & CONSTRUCTION PLANS. COMPLIES WITH APPLICABLE Cif ORMWAT CODE ate:--y( LEGEND EXISTING PROPOSED PROPERTY LINE R.O.W. CENTERLINE - - - - - - EASEMENT m WALL 100 GRADING CONTOUR +90.00 SPOT ELEVATION - - - - SWALE GRADE BREAK - - 8- - w WATER MAIN - - 8 - - s SEWER MAIN - _ 12" DD_ _ o STORM DRAIN 'C� FIRE HYDRANT ® WATER METER N N GATE VALVE O • SEWER MANHOLE ■ STORM CB C� O STORM MANHOLE TERRAFORMA 4. DESIGN GROUP, INC. o CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE Ir 5027 51ST Avenue SW Seattle WA 98136 0 C9 phone 206.923.0590 website terraformadesigngroup.com J {;I��'afi�'K7k$i@iBWctY Bwrii" lan coat Faflafy 242nd St SW A SITE -, 0 eer�viy 4. p i�n��ra mcwa-r Nl�ar r. �r4tt� N +�rzik�+cl�rpe" �;ua��&arb4c 244th St SW Z \� f ed♦";s �lfir,� Prime 4 A 2;nlp 0om,ar C. Bar-* of Amm'wa c v � E z VICINITY MAP SCALE: N.T.S. PROJECT TEAM CIVIL ENGINEER TERRAFORMA DESIGN GROUP, INC. 5027 51ST AVENUE SW SEATTLE, WA 98136 CONTACT: PEDRO DEGUZMAN, PE PHONE: (206) 923-0590 EMAIL: pedro®terraformadesigngroup.com ARCHITECT CORNERSTONE ARCHITECTURAL GROUP CONTACT: STEVE BARNES PHONE: (206) 682-5000 GOVERNING AGENCIES OWNER: VISTA REI, LLC DEVELOPER: GURLSI FAMILY LP CONTACT: ROY GURSLI PHONE: (425) 210-5502 GEOTECHNICAL ENGINEER ASSOCIATED EARTH SCIENCES, INC. CONTACT: KURT D. MERRIMAN, PE PHONE: (425) 827-7701 REPORT DATED: FEB. 11, 2016 SITE, GRADING. STORMWATER ELECTRIC CITY OF EDMONDS SNOHOMISH COUNTY PUD NO. 1 121 5TH AVENUE NORTH CONTACT: MARY MCALLISTER EDMONDS, WA 98020 PHONE: (425) 670-3216 WATER, SEWER NATURAL GAS OLYMPIA VIEW WATER & SEWER DISTRICT PUGET SOUND ENERGY 8128 228TH STREET SW PHONE: (888) 321-7779 EDMONDS, WA 98026 CONTACT: LYNNE DANIELSON LEPHONE PHONE: (425) 774-7769 FRONTIER CONTACT: JEREMY FALLT FIRE PHONE: (425) 263-4024 SOUTH SNOHOMISH COUNTY FIRE & RESCUE CONTACT: KEVIN ZWEBER CABLE PHONE: (425) 771-0213 COMCAST CONTACT: MIKE FONTENOT PHONE: (425) 263-5482 PROJECT DESCRIPTION PKUPUSED 10-UNIT & 9-UNIT+OFFICE APARTMENT COMPLEX ON EXISTING 0.67 ACRE PROPERTY. TWO (2) EXISTING FOUR-PLEX STRUCTURES TO BE REMOVED. ACCESS PROVIDED VIA PRIVATE ACCESS DRIVE TO SW 244TH STREET. PROPOSED ONSITE BIORETENTION PLANTER AND UNDERGROUND DETENTION SYSTEM. PROPOSED WATER AND SEWER IMPROVEMENTS PER OLYMPIC VIEW WATER & WASTEWATER DISTRICT STANDARD. ONSITE GRADING, RETAINING WALLS, PAVING AND LANDSCAPING. tjj a W = r 0 00a Q r w Z m m ® CaRHERSME ARCHITECTURAL GROUP 3/3011 S 10 01 0 4010 z W U> 20 c- Z JO J Q I.L W w Q � Z Cn > co < CU J N 0 z00 � SHEET INDEX RECEIVED COA CIVIL COVER SHEET AUG 15 20113 CO.2 CIVIL NOTES =A'EVELOPMENT SERV�Es am. � C1.1 PAVING PLAN CITY OF EDivi0Uj 0) S C 1. SC + ` C1.2 244TH STREET ACCESS J 1 6 JUN 018 C2.1 TESC & DEMOLITION PLAN = Z C3.1 GRADING & DRAINAGE PLAN Q U) I- BUILDI EPAR ME W CITY EDMONDS 3.2 OFFSITE STORM PLAN ,_, C4.1 UTILITY PLAN jUJI O C5.1 SW 244TH STREET IMPROVEMENTS C6.1 TESC DETAILS Q- C6.2 STORM DETAILS C6.3 CIVIL DETAILS > C6.4 WALL DETAILS W U M 1 WATER & SEWER COVER SHEET (� 2 WATER PLAN uj 00 3 SEWER PLAN H O Uj 4 WATER PROFILES CV)Z 1-1.1 LANDSCAPE PLANTING PLAN M 0 1.2 LANDSCAPE DETAILS & NOTES W W W vJ I L APPROVED FOR CONSTRUCTION .1ES ts CITY OF EDMONDS 8AF 0 DADS DATE: BLD2019-0997 8513 244TH ST SW - BLDG #2 BLD2019-0998 8509 244TH ST SW - BLDG # 1 GENERAL CONSTRUCTION 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) - 2017 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - 2012 / 2014 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON (SWMMWW) - OLYMPIC VIEW WATER AND WASTEWATER DISTRICT DEVELOPER'S EXTENSIONS AGREEMENT AND CURRENT REGULATIONS FOR WATER AND SEWER CONSTRUCTION. 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL ASBUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIOE ACTIVITIES (i.e. HEAVY EQUIPMENT, STOCKPILING). 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 19, ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE' DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM. 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLA11ON OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM OLYMPIC VIEW WATER & SEWER DISTRICT. COORDINATE WITH THE DISTRICT REGARDING BACKFLOW REQUIREMENTS. 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECQNSTRUCTTON CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLE1ON OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. ** CONTACT WATER SYSTEMS SHUTOFFS WITH OLYMPIC VIEW WATER AND SEWER DISTRICT. SW114 OF SEC. 31, T27N, R4E. , W.M., CITY OF EDMONDS, SNOHOMISH COUNTY, WA A W a I DESIGN GROUP, INC. 0 CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE tQ 5027 51ST Avenue SW Seattle WA 98136 an phone 206.923.0590 website terraformadesigngroup.com Mi 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNEC1ONS TO EXISTING UTLITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 31. ALL U1LITIES SHALL BE PLACED UNDERGROUND. 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 957.. COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE 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. HAUL ROUTE SCALE: N.T.S. 1. SHALL HAVE A 4" STORZ ADAPTER (UL LISTED FOR THIS PURPOSE) WITH A 30 DEGREE DOWN TURN (FROM HORIZONTAL). 2. SHALL BE INSTALLED AT A HEIGHT OF 36-48" ABOVE FINISHED GRADE. 3. SHALL BE PAINTED RED AND BE LABELED WITH THE BUILDING ADDRESS NUMBERS AND/OR BUILDING LETTER. 4. SHALL HAVE SIGNAGE AS REQUIRED BY NFPA 13. 5. SHALL BE LOCATED AWAY FROM THE BUILDING, OUT OF THE COLLAPSE ZONE, WITHIN 50 FEET OF A HYDRANT OR AS APPROVED BY FIRE MARSHALL, AND SHALL BE EQUIPPED WITH A 4" STORZ CONNECTION(S) WITH A 30-DEGREE DOWN ANGLE, IN A LOCATION APPROVED BY THE FIRE MARSHAL. 6. SHALL BE SO LOCATED THAT FIRE APPARATUS AND HOSE CONNECTED TO SUPPLY THE SYSTEM WILL NOT OBSTRUCT ACCESS TO THE BUILDINGS FOR OTHER FIRE APPARATUS. 7. HAVE A WORKING SPACE OF NOT LESS THAN 36 INCHES IN WIDTH, 36 INCHES IN DEPTH AND 78 INCHES IN HEIGHT SHALL BE PROVIDED AND MAINTAINED AROUND ALL FIRE DEPARTMENT CONNECTIONS. 8. SHALL HAVE SIGNS INDICATING THE TYPE OF SYSTEM SERVED I.E. AUTOMATIC SPRINKLER, DRY STANDPIPE, TEST CONNECTION ETC. SIGNS SHALL BE PROVIDED FOR ALL FDCS, SHALL BE METAL WITH RAISED LETTERS NOT LESS THAN 1" IN SIZE, MOUNTED ON THE FDC OR AS APPROVED BY THE FIRE MARSHAL. 9. FIRE PROTECTION FACILITIES SHALL NOT BE OBSTRUCTED BY LANDSCAPE PLANTING NOW OR IN FUTURE. FIRE PREVENTION NOTES 1. FIRE LANE MARKINGS SHALL BE PROVIDED IN ACCORDANCE WITH - IFC 503.2 & 503.3 AND CITY OF EDMONDS/FIRE DISTRICT 1 STANDARD. 2. PREMISE IDENTIFICATION - IFC 505.1 PROVIDE ADDRESS NUMBERS, MINIMUM 12" HEIGHT, 1' STROKE, CONTRASTING COLORS ON EACH BUILDING, LOCATION TO BE APPROVED BY THE FIRE MARSHAL'S OFFICE. PROVIDE SIGN ON 244TH. 3. FIRE DEPARTMENT KEY BOX AND GATE CONTROLS - IFC 506 AND COE/FD1 KNOX BOX STANDARD, PROVIDE ONE (1) KNOX BOX ON EACH BUILDING NEAR THE FIRE RISER/FACP ROOM DOOR. 4. AN AUTOMATIC FIRE SPRINKLER SYSTEM IS REQUIRED. (IFC 903.2.8, 903.2.1.6 (WA), 903.3.1.2, 903.1.2.1). 5. FIRE RISER ROOM - CO -LOCATED FIRE RISER AND FIRE ALARM CONTROL PANEL IN THE SAME ROOM. 6. PROVIDE PORTABLE FIRE EXTINGUISHERS IN ACCORDANCE WITH - IFC 906. 7. A MONITORED AUTOMATIC FIRE ALARM SYSTEM IS REQUIRED (IFC 907.2) CONSTRUCTION SEQUENCE 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE IS REQUIRED. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 3. CALL FOR UTILITY LOCATES. 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE (LIMITS OF CLEARING & GRADING). 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 6. DEMOLISH EXISTING STRUCTURES 7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 8. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW) 9. BEGIN BUILDING CONSTRUCTION, 10. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 11. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETA11ON OF ENTIRE SITE, 12. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. PEDRO DEGUZMAN, PE TERRAFORMA DESIGN GROUP. INC. PHONE: (206) 923-0590 ! 'M 1 . [alai-• '11 NAME: COMPANY: PHONE: (CONTRACTOR & CESCL NOT CHOSEN AT THIS TIME, CONTRACTOR SHALL IDENTIFY CESCL PRIOR TO PRE -CONSTRUCTION MEETING. _j M Q Ir x 0 U 4 al Z m 0 CORNERSTONE ARCHITECTURAL MP 3/30/18 • i s i RECEIVED AUG 15 2011 DEVELOPMENT SERVICES CTR. CITY OF EDivIONDV) Uj ® Z J U) WN LL J G I- t.1,1 W W •'[01 o wimm DATE: <�_ M-V\D BY. CItY ENGINEERING DIVISION 0 — 0 EX. CHHAINLINK FENCE NOW Own .. 07 000 ams A1mmwmmwm Onn 0.10 Onft 012 LSC I II jI ° EX. 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CENTERLINE + + ++ + �t , + + + + + + .. + 5.00 1 4+#+#++++ ++++ + ++++ + — — — — — — EASEMENT I + + + + + + + t + L + LLJ �4 + + ,# + + + + + WALL _ ► + +� + + + + + + + + 1 Z - + + + 3 + # + + # #+ + + S 89007'04" E 40.00 Lsc `+ + + + + + ++ + + r 1— CONCRETE 3, + + + + + + + + + + + + + + sx ,, �/j :)-0=cD0=c�DocDoc::)onoc-0 --------------; �� _�� �;o _ ,c ) 0 2 .14 9 T S s S S __S S OWN I �1; s D D D D LSCD D D Tr_.._.-uB.S.B.L ° —D ° ° D LSC I ° I LSCIL IN A I I VI x I 1 V-A I I I o I BUILDING 1 q 1 2 10 UNITS ° ° ► 1ST FLOOR FF= 445.50 LSC °14 4 TRASH I RECYCLE DEN N TA EDMONDS LLC 8431 244TH ST. SW ARCEL 00463303200102� EX. 10' SEUVER EASEMENT x° AFN# 1988205' NO EX. PIPE ESMT. TO BE x RELINQUISHED BY,POVWWD.� + + + + + + + EX. A.C. PAVING +++++ + ++ +++++ ++++++++ ++ ( EX. SEWER ,Fa4SMENT 16 + + + + + + + + + + + AFN# + + + + + + + + + + + I f t /�; NEW A.C. PAVING - LT. DUTY + + + ` N + + + + + + + + + + + EX. 40� NEW A.C. PAVING - HVY. DUTY + + ♦ a + + + + + + + + + + + + t + j r ' + + ` ♦ + + + + + t t + I + + + + + + + + + + + + + + ACCESS & %`1,� + (UTILITY ESMT:%' o s �o zo EXIST BLDG ' + + + + + ++ + + + + +I EX. CONIFER OR DECIDUOUS TREE TO REMAIN + + + - - o + + + + + + + + + + + + -4 ��'/ € + + + + + 1+ + + + + + f 1 inch = 10 ft. + I + + + + + + + + + + + + + + + + + + + + + + #i: + + + . + + t+++ +++++� + +! + + + + + + + + + + +F ++,+ ++++—+�-� + + + + + + +o -yy --- N/ - - - -w - -- VV- + + + +'�+ + + '- --- W-- - W - W TERRAFORMA W a PF DESIGN GROUP, INC. JZ o CIVIL ENGINEERING &LANDSCAPE ARCHITECTURE wg Q 5027 51ST Avenue SW Seattle WA 98136 a �1 phone 206.923.0590 website terraformadesianaroun.com W ~ O *!-nownwwwwwo ~ ann .i --S----S-- —C �3 ul z 77 ` FA a4, 0! ® CORNERSTONE ARCHITECTURAL GROUP 0 SITE NOTES 1 A.C. PAVING PER DTL. 1/C1.2 2 CONC. WALKWAY PER ARCH. PLANS 3 CONC. RAMP PER ARCH. PLANS 4 CONC. CURB PER ARCH. PLANS 5 STRIPING PER ARCH. PLANS 6 CONC. BLOCK WALL SHEET C6.4 7 PROPOSED MAILBOX PER ARCH, PLANS 8 6' HIGH WOOD FENCE PER ARCH. PLANS 9 CONIC. STAIRS PER ARCH. PLANS 10 SAWCUT & SEAL LINE 11 RECONSTRUCT EX. MAILBOX WITHIN PLANTER 12 9" DIA. PRECAST CONC. BOLLARD PER OLYMPIC VIEW WATER & SEWER DISTRICT DWG. - N0. W 9 13 FIRE LANE LANE DELINEATED BY 4" WIDE, YELLOW LINE. LOCATED 6" OFFSET FROM FACE OF CURB. "FIRE LANE - NO PARKING" STENCILED AT 50' O.C. LETTERS TO BE 12" MIN. HEIGHT, 2" STROKE, YELLOW. 14 CONIC. WHEELSTOP PER ARCH. PLANS 15 RELOCATE TRASH BIN HERE FOR SUNRISE CONDOS. RECONSTRUCT ROCKERY PER DTL. 1/C6.3 CONCRETE PAVING PER ARCH. PLANS 16 NEW ROCKERY PER DTL. 1 /C6.3 3/30/18 z CLz JO J Q W w Qct Q U) Z > U) Q r- N • �i RECEIVED C AUG 15 2,13 � DEVELOPMENT SERVICE Cf) CITY OF EDiviONDI O i J CL z Q 1- C W Z Q CO, 0� Z) ri U NW � li LL J I �-- 0 z C'7 Q W (� W = w PERMIT: BLD2017089910900 �' U) APPROVED FOR CONSTRUCTION RFESUB CITY OF EDMONDS AP 2018 11I L-VII RTMENT DATE: 9 OF ED ONDS BY: runiur Hain nenw. LEGEND EXISTING PROPOSED ---- PROPERTY LINE — R.O.W. CENTERLINE — ---- — — — EASEMENT m WALL I CONCRETE EX. A.C. PAVING NEW A.C. PAVING — LT. DUTY * * * ***•*•***-*** NEW A.C. PAVING — HVY. DUTY < NEW A.C. PAVING — ROADWAY PER SHEET C5.1 — — 2`'— —---- WATER MAIN — — 8 s� SEWER MAIN — _ 12" DD_ _ p STORM DRAIN FIRE HYDRANT EB ® WATER METER m GATE VALVE 0 1f SEWER MANHOLE ❑ ■ STORM CB (D STORM MANHOLE VERTICAL DATUM BENCHMARK — SNV-7557. NAVD88. CITY OF SEATTLE BRASS CAP, STAMPED "7577". NORTHEAST CORNER OF CONC. BASE FOR STEEL TRAFFIC SIGNAL POLE IN TRAFFIC ISLAND AT SE QUADRANT OF THE INTERSECTION OF AURORA AVE NORTH & NORTH 2O5TH ST. (244TH ST. SW). ELEV= 414.60 :jITE BENCHMARK: EX. SEWER MH RIM= 442.87 82344 82346' 82348 82350 A.C. PAVING 'CRUSHED ROCK BASE :.;: �.. • ` _:SOIL' S,BGRA �E—�_`:• . `>>:; ; :�':r LIGHT DUTY PAVING 2" HOT MIX ASPHALT — CLASS 1/2", OVER 4" TOP COURSE CRUSHED SURFACING PER WSDOT SPEC. 9-03.9(3), OVER COMPACTED SUBGRADE, 95% OF MAX. DRY DENSITY (ASTM D1557) HEAVY DUTY PAVING 3' HOT MIX ASPHALT — CLASS 1/2", OVER 6" TOP COURSE CRUSHED SURFACING PER WSDOT SPEC. 9-03.9(3), OVER COMPACTED SUBGRADE, 95% OF MAX. DRY DENSITY (ASTM D1557) NOTE: FOR ADDITIONAL PAVING AND COMPACTION REQUIREMENTS, REFER TO GEOTECHNICAL REPORT BY ASSOCIATED EARTH SCIENCES. 1 ASPHALT PAVING SECTION C1.2 SCALE: N.T.S. n' r ASPHALT BERM C1.2 SCALE: N.T.S. SIGNS SHALL BE CONSTRUCTED OF 14 GAUGE ALUMINUM AND THE MINIMUM WIDTH SK41 BE 12". THE ADDRESS NUMBERS SHALL BE 3" HIGH REFLECTIVE WHITE, SET ON A GREEN W CKOROUND. ADDRESS SIGNS ,ARE REOUIRED WHEN THE ADDRESSES CANNOT BE SEEN FROM THE STREET. SIGNS SHALL DE PLACED ON 4OX40 TREATED WOOD POST. HEIGHT To 807TOM Of SIGN SHALL BE 30" ADDRESS SIGN SIGNS SHALL BE CONSTRUCTED OF 12 OUAGE ALUMINUM. FOR ARTERIAL AND COLLECTOR STREET SIGNS, MINIMUM SIZE SHALL BE 9` X ' WITH LETTERING 6" TALL. F RESIDENTIAL STREETS. SHALL 5TH AVE BE 6a X 30", M IRS 4" TALL IN BOTH CAS EKING VALL BE HIGH RE WHITE SET ON A GRE IGW)UND. V� 2" X 2* X 10' TALL UNISTRUIT PCISMS SHALL BE SET IN A 2' UNISTRUT SLEEVE / CONCRETE FOUNDATION. TREFT SIGN mom ,�,., .,.x a .tea„, .,..�-...• x, T- GEDlwPT 10 r6'r03 L. GEREFIT J ,f c. ��r a 1-� 2 4 .=rn1 FITS SW1/4 OF SEC. 31, T27N, R4E. , W.M., CITY OF EDMONDS, SNOHOMISH COUNTY, WA 0 SITE NOTES 1 A.C. PAVING PER DTL. 1/C1.2 — — 4 CONC. CURB PER ARCH. PLANS iu ; p 10 SAWCUT & SEAL LINE .h� 16 NEW ROCKERY PER DTL. 1 /C6.3 EXIST BLDG 40' WIDE INGRESS, EGRESS- & UTILITIES EASEMENT (PER SHORT PLAT SP109(5-75) ROCKERY NOTE NO ROCKERY MAY ENCROACH INTO OR BE LOCATED IN, OVER OR ON ANY CITY RIGHT—OF—WAY. ROCKERIES ON PRIVATE PROPERTY ADJACENT TO CITY RIGHT—OF—WAY MUST BE SET BACK FROM THE CITY RIGHT—OF—WAY A MINIMUM HORIZONTAL DISTANCE EQUAL TO THE HEIGHT OF THE ROCKERY. 1 11- ____ 1-11 --- SIGN PER CITY DTL. E8.3 SPECTOR. EX. CONDOMINIUM (WINDCREST 8515 244TH ST. SW PARCELS 00845400-100100 TO—200500 NEW SIDEWALK PANEL. / EX. ARBY'S SIG!::N 4' MIN. LENGTH. — REMOVE ROCK — a �P OFi:_ OHU OHU REFER TO SHEET C5.1 FOR SW 244TH STREET RESTORATION 31111111 0 5 10 20 1 inch = 10 ft. TERRAFORMA CU a S 1 � 8 " ® DESIGN GR O UP, INC. 0 CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 0 5027 51ST Avenue SW Seattle WA 98136 2� phone 206.923.0590 website terraformadesigngroup. com %2 J C � Q (L 5/ f F— %22222 U '2 2 2 W _ N 2�2IV/ Q m 41 '%��'� �i�i,,��r;�,`%,��``�,✓'"i2 �'�� `O � , ✓� ,✓ , %'J✓22, m �G �,✓ t, `2 0r✓ } c CORNERSTONE ARCHITECTURAL GROUP ', ✓,,2°' ' t�WA �;:;;,,%,.f�`�s �,� `2� 2,,�✓;,,s2,°''22, 2 � �� �J o ECTIONAL SIGN UTILITY POLE CLEARANCE FROM FACE OF OF CURB OHU OHS OHLJ OH[j — -- OHU off HU SS�4NAt_ ECG 3/30/18 N O z C- Z VO J J Q w Q U) Z >� Q J N RECEIVE® AUG 15 2 13 C!) O (n d' DEVELOPImi:NT SERVICES CTR. r W CITY OF EDNIONIDS CM Q z Q � ~ w w W F- 0 C I :D _ I�L� U) C'A NWN co ESU 1-- � orn J U 1 2018 1= co z ~ CY) ®,wp� LL (!) W LU r H W PERMIT: BLD20170899/0900 ® ILL APPROVED FOR CONSTRUCTION CITY OF EDMONDS 01 Ig0 DATE: DIVISION C1.2 0C:CJCD0=C:D� 0 ------ ..Te....r _� - -7 Ak� O 00 CY) SILT FENCE �i PER DTL 1 /C6.1 _5 -- ✓✓ - EP-3 PROTECT EX. TREES _ Z_ -- PER DTL. 7/C6.1� _ s _ / v ; __ _1 I - ! ! l7 r ! I ! REMOVE EX. + i BUILDING & SHED ---------- a___ B I VERTICAL DATUM BENCHMARK - SNV-7557. NAVD88. CITY OF SEATTLE BRASS CAP, STAMPED "7577». NORTHEAST CORNER OF CONC. BASE FOR STEEL TRAFFIC SIGNAL POLE IN TRAFFIC ISLAND AT SE QUADRANT OF THE INTERSECTION OF AURORA AVE NORTH & NORTH 2O5TH ST. (244TH ST. SW). ELEV= 414.60 nr nruntiusnv. r-V CCII/CD ►IU DI\1- AA7 R7 i SW1/4 OF SEC. 31, T27N, R4E. , W.M., CITY OF EDMONDS, SNOHOMISH COUNTY, WA EX. SSMH RIM= 442.87 1E(6"W)=435.85 i 1E(8"N)= 435.77 SEE SHEET C3.2 FOR OFFSITE STORM LINE UL__J�= 4_�:D 0CKjC:D0=CD0 AL 0" -- _wip F _ a S----s----S----S------__S--__s----S----s----S-----S- EX. 10' SEWER EASEMENT �- ° pc AFN# 7703020257 + r-.--_--___-__ - -------------- 7-7 ------- �% ! ! - t t ! p ! ■ O I ., -10 o t Q 65 ■ o REMOVE EX. ! TL I BUILDING & ED -L ' o t ! ■ ' I Q ° ■ wI � Q: 1 ! ® WI i I t ■ � rn ■ Cn�� d ✓ ! ! ■ w Q ! I ■ I U . L---------------------- I ■ N © � R :� __®________�___J ■ CLEARING, VEGETATION REMOVAL, AND/OR ■ I TOCKPILING OF EARTH MATERIALS SHALL NOT J q \\ PUMP HOSE TO STORM ■ i OCCUR ONSITE UNTIL CB #2 AND THE DOWNSTREAMOUTFALL MANHOLE (CB#2) ■ FOOTPRINT SYSTEM SHOWN ON C3.1 HAVE BEEN CONSTRUCTED ■ ! ! EXPLORATION PIT {TYP) AND APPROVED BY THE CITY INSPECTOR. 0 ■ ! ! I SEE GEOTECH REPORT ■ d- PROTECT EX. (2) ■ ! I ----- EP-2 OFFSITE TREES I PER DTI. 7/C6.1 ■ i r REMOVE ALL EXISTING VEGETATION SOIL STOCKPILING WITHIN LIMITS OF CLEARING & GRADING TEMP. SWALE • PER DTL. 3%C6.1 PER DTL. 4/C6.1 ! ! ®CP 761 ■ STALL GRAVEL AS NECESSARY REMOVE EX. OUTFALL SPILLWAY PROTECT EX. (1) -.� - __---_--._-_J a \ AT SOB SHACK (BMP C107 UTILITY POLE & 12" THICK 15' MIN, WIDTH x 100' LONG OFFSITE TREE I CONSTRUCTION ROAD % �.� OVERHEAD d 3 - 6 QUARRY SPALLS PER DTL. 7/C6.1 , I REMOVE EX. KING AREA STA ILIZATION) WIRES % CONSTRUCTION STABILIZED CENTRANCE �• p ! ::. •.�:" �;s ° PER 2/C6.1 •• (,�``l� A.C. PAVING ..... _ 48 ,•.> ., ;'s., ,jw; •; w Rio p °° °•0�• �0 0ono e •• i -- _ o REMOVE EX. ___.`�A ,� _ o ° •+ I UTILITY POLE &u :..... / �,,, •----- �• • ♦ • 50' � TEMP. �-- otw LIMITS OF CLEARING C; o ° 000 ♦ • » OVERHEAD„ o &GRADING JOB SHACK 443 O ° ° O 8 CPE 0 1.0% "'�.:: - WIRES 4� 000 O Q► 4' WIDE BERM _ _ _ - O• 443. 0 - .. _ O O° -•-..-- - a 45 , I O O Q fl IE(8»)= 440.50� 2 ` 439 I t�► CITY INSPECTION REQUIRED ON OUTLET RISER WITH LEGEND ALL EROSION CONTROL MEASURES - inrnol! /SAKI RC('_IRI PUMP PER DTL. 5/C6.1 � - BEFORE EXISTING PROPOSED PROPERTY LINE -100 100 GRADING CONTOUR SITE CL ACTIVIT w_ WATER MAIN THE DR - - 8 - - s SEWER MAIN - _ 12" DD_ _ 12»0_ STORM DRAIN _ - PERFORATED DRAIN �f FIRE HYDRANT ® WATER METER D4 b� GATE VALVE 0 -F SEWER MANHOLE ❑ ■ STORM CB G❑' STORM MANHOLE •• LIMITS OF CLEARING a - - - - TEMPORARY SWALE b F FILTER FENCE Cli R,.. STRAW WATTLE O O�O ROCK ENTRANCE s - - EX. CONIFER OR DECIDUOUS TREE TO REMOVE 04 EX. CONIFER OR DECIDUOUS TREE TO REMAIN 1 inch = 10 ft. SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. EXISTING GRADE INFORMATION IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF ANY DISCREPANCIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO CONFIRM EXISTING UTILITY AND GRADE INFORMATION. CALL AT LEAST 2 WORKING DAYS BEFORE YOU DIG CALL'811' SEDIMENT POND (BMP C241) PER DTL. 5/C6.1 20 TOP EL= 443.0 OVERFLOW= 442.0 OVERFLOW AREA= 652 SF BOT. LIVE -STORAGE EL= 440.5 BOTTOM= 439.0 UvtKrLUW JmLvmi 12» THICK 3" - 6' QUARRY SPALLS INSTALL STRAW WATTLE - AT SITE ENTRANCE AT END OF DAY OR 11MES OF RAINFALL. HOLD DOWN WITH SANDBAGS 8' O.C. SILT FENCE I CB#2 & OUTFALL PIPE PER SHEET C3.2 IE(OUT)= 434.13 ** INSTALL AT START OF PROJECT TURBIDITY DISCHARGE MONITORING POINT. PERFORMED BY A CESCL OR VIA SPECIAL INSPECTION. PER DTL 1 /C6.1 OHS ° OH -ENTRAP AREAS BELOW THE SEDIMENT POND WITH SILT FENCE MAINTAIN EX. A.C. PAVING UNTIL READY FOR FINAL PAVEMENT RECONSTRUCTION INSTALL STRAW WATTLE DURING WATERMAIN INSTALLATION, AREA CLEARING / GRADING. HOLD DOWN WITH SANDBAGS 8' O.C. A on bill, TERRALFORMAL III I �I. F DESIGN GROUP, INC. 0 CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE w 5027 51ST Avenue SW Seattle WA 98135 c phone 206.923.0590 website terraformadesigngroup.com • CONSTRUCTION SEQUENCE ,. GENERAL NOTES, TO SHEET CO.2. REFER TO SHEET C6.1. I�EMOLITION PERMIT REQUIRED FOR "%'EMOVAL OF EXISTING STRUCTURES. I3 r Z m ® CORNERSTONE ARCHITECTURAL GRC IP CONTRACTOR SHALL REFER TO THE o <a• DF0 ft STORMWATER POLLUTION PREVENTION PLAN w°��of w�'`� (SWPPP) FOR ADDITIONAL TESL MEASURES AND GUIDELINES AS NEEDED. THE SWPPP CAN BE FOUND WITHIN THE PROJECT STORM DRAINAGE REPORT. SWPPP PREPARER PEDRO DEGUZMAN, PE TERRAFORMA DESIGN GROUP. INC. PHONE: (206) 923-0590 CERTIFIED EROSION & SEDIMENTATION CONTROL LEAD (CESCL) NAME: COMPANY: PHONE: (CONTRACTOR & CESCL NOT CHOSEN AT THIS TIME, CONTRACTOR SHALL IDENTIFY CESCL PRIOR TO PRE -CONSTRUCTION MEETING. TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES 1. APPROVAL OF THIS TEMPORARY EROSION/SEDIMENTATION CONTROL (TESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES). 2. THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE TESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT, SEDIMENT AND SEDIMENT -LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE. 6. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. THE TESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 10. SITE CLEARING & EARTHWORK ACTIVITIES SHALL BE DONE DURING THE DRY SEASON (MAY 1 - SEPTEMBER 30). SITE SHALL BE STABILIZED PRIOR TO SEPTEMBER 30. IN THE EVENT SITEWORK CONTINUES INTO THE WET SEASON, THIS TESC PLAN AND THE SWPPP SHALL BE REVISED. 3/30/18 a Ye n U) w >IIIIIIIIIN C) LO co RECEIVED AUG 15 2013 DEVELOPmENT SERVICES CTR. CITY OF EDMONDS r �0 Z � M J �- W W ®06 p U) (�LU W00 ch L.L. I- r CCj (n I- , z O L.L. W M U) Ll.I F- sulmAPR 2018 RT ENT r� GF . ■ C� FOR PLANTER AREAS REFER TO NOTES ON SHEET C3.2 REGARDING POST -CONSTRUCTION SOIL QUALITY AND DEPTH. CONC, BLOCK WALL PER SHT. C6.4 W 4" PERF. DRAIN 0=C:D0 TW=456.00 CD D=CD GR=455.00 o p ` Cr 451.3t� 4' PVC "` TIGHTLINE ' m I m' m 1 I A5 R 1 CO (TYP) 0 �; @ 1% MIN. TO DRAIN 23 ° if d EX, CONDOMINIUM (SUNRISE AT EDMONDS 85XX 242ND ST SW PARCELS 006781000-10100 to 30100 9OLF DEEP CURB FOR 4" PVC TIGHTLINE (TYP) SLOPE TO 1% MIN. TO DRAIN NORTH 448.Ot � 443.ot C:::) 1 Co 28 cn + + EX. 10' SEWER EASEMENT °° AFN# 7703020257. NO EX. PIPE. SITE BENCHMARK: w + ESMT. TO BE RELINQUISHED EX, SSMH, RIM= 442.87 BY OVWWD. IE= 435.90 6 W,S + IE= 435.77 (8"N) .� ._ ..� 4 442.5f - + 0 T3 S- s s s s s T2 I F26177 - -WWI- I , 1 0.1 LIM01 .-1�� 12 ►IIII a .,, i -_®- ► �.I► ` �IIQIliliiiI RINK 1 -m -IV i-l- iii iIlil- lllillllllll i- . 7 445.50 JT 445.5- Pon%■ ■ ■LDG ' , 29 I i �i 455.20 , +y ��27 eL._.. W 3 PVC, SDR35 ► 0 2"MIN. To % I - I 10 UNITS/ TW=457.50 1 STORM DRAIN (TYP) I 4 °a I 20B 1 ST FLOOR FF� - 445.50 GR=455.30 i - � )I L, BUILDING 44 Or- RD 24 - 455.10 ROOF LINE (TYP) 1 I � + + + I a a GR=444.85 ` o TRANSFORMER 444•.5 a + + + G I + i i 445.27 TC=445.20 0 Gl '=444.70 ROOF "DOWNSPOUT Ia + U a e 446.17J p Y 445.40 20A ROOF LINE (TYP) W/ 3 PVC, SDR35 I Q a TW=457.50 a j 1 a I 445.45 , 0 2% MIN. TO a `�' 00 GR=455.35 1 + °+ a 8 ° 4 1455.50 I ... 455.50 1 2ND FLOUR F= 455.50 4�- BUILDING - -'j a ( R 445.50 RD RD STORM DRAIN (TYP D - j ¢ v f - o 445.50 0 445.50 S 445.50 445.50 72LF DEEP I - -' -' - - - 1 '� _ D - - = X CURB FOR SLOPE TO I ,t ¢ 446.17 446.1 I� 1' �' . , ` - ('; a 445.65 - - - 445.38 a a ( '' I a 1 I i I ae o EAST '! ! r C Q 3.% ° L -_ a Qa - + aI. . Q. 4 a 1445.38 I o q d © + X40a ° 444.38 l o 1 1 I GR=445.60 - - -- - - - b a �- - - - - - - - L _9 444.45 J ° r~' _ I °� � B 0 ° - 446.17 j 17 y - - 18 BUILDING 2 I ( $ TC=445.30 Q TC=445.25 G TC=445.501 GR=444.80 TC=445.30 0 0 ___-_ _�-- 1 444.0 I + RD I - TC=445.30 GR=444.75 444.60_ �_ _ �._ " I 455.20 9 UNITS + OFFICE I I GR=445.10 GR=444.80 GR=444.80 TW=457.50 I GR=455.30 ' 1ST FLOOR FF= i 446.17 ° I T I I I I .. o H 455.35 2ND FLOOR FF= 455.501 i CC oAC ACT COMPA T COMPACT CO ACT COMPACT COMPACT COMPACT COMPACT C_ � �� 'PACT COMPACT COMPACT _. _.. _. o- ¢ CONC. BLOCK o +444. o ,- WALL PER >� 1' � I I 455.50 _ � I 446.17 I y 11-31 50 � 3A C� SHT. C6.4 i I - - - - - - 446.1 I-" o o EoP-2 O o n D444.50 ° 444.44 444.20 I a GARAGEGAIRAGE 445.70 EXPLORATION PIT TYP ) C SEE GEOTECH REPORToTW=457.50 I GR=455.00 - - - - ` - I �✓0 CCP S' a\ M ��. I � 413 4 I ` 12% i I ; I I 445.96 4A 442.80 c -. - \ a FLUSH---rs`__�'�--fs-Fs- -a$----is----rs-_ TC=442.90 a GARAGE I 446.02 , `.� -F,�� L_ _ 445.65 .OX-��'.�----ram-- tk►�5 PV=442.40 I x 446.17 �, I � 44t5 fir¢ 443.$0 1.6% � ® - .- - _ - - - 446A0 `�48 4 --� 442.70 1 6. - - ---- 44 O6 c5}-------- �' w w w I 454.30 I 'A�t€ ��;� � w TW=457.50 1 ° 4 I a TW=456.00 Tj 446.70 0 8 se CONN. FTG. (U - -. - - - 2 ao a �./ ;4 GR=454.30 16 GR=453.46 I DRAIN �` - _ - 7 00500 ' I 454.10 m N 2 N 1 452.66 447.25 31 444.20/ OUP 6 FDIC - - _ _ -- _ _ �� 440.00 ri- a 445.00-- _ 3 - 3.5X E N 453.80 - - `_. `J 452.90 - 442.40 A41 se - ION WE � .. 444.60 4' PVC TIGHTLINE (TYP) ��,.� 3 0D _ a 0 1% MIN. TO DRAIN o a 00 ......��,�■....� ��.���..�...... ..�� ��� IE(4'� TW=441.7 440.50 r'`D TW=457.00 CO ., ' .. , C .. - - - - GR=454,00 ' e CO CO .. .. .... .. ' 439.10 5A CO GR=439.0 442 d c� o ® ":». a r T - _ �� �.� ram• �D a+ F 15 TW=457.50 CONC. BLOCK WALL 14B 448.70 - 1 454.gi��•-vim 446.0f T6 _ ® i 441.00 440.00 GR=454.00 PER SHT. C6.4 450.0t TW=446.5 e f W 4" PERF. DRAIN =455.3 4�•Qf BW=443.5 I 439,g0 OD - t, 444 •5X / GR=452.7 30 TW=454.0 • ; 1 5 B BW-446,5 TW=442.3 ® ® I CONC. BLOCK WALL �27.0' so/ ONC. BLOCK_ WALL CONN. FTG. TW=452.5 GR=439.0 CO'*' 439.92 PER SHT. C6.4 1 ` PER SHT. C6.4 DRAIN EX. CONDOMINIUM (WINDCREST) BW=445.0 !� _ _ �� w/ 4" PERF. DRAIN $ LEGEND W/ 4 PERF. DRAIN 8515 244TH ST. SW FP-1 CO oN� CONC. BLOCK WALL ' > TW=441.7 441117 i , P_ EXISTING PROPOSED P,= _LS 00845400-100100 TO-200500 PER SHT. C6.4 - GR=43s.o s 1DoH o (' ----e- 00. PROPERTY LINE W/ 4 PERF. DRAIN 444 N i imimii■1 i _ml0"13 00 R.O.W. CENTERLINE VERTICAL DATUM TW=448.0 TW=44GR-439 03. CO o"� L4 439.08 BENCHMARK - SNV-7557. NAVD88. CITY OF GR=444.0 3 439.00, -�i'�b � - - - -- - EASEMENT WALL 100 - 100 GRADING CONTOUR +90•p0 9.� 0.00 SPOT ELEVATION SWALE -- - - - - - GRADE BREAK - - 8► - - _w__ WATER MAIN - - 8' sS- - s SEWER MAIN < -. _ 12 DD- - 12"p Q -- STORM DRAIN - - - PERFORATED DRAIN "` FIRE HYDRANT 0 Cli M Eg im WATER METER 0 C, D4 !1 GATE VALVE Q A SEWER MANHOLE U N ❑ ■ STORM CB �❑} ® STORM MANHOLE hs f7 SEATTLE BRASS CAP, STAMPED "7577". NORTHEAST CORNER OF CONC. BASE FOR STEEL TRAFFIC SIGNAL POLE IN TRAFFIC ISLAND AT SE QUADRANT OF THE INTERSECTION OF AURORA AVE NORTH & NORTH 2O5TH ST, (244TH ST. SW). ELEV= 414.60 SITE BENCHMARK: EX. SEWER MH RIM= 442.87 NOTE THE LOCATION OF ALL EXISTING UNDERGROUND U11UTIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. EXISTING GRADE INFORMATION IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF ANY DISCREPANG'ES BEFORE COMMENCING WORK. CONTRACTOR AG+PEES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WI-:ICH MIGHT BE OCCASIONED BY HIS FAILURE TO CONFIRM EXISTIN' U1ILO AND GRADE INFORMATION. CALL AT LEAST 2 WORKINIf DAYS BEFORE YOU CALL'• LAND NI G IE(80)=439.00 TW=444.0 BIORETENTION SWALE 4'x5'xl' RIPRAP PAD GR=440.7 0 5 10 20 OVERFLOW= 440.0 2"-4" QUARRY SPALLS 4' PVC TIGHTLINE (TYP) SURFACE EL= 439.0 ® 1% MIN. TO DRAIN r BOT AREA= 216 SF y r NEW ROCKERY PER DTL. 1/C6.3 C6.2 HEIGHT= 4° MAX. HT. SEE DTL. 2 CID1 inch = 10 ft. / W/ 4' PERF. DRAIN co EXIST BLDG 4" PVC, ---- TIGHTLINE. DAYLIGHT THRU CURB. (Ji I 1_1 L ► 4 ■ DENNY'S TA EDMONDS LLC 8431 244TH ST. SW ARCEL 00463303200102 EX. 10' SEWER EASEMENT AFN# 1988205. NO EX. PIPE. ESMT. TO BE �RELINQUISHED BY OVWWD. DETENTION SYSTEM 2 QTY - 60 LF - 54" DIA. CMP TANKS TOTAL LIVE STORAGE= 2028 CF (W/ MH'S) SEE DETAIL 1 /C3.2 OVERFLOW= 439.00 IE(OUT)= 435.00 - 3"Hx24"WIDE ROLLED ASPHALT BE PER DTL. 2/C1.2 VAU r UP 41. UT '�-- U7 W EX. SEWER EASEMENT AFN# 1988205 ( EX. 40' ACCESS & TILITY ESMT. .t I { ER AFO A Q) PF DESIGN GR O LIP, INC. $:� :3 9 o CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 10 5027 51ST Avenue SW Seattle WA 98136 C? phone 206.923.0590 website terraformadesigngroup.com STORM STRUCTURE / CLEANOUT SCHEDULE CB CO TYPE RIM IE 1 A TY. 1 CB, SL 416.5t 411.5t (10"S) MATCH EX. SURFACE GRADE 411.5t (EX. 12'W,E) 1B TY. 1 CB, SL 431.3t 427.00 (10"S,N) MATCH EX. SURFACE GRADE 2 TY. 2-48" DIA. CB, SL 442.50 445.00 (4"W) 434,13 (10"S,N) 3A TY. 2-54' DIA, CB, SL 443.25 438.00 (6"NW) CONTROL STRUCTURE 435.00 (12"S,36"W) PER DTL. 1/C6.2 435.00 (10"N) 3B TY. 2-54" DIA, CB, SL 444.36 438.67 (4°°N) 438.00 (8"W) 435.00 (12'S,36"E) 4A TY. 2-54" DIA, CB, SL 443.00 435.00 (12"N,36"W) 4B TY. 2-54" DIA, CB, SL 444.19 435.71 (8"S) 435.00 (12"N,36"E) 5A TY. 1, CB 440.00 436.00 (8"N) BEEHIVE GRATE PER DTL. 3/C6.2 436.00 (6"W,8"N) 5B CLEANOUT 439.50 436.20 (6') 6 TY. 1, CB, GR 442.40 439.70 (8"W) 7 a 1 CB, GR 441.00 439.35 (8"W) 8 CLEANOUT 444.22 435.18 (6") 9 CLEANOUT 444,78 441.20 (6") 10 CLEANOUT 444.40 440.50 (4",6") 11 CLEANOUT 445.40 442.70 (4') 12 CLEANOUT 445.45 443.50 (4') 13 TY. 1 CB, SL 445.45 441,00 (6', 8') 14A CLEANOUT 447.50 443.00 (6") 14B CLEANOUT 453.00 449.50 (6') 15 CLEANOUT 453.90 452.00 (4") 16 AREA DRAIN 453.80 452.80 (4") 17 CLEANOUT 455.27 453.00 (4") 18 AREA DRAIN 455.20 453.80 (4") 19 CLEANOUT 445.30 441.80 (6") 20A AREA DRAIN 445.35 444.00 (4") 20B AREA DRAIN 445.25 443.85 (4') 21 AREA DRAIN 445.20 443.80 (4") 22A CLEANOUT 445.44 443.00 (4") 22B CLEANOUT 453.30 451.00 (4") 23 CLEANOUT 454.91 453.00 (4") 24 AREA DRAIN 455.10 453.70 (4") 25 AREA DRAIN 455.20 453.80 (4") 26 CLEANOUT 445.40 440.90 (4") 27 CLEANOUT 445.50 442.00 (4") 28 CLEANOUT 445.35 442.00 (4") 29 CLEANOUT 446.00 442.50 (4") 30 CLEANOUT 445.30 452.20 (4") 31 CLEANOUT 446.00 443.00 (4") TYPE 1 CATCH BASINS PER WSDOT STD. PLAN B-50.20-01 TYPE 2 CATCH BASINS PER WSDOT STD. PLAN B-10.20-01 GR= GRATE (VANED) PER WSDOT STD, PLAN B-30.40-01 SL= SOLID LID PER WSDOT STD. PLAN B-30.20-02 (FOR TY. 1) OR WSDOT STD. PLAN B-30.70-03 (FOR TY. 2) CLEANOUTS PER DTL 2/C6.3 AREA DRAINS SHALL BE 12"x12" CONC. BASIN WITH 8"x8" CAST IRON GRATE STORM PIPE SCHEDULE PIPE DIA I TYPE LENGTH FT SLOPE Al 10" CPE 209 7.42% A2 10" CPE 114 6.25% B 10' CPE 70 1.25% C 8" CPE 39 0.74% D 6" SLOTTED PVC 20 1.00% E 8" CPE 20 3.50% F 8" DI, CL.50 49 0.71% G OMITTED H 6" PVC 17 14.71 % I 6" PVC 37 1.89% J 4" PVC 48 4.58% K 4' PVC 77 1.04% L 8" PVC 82 3.66% M 6" PVC 37 5.41% N1 4" PVC 14 46.43% N2 4" PVC 39 6,41% 0 4" PVC 48 2.08% P 6" PVC 56 1.43% Q 4" PVC 36 2.00% R1 4" PVC 17 47.06% R2 4" PVC 36 5.56% S 4" PVC 23 3,04% Ti 4" PVC 27 1.43% T2 4" PVC 7 2.00% T3 4" PVC 105 47.06% T4 4" PVC 30 5.56% T5 4" PVC 4 3.04% T6 4' PVC 14 3.04% CPE SHALL BE ADS, N-12 OR EQUAL. PVC PIPE SHALL BE SDR35 SLOTTED PVC PER STORMTECH REQUIREMENTS PIPE LENGTHS DIST. TO CTR. OF STRUCTURE, U.N.O. 3/30/18 1 20 • ?%&'00 `, LM 0 L: ww -r U) U) CN 0') L-0 00 /RECEIVED Q AUG 15 2013 � o d' pEVELUr'Y OF SERVICES CTR, - - � CITY OF EGnr10ND5 (,j,J � < Z Z W 06 ® o VJ W 00 J ® w I- LL w cn W = � w PERMIT: BLD20170899/0900 Q. U) APPROVED FOR CONSTRUCTION R E S CITY OF EDMONDS i AP 4 2018 ILA! I C DE TMEM DATE: OF FDMO E A C3's BY: ITY ENGINEE IN DIVISION mm EXISTING -----100 ----- 4 90.00 --g„ �- - 8„ -_12"oD - t 63 m O 0 0� N) 100 90.00 PROPERTY LINE R.O.W. CENTERLINE EASEMENT WALL GRADING CONTOUR SPOT ELEVATION SWALE GRADE BREAK WATER MAIN SEWER MAIN STORM DRAIN PERFORATED DRAIN FIRE HYDRANT WATER METER GATE VALVE SEWER MANHOLE STORM CB STORM MANHOLE EX. 8"S ----S ----5 ---S ----S ----5 ---- THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. EXISTING GRADE INFORMATION IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF ANY DISCREPANCIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO CONFIRM EXISTING UTILITY AND GRADE INFORMATION. � n o F-r-I z F- o `J' o oOC,� 00 �(uC ©N CD C/) ©o z o � o cn c/5 o r� ocn� 0 FT-1 I � o � o 0 0 CALL AT LEAST 2 WORKING DAYS BEFORE YOU DIG CALL'811' SW1/4 OF SEC. 31, T27N, R4E. , W.M., CITY OF EDMONDS, SNOHOMISH COUNTY, WA VERTICAL DATUM BENCHMARK - SNV-7557. NAVD88. CITY OF SEATTLE BRASS CAP, STAMPED "7577". NORTHEAST CORNER OF CONC. BASE FOR STEEL TRAFFIC SIGNAL POLE IN TRAFFIC ISLAND AT SE QUADRANT OF THE INTERSECTION OF AURORA AVE NORTH & NORTH 2O5TH ST. (244TH ST. SW). ELEV= 414.60 SITE BENCHMARK: EX. SEWER MH RIM= 442.87 TEMP. STRAW WATTLE DURING TRENCH EXCAVATION IN THE EVENT OF RAINFALL. HOLD DOWN WITH SANDBAGS AT 8' O.C. STABILIZE TRENCH EXCAVATION AND REMOVE AT END OF WORK DAY. INSTALL CB INLET I' FILTER PER DTL 3/C6.1 EX. CB, TY. 2 RIM= 431.85 -� IE= 426.95 (8" E) IE= 4 6.85 12"N)` EX. CONDOMINIUM (SUNRISE AT EDMONDS) 8512 242ND ST SW PARCELS 008120000-00100 to -01700 s----s----s-----S---- $---- $----$----s--_S --- !_ o SEpd., E -`"�- ,> _,,, .-- - `' a p.-�``� = - �' uNE �--•-- 1 �,,,,,,..►^ _ --' ` S PI E X'ING: _1,,,,�-�"p _. I 426.3t (EX. 8"D) 437.5f/ C I = 427.19 (NEW 10"D)i A2 '�- EW 15' STORM ESMT FIELD VERIFY 2.0' FROM CONDO PROPERTY MIN. PIPE COVER RECONSTRUCT ROCKERY AT PIPE CROSSING PER CONTRACTOR SHALL DTL. 1/C6.3 COORDINATE OFFSITE WORK HEIGHT= 4't WITH THE PROPERTY OWNER NX' INCLUDING ALLOWABLE DURATION, TIMING AND ?Nor CLEANUP. 50 LF MAX TRENCH LENGTHS PATCH ASPHALT WITH HEAVY-DUTY SECTION PER DTL. 1 /C1.2 ub ff3b I DETENTION SYSTEM TYPE 2-54" CB RIM= 444.35 2 60 LF N 54" DIA. DETENTION TANKS IE(4"N)= 438.67 LIVE STORAGE= 2028 CF (TOTAL PROVIDED) IE(8"W)= 438.00 SEE DETAIL 1 /C6.2 IE(12"S)= 435.00 IE(36"E)= 435.00 PROFILE - BIORETENTION / DETENTION SCALE: 1" = 5' EX. CB TY.2 CB# 3A - CONTROL STRUCTURE TYPE 2-54" CB PER DTL. 1/C6.2 RIM= 443.25 OVERFLOW= 439.00 IE(6"NW)= 438.00 IE(12"S)= 435.00 IE(36"W)= 435.00 IE(10"N)= 435.00 11 TERRAFORMA W i DESIGN GR O LIP, INC. 0 CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 0 5027 51ST Avenue SW Seattle WA 98136 C9 phone 206.923.0590 website terraformadesigngroup.com POST CONSTRUCTION PLANTER SOIL ~ ALL PLANTER AREAS SHALL INCLUDE SOIL AMMENDMENT. AT PROJECT COMPLETION, ALL PLANTER SOIL SHALL DEMONSTRATE THE W ~ FOLLOWING: o ®� 1) A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF TEN PERCENT DRY WEIGHT IN PLANTING BEDS, AND 5% ORGANIC W co MATTER CONTENT IN TURF AREAS, AND A PH FROM 6.0 TO 8.0 < ' OR MATCHING THE PH OF THE ORIGINAL UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUBSOILS BELOW 3 THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES `- - WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID W STRATIFIED LAYERS, WHERE FEASIBLE. ? 2) PLANTING BEDS MUST BE MULCHED WITH 2 INCHES OF ORGANIC ® m MATERIAL. 0 CORNERME ARCHITECTURAL GROUP 3) QUALITY OF COMPOST AND OTHER MATERIALS USED TO MEET THE ORGANIC CONTENT REQUIREMENTS: A) THE ORGANIC CONTENT FOR "PRE -APPROVED" AMENDMENT RATES CAN BE MET ONLY USING COMPOST THAT MEETS THE DEFINITION OF "COMPOSTED MATERIALS" IN WAC 173-350 SECTION 220. THIS CODE IS AVAILABLE AT THE DEPT. OF ECOLOGY'S WEBSITE: http:-&www ecy wo govArogroms swfafcompost/ THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 407. TO 657., AND A CARBON TO NITROGEN RATIO BELOW 25:1. 3/30/18 1 Cn 1 W N 00 TEMP. STRAW WATTLE I U DURING TRENCH 1 0 EXCAVATION IN THE EVENT -Z -F-" OF RAINFALL. HOLD DOWN CV WITH SANDBAGS AT 8' O.C. 'b" STABILIZE TRENCH CV "0 CI) EXCAVATION AND REMOVE 0 AT END OF WORK DAY. 0- z -- O ry G A.0 pf,�I11a ti RIM= 421.88 EX. CONTROL STRUCT. 0• PP���C' EX• .� IE= 414.08 (12"S,36"N) RIM= 417.74X. R IE= 411.78 (36"S,12"NE W ��� • 1 W X. 12'D (C P� - D- -- D - -- ---- D- p-- p---- D---- [---- -- p--- p---- p---- p---- p--- p---- D---- p--- p • ., ♦��� EX. 70LF ti 36" CMP DETEN ON TANK 1 _-- ------------------- S---$-_-$-- s_--s----s----$----s----s----s----$-- --- _ _ Cn D D- D-�_D--------.-_..---_..--.--_---- 5---5_-- - - 5----$----�---- ----S----S EX. -- - D ---------- _ ` S -S rn c B NEW 15' STORM ESMT FROM CONDO PROPERTY � N MAINTAIN EX. PATCH ASPHALT O 1 A �Q SAWCUT do SEAL LINE J INSTALL CB INLET WITH HEAVY-DUTY Al � 1,yo PIPE 14,0 ( )1 CONC. CURB SEC11ON PER DTL. OG FIELD VERIFY 2.0' O 4� IE= 412.98 EX. 10D O FILTER PER A•�. pA � � � ��et IE= 412.98 (NEW 10"D)1 �y .�'� ' ^ DTL 3 C6.1 1 /C1.2 MN. PIPE COVER •�� ■ co j� EX. CB-1 �� INSTALL CB INLET TRIM=41411.24 FILTER PER EX. CB EX. CB h RIM= 430.25IE= 427.25 RIM= 417.84 DTL. 3 C6.1- _ IE= 414.25 I o - - --.- _ _ - - ECEIVE[ I,, o --- A 6 15 2313 z � STORM STRUCTURE / CLEANOUT SCHEDULE CB/CO TYPE RIM IE 1 A TY. 1 CB, SL 416.5t 411.5f (10"S) MATCH EX. SURFACE GRADE 411.5t (EX. 12"W,E) 1B TY. 1 CB, SL 431.3f 427.00 (10"S,N) MATCH EX. SURFACE GRADE 2 TY. 2-48" DIA. CB, SL 442.50 445.00 (4"W) 434.13 (10"S,N) TYPE 1 CATCH BASINS PER WSDOT STD. PLAN B-50.20-01 TYPE 2 CATCH BASINS PER WSDOT STD. PLAN B-10.20-01 GR= GRATE (VANED) PER WSDOT STD. PLAN B-30.40-01 SL= SOLID LID PER WSDOT STD. PLAN B-30.20-02 (FOR TY. 1) OR WSDOT STD, PLAN B-30.70-03 (FOR TY. 2) CLEANOUTS PER DTL 2/C6.3 AREA DRAINS SHALL BE 12"x12" CONC. BASIN WITH 8"x8" CAST IRON GRATE -S- -S -S- -S ............................... N OFFSITE STORM PLAN 1 " = 10' z 0 5 10 20 1 inch = 10 ft. STORM PIPE SCHEDULE PIPE DIA/TYPE LENGTH (FT) SLOPE Al 10" CPE 209 7.42% A2 10" CPE 114 6.25% PVC PIPE SHALL BE SDR35 SLOTTED PVC PER STORMTECH REQUIREMENTS PIPE LENGTHS DIST. TO CTR. OF STRUCTURE, U.N.O. OEIIELC TY 0 TSERVICES E WONDS C� [L Cy) z Q F-- I- C) C!) W O M E- 0� CL U- w a d 00 07 ~ CM O ��/ L.L. W M (n W �' = � o W PERMIT: BLD20170899/0900 U) APPROVED FOR CONSTRUCTION S u CITY OF EDMONDS APR 2018 DATE. N OF EDM©NDS 3.2 LIU SW1/4 OF SEC. 31, T27N, R4E., W.M., CITY OF EDMONDS, SNOHOMISH COUNTY, WA TERRAFORMA 0) a, VERTICAL DATUM n BENCHMARK - SNV-7557. NAVD88. CITY OF iPF DESIGN GROUP, INC. 90 SEATTLE BRASS CAP, STAMPED "7577". 'EX. CONDOMINIUM (SUNRISE AT EDIVI CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE w • NORTHEAST CORNER OF CONC. BASE FOR 85XX 242ND ST SW i 1 1 5027 51ST Avenue SW Seattle WA 98136 O (03 1 STEEL TRAFFIC SIGNAL POLE IN TRAFFIC ISLAND i 1 1phone 206.923.0590 website terraformadesigngroup.com AT SE QUADRANT OF THE INTERSECTION OF PARCELS 006781000-10100 to 30100 j AURORA AVE NORTH & NORTH 205TH ST. EX. 10' SEWER EASEMENT .1c I (244TH ST. SW). ELEV= 414.60 AFN# 7703020257. NO EX. PIPE. SITE BENCHMARK: EX. SEWER MH RIM= 442.87 ESMT. TO BE RELINQUISHED BY OVWWD. 1 1 PROJECT TEAM W CIVIL ENGINEER LU )00C-_D0=C:D0=C:D0�� OWNER: REI, LLC 0 o0CD0CD0=C:D0=CD:D CDO TERRAFORMA DESIGN GROUP, INC. DEVELOPER: GURLSI FAMILY LP —0 0 _ — ___1 11, 0 0 C C� "�)W2• IC4 5027 51ST AVENUE SW CONTACT: ROY GURSLI 3: son J 0 SEATTLE, WA 98136 PHONE: (425) 210-5502 A CONTACT. PEDRO DEGUZMAN, PE S ___ z444 PHONE: (206) 923-0590 GEOTECHNICAL ENGINEER D EMAIL: pedro@terraformadesigngroup.com ASSOCIATED EARTH SCIENCES, INC. 7 D D F--D D D D-1- CONTACT- KURT D. MERRIMAN, PE -1 D D ARCHITECT PHONE: (425) 827-7701 _D D D CORNERSTONE ARCHITECTURAL GROUP REPORT DATED: FEB. 11, 2016 CONTACT: STEVE BARNES LL-F-L. PHONE: (206) 682-5000 z TU-1 G 10 X I Nt f= ---------------- w I I - , I PROPOSED I - I 0 (0 PO BUILDING 1 1 POWER 0 CORNERSTONE AROfTECTLIR& GMP SECONDARY PAD MOUNT 10 UNITS a TRANSFORMER DEC (IF NECESSARY) I Of 1 ST FLOOR F�= 445.50 F T- f PRIVATE WATER FACILITIES NOTES C, ►1. 2ND FLOOR I�F= 455.50 1 Lr I 0 L ----------I 0 31::0 (ji FOR PUBLIC WATER FACILITIES (OWNED / OPERATED BY OLYMPIC VIEW WATER & WASTEWATER DISTRICT REFER TO SHEET 2. ONAL - 2 21 00 00 N 1-w W1 1" DOMESTIC DCVA PER OVWWD STD. DTL. W-14 3/30/18 D n 1q_ DENNY'S 110' - 2" POLY, SIDR7 TO BLDG. w I 117--T-1 0 TA EDMONDS LLC lip 8431 244TH ST. SW W2 1.5" DOMESTIC DCVA PER OVWWD STD. DTL. W-14 C) F 0 D 74' - 2" POLY, SIDR7 TO BLDG. ® ARCEL 00463303200102 01 If ^ C.0 I F_ L _j L W3 1" IRRIGATION DCVA PER OVWWD STD. DTL. W-14 V J CN mr j EX. 10' SEWER 0 NEW EASEMENT 41- 0-) PARKING LOT LIGHT W W4 50' 6" DI, CL.52, RESTRAINED JOINTS 1z 00 41- PER ELEC. PLANS AFN# 1988205. BUILDINd 2 1 D-10 GARAGE _V__ 11 1 ------ - 0 EX. PIPE. Cy) 0 SMT.• TO BE W5 6" - 90-DEG BEND (MJ, MEGA -LUG) wi 9 UNITS + OIFFICE SRELINQUISHED W6 50' - 6" DI, CL.52, RESTRAINED JOINTS 1 ST FLOOR FF= 446.171 o BY OVWWD. 4-1 NEW 10' WATER co 2ND FLOOR F 455.501 1 ESMT. TO OVWWD W7 6%6" TEE (FLxFL) 0 1 1 1 1 2 - 6" GATE VALVES (FLxMJ) Q NEW 1* WATER METER 0 10 1- 6" ADAPTOR (FLxMJ) PER SHEET 2 - WATER PLAN -14- C MEGA -LUG JOINTS D 0 DVD--D D—D—D N -nLjTY W8 31' - 6" DI, CL.52, RESTRAINED JOINTS GARAGE REMOVE EX. y L) W9 2- 6" 45-DEG BENDS (MJ, MEGA -LUG) _j LPOLE &AERIAL RES w 6" < DI, CL.52 SPOOL - — — — — — — — — — •- NEW 6m nRE DCDA & VAULT 2 PER SHEET 2 WATER PLAN W1 0 INTERIOR FIRE SPRINKLER RISER w 04" 2 0 0c) 0 BY SEPARATE FIRE PERMIT, DESIGN BY OTHERS Fs W5 qzzz"— V_ W1 1 2"- 6" 45-DEG BENDS (MJ, MEGA -LUG) GARAGE I m ft � A m — ------- FS <'j� -0 w 6" DI, CL.52 SPOOL I _1 -.1 /--NEW 15 ESMT. I.C� HYDRANT PER ---—-------- 44e 2 SHEET 2 WATER PLAN TO OVWWD 2 W1 2 80' 6" DI, CL.52, RESTRAINED JOINTS Z_, C/) wu __w W1 3 6" - 90-DEG BEND (MJ, MEGA -LUG) Cn _—w _w FIRE PROTECTION FACILITIES REMOVE EX. UTILITY OKU 442 SHALL NOT BE OBSTRUMD POLE & AERIAL 0mu BY LANDSCAPE PLANTING W1 4 121' - 6" DI, CL.52, RESTRAINED JOINTS Cc (BY PSE) < WIRES NOW OR IN FUTURE. W1 5 6- - 90-DEG BEND (MJ, MEGA -LUG) NEW DOMESTIC METER PER 2 -WATER PLAN • t. . W3 W2 09 7774-"®W 1 5.14 FIRE PROTECTION FACILITIES SHALL NOT BE OBSTRUCTED LEGEND BY LANDSCAPE PLANTING 79 EXISTING PROPOSED NOW OR IN FUTURE. .0 EX. CONDOMINIUM (WINDCREST) I PROPERTY LINE 8515 244TH ST. SW N 00052 56 E NEW 12' WATER 44, R.O.W. CENTERLINE PARCELS 00845400-100100 TO -200500 20.00 11� ESMT. TO OVWWD EASEMENT NEW 11' IRRIGATION METER 444 ENO WALL PER SHEET 2 -WATER PLAN 890 N 4 W 60.0 100 100 GRADING CONTOUR GOVERNING AGENCIES C _w_ WATER MAIN - ----- 8" SITE, GRADING, STORMWATER ELECTRIC EX. UTILITY POLE�� SEWER MAIN CITY OF EDMONDS SNOHOMISH COUNTY PUD NO. 1 TO REMAIN 12" D D _D STORM DRAIN 121 5TH AVENUE NORTH CONTACT: MARY MCALLISTER S 00"52'59" W-/ w FIRE HYDRANT EDMONDS, WA 98020 PHONE: (425) 670-3216 5.00 WATER METER WATER, SEWER NATURAL GAS S 89-07'04" E 40.00- GATE VALVE OLYMPIA VIEW WATER & SEWER DISTRICT PUGET SOUND ENERGY 0 y SEWER MANHOLE 8128 228TH STREET SW PHONE: (888) 321-7779 NOTE 0 STORM CB EDMONDS, WA 98026 THE LOCATION OF ALL EXISTING UNDERGROUND ALIT`IES IS CONTACT: LYNNE DANIELSON TELEPHONE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR STORM MANHOLE SHALL DETERMINE THE EXACT LOCATION OF AL EXISTING PHONE: (425) 774-7769 FRONTIER UTILITIES BEFORE COMMENCING WORK. E — E ELECTRICAL LINE CONTACT: JEREMY FALLT EXISTING GRADE INFORMATION IS APPROXIMATE THE CONTRACTOR SHALL FIELD VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF T — T TELEPHONE LINE FIRE PHONE: (425) 263-4024 ANY DISCREPANCIES BEFORE COMMENCING WORK. G — G GAS LINE SOUTH SNOHOMISH COUNTY FIRE & RESCUE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO 11Fl Q POWER VAULT CONTACT: KEVIN ZWEBER CABLE CONFIRM EXISTING U11UTY AND GRADE INFORMATION. -0- UTILITY POLE PHONE: (425) 771-0213 COMCAST CALL AT LEAST 2 WORKING CONTACT: MIKE FONTENOT DAYS BEFORE YOU DIG STREET LIGHT PHONE: (425) 263-5482 CALL'81 V 2 yy 10 1..) - 0 DI, CL.52, RESTRAINED JOINTS 0) W1 7 FIRE DEPT. CONNECTION (BLDG 1). 0 00 SEE "FIRE DEPT. CONNECTION REQ'TS" ON SHEET C0.2. LO 442 W1 8 12' - 6- DI, CL.52, RESTRAINED JOINTS _1D (2) FIRE DEPARTMENT CONNECTIONS. SEE NOTES 0 W1 9 INTERIOR FIRE SPRINKLER RISER THIS SHEET. PROVIDE 3440- BY SEPARATE FIRE PERMIT, DESIGN BY OTHERS CLEARANT AROUND EACH. 003 W20 11' 6" DI, CL.52, RESTRAINED JOINTS PROPOSED POWER PRIMARY 0\40 W21 6" N 90—DEG BEND (MJ, MEGA —LUG) W22 44' N 6" DI, CL.52, RESTRAINED JOINTS AUG 15 2019 14- W23 6" - 90-DEG BEND (MJ, MEGA -LUG) w 90CES GT& CY) 00 " 440 n W24 123' - 6" DI, CL.52, RESTRAINED JOINTS j z z W25 6" 90-DEG BEND (MJ, MEGA -LUG) EL W26 14' 6" DI, CL.52, RESTRAINED JOINTS W 0 W27 FIRE DEPT. CONNECTION (BLDG 2). 0� SEE "FIRE DEPT. CONNECTION REQ'TS" ON SHEET CO.2. CL U) Ur- 00 Ed T_ X. SEWER EASEMENT U) �FN# 1988205 CD Q CA CY) EX. 40' CO �5 IACCESS & UNDERGROUND I w N, w LU > TILITY ESMT. POWER, TELE & _17 w CAN BY TEKIN 4L DEVELOPMENT PERMIT: BLD20170899/0900 0 5 10 20 APPROVED FOR CONSTRUCTION suo CITY OF EDMONDS 20 1 Inch= 10 ft. we"T Nos DATE: _iL %A/ BY: C4m 1 jf'Y_ERG_1NkERING DIVISION SW1/4 OF SEC. 31, T27N, R4E. , W.M., CITY OF EDMONDS, SNOHOMISH COUNTY, WA EXISTING MATERIAL FINAL. .MINT SHALL BE A NEAT TRAIGHT LINE AND ALL (EXPOSED r: D C 17 S SHALL. BE TACKED( NEATLY a,)IT6 WSIOIT STANDARD 'L°I- IFICATII S 5-04,,5(5)A �.- kOVED TACK OR APPROVED € J )AL. SLOPE EXCAVATION TO AVOID UNDERMINING EXISTING HMA CLASS 112' FAG 64-22 (SEE NOTE 5) k I,. • � s�.* � � _ �" �' '■ �.' �,�, � .i � �,• ,. •+'� r " rat , , I 74 _ - �+,� -Old 1-114' MINUS TRENCH �rIIiTH CSSC PER VS'DIOT 9 oa9(3) I T OR NATIVE MATEPIAL-i (SEE NOTES 3&4:> BACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DENSITY {SEE NOTE 2) �ETE it E CE CITY OF EDMONDS M13DIFICATIONS TO DIVISION 9 13F THE CURRENT WSVOT STANDARE] SPECIFICATIONS FOR BACKFILLING REtI.MIREMENTS, I 2. SUBMIT PROCTOR AND DENSITY TESTS FR13M CERTIFIED TESTING C13MPANIES DOCUMENTING THAT THE BACKFILL MEETS A MINI OF 957. DENSITY PER ASTIM D 1557. 3, CSBC DEPTH SHALL. BE A MINIMUM 6' IDP MATCH EXISTING W141CHEVER IS GREATER, WHEN HATCHING EXISTING CSBC DEPTH GREATER THEN 6", T14EN CSBC SHALL BE INSTALLED IN MMULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 6". 4. IF TRENCH WIDTH EXCEEDS 6 FEET IN WIDTH, THE TOP 2" 13F CSBC SHALL BE REPLACED WITH A SEPARATE 2' LIFT OF 5/81 MINUS CS7C PER WSDOT 9-03.90). H +r " H SHALL BE A MINIMUM 13F 4' THICK. UNLESS APPROVED BY THE ENCUNEER, ANY EEI I, '.,EATER THAN 411 SHALL MATCH EXISTING, LNCESS APPROVED BY THE ENGINEER, TF + a SkL-L BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 21, I I¢'%L PAVEMENT jIIINTS SHALL. BE NEATLY AND UNMIF'ORMILY SEALED WITH WSDOT STANDARD `_ P,F_'1uIFICATIM S APPROVED JOINT SEALANT OR APPROVED EQUAL. a. "ITY 0-F%. MINE., rtuf STANDARD D ETA I L 4. TYPICAL HMA AND UTILITY PATCH R. ENGUSH RDATE SCALL 7�4/m NTS ML E2.3 E ISTING PROPOSED PROPERTY LINE --^ - R.O.W. CENTERLINE i - - EASEMENT ■ ■■ ■■ WALL CONCRETE EX. A.C. PAVING NEW A.C. PAVING - LT. DUTY 'f't'•`••�`�`���`t' i M 4 i i NEW A.C. PAVING - HVY. DUTY NEW A.C. PAVING - ROADWAY -- - -- - w WATER MAIN -- 8" SS-- s SEWER MAIN STORM DRAIN i FIRE HYDRANT ® in WATER METER m N GATE VALVE O • SEWER MANHOLE ❑ ■ STORM CB UO Q STORM MANHOLE ---- E -- - E ELECTRICAL LINE - - - T - - T TELEPHONE LINE - - c - - G GAS LINE UU © POWER VAULT o- s- UTILITY POLE STREET LIGHT 8601 244th BEYONDREPLACE WATER METERS PER SHT. 2. LOCATE FUTURE 7-FT OHU OHU U OHU CHU EX. CONQ SIDEWALK �/j'' i ♦V6<• i � ----- ...t A�� �i'►i♦�n�♦�♦s♦s♦�?yf�♦ �,�♦��!�Ae,�l.�,�♦a��1��,1,�♦�♦����1♦♦♦♦�♦�1� f /l. , -; : - {'. ,/," /,, f � _♦���.�.�� �.�'�►i'�ir�6�il�ii�iiiiiii��',a�� �':����a� �o�l��(���►���0�,►�� s�+J EX. CONC. CURB/GUTTER _ - U r EX CONC. SIDEWALK a _ NEW 8" WATER MAIN EXTENSION FOR OLYMPIC VIEW WATER & WASTEWATER s DISTRICT. SEE SHEET 2. VERTICAL DATUM BENCHMARK - SNV-7557. NAVD88. CITY OF SEATTLE BRASS CAP, STAMPED "7577'. NORTHEAST CORNER OF CONC. BASE FOR STEEL TRAFFIC SIGNAL POLE IN TRAFFIC ISLAND AT SE QUADRANT OF THE INTERSECTION OF AURORA AVE NORTH do NORTH 2O5TH ST. (244TH ST. SW). ELEV= 414.60 SITE BENC--IMARK: EX, SEWER MH RIM= 442.87 CONTRACTOR SHALL ADHERE TO THE TRAFFIC CONTROL PLAN (DESIGN BY OTHERS) FOR SW 244TH STREET rSAWCUT EX. CURB & SIDEWALK do RESTORE PER CITY STD. DTLS. E28, E2.13. SIDEWALK TO BE CUT AT NEAREST JOINT. OHU oHU 01; ...�� OH _ EX. CON .SIDEWALK" EX. DRWYUU +" 1-%m,o ,amrru. rate IrKATL U VITH CLEAN CURING COS UMI) OR SHALL BE COVERED AND KEPT MAST FOR 72 HOURS. 8. ALL. SIDEWALKS POURED BEHIND CURB IN DRIVEWAY AREAS SHALL BE 6' THICK OVER 2' OF CSTC WITH SURGRADE COMPACTED T11 % MAXIMM DENSITY, ANY EXISTING FAILING, DAMAGED OR NON-ADA COMPLIANT FRONTAGE IMPROVEMENTS SHALL BE REMOVED AND REPLACED AS DETERMINED BY SAWCUT EX. CURB & SIDEWALK & RESTORE THE CITY ENGINEERING INSPECTOR. PER CITY STD. DTLS. E2.08, E2.13. SIDEWALK TO BE CUT AT NEAREST JOINT. B515 244th St SW >��'f�",�/,•` ".s.% j,� '�/'"�`,! I°p,,d'''`f v✓v"/,i�'`,� .."`/'T, ` r S _ / -- D - _ EX. A.C. PAVING TO REMAIN RESTORE DOUBLE YELLOW CENTERLINE PER WSDOT STD. PLAN M-20.10-02. MATCH EXISTING LOCATION. RESTORATION OF 244TH STREET SW SHALL BE COORDINATED WITH THE CITY OF EDMONDS. CONTACT PROJECT MANAGER RYAN HAGUE (425-771-0220) AT THE START OF PROJECT CONSTRUCTION. NOTE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. EXISTING GRADE INFORMATION IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF ANY DISCREPANCIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO CONFIRM EXISTING UTILITY AND GRADE INFORMATION. CALL AT LEAST 2 WORKING DAYS BEFORE YOU DIG CALL'811' OHU - OHU - Si- S- n EX. CMQ SIDEWALK OHU T{ 0. -7- OHU Ex � rr .. °C. SroEN SEE CITY OF EDMONDS STANDARD DETAILS: E2.4 GRIND OVERLAY E2.3 UTILITY TRENCH E2.8 TY.1 CURB & GUTTER E2.13 CONC. SIDEWALK E4.5 WATER LINE TRENCH (SEE SHT. C6.3) rREET SW -- S -- S--, oHU OHU - OHU TERRAFORMAa. S ;E F DESIGN GR O Up I :) CM f CM $ CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE w C 5027 51ST Avenue SW Seattle WA 98136 C) N ,$ phone 206.923.0590 website terraformadesigngroup.com J fL FirTT` Tff'J""`PECTION EQUIP'E ON F 'm ,W oka F°P 113 TO, FOUR E- EXPANSION JOINT _- �U IB` DUMMY ,JOINT W CO � _.• - •mot ,, . �N 3 'r- ,l? .a - i 41, a 46 Ise II''VP q. k � , � � HI fix. j jLV to, 01C, .0 - ,r z SAW CUT AC P A MIN. m PLAN OF 2' FROM EDGE 13F CUTTER; -I I. L DEPTH 1/2" EXPANSION 4P14T MATERIAL--, -wo- 22 YA < 4 T:I J DISTURBED EARTH( OIL ' IN. N COMPACTED NATIVE M04T SAW'' CUT UNLESS OTHIERwISE SPE 2'- 5/8' MINUS CSTC BY ENGINEER N0TE1 L CONCRETE SHALL DIE CLASS 3- 3000pS 2. CUNCRETE SHALL BE BRUOM F" INISHF-13 3. SIDEWALK THICKNESS SHALL BE 5-112". 4. 5. SIDEWALK CURB AND THICIKNESS AT DRIVEWAYS SHALL, GUTTER SHALL BE BE 6' THICK, 6, CONCRETE POURED SEPARATELY FROM SIDEWALK SHALL BE SPRAYED WITH CLEAR CURING COMPOUND 7. OR SMALL SAW CUT BE COVERED AND KEPT MOIST FOR AND REMOVE AiCP PAVEMENT A (MIN. 72 HOURS, FACE TO OF 2' FROM GUTTER INiSILR'E ADEQUATE COMPACTION OF ACP AND GUTTER SUBGRADE C, TY., STANDARD DE - -IL -- . GI ERT 4!2'7/05 III. GEBERT 04 r"2/iI7 L8 ow�rE 7,094/M MTS E2.13 REPLACE WATER METERS NEW SIDEWALK PER SHT. 2. TRANSITION PANEL LOCATE BEYOND FUTURE 4' MIN. LENGTH REMOVE L-9-SIDEWALK. - -,V ROCK UHUOHU rv♦ EX. PRIVATE ACCESS DRIVE TO DEVELOPMENT. SEE SHT. C1.2. NEW SIDEWALK + - - I TRANSITION PANEL LENGTH.'` ♦ ••• U -- .. OHU • - OHu gum �r _owl I �. nl MID © CORNERSTONE ARCHITECTURAL GROUP p,. D Ec of WASH G� to i 5846 SS�ONAL ECG 3/30/18 0 z 00 rn W U� O U) JO < 2E � Ej w aQ� o� � z�� Q _I N ICD _ �CEIV EC! r-- ,,;. U - - --- CD s -�-- - ---- - _ AUG 15 201_9 d' ----- - -- - - --- - - S - - - - - - - - S - S - I13 ELOPMENT SERVICES �- --- - - -__- - - _ S _ -- - - - S CTR,~ C S ITY OF EDMONDS W t� � OHU 2" COMPACTED DEPTH GRIND & -_ EX CONC. SIDEWALK _- = - -- --- Lij LN1J O HOT -MIX ASPHALT OVERLAY TO TYPE 1S TRAFFIC ARR: N i REPLACE CONCRETE DRIVEWAY PER _- ...I !-- Z ROADWAY CENTERLINE. 6-FT TAPERED TRANSITION TO CENTERLINE PER WSDOT PER WSDOT STD. PLAN � CITY STD. DTL C2.27.2. CENTER OF DRWY. AT STA 6+51.96. _ LI W 2E ~ U SIMILAR TO COE STD. DTL. E2.4. MATCH EXISTING LOCAApI. 1 7-FT SIDEWALKS. SEE COE DTL. E2.13. VERTICAL CURB PER COE DTL. ui W NOTE: WATER LINE BEDDING & BACKFILL PER RESTORE WHITE WIDE BROKEN LANE LMIE f PER E2.10. MM N Q� OVWSD STD. DTL. W-8, UP T01.0' COVER WSDOT STD. PLAN M-20.1C- D2 W 0 REMAINING TRENCH BACKFILL AND PAVEMENT RESTORATION MATCH EXISTING LOCATIONS, � � In PER CITY STD. DTL. E4.5 8, C2.3. r /•� L.LJ ESUB W JUN 2018r- 00 BUIL-DI SEE TM ENI CITY F LOOM DS C)Z �. O W W w > � I PERMIT: BLD20170899/0900 a' F-• o v APPROVED FOR CONSTRUCTION CITY OF EDMONDS 0 10 20 40 DATE: 1 inch = 20 ft. BY: C lY ENGINEER G IVISInN C501 MAINTENANCE STANDARDS 1. REPAIR ANY DAMAGE IMMEDIATELY. 2. INTERCEPT AND CONVEY ALL EVIDENT CONCENTRATED FLOWS UPHILL OF THE SILT FENCE TO A SEDIMENT POND. 3. CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 4. REMOVE SEDIMENT DEPOSITS WHEN THE DEPOSIT REACHES APPROXIMATELY ONE-THIRD THE HEIGHT OF THE SILT FENCE, OR INSTALL A SECOND SILT FENCE. 5. REPLACE FILTER FABRIC THAT HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, JOINTS IN FILTER FABRIC SHAD_ BE SPUCED AT POSTS. USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS 2"X2" BY 14 GA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED ----ii-------------- 6' MAX.' MINIMUM I I I 4"X4" u Li TRENCH POST SPACING MAY BE/2"X2" WOOD POSTS, STEEL INCREASED TO 8' IF WIRE FENCE POSTS, OR BACKING IS USED EQUIVALENT 2"X2" BY 14 GA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC BACKFlLL TRENCH WITH NA71VE SOIL OR X" - 1.5" J� WASHED GRAVEL MINIMUM J 4"x4" TRENCH 2"X2" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT SILT FENCE 2' MIN. 1' MIN, 1- SCALE: N.T.S. REFERENCE BMP C233: SILT FENCE FIGURE II-4.2.12 - SILT FENCE 2014 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON MAINTENANCE STANDARDS 1. PROVIDE PROMINENT 1' MARKER WITHIN POND. SEDIMENT SHALL BE REMOVED 2. FROM THE POND WHEN IT REACHES 1' IN DEPTH. 3. ANY DAMAGE TO THE POND EMBANKMENTS OR SLOPES SHALL BE REPAIRED. TOP OF POND EL= 443.0 MIN RISER PIPE (PRINCIPAL SPILLWAY) OPEN AT TOP OVERFLOW EL= 442.0 DEWATERING -- DEVICE (SEE RISER DETAIL) DEPTH PER PLAN 0 WIRE -BACKED SILT FENCE, STAKED HAYBALES 1.5' MIN. WRAPPED WITH FILTER FABRIC, OR EQUIVALENT DEWATERING DIVIDER ORIFICE POLYETHYLENE CAP 4" DIA. PERFORATED POLYETHYLENE DRAINAGE --- TUBING. TUBING SHALL =_= COMPLY WITH ASTM F667 -- AND AASHTO M294. WATERTIGHT COUPLING, 18" MIN. CONC.- BASE OR USE METAL STAKES & WIRE TO PREVENT FLOATATION SW1/4 OF SEC. 31, T27N, R4E. , W.M., CITY OF EDMONDS, SNOHOMISH COUNTY, WA MAINTENANCE STANDARDS 1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE REPLACEMENT/CLEANING OF THE EXISTING QUARRY SPALLS, STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. 3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY SHOVELING OR STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN HIGH EFFICIENCY SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, THE CONSTRUCTION OF A SMALL SUMP TO CONTAIN THE WASH WATER SHALL BE CONSIDERED. THE SEDIMENT WOULD THEN BE WASHED IN TO THE SUMP WHERE IT CAN BE CONTROLLED. 4. PERFORM STREET SWEEPING BY HAND OR WITH A HIGH EFFICIENCY SWEEPER. DO NOT USE ANON -HIGH EFFICIENCY MECHANICAL SWEEPER BECAUSE THIS CREATES DUST AND THROW SOILS INTO STORM SYSTEMS OR CONVEYANCE DITCHES. 5. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY, SHALL BE REMOVED IMMEDIATELY. 6. IF VEHICLES ARE ENTERING OR EXITING THE SITE AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING (SEE BMP C103) SHALL BE INSTALLED TO CONTROL TRAFFIC. 7. UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABILIZED. pP REFER TO CIVIL PLANS EX FOR SITE SPECIFIC LAYOUT 0°0 O O°O°O°O 0 0 0 0 0 00000000000 '' 0000000000 00. 0000000000 0000000000 00000000000 o°°°o°O°o °°000000000 00000000000 4"-8" QUARRY SPALLS °O°o°00000 U00�000U000000000U0 00000000 0 12" MIN. THICKNESS °00000000 0 0 000000 °°000 °O ° GEOTEXTILE UNDER QUARRY SPALLS GRAB TENSILE STRENGTH (ASTM D4751): 200 PSI MIN, GRAB TENSILE ELONG. (ASTM D4632): 30% MAX. PROVIDE FULL WIDTH OF MULLEN BURST STRENGTH (ASTM D3786-80a): 400 PSI MIN, INGRESS/EGRESS AREA AOS (ASTM D4751): 20-45 (U.S. STD. SIEVE SIZE) 22� STABILIZED CONSTRUCTION ENTRANCE SCALE: N.T.S. REFERENCE BMP C105: STABILIZED CONSTRUCTION ENTRANCE / EXIT FIGURE II-4.1.1 - STABILIZED CONSTRUCTION ENTRANCE 2014 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON DISCHARGE HOSE OUTLET. REFER TO PLAN. PROVIDE ADEQUATE STRAPPING --------- -' - 1 1 I I 24" DIA. CORRUG. i I SETTLING DEPTH= 1.5' TACK RISER WELD i i STORM PUMP 100 GPM 0 8' HEAD SIZED FOR 10YR/24HR STORM 0.5 2X riser dla. Min, L1" DEWATERING ORIFICE, OUTLET RISER & PUMP SCHED. 40 STEEL STUB CREST OF 6' MIN. WIDTH EMERGENCY 4" -6" QUARRY SPALLS SPILLWAY 12" DEPTH �1' MIN. EL= 443.0 CONCRETE BASE (SEE RISER DETAIL) SEDIMENT POND 3 -_ o DISCHARGE TO STABILIZED - _ t ` CONVEYANCE OUTLET _- - - / OR LEVEL SPREADER il1t, 'o; EMBANKMENT (IF NECESSARY) COMPACTED TO 957. PERVIOUS MATERIALS SUCH AS GRAVEL OR CLEAN SAND SHALL NOT BE USED. SCALE: N.T.S. REFERENCE BMP C241: SEDIMENT POND FIGURES II-4.2.19 - SEDIMENT POND & 11-4.2.20 - RISER DETAIL 2014 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON NOTES ADAPTER SKIRT -y r.�`1 RETRIEVAL STRAP 1. INSTALL AT HARD SURFACE AREAS WHERE SILT FENCE IS NOT PRACTICAL. 4T2. INSTALL 2 ROWS IN AREAS OF HIGH CONCENTRACTION OR HEAVY RAINFALL. 3. CHECK OFTEN (WEEKLY, AFTER STORM EVENTS) TO ENSURE CONTACT WITH �--- 1 SURFACE BELOW. G HOLD DOWN WITH SAND OVERFLOW BAGS AT 8-FT O.C. GEOTEXTIL (TO BYPASS FABRIC PEAK STORM n° VOLUMES) mm 1 Y.• u ®< CATCH BASIN SEDIMENT ACCUMULATION INLET PROTECTION NOTES: 1. FILTERS SHALL BE REMOVED AND CLEANED OR REPLACED AFTER EACH STORM EVENT AND ON A WEEKLY BASIS. 3 CB INLET PROTECTION C6.1 ISCALE: N.T.S. REFERENCE BMP C220: STORM DRAIN INLET PROTECTION 2014 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON MAINTENANCE STANDARDS 1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 2. IF THE SWALES DO NOT REGULARLY RETAIN STORM RUNOFF, THE SIZE AND/OR FREQUENCY OF THE SWALES SHALL BE INCREASED. 3. INSPECT ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA. GRASS OR ROCK 1 2�/A\ 71\7,✓�\ MIN. 2' MIN LEVEL BOTTOM INTERCEPTOR SWALE MINIMUM 12" OVERLAP OF SEAMS 4 } + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ + + + + + + + + + + + + + + + + + + + + + ♦ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + $ + + + + + + + + + + + + + + + + + + +c + + + + + + + + + + + + $ + + + + + + + + + + •i V + + +: + + ++++++ ♦+++++ +++ +++ +++ ,+ + ++++++ ++++++ +++ +++ ++++ + + + ++++++++++++++ ++++++++ ++{ + i + + + + + ♦ # + + + + + + + + $ + + + + + + + $ + + + + $ + + + + + + + + + + + + + + + •- + $ + + + + + , + + + + + + + + + ♦ + i J + + + + + + + r + + + + + + + + + + + + + + + + + + + + h + + ♦ + + + + + + + + + + + + $ + + + + + + + + + + + + + + + + + •$ 4 + + + + + + f + + + + + 4 # + + + $ + ;f + + + + + + + + + + + + + + + +++ + + + + + BARRIER REQUIRED 0 TOE OF SLOPE PLASTIC SHEETING CLEAR PLASTIC SHEET SHALL HAVE A MIN. THICKNESS OF 6 MIL SCALE: N.T.S. REFERENCE BMP C200: INTERCEPTOR DIKE AND SWALE 2014 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON NOTES: 1. PLASTIC SHEETING IS USED TO PROVIDE IMMEDIATE PROTECTION TO SLOPES AND STOCKPILES. 2. DO NOT USE PLASTIC COVERING UPSLOPE OF AREAS SUCH AS STEEP AND/OR UNSTABLE SLOPES THAT MIGHT BE ADVERSELY AFFECTED BY CONCENTRATED RUNOFF. 3. WHEN POSSIBLE, INSTALL AN INTERCEPTER DIKE AT THE TOP OF THE PLASTIC TO DIVERT FLOWS AWAY FROM THE PLASTIC. 4. TOE -IN THE TOP OF THE SHEETING IN A 6"x6" TRENCH BACKFILLED WITH COMPACTED NATIVE MATERIAL. 5. INSTALL A GRAVEL BERM, RIPRAP, OR OTHER SUITABLE PROTECTION AT THE TOP OF THE SLOPE IN ORDER TO DISSIPATE RUNOFF VELOCITY. 6. ANCHOR THE PLASTIC USING SANDBAGS OR OTHER SUITABLE TETHERED ANCHOR SYSTEM SPACED ON A 10' GRID SPACING IN ALL DIRECTIONS. 7. OVERLAP SEAMS 1-2', TAPE, ROLL AND STAKE THE SEAMS AND THEN WEIGH DOWN THE ENTIRE LENGTH. 8. BARRIER IS REQUIRED 0 TOE OF STOCK PILE. 9. REPLACE TORN SHEETS AND REPAIR OPEN SEAMS. COMPLETELY REMOVE AND REPLACE PLASTIC WHEN IT BEGINS TO DETERIORATE. SOIL STOCKPILE SCALE: N.T.S. MAINTAIN SOLID CONTACT—/ STRAW, COMPOST OR OTHER WITH EX. PAVED SURFACE MATERIAL WRAPPED IN BIODEGRADABLE TUBULAR PLASTIC OR SIMILAR ENCASEMENT. STRAW WATTLES ON PAVING SCALE: N.T.S. R F NCE BMP C235: WATTLES 2014 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON TERRAFORMA Q) DESIGN GROUP, INC. og CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE Ili g 5027 51ST Avenue SW Seattle WA 98136 O C9 phone 206.923.0590 website terraformadesigngroup.com J < Ix 1- r C) 631 ci Ili V ! w ul Z m 4- TEMPORARY HYDROSEED MIXTURE HYDROSEED MEADOW MIX (TEMPORARY SOIL STABILIZATION AREAS) RATIO, 000R110MME ARaiITEAI GROUP BY WEIGHT, OF 40% PERENNIAL RYEGRASS, 40% TALL FESCUE, 20% RED FESCUE. APPLY AT 350 LB./ACRE APPLY 10-20-20 FERTILIZER AT 435 LB./ACRE APPLY WOOD FIBER MULCH AT 2000 LB./ACRE SEED MIXTURE: SEEDING ALONE IS ACCEPTABLE ONLY ON FLAT AREAS AND LIMITED TO MARCH 1ST TO MAY 15TH AND AUGUST 15TH TO OCTOBER 1ST. JUTE MATTING MAY BE REQUIRED ON STEEP SLOPES. SEED SHALL CONFORM TO THE STANDARDS FOR `CERTIFIED" GRADE SEED OR BETTER, AS OUTLINED BY THE STATE OF WA. DEPARTMENT OF AGRICULTURE'S 'RULES FOR SEED CERTIFICATION" LATEST EDITION. SEED SHALL BE FURNISHED IN UNOPENED CONTAINERS WITH SEED MIXTURE CONTENT AND INERT MATERIAL PLAINLY MARKED ON THE OUTSIDE OF CONTAINERS. FURNISH DUPLICATE COPIES OF A STATEMENT SIGNED BY THE VENDOR CERTIFYING THAT A CERTIFIED SEED -TESTING LAB HAS TESTED EACH LOT OF SEED WITHIN 6 MONTHS OF DELIVERY TO THE PROJECT SITE -ANT S TREE R law -ilk i. MINIMUM SIX (6) FOOT HIGH TEMPORARY CHAINLINK FENCE SHALL BE PLACED AT THE CRITICAL ROOT ZONE OR, DESIGNATED LIMIT OF DISTURBANCE OF THE TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE TREE(S), INSTALL FENCE POSTS USING PIER BLOCK ONLY. ,A..VOID POST OR STAKES INTO MAJOR ROOTS. MODIFI ATIGNSTO FENCING MATERIAL AND LOCATION MUST BE APPROVED BY PLANNING OFFICIAL. 2. TREATMENT OF ROOTS EXPOSED DURING CONSTRUCTION: FOR ROOTS OVER ONE (1) INCH DIAMETER DAMAGED DURING CONSTRUCTION, BAKE A CLEAN STRAIGHT CUT TO REMOVE DAMAGED PORTION OF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING AND COVERED WITH SOIL AS SOON AS POSSIBLE. 1 NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF THE FENCING, FENCING SHALT. NOT BE 14OVED OR REMOVED UNLESS APPROVED BY THE CITY PLANNING OFFICIAL. WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY UNDER THE SUPERVISION OF THE ON -SITE ARBORIST AND WITH PRIOR APPROVAL BY THE CITY PLANNING OFFICIAL. 41. FENCING SIGNAGE AS DETAILED ABOVE MUST BE POSTED EVERY IFIFTEEN (15) FEET ALONG THE FENCE. TREE PROTECTION SCALE: N.T.S. 3/30/18 • i a w� • RECEIVED AUG 15 2013 UEVELOHAEN f SERVICES CT& r CITY OF EDMONDS M J J `� I"- 9< P I- U W fm W V U) � 6j LL W PERMIT: BLD20170899/0900 U) APPROVED FOR CONSTRUCTION CITY OF EDMONDS d `A-t A E3l l DATE. � SW1/4 OF SEC. 31, T27N, W., W.M., CITY OF EDMONDS, SNOHOMISH COUNTY, WA THE DETENTION TANK DESIGN COMPLIES WITH THE FIRE MARSHALL'S REQUIREMENT OF: GVW OF 75,000 LBS AND A POINT LOAD OF 45,000 LBS ON A 24%24" JACK PAD. IE= 438.00 (6"NW, INLET) IE= 435.00 (10"N, OUTLET) UNDER -DRAIN PIPE REQUIREMENTS PLANTING SOIL MIX (ENGINEERED SOIL MIX) 1. MINIMUM PIPE DIAMETER: 6 INCHES BIORETENTION DEPRESSIONS SHALL BE CONSTRUCTED WITH A PROCESSED LOAMY SAND MIXTURE WITH AN INTENDED 2. SLOTTED SUBSURFACE DRAIN PVC PER ASTM D1785 SCH 40. INFILTRATION RATE OF 12 IN/HR. 3. SLOTS SHOULD BE CUT PERPENDICULAR TO THE LONG AXIS OF THE PIPE AND 54" DIA CORRUGATED BE 0.04 TO 0.069 INCHES BY 1 INCH LONG AND BE SPACED 0.25 INCHES A. BIORETENTION SOIL GENERAL MINERAL AGGREGATE GRADATION: STEEL HELICAL PIPE. APART (SPACED LONGITUDINALLY). SLOTS SHOULD BE ARRANGED IN FOUR SIEVE SIZE PERCENT PASSING 5x1 CORRUGATION. ROWS SPACED ON 45-DEGREE CENTERS AND COVER X OF THE 3/8" 100 16 GAGE CIRCUMFERENCE OF THE PIPE. SEE FILTER MATERIALS SECTION FOR #4 95-100 AGGREGATE GRADATION APPROPRIATE FOR THIS SLOT SIZE. #10 75-90 4. UNDER -DRAINS SHOULD BE SLOPED AT A MINIMUM OF 0.5 PERCENT UNLESS #40 25-40 OTHERWISE SPECIFIED BY AN ENGINEER. #100 4-10 STEPS #200 2-5 UNDER -DRAIN AGGREGATE FILTER AND BEDDING LAYER B. COMPOST TO AGGREGATE RATIO, ORGANIC MATTER CONTENT, CATION EXCHANGE CAPACITY: 1. COMPOST TO AGGREGATE RATIO: 60-65 PERCENT MINERAL AGGREGATE, 35% - 40% PERCENT COMPOST. AGGREGATE FILTER AND BEDDING LAYERS BUFFER THE UNDER -DRAIN SYSTEM FROM 2. ORGANIC MATTER CONTENT: 5- 8 PERCENT BY WEIGHT. SEDIMENT INPUT AND CLOGGING. 3. CATION EXCHANGE CAPACITY (CEC) MUST BE > 5 MILLIEQUIVALENTS/100 G 24" DIA. 4. COMPOST SPEC PER NOTES THIS SHEET. ACCESS SIEVE SIZE PERCENT PASSING DRY SOIL NOTE: SOIL MIXES MEETING THE ABOVE SPECS DO NOT HAVE TO BE TESTED FOR CEC. THEY WILL 36" DIA. TANK ACCESS 3/4 INCH 100 READILY MEET THE MINIMUM CEC. IE= 435.00 1/4INCH 30-60 IE= 435.00 US NO. 8 20-50 C. SOIL MIXTURE SHOULD BE UNIFORM, FREE OF STONES, STUMPS, ROOTS OR OTHER SIMILAR OBJECTS LARGER THAN (12"S, INLET FROM CB #4A) US NO. 200 0-12 2 INCHES. THE ABOVE GRADATION 15 A TYPE 26 MINERAL AGGREGATE (GRAVEL BACKFILL FOR D. PLACE SOIL IN LIFTS NOT EXCEEDING 6 INCHES. COMPACT TO A RELATIVE COMPACTION OF 85-907. SOLID ROUND LID MARKED PLAN VIEW DRAINS, CITY OF SEATTLE). CONTROL ROD FOR CLEANOUT/ "DRAIN" WITH LOCKING BOLTS DRAIN, ROD BENT AS REQUIRED • PLACE UNDER -DRAIN ON A BED OF THE TYPE 26 AGGREGATE WITH A MINIMUM PER WSDOT STD. PLAN B-30.70-03 FOR VERTICAL ALIGNMENT W/COVER THICKNESS OF 6 INCHES AND COVER WITH TYPE 26 AGGREGATE TO PROVIDE A RIM= 443.25 1FOOT MINIMUM DEPTH AROUND THE TOP AND SIDES OF THE SLOTTED PIPE. COMPOST TO ENSURE THAT THE BIORETENTION SWALE MIX WILL SUPPORT HEALTHY PLANT GROWTH AND ROOT DEVELOPMENT, CONTRIBUTE TO BIOALTRATION OF POLLUTANTS, AND NOT RESTRICT a INFILTRATION WHEN USED IN THE PROPORTIONS CITED HEREIN, THE FOLLOWING ALL METAL PARTS SHALL BE COMPOST STANDARDS ARE REQUIRED. CORROSION RESISTANT. STEEL PARTS GALVANIZED AND TOP OF WALL (TW) 1. MEETS THE DEFINITION OF "COMPOSTED MATERIALS" IN WAC 173-350-220 (INCLUDING CONTAMINANT LEVELS AND OTHER STANDARDS), AVAILABLE ONLINE AT ASPHALT COATED (TRMT 1 OR BETTER) OVERFLOW BEEHIVE HTTP://WWW.ECY.WA.GOV/PROGRAMS/SWFA/ORGANICS/SOIL.HTML 2. PRODUCED AT A COMPOSTING FACILITY PERMITTED BY THE WA DEPARTMENT OF ECOLOGY. A CURRENT LIST OF GRATE PER DTL. 3/C6.2 TOP OF SURFACE PERMITTED FACILITIES IS AVAILABLE AT H1TF //WWW.ECY.WA.GOV/PROGRAMS/SWFA/COMPOST/ 6" MIN. OVERFLOW EL= 440.00 EL=439.00 " 3. THE COMPOST PRODUCT MUST ORIGINATE A MINIMUM OF 65 PERCENT BY VOLUME FROM RECYCLED PLANT WASTE 6 DIA. UNDERDRAIN AS DEFINED IN WAC 173-350-100 AS "TYPE I FEEDSTOCKS." A MAXIMUM OF 35 PERCENT BY VOLUME OF 2" DIA. METAL VENT RISER CLEANOUT OTHER APPROVED ORGANIC WASTE AS DEFINED IN WAC 173-350-100 AS "TYPE III" , INCLUDING POSTCONSUMER WELDED TO TANK BIORETENTION SOIL MIX WITH CAP. TOP OF FOOD WASTE, BUT NOT INCLUDING BIOSOLIDS, MAY BE SUBSTITUTED FOR RECYCLED PLANT WASTE. TYPE II AND RISER AT OVERFLOW IV FEEDSTOCKS SHALL NOT BE USED FOR THE COMPOST GOING INTO BIORETENTION FACILITIES OR RAIN GARDENS. ELEVATION. 4. STABLE LOW OXYGEN USE AND CO2 GENERATION AND MATURE CAPABLE OF SUPPORTING PLANT GROWTH BY OVERFLOW= 439.00 1.0' STORAGE DEPTH TESTS SHOWN BELOW. THIS IS CRITICAL TO PLANT SUCCESS IN A(BIORETEN11ON SOIL MIXES. ) f 0.2' DEPTH, ORGANIC, 5. MOISTURE CONTENT RANGE: NO VISIBLE FREE WATER OR DUST PRODUCED WHEN HANDLING THE MATERIAL. ''`' L'"`' �`=" ~'' �'�"'" ` "' ��' ~'" ` `°� DECOMPOSED COMPOST 6. TESTED IN ACCORDANCE WITH THE U.S. COMPOSTING COUNCIL "TESTING METHODS FOR THE EXAMINATION OF EL= 438.00 - - - - - - - COMPOST AND COMPOSTING" (TMECC), AS ESTABLISHED IN THE COMPOSTING COUNCIL' S "SEAL OF TESTING 801 OF TREATMENT LAYER (B) - - _ EF_ _ SEGMENTAL CONC. ASSURANCE" (STA) PROGRAM. MOST WASHINGTON COMPOST 7. FACILITIES NOW USE THESE TESTS. 1.0' - - _ - - _ _ _ _ _ _ _ - - _ BLOCK WALL PER PLAN 8. SCREENED TO THE SIZE GRADATIONS FOR FINE COMPOST UNDER TMECC TEST METHOD 02.02-8 (GRADATIONS STEELDIA CORRUGATED 4" ELBOW ARE SHOWN IN THE SPECIFICATION IN AN APPENDIX OF THE LOW IMPACT DEVELOPMENT TECHNICAL GUIDANCE STEEL HELICAL PIPE. RESTRICTOR PLATE W 5x1 CORRUGATION. / MANUAL FOR PUGET SOUND) ORIFICE, DIA= 2.00 IN. 9. PH BETWEEN 6.0 AND 8.5 (TMECC 04.11-A). IF THE PH FALLS OUTSIDE OF THE ACCEPTABLE RANGE, IT MAY BE 16 GAGE Ln MODIFIED WITH LIME TO INCREASE THE PH OR IRON SULFATE PLUS SULFUR TO LOWER THE PH. THE LIME OR O:f 01 IRON SULFATE MUST BE MIXED UNIFORMLY INTO THE SOIL PRIOR TO USE IN THE BIORETENTION AREA. 0o - --- 10. MANUFACTURED INERT CONTENT LESS THAT 1% BY WEIGHT (TMECC 03.08-A) -► 11. MINIMUM ORGANIC MATTER CONTENT OF 40% (TMECC 05.07-A) j 6" DIA. "UNDER -DRAIN PIPE" 12. SOLUBLE SALT CONTENT LESS THAN 4.0 MMHOS/CM (TMECC 04.10-A) IE= 435.00 1 13. MATURITY GREATER THAN 80% (TMECC 05.05-A "GERMINATION AND VIGOR" ) IE= 434.50 14. STABILITY OF 7 OR BELOW (TMECC 05.08-B "CARBON DIOXIDE EVOLUTION RATE" } IE= 435.00 (10"N, OUTLET) CB #5 "UNDERDRAIN AGGREGATE FILTER & 15. CARBON TO NITROGEN RATIO (TMECC 04.01 "TOTAL CARBON" AND 04.02D "TOTAL KJELDAHL NITROGEN" } OF 0.5' DEAD STORAGE TYPE 1, BEEHIVE GRATE BEDDING LAYER LESS THAN 25:1. THE C:N RATIO MAY BE UP TO 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PUGET SOUND PLANTINGS PER SHEET L1.1 - N RIM= 440.00 LOWLAND NATIVE SPECIES AND UP TO 40:1 FOR COARSE COMPOST TO BE USED AS A SURFACE MULCH (NOT IN 36" DIA. TANK ACCESS MORTAR (TYP) IE(6"W)= 436.00 LANDSCAPE PLANTING PLAN A SOIL MIX). RISER SUPPORTS IE(8"N)= 436.00 2 B (TYP) IO-RETENTION SW'ALE CLEANOUT GATE: `�. STEPS C6.2 SCALE: N.T.S. A. SHEAR GATE, IRON BODY o RESTRICTOR PLATE W/ BRONZE MTD. OLYMPIC FDY. ORIFICE @ EL= 433.00 STD. OR, DIA= 1.50 IN. B. LIFT GATE, NO. C/C/I-LG, CASCADE CULVERT INC., OR C. OTHER DEVICE APPROVED BY ENGINEER. SECTION ,VIEW 54" DIA TY. 2 CB PER WSDOT STD. PLAN B-10.20-01 1 CB #3A - CONTROL STRUCTURE C6.2 SCALE: N.T.S. i► TERRAFORMA W PF DESIGN GROUP, INC. o CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 10 0 5027 51ST Avenue SW Seattle WA 98136 0 'cd' phone 206.923.0590 website terraformadesigngroup.com J Q CL W !t° r _ e- W Z V_ Jto m t F -I r RIM OVERFLOW � I 18" - 22' 5/8'UU f ELEV. PER PLAN N 0 NOTES 1. FUNCTIONS AS AN OVERFLOW FOR THE BIORETENTION CELL OUTLET. 2. MANUFACTURED BY OLYMPIC FOUNDRY, INC. (PART SM60BH). 3. DUCTILE IRON, ASTM A536, CL 80-55-C6 4. H-20 RATING. WT= 100 LBS. /00 3 BEEHIVE GRATE �.2SCALE: N.T.S. ® CORNERSTONE ARCHITECTURAL GROUP 3/30/18 mmmmm igeoo- o n co • M O z LO 00 E-CEIVED C) AUG 15 2013 T- r- C'r) UEVELORmENT SERVICES CG CITY OF NVIONDS yTR- b � J O F _ W to 0 w c [L W 7 cy)O Z c M O W = ; w PERMIT: BLD20170899/0900 �" a APPROVED FOR CONSTRUCTION SUB CITY OF EDMONDS ` AP 2018 <'/it:'� BUI RTME DATE:OF E OND: BY: C602 SEE STANDARD DETAIL E2,3 BANK RUN GRAVEL FOR TRENCH BACKFILL (AGGREGATE GRAVEL BASE 1 i PASSI NGG 2-1/2") PER WSDOT 9-03.19 SEE SPECIFICATIONS FOR DOMESTIC SERVICE DETAIL CUkSS 52 DUCTILE ]RON PIPE UNLESS SPECIFIED OTHERWISE BEDDING MATERIAL (5/8-i MINUS) CRUSHED PER COE MOCK 9-03.16.A.2 (SEE NOTE 2 BELOW) NOTE: TABLE 1: MAX- L NLNGM VAY WIIJI m 1 . (MAXIMUM WIDTH OF TRENCH AT TOP PIPE TRENCH DEPTH MAX PAY WIDTH 36" FOR PIPE UP TO AND INCLUDANG IV— 4` 40" 12" NOMINAL. DIAMETER 4 — lop 60 I-D` PLUS 16" FOR PIKE LARGER THAN 12" 10, — 201 72" NOMINAL DIAMETER 2+ REFER TO CITY OF EDMONDS MODIFICATIONS TO [DIVISION 9 OF W'SDOT 'STA LEA ' SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. 3, TRENCH SACKFILL SHALL MEET A MINIMUM COMPACTION OF 95 DENSITY PER ASTM D 1557, C. IT. -0 -E-1D. Vru ,,`D,S STANDA D DETAIL _ 10. CX]RIERY 7/ /0s TYPICAL WATER LINE TRENCH SECTION R, ENGLISH io/Wil NTS E4.5 T REMOTE FDC (REFER TO PLAN) i __ 1 WTH 9141165 CWS- Z PEDESUM LOAD: LOAD) I)WRICT APPRaffiD REWRED. �VAULT SIZES SIZE 0 TYPE APPROXIMATE EQLNP 01MEN 0NIS MINIMUM INSIDE 1 lLT DIMENSIONS (DKLUM SIAMESE CSC NNECrON) A 11 H C D LENG7N WIDTH HEIGINT Ir * 3/4" 3^.. 1'r2" 0"-�» �•�� 11*-0" 6'_0' * X 3/4" 4" S" '�4" 0"-�$" 6`-4- 12.-D„ 6.-0" ion X I 1* 8" 0'-11i S' i 14'-6" 7m-0" 7'-W SW1/4 OF SEC. 31, T27N, R4E. , W.M., CITY OF EDMONDS, SNOHOMISH COUNTY, WA 1 FT MIN WIDTH BETWEEN ROCKS AND EXCAVATION. PROVIDE SCALE, GRADE AND DRAIN TO APPROVED SYSTEM. 12" OF COMPACTED SOIL OVER GEOTEXTILE SLOPE TO DRAIN UNDISTURBED NATIVE SOIL ROCK FILTER LAYER, 12" MINIMUM WIDTH 6 QUARRY SPALLS -1 I 3/4' TO 4" IN SIZE GEOTEXTILE �- — — - FILTER FABRIC SLOor 4" DIA PERF RIGID PVC 2% DRAIN PIPE CENTERED HORIZ. IN BEDDING. SLOPE EQ EQ TO DRAIN AND CONNECT TO STORM DRAIN SYSTEM. PROVIDE CLEANOUTS. GENERAL NOTES( x a II PAVED = SURFACE c� w 1/2 DIAMETER OF LARGEST ROCK IN BOTTOM COURSE OR 12 WHICHEVER IS GREATER UNDISTURBED NATIVE SOIL OR COMPACTED CRUSHED ROCK, AS REQUIRED 1. SPECIAL INSPECTOR SHALL VERIFY ROCKERY HEIGHT, FOUNDATION MATERIAL, AND ROCK SIZE. 2, QUARRY SPALLS AND CRUSHED ROCK SHALL BE PLACED DIRECTLY FROM TRUCK OR OTHER SUITABLE CONTAINER IN ORDER TO MAINYTAIN CLEAN BACKFILL, 3, OPENINGS SHALL BE 'CHINKED' WITH QUARRY SPALLS. 4. R❑CKERIES SHALL BE DESIGNED AND STAMPED BY A LICENSED PR❑FESSI❑NAL ENGINEER IF GREATER THAN 8 FEET IN HEIGHT OR IF VARYING FROM THESE STANDARDS, OR IF THE CITY DETERMINES THAT SPECIAL CONDITIONS (SUCH AS CRITICAL AREA OR MEADOWDALE EARTH SUBSIDENCE LANDSLIDE HAZARD AREA) EXIST, i DETAIL - ROCKERY C6.3 SCALE: N.T.S. r- .s. ; IIQ its' mitt REMOTE FDC (REFER TO PLAN) 2-2r`` ' IE C ECITH ,rSao sy rm "i) DcLLII3LE LEAr G LID 1t" DRAIN SLOTS Lei, MATCH -rf1PE D (AS ; -0 BY FW . OUP W. 1 #41 MATH HATCH ROCK SCHEDULE WALL HEIGHT MINIMUM ROCK SIZE BASE TOP 2 FEET 2-MAN 2-MAN 4 FEET 3-MAN 2-MAN 6 FEET 4-MAN 2-MAN 8 FEET 5-MAN 2-MAN w i =�D 2 LNNINLIK rNVly S1'e PIIf rS ouix, w . • .. DRAW #52 CIA IDWAIL 10 UIVA, rWASHED t - Ke ROCK R COYU GUTTER DRW SWL COONECT TO ik DRY WELLR CATCH akSIN. COLLAR RING CAST & COVER IRON PVC CAP INSTALL CAST IRON RING & COVER ON CLEANOUTS THAT WILL LIE WITHIN ANY AREA SUBJECT TO VEHICLE ACCESS Pv SIZcE PER PLAN 2 DETAIL - STORM CLEANOUT .c6.3j SCALE: N.T.S. Boo TERR-AFORMA W F DESIGN GROUP, INC.j o CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE �Q 5027 51ST Avenue SW Seattle WA 98136 0 phone 206.923.0590 website terraformadesigngroup.com �4 W~ 1z w ~ r 0 W Z m f0RNERME ARCHITECTURAL GROUP 3/30/18 Own, z W U> � U)O G Q- Q Z JO QJD �ww a 0 QU) U)� z �-c < CIO 4-1 d- J N F I 9 RECEIVED T- O AUG 15 21313 "zi- Irl— DEVE-LOPMENT SERVICES CTR. CITY OF EDMONDS —� J_ z Q 0 O J D > U V W 00 U) G/ I— © , z 0 1..� 1 1 I co V) an PERMIT: BLD20170899/0900 U) APPROVED FOR CONSTRUCTION R S B CITY OF EDMONDS APR 201$ LDING EP TMENT DATE: CITY EDMONDS mm DIVISION C603 SW1 /4 OF SEC. 31, T27N, R4E. , W.M., CITY OF EDMONDS, SNOHOMISH COUNTY, WA PROPERTY INFO PARCEL NO: 00463303200303 LEGAL DESCRIPTION LOT 2, SHORT PLAT NO. SP1096(5-75) RECORDED UNDER ADF 2394687, BEING A PORTION OF LOTS 3, 4 AND 5, BLOCK 32, HANBURY'S SOUND VIEW TRACTS, ACCORD. TO THE PLAT THEREOF RECORDED IN VOL. 7 OF PLATS, PAGE 20, REC. OF SNOHOMISH COUNTY, WA; EXCEPT THE SOUTH 5.00 FEET OF THE NORTH 145.00 FEET OF THE WEST 60.00 FEET OF THE EAST 70.00 FEET OF SAID LOT 4, HANBURY'S SOUND VIEW TRACTS. VERTICAL DATUM BENCHMARK — SNV-7557. NAVD88. CITY OF SEATTLE BRASS CAP, STAMPED "7577". NORTHEAST CORNER OF CONC. BASE FOR STEEL TRAFFIC SIGNAL POLE IN TRAFFIC ISLAND AT SE QUADRANT OF THE INTERSECTION OF AURORA AVE NORTH & NORTH 2O5TH ST. (244TH ST. SW). ELEV= 414.60 . SEWER MH RIM= 442.87 rr---- vv-- --- ---- VV-- --W- - 244TH STREET SW ---- S—ac3---- S---- S---- S---- S---- S---- S---- S----- S---- S---- S---- S;; ¢--- S---- S---- S- 0 SITE PLAN, NOTE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. EXISTING GRADE INFORMATION IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF ANY DISCREPANCIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO CONFIRM EXISTING UTILITY AND GRADE INFORMATION. CALL AT LEAST 2 WORKING DAYS BEFORE YOU DIG CALL '811' A 0 25 50 100 1 inch = 50 ft. VICINITY MAP 4s- SCALE: N.T.S. PROJECT TEAM CIVIL ENGINEER TERRAFORMA DESIGN GROUP, INC. 5027 51ST AVENUE SW SEATTLE, WA 98136 CONTACT: PEDRO DEGUZMAN, PE PHONE: (206) 923-0590 EMAIL: pedro@terraformadesigngroup.com ARCHITECT CORNERSTONE ARCHITECTURAL GROUP CONTACT: STEVE BARNES PHONE: (206) 682-5000 GOVERNING AGENCIES SITE, GRADING, STORMWATER CITY OF EDMONDS 121 5TH AVENUE NORTH EDMONDS, WA 98020 OWNER: VISTA REI, LLC DEVELOPER: GURLSI FAMILY LP CONTACT: ROY GURSLI PHONE: (425) 210--5502 GEOTECHNICAL ENGINEER ASSOCIATED EARTH SCIENCES, INC. CONTACT: KURT D. MERRIMAN, PE PHONE: (425) 827-7701 REPORT DATED: FEB. 11, 2016 ELECTRIC SNOHOMISH COUNTY PUD NO. 1 CONTACT: MARY MCALLISTER PHONE: (425) 670-3216 WATER, SEWER NATURAL GAS OLYMPIA VIEW WATER & SEWER DISTRICT PUGET SOUND ENERGY 8128 228TH STREET SW PHONE: (888) 321-7779 EDMONDS, WA 98026 CONTACT: LYNNE DANIELSON TELEPHONE PHONE: (425) 774-7769 FRONTIER CONTACT: JEREMY FALLT FIRE PHONE: (425) 263-4024 SOUTH SNOHOMISH COUNTY FIRE & RESCUE CONTACT: KEAN ZWEBER CABLE PHONE: (425) 771-0213 COMCAST CONTACT: MIKE FONTENOT PHONE: (425) 263-5482 [§HEEf INDEX 11 WATER &SEWER COVER SHEET 2 WATER PLAN 3 SEWER PLAN i4 WATER PROFILES c uL �+ uj 0 Q CD �11r, W N Cla � Cq N C a 6/21 /18 Arm ,am ry W F— eir W W W 06 VJ ULi `W RECEIVED U) `:': O AUG 15 2913 L.1..1 I.y DEVELOPMENT SERVICES CT1R. CITY OF EDiViONDS W APPROVED FOR WATER AND SEWER CONSTRUCTION OLYMPIC VIEW WATER AND SEWER DISTRICT \z- DISTRICT M- OR ASSIGNEE D, of w W III V(: bop 0 JUN Z 2018 C? � Co MCn Z z LLJ 0� 2 00 Lo 0 It (f) W > F— c� tL SUBJECT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HAVING JURISDICTION PAUL JUB #17U96.130 WATER 117097.00 (SEWER) EXISTING PROPOSED �.�•----- PROPERTY LINE - R.O.W. CENTERLINE - EASEMENT - 100 100 GRADING CONTOUR - - 8- - 8 W WATER MAIN 8„ _ _ m.. "_- "____...... _ SEWER MAIN - _ 12 D[�- - -_ w,- __,_.,._",._ . __."... STORM DRAIN t FIRE HYDRANT EB ® WATER METER M H GATE VALVE 0 0 SEWER MANHOLE ❑ w STORM CB STORM MANHOLE ' POWER VAULT -a- UTILITY POLE STREET LIGHT 0 BOLLARD PARKING LIGHT VERTICAL DATUM BENCHMARK - SNV-7557. NAVD88. CITY OF SEATTLE BRASS CAP, STAMPED "7577". NORTHEAST CORNER OF CONC. BASE FOR STEEL TRAFFIC SIGNAL POLE IN TRAFFIC ISLAND AT SE QUADRANT OF THE INTERSECTION OF AURORA AVE NORTH & NORTH 2O5TH ST. (244TH ST. SW). ELEV= 414.60 SITE BENCHMARK: EX. SEWER MH RIM= 442.87 NOTE ERGROUND UTILITIES IS WATER METER NOTES O REMOVE & REPLACE EX. METER BOX & SETTER AT NEW LOCATIONS TO EAST. SALVAGE EX. METERS. DISTRICT TO INSTALL METERS IN NEW SETTERS CONTRACTOR TO CONNECT TO EX. PRIVATE SERVICE. QSTA 3+93.5, 32.00'LT: NEW 2" METER/SERVICE PER STD. DTL. W-2 G3 STA 4+82.20, 32.00'LT: NEW 1.5" METER/SERVICE SERVICE PER STD. DTL. W-2 4 STA 5+84.40, 32.00'LT: NEW 2" METER / 2" SERVICE PER STD. DTL. W-2 �5 STA 21+34.00, 19.00'RT: NEW 1" METER/SERVICE PER STD. DTL. W-1 STA 21+41.00, 22.00'RT: NEW 1.5" METER/2" SERVICE PER STD. DTL. W-2 I /) STA 23+14.50, 30.00'RT: �✓ NEW 1" METER / 1" SERVICE PER STD. DTL. W-1 NEW 1" DCVA PER STD. DTL. W-14 G8 STA 23+8.00, 8.00'LT: NEW 1.5" METER / 2" SERVICE PER STD. DTL. W-2 NEW 1.5" DCVA PER STD. DTL. W-14 9 STA 23+04.00, 15.001T: NEW 1" METER/SERVICE PER STD. DTL. W-1 NEW 1" DCVA PER STD. DTL. W-14 ** FOR IRRIGATION 10 REMOVE EX. METER BOX & SETTER. SALVAGE METER & RETURN TO DISTRICT. 11 PRIVATELY OWNED FIRE SERVICE LINES TO FDC'S TO BE INSTALLED BELOW DISTRICT WATER MAIN. REFER TO SHEET C4.1 FOR DESIGN OF ONSITE, PRIVATE WATER SERVICES AND PRIVATE FIRE SPRINKLER FDC'S AND SUPPLY PIPES ST BLDG I I I f I I I I I I I I I - I t�� a �� Y��� � �ri`� '�I• [ill�1�I1/ © I I � II BUILDING 2 I 9 UNITS + OFFICE ° I I Domestic Service Use = 2280 gpd I I �I Fire Flow I =1500 gpm, 2hrs I ^i I ,xl fl t I I, EXIST 13OG BUILDING 1 10 UNITS �c Domestic Water Use =1920 gpd Fire Flow =1500 gpm, 2hrs 41 NEW 10' ESMT. TO OVWSD '" 7 D D D- ;---fs 446 1 - 6" DCDA & VAULT PER STD. DTL. W-12 STA 23 09 00• ° IVA I r � II I I � ----, FS S f-76' 8"DI `I 8 9 , r 1- 8 x6" TEE (FLxFL) 7.. t I I m 1 - 8" ADAPTOR (FLxMJ, EAST) CUT &CAP. -P.» REMOVE EX. VALVE BOX. I 1 2 FDC'S PER SHEET C4.1 STA 22+31.00: 1 - 8" ­ 90-DEG BEND (MJ) CONC. BLKt. --,-A S THE LOCATION OF ALL EXISTING UND SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING 1 - 8 GATE VALVE (FLxFL, WEST) 1 - 8"x6" REDUCER (FUMJ, WEST} EXIST sLDG < j I I ( 6 UTILITIES BEFORE COMMENCING WORK. NEW WATERMAIN SHALL BE CONSTRUCTED, INSPECTED AND I 1 - 6" GATE VALVE (FLxRJ, SOUTH) EXISTING GRADE INFORMATION IS APPROXIMATE. THE CONTRACTOR „ APPROVED BY THE DISTRICT WHILE THE EXISTING 6 CAST IRON ( 1 - FIRE HYD. ASSY PER STD. DTL. W-6- 2 -BOLLARDS PER STD. DTL. W-9 SHALL FIELD VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF ANY DISCREPANCIES BEFORE COMMENCING WORK. MAIN IS IN SERVICE. SHUTDOWN OF THE SERVICES FOR CONC. BLKG. - - ---- - - - _ - CONNECTION TO THE EXISTING SYSTEM SHALL BE AS SHORT AS 1 ... - _ _... - - - CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO CONFIRM EXISTING UTILITY AND GRADE INFORMATION. FEASIBLE. COORDINATE SHUTDOWN WITH THE DISTRICT AND I U �) NOTE: DEVELOPER SHALL OBTAIN DEVELOPER. I WATER SYSTEM IMPROVEMENTS SHALL BE `° ALL NEW EASEMENTS I i 5 CALL AT LEAST 2 WORKING I WITHINAPPROVAL THEOF I RBYS PROPERTY. DAYS BEFORE YOU DIG I CALL'811' NEW 8" DI MAIN 31 WITH RESTRAINED I NEW 8" - 45-DEG BEND JOINTS (MEGA -LUG) ; I WITH MEGA -LUG JOINTS 3 I I I REMOVE EX. 8"x6" REDUCER NEW 8' SLEEVE COUPLING 'I 1 PER OLYMPIC VIEW WATER AND SEWER 191' $'DI ' I I DISTRICT CONSTRUCTION STANDARDS I �1 I i II I NEW 9.5' WATER, I II 21 +00 ESMT. TO DISTRICT I PH DENOTES POTHOLE LOCATION I I I PRIOR TO ANY CONSTRUCTION. II CONTRACTOR SHALL FIELD 6" MAIN DEPTH, ALSO MEASURE STORM X'ING " I 1 I DEPTHS WHERE SHOWN. CAST DIRONEMA N 44. 1 �---._�.-_._.._ _ --_� - _-[I I I 1 RESTRAIN MIN. (2) FULL EX. 8"W (CI) ABANDON EX. 6 W (CI) I) I STICKS TO NORTH _.--._-_.._-_------- CUT CAP I 8"DI SPOOL p(, 6 q I REMOVE AND RETURN �' I STA 20+40.00: NEW EX. FH TO DISTRICT NEW 8"DI SPOOL �� 10' WATER INSTALL CB INLET FILTER /� I 1 - 8"x6" TEE (RJxFL) PROFILE -POINT OF CONNECTION ,� I NEW 4 x PER DTL. 3/C6.1 (TYP) CUT &CAP. 1 - 6" GATE VALVE (FLxRJ) w ( ESMT. TO OVWSD NEW 4'x10' WATER NEW 7'x15' WATER VALVE TO BE CLOSED. REMOVE AND RETURN _ I I 1 - 6" DI SPOOL (RJ} � �C(}� ��.�.. � �� � ESMT. TO 0 EX. FH TO DISTRICT STA 3+20t: POINT OF CONNECTION ESMT. TO OVWSD REMOVE EX, VALVE BOX 20.0' 3.0' 1 1 - FIRE HYD. ASSY PER STD. DTL W-3 REMOVE EX. 8"X6" REDUCER (MJXMJ) AIR/VAC AT THE HIGHEST ABANDON EX. 6" 18 5 244t S t S'W ABANDON EX. 6" CUT & CAP. I � I (3' MIN. CLR. AROUND FH) _ " POINT OF THE MAINLINE. ! CAST IRON MAIN CAST IRON MAIN VALVE TO BE CLOSED. 6 I I 2 - BOLLARDS PER STD. DTL W-9 1 - 8» CI / 8 DI COUPLING OVWSD DWG, NO. W-11. 1 ! 2 FILL W/ GROUT) ACK OF EX. 3 FILL W/ GROUT REMOVE EX. VALVE B3O CONC. BLKG 2 - 45 VERT. BENDS (RJ) I ( 4 ( ) _ 2 - 8" DI SPOOL (RJ) I SIDEWALK o I - ONU - CHU _10HU - - s su t u s ow 0HU u e sv CHU - - 15.5 NEW 15'x15' WATER o - .. 0Hu ail) SMT -IO -- - ^ 0F€u CHti r iu am ---^^-- gww o r#iv �----- ate�J �€li --- ^�^ ^ ONU 0HU 0H a w ow I I I - 10HU 0Hu - srta -�^ � -- -- (MU e - { p� U - s - - - wu old --- ---- E --� �C1 - ---- ---- - - - - PH IN I ----w----w----Xw---7--w----w----w---- __ - __ ___-: ��__, - ___ __ ____ _-__ _ _ __ ___3 _ _ • • EX. 8"CI �� o _ _ _ _ _ W EN (PER PH be - - �. - _ , _ � �.�. EX DEAD AGENCY MAPS ---w---- w---- w----w---- w----w---W--- --- w---w---- w---- W-- 4-w---w----w--W---- W---- -- W----W---- W---- --- W---- W-- --- ----W- - W----W----W-- PH - __ -w----W----w--------w---- ----w---w----w---= -, - ... I -w-- - 1- A ---w----W---w----W---w----w ---w----w----w----W----W- PH I 15d - 8"DI (RJ) o ,I .. , .. ... 00 LOCATE . 179 DI PIPE W WATTLE DTL / 1 LATE AND EXPOSE NEAREST 24 - - - --+-_ - - I - _ , . _ _ 1 .. , . .. .: , . N STR4 =: ALL ( 22' 8'DI (STRA L RJ PER 8 C6 (2) EX. Cl PIPE JOINTS & o - - ' INSTAII BELL RESTRAINTS o ' o + T- + RESTRAIN ALL PIPE IN 244TH ST. a + �+ Ao INSTALL C � + I 20+0b CCESS ROA In ) CB INLET FILTER 0 LO + AT DOWNSTREAM CB 30.0' EX. R/W I '� 40 PER DTL. 3/C6.1 (TYP) <t 21.9't 1&O't -- - 244TH ST. SW STA 4+75.00, 18.00'LT <, ROADWAY CURB &SIDEWALK SHALL EX. 12"W (CI) 1 - 8"x6" TEE (RJxFL) - BE RESTORED PER CITY OF EDMONDS (CITY OF EDMONDS) 1 - 6" GATE VALVE (fLXRJ) COVER VARIES UP TO 6-F-P C014TRACTOR TO I I CONSTRUCTION STANDARDS. USE EXTREME CAUTION POTFIOLE &VERIFY WHERE NOTED "PH", PRIOR TO i "' ��- BACKFILL 12" ABOVE PIPE & WHILE TRENCHING AND 1 - 6" DI SPOOL (RJ) ANY CONSTRUCTION! DURING NEW MAIN INSTALL, I I SURFACE RESTORATION PER WATER INSTALLATION! 1 - FIRE HYD. ASSY PER STD. DTL W-3 POTHOLE EVERY 2O' TO CHECK i ® i CITY STD. DTL. E4.5. SCENARIO CTR. IF MIN. 18" VERTICAL SEPARATION THEN CTR. OF FH 0 32.0'LT OF R/W C/L & DOCUMENT DEPTH. ._/� NORMAL BEDDING/BACKFILL PER OVWSD DWG. NO. W-8. NOTE: FH LATERAL TO CROSS EX. 12"W (CITY OF EDMONDS) , SCENARIO #2: IF LESS THAN 18" VERTICAL SEPARATION OVER EX. 6" WATER MAIN 12.7'f EX. 6"W BETWEEN TOP OF EX. 6" CI AND BOTTOM OF NEW 8" WM, ®- (OVWSD) THE? THE EX. PIPE SHALL BE CAREFULLY EXPOSED AND NOTE: NO THRUST BLOCKS ABANDON & THEN BACKFILLED WITH CDF BEFORE BEDDING THE NEW PIPE. AGAINST EX. 12" WATER MAIN FILL WITH GROUT TYP'CAL BEDDING SHALL BE PROVIDED BELOW THE NEW 8" (CITY OF EDMONDS) SE ,,TION-. 244TH ST. WATERMAIN TH EX. Cl PIPE. THE DISTRICT INSPHAN 6" OF CDF ECTOR SHALBE L BE OVER CONTACTED IF THE EXISTING PIPE DEPTH IS TOO SHALLOW 2 SCALE-. N.T.S. AND THE ABOVE CAN'T BE ACHIEVED. RESTRAIN ALL PIPE '�W MU - CSHU IN 244TH ST. TEMPORARY BLOCKING FOR BACK OF EX. FH TEE STA 6+54.05, 18.0'LT. 1 - 8"x8" TEE (FLxFI) ! 4THSTREET1- 8" ADAPTOR ,WEST)SW 24 1 - 8" CAP (FL, EAST) 1 - 8" GATE VALVE (FLxRJ, NORTH) I 244TH STREET SW PAVEMENT SHALL BE RESTORED PER CITY OF EDMONDS STDS. NOTE: IF WATERMAIN TO NORTH CONFLICTS WITH I THE EXISTING 6" MAIN, THEN CONSTRUCT TEE BELOW EXISTING MAIN. 0 10 20 40 1 Inch = 20 ft. APPROVED FOR WATER AND SEWER CONSTRUCTION OLYMPIC VIEW WATER AND SEWER DISTRICT 2z DISTRICT ENGINEER OR ASSIGNEE DAT SUB,_ CT TO APPROVAL OF OTHER PERMITS FROM AGENvIES HAVING JURISDICTION U uj M v v � o W v o W V 0 O Q coCn -, c-5 ' 0 w � o w wJ N Q Co C U 0 a 6/21/18 ■■� N 1 C> 00 V ® v! 0 C. z 00 r, CL W W w aC U Q U) > U) V '-1 CN N O LO 00 I RECEIVED o m AUG 15 2010 DEVELUPMENT SERVICES CTR. 0) Cn CI OF EDMONDS >- z Q z Q � w I- � v ❑ W j �F_ 11� 2 < Q_ W U) C00 W N W 00 QC F- r z ~ Lf) 0 LLI W r Q w fL U) o R S B JUN 2018 BUILDIN DE TMENT CITY EDMONDS LEGEND EXISTING PROPOSED PROPERTY LINE R.O.W. CENTERLINE -- --- EASEMENT 100 — 100 GRADING CONTOUR W WATER MAIN _8 S SEWER MAIN — _ 12" oD- — - -- - STORM DRAIN )3r i FIRE HYDRANT ® 0 WATER METER m // GATE VALVE 0 0 SEWER MANHOLE p In STORM CB © STORM MANHOLE EEI POWER VAULT UTILITY POLE -- STREET LIGHT 0 BOLLARD PARKING LIGHT VERTICAL DATUM BENCHMARK - SNV-7557. NAVD88. CITY OF SEATTLE BRASS CAP, STAMPED "7577. NORTHEAST CORNER OF CONC. BASE FOR STEEL TRAFFIC SIGNAL POLE IN TRAFFIC ISLAND AT SE QUADRANT OF THE INTERSECTION OF AURORA AVE NORTH & NORTH 2O5TH ST. (244TH ST. SW). ELEV= 414.60 SITE BENCHMARK: EX. SEWER MH RIM= 442.87 NOTE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. EXISTING GRADE INFORMATION IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF ANY DISCREPANCIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO DONFIRM EXISTING UTILITY AND GRADE INFORMATION. CALL AT LEAST 2 WORKING DAYS BEFORE YOU DIG CALL '811' F- SW1/4 OF SEC. 31, T27N, R4E. , W.M., CITY OF EDMONDS, SNOHOMISH COUNTY, WA CLEANOUTS SHALL BE INSTALLED EX. 10' SEWER ESMT TO OVWSD PER DISTRICT STD. DTL S-3 AFN7703020257 (NO PIPE) 32 N 6" SIDESEWER SSCO #2 0 2.19% RIM= 443.8 IE= 438.00 XIST I %q----w---- ► 1 EX. SSMH RIM= 442.87 IE= 435.90 (EX. 6"W) IE= 435.77 (EX. 8"N) IE= 435.90 (NEW 6"W,6°SW) CORE —DRILL INTO EX. MANHOLE FOR BLDG#1 SIDESEWER. DEMO & RECONSTRUCT 244TH STREET SW N 0 10 20 40 1 inch = 20 ft. -S_1 10' SEWER ESMT TO 1988205 APE FOUND) C APPROVED FOR WATER AND SEWER CONSTRUCTION OLYMPIC VIEW WATER AND SEWER DISTRICT P JA 6 51-PO DISTRICT ENGINEER OR ASSIGNEE DATE SUBJECT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HAVING JURISDICTION 6/21/18 DECEIVED im AUG 15 2003 v- DEVELOPMENT SERVICES CTR. CITY OF EDMONDS z' Q z 1— z 0 w o S' w w _ °- 0 > 0 w �w � U) w «� w w w 00 Z f" uj V? r w W �- � Lu CL co c 'S JUN 2018 PACE JOB #17097.00 (SEWER) 465 460 455 450 445 440 455 450 445 SW1/4 OF SEC. 31, T27N, R4E. , W.M., CITY OF EDMONDS, SNOHOMISH COUNTY, WA z ........................................I—...... �---------------- - - Z ............................................ ........EX....GRADE..AT...C..L..................... ............ ........................................................ ............----.................................................................... ... ............... .................................... ,................. ........ I................... _ OF,.244TH., ST. SW ....................._._ _._ ............. ...................................... ..................................................................... i0 ................... ........ .................I..... ............................................................................I. .................... ..-......................... I............................. ....................•-----.............................. ..................... .............. ............I ............. ....... ......................................................... .............................I........................................... ................................................. x CL w .......................................................................... .............................................................................. .............................................................................. ...................... .................................................................................. .................................................................................. ..........•-----•--............................ , ........................ .............. MIN. 12 ................ VERY. CLEAR ....................................................................................... �.___ .............................................. NEW 8" ...................................... . AIR-VAC .............................................................................................. . WATERMAIN ....................................................................................................... ............................................................................................................................................................................................................................................._.. .....-•...................................... .............. .......... p.............................. EX....8. W........................................_._.__.._.................. .......... ...................---............................................... ....... ................................FR.......................................................................................... .............. --- --------- -------_-_w -------------------- ------------ --------- - -.�.� � ................................ W -----_-- --,� _ .. .............._.......................................-...... � - ......�. 12 MIN. VERY. CLEAR ......................... ................................ ' ................-----........................__.---______................-----•--_............................................................................ EX. 6" ClMAIN. ..........................................---....................................................................-:-...... -__ ,_ -� _. ............ ........... ... ............. ........ �\ .. ..................................................... PIPE COVER .......................---...................................................................................................................: ...-------.w.... ................................................. -----............................ ABANDON & FILL �.ry .................................................................... .-_.._.._..--....................................................................................... ...................................................................... � GROUT." ..................,........... ....................... .......... .............`�...� ......................... STA 3+20t ``- NEW 8 COUPLING & - _ - :.................................. .............. (2) 45-ma "VERT....BENI�S. ................................................................................. .r................................................................_........ . -,. ........ ........... :..................................... ........................POTHOLE TO flETERM{NE.._...... EX. 6;i` IUIN CaVER VARIES UP TO � _ DEPTH &LOCATION PRIOR 8-f fRACTflR Tir P(iTIiaLE & .................................................................... ...... ............... ........... TO..CONSTRUCTION..------------ --- ....._.--11f]�1F- lW-E-•NOTEDll.p...ON-.................................................................................................. .................-----...................... ..................................... ................ -......................... ... .-r------..... PRIOR TO ANY CONSTRUCTION DURING NEW MAIN INSTALL, POTHOLE �~ �� .. a.�„................. .......................................................... .............................. .....------_ ,----O...CH'ECi� .&..DOCU �Fr..20 T - MENT� - .............................................................. i 1 �� STA 6+54.05: . ........ ..........................................._........................ ....... ........ VVt IH .............. -..........._............................. .................................... .......................-r................................ � .,.- �.r. ..._,�,.,, � $"x8� TEE .......... sEE><.Dn...1..�J..sJiT...2._RECARDINc.................................................................._............................ ..I......................._........................................................................................................................... I..... ...........................................................................................................................................................`.. ^,.,,,....^.'.,,...........................................................................,............... ..............................r-------.....................-----•..---- NC ING DEPTH H......,..............,...................................................r..................---.......................................................................................................................................-----.................... ....................... ......... ............................... .... .. ..... ................... ..... ....... .. ..._ ............... ............ ................... ................... R1 �+ 1 ...........:, ................................................. ............. ................ ........ ......-_.__..................._-----_...........__NEW..8...IM1A�I..TRE.... BEDDING & BACKILL. EX. DEAD END Rl nn A_Lr)1) 7_nn 440 NOTE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING U11LJ11ES BEFORE COMMENCING WORK. EXISTING GRADE INFORMATION IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF ANY DISCREPANCIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO CONFIRM EXISTING UTILITY AND GRADE INFORMATION. CALL AT LEAST 2 WORKING DAYS BEFORE YOU DIG CALL'811' 3+00 'Tu PROFILE - WATER MAIN - 244TH ST. SW SCALE: 1" = 20' HORIZ., 1" = 5' VERT. J•. ............................................................. . S'I"RETUIl ............ ....... a Q Cl 244TH .I........................................A•.... ..._.....-•..........................................................................................................................................................................................................--------.............. -----•--•..............--•...................................................................................................I............... .......................................................................................... ..I................................................ .................................................................................................. ........................... ......................... I .................... I.... ......I........ ....................... ............................................................. .......... PRIVATE FIRE .......................................................................................................................... ............................. ............................................................................ ............................. - DCDA &VAULT ....... ....... .................. ....................... ........... ..... ................. ............................................................. ......................................................................... ......................................................................... ............... .........................................................................................................................................................,......_................................I... 8* TEE ....... ................................................................ .......... .......... ..... .... ........................................ ................. ........... ........... ...................... .... .. ............................................... ...................................... .............. ..... ...... .......... ....... ............. ...... ......... ..................... ............... ............ ............. ......................... .. ................................................................................ F ............. . 0.............. .............. PROPOSED GRADE AT......... C...L..OF WATERMAIN.. ... .............. ........ ................ .... ............................................. ................................................. .......................... ............................... ........... .............................................. .................. ..... .................................................... ....................... ........................................................................................................ ............. ........................................................................................ 36" MIN. ............................ ..----•...................................................... PIPE Cov WM.. EX. 1"W �p.�............ -POTHOLE• E�(:..b....MAIN ............................. ................ ...................-----..............................-.................................................................. --- -- ............. +.+!. . 6" PRIVATE FIRE ...... Tl� Inox..................................................................................... UNKNOW�N.......PRIQR...TO.. GQP1S. ........ ............. ...... ............................................ TO AVOID CON .......................................................................... ......... ................................................................................................................................................................... ...........................................I............................................ ASSUMES EX Ir MAIN ....................................IS ..AT•�4.0' DEPTH .............. .................. _..........---...............-• --•••••--................................................................. ....................................................... ... .............................................................................. ............................................ ......................... ............ .............................. ...... I ------------ ----••..................................---.................................... .---------------•---............. ...........__._ - ...........1.---•--................................... -•--•............. -.............................................................................. ............... 20+00 PROFILE - WATER MAIN - ONSITE SCALE: 1" = 20' HORIZ., 1" = 5' VERT. 0 10 20 40 1 inch = 20 ft. 455 450 445 440 435 430 465 460 455 450 445 440 U r� Q � o o w� Z N m C U' Q Z 0= W p 10 W W C p ESA_ J S N U c 6121/18 RECEIVED AUG 15 2913 0 DEVELOPMENT S: RvICES CT& I— � ; , CITY OF EDWiONDS M 0) ? J W 0 z z w tL 0 v o °- ­5/ 0 0 Co w a w U) Q � o0 Ll.l r CV LL L— J 00 CQ ,n z APPROVED FOR WATER AND SEWER CONSTRUCTION OLYMPIC VIEW WATER AND SEWER DISTRICT DISTRICT ENGINEER OR ASSIGNEE DATE SUBJECT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HAVING JURISDICTION 990.0" I " uj o 0 W = uj R€SIB JUNV2018 ni PACE JOB #17096.00 (WATER)