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Home My WebLink AboutP_Civil_Plans_250131_v1Longacres Master Plan EIS/PUD - January 2025 CIVIL SHEET INDEX OWNER CIVIL ENGINEER SITE MAP ARCHITECT PROJECT AREA C0.00 CIVIL COVER SHEET C0.01 GENERAL NOTES C2.00 OVERALL TESC PLAN C2.01 TESC PLAN C2.02 TESC PLAN C2.03 TESC PLAN C2.04 TESC PLAN C2.05 TESC PLAN C2.06 TESC PLAN C2.07 TESC PLAN C2.08 TESC PLAN C2.09 TESC PLAN C2.10 TESC PLAN C2.11 TESC PLAN C2.12 TESC PLAN C2.13 TESC PLAN C2.14 TESC PLAN C2.15 TESC PLAN C2.16 TESC PLAN C2.17 TESC PLAN C2.18 TESC PLAN C2.19 TESC PLAN C2.20 TESC PLAN C2.21 TESC PLAN C2.22 TESC PLAN C2.23 TESC PLAN C2.30 TESC DETAILS C3.00 OVERALL GRADING/ DRAINAGE PLAN C3.01 GRADING/ DRAINAGE PLAN C3.02 GRADING/ DRAINAGE PLAN C3.03 GRADING/ DRAINAGE PLAN C3.04 GRADING/ DRAINAGE PLAN C3.05 GRADING/ DRAINAGE PLAN C3.06 GRADING/ DRAINAGE PLAN C3.07 GRADING/ DRAINAGE PLAN C3.08 GRADING/ DRAINAGE PLAN C3.09 GRADING/ DRAINAGE PLAN C3.10 GRADING/ DRAINAGE PLAN C3.11 GRADING/ DRAINAGE PLAN C3.12 GRADING/ DRAINAGE PLAN C3.13 GRADING/ DRAINAGE PLAN C3.14 GRADING/ DRAINAGE PLAN C3.15 GRADING/ DRAINAGE PLAN C3.16 GRADING/ DRAINAGE PLAN C3.17 GRADING/ DRAINAGE PLAN C3.18 GRADING/ DRAINAGE PLAN C3.19 GRADING/ DRAINAGE PLAN C3.20 GRADING/ DRAINAGE PLAN C3.21 GRADING/ DRAINAGE PLAN C3.22 GRADING/ DRAINAGE PLAN C3.23 GRADING/ DRAINAGE PLAN C3.30 DRAINAGE DETAILS C3.31 DRAINAGE DETAILS C4.00 OVERALL UTILITY PLAN C4.01 UTILITY PLAN C4.02 UTILITY PLAN C4.03 UTILITY PLAN C4.04 UTILITY PLAN C4.05 UTILITY PLAN C4.06 UTILITY PLAN C4.07 UTILITY PLAN C4.08 UTILITY PLAN C4.09 UTILITY PLAN C4.10 UTILITY PLAN C4.11 UTILITY PLAN C4.12 UTILITY PLAN C4.13 UTILITY PLAN C4.14 UTILITY PLAN C4.15 UTILITY PLAN C4.16 UTILITY PLAN C4.17 UTILITY PLAN C4.18 UTILITY PLAN C4.19 UTILITY PLAN C4.20 UTILITY PLAN C4.21 UTILITY PLAN C4.22 UTILITY PLAN C4.23 UTILITY PLAN C4.30 UTILITY DETAILS C4.31 UTILITY DETAILS C4.32 UTILITY DETAILS C5.00 OVERALL PAVING PLAN C5.01 PAVING PLAN C5.02 PAVING PLAN C5.03 PAVING PLAN C5.04 PAVING PLAN C5.05 PAVING PLAN C5.06 PAVING PLAN C5.07 PAVING PLAN C5.08 PAVING PLAN C5.09 PAVING PLAN C5.10 PAVING PLAN C5.11 PAVING PLAN C5.12 PAVING PLAN C5.13 PAVING PLAN C5.14 PAVING PLAN C5.15 PAVING PLAN C5.16 PAVING PLAN C5.17 PAVING PLAN C5.18 PAVING PLAN C5.19 PAVING PLAN C5.20 PAVING PLAN C5.21 PAVING PLAN C5.22 PAVING PLAN C5.23 PAVING PLAN C5.30 PAVING DETAILS LMN ARCHITECTS 801 SECOND AVENUE, SUITE 501 SEATTLE, WA 98104 (206) 682-3460 CONTACT: JOHN WILLIAMSON COUGHLIN PORTER LUNDEEN 1191 SECOND AVENUE, SUITE 1100 SEATTLE, WA 98101 (206) 343-0460 CONTACT: WILLIAM ANDRES P.E. UNICO LONGACRES COMMERCIAL EAST LLC, UNICO LONGACRES COMMERCIAL SOUTH LLC, UNICO LONGACRES RESIDENTIAL SW LLC, and UNICO LONGACRES RESIDENTIAL NW LLC 1326 FIFTH AVENUE, SUITE 800 SEATTLE, WA 98101 LANDSCAPE ARCHITECT HEWITT 101 STEWARD STREET, SUITE 200 SEATTLE, WA 98101 (206) 624-8154 CONTACT: JAKE WOLAND UTILITY PROVIDERS SANITARY, STORM, WATER CITY OF RENTON DEVELOPMENT SERVICES 1055 SOUTH GRADY WAY RENTON, WA 98055 (425) 430-7200 PUGET SOUND ENERGY 815 MERCER STREET SEATTLE, WA 98109 (206) 224-2120 POWER TELEPHONE - - - - VICINITY MAP NAD 83/91 HORIZONTAL BENCHMARKS: OWNER: UNICO LONGACRES COMMERCIAL EAST LLC, UNICO LONGACRES COMMERCIAL SOUTH LLC, UNICO LONGACRES RESIDENTIAL SW LLC, UNICO LONGACRES RESIDENTIAL NW LLC DESCRIPTION:LONGACRES CAMPUS MASTER PLAN LOCATION:PARCEL ID: 0886700120 NORTHING:47°27'39.7"N EASTING:122°14'11.1"W HORIZONTAL DATUM VERTICAL DATUM NAVD 88 - CITY OF RENTON DATUM VERTICAL BENCHMARKS: SOURCE:LONGACRES - ALTA/NSPS SURVEY - NOVEMBER 2021 ID:CITY BENCHMARK PONT 1881 DESCRIPTION:3.5" BRASS DISK LOCATION:TOP EAST END OF CONCRETE RAILING ON NORTH SIDE OF SW 16TH STREET BRIDGE, JUST WEST OF INTERSECTION SW 16TH ST AND OAKESDALE AVE SW ELEVATION:24.16' SOURCE:LONGARCRES - ALTA/NSPS SURVEY - NOVEMBER 2021 ID:SITE BENCHMARK DESCRIPTION:4"x4" MONUMENT IN CASE WITH 3" BRASS DISKM 0.4' BELWO RIM. LOCATION:ON THE MONUMENT LINE 3' NORTH OF THE CENTERLINE OF SW 27TH ST AT THE INTERSECTION WITH NACHES AVENUE ELEVATION:25.06' XZONING: TAX ACCOUNT NOS.:# EXISTING IMPERVIOUS:2,071,135 SQ.FT. (47.55 ACRES) WQ SYSTEM(S): PROPOSED AREA CALCULATIONS 165,093 SQ.FT. (3.79 ACRES)PROPOSED PERVIOUS PROPOSED IMPERVIOUS 71%ALLOWABLE (%) TOTAL IMPERVIOUS TOTAL DISTURBED AREA PGIS NPGIS DISTURBED AREA = PROJECT INFORMATION WQ DESIGN STORM:6-MONTH, 24-HOUR BIOPOD # SQ.FT. (# ACRES) TOTAL SITE AREA:5,229,672 SQ.FT. (120.06 ACRES) 259,089 SQ.FT. (5.95 ACRES) 60,984 SQ.FT. (1.40 ACRES) 312,232 SQ.FT. (7.17 ACRES) # SQ.FT. (# ACRES) # SQ.FT. (# ACRES)TOTAL UN-DISTURBED AREA TOTAL AREA 5,229,672 SQ.FT. (120.06 ACRES) LEGAL DESCRIPTION TO SUBBASE ELEVATIONS DOES NOT ACCOUNT FOR BELOW GRADE STORMWATER DETENTION VAULTS TOTAL CUT: # CY TOTAL FILL: # CY TOTAL FLOODPLAIN FILL: # CY COMPENSATORY STORAGE VOLUME: # CY # CFS EARTHWORK QUANTITIES SEE ALTA/NSPS SURVEY, SHEET 1 FOR LEGAL DESCRIPTION OF SITESURVEYOR WH PACIFIC, AN NV5 COMPANY 19201 120TH AVE NE, STE 201 BOTHELL, WA 98011 425-951-4800 EX SITE PEAK FLOW (50 YEAR): # CFSPROPOSED SITE PEAK FLOW (50 YEAR): OFF-SITE PGIS GRAND TOTAL IMPERVIOUS 820,042 SQ.FT. (18.83 ACRES) 1,360,668 SQ.FT. (31.24 ACRES) (AREA USED TO CALCULATE CITYWIDE CFC) SITE NPDES PERMIT NUMBER: TBD NPDES BUSH, ROED & HITCHINGS, INC 15400 SE 30TH PL, SUITE 100 BELLEVUE, WA 98007 (206) 323-4144 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T ON R E GI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON CIVIL COVER SHEET ##R 1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON, THE APPLICANT AND THE APPLICANTS CONSTRUCITON REPRESENTATIVE. 2.VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES. CONTACT ALL UTILITY COMPANIES THAT MAY BE AFFECTED BY THE PROPOSED CONSTRUCTION. CALL 1-800-424-5555. 3.MAINTAIN ALL EXISTING UTILITY SERVICES DURING CONSTRUCTION. 4.VERIFY GRADES PRIOR TO CONSTRUCTION. FLAG CLEARING LIMITS. 5.INSTALL FILTER FENCING AND OTHER SEDIMENT CONTROL DEVICES PER DEMOLITION AND T.E.S.C PLAN, SHEET C-220. 6.CLEAR AND GRUB AREA TO BE DISTURBED BY CONSTRUCTION. 7.BACKFILL ROAD GRADE AND SURROUNDING AREAS. 8.INSTALL ROADWAY UTILITIES AND ALL SURFACE IMPROVEMENTS. 9.VEGETATE AND STABILIZE SITE. 10.CLEAN SITE AND WORK AREA INCLUDING ALL STORM DRAINAGE SYSTEMS. 11.REMOVE TESC MEASURES WHEN SITE IS STABILIZED AS AUTHORIZED BY CITY ENGINEER. CONSTRUCTION SEQUENCE 1.EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLE PUBLIC RECORDS AND/OR PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND/OR DATA OBTAINED VERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE ENGINEER GUARANTEE ACCURACY OR COMPLETENESS OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR IMPROPER LOCATIONS ON THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2.IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF (1) PREEXISTING SUBSURFACE CONDITIONS DIFFERING FROM THOSE INDICATED IN THE PLANS, OR (2) PREEXISTING UNKNOWN SUBSURFACE CONDITIONS, OR AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORIGINALLY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTOR AND OR OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEER HAS APPROVED THE WORK IN WRITING. 3.CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELD LOCATION OF ALL UTILITIES AND SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK HAVE BEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE UNDERGROUND LOCATION CENTER THEN THE CONTRACTOR SHALL GIVE NOTICE TO THAT UTILITY. 4.THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL UTILITY PURVEYOR, AND CITY OR STATE RECORDS RELATIVE TO THE EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR AVOIDING DAMAGE TO THESE FACILITIES AND SHALL RESTORE ALL UTILITIES AT CONTRACTOR'S OWN EXPENSE. 5.VERIFY THAT ALL UTILITY SERVICES TO BE DEMOLISHED HAVE BEEN DISCONNECTED. 6.ERECT BARRIERS, SHORING AND THE LIKE TO PROTECT PERSONNEL, CONSTRUCTION AND VEGETATION TO REMAIN. COMPLY WITH ALL STATE AND LOCAL AGENCY REQUIREMENTS. 7.DO NOT SHUT OFF OR CAP UTILITIES WITHOUT PRIOR NOTICE. COORDINATE WORK WITH LOCAL UTILITY PURVEYORS. 8.MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC ROUTES: ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, AND ADJACENT FACILITIES; DO NOT CLOSE OR OBSTRUCT STREETS, SIDEWALKS, OR PASSAGEWAYS WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION; MAINTAIN FIRE ACCESS ALONG ACCESS ROAD AT ALL TIMES; MEET ALL APPLICABLE CODES AND ORDINANCES. 9.PROTECT FROM HARM ANY TREES, OR OTHER OBJECTS SELECTED TO REMAIN. 10.DO NOT DAMAGE EXISTING CONSTRUCTION TO REMAIN. 11.RESTORE ANY IMPROVEMENTS DAMAGED BY THIS WORK TO THEIR ORIGINAL CONDITION, AS ACCEPTABLE TO OWNER. REPAIR ANY DAMAGE TO ADJACENT STRUCTURES, UTILITIES, SITE, AND WORK OF THIS CONTRACT TO REMAIN AT NO ADDITIONAL COST TO OWNER. 12.NO BLASTING ON SITE. DO NOT USE EXPLOSIVES. 13.SPRINKLE DEBRIS AS NECESSARY TO LIMIT DUST TO LOWEST PRACTICABLE LEVEL. DO NOT SPRINKLE TO EXTENT CAUSING FLOODING, CONTAMINATED RUNOFF OR ICING. 14.REMOVE EXISTING ABOVE-GRADE AND BELOW-GRADE IMPROVEMENTS AS INDICATED AND AS NECESSARY TO FACILITATE NEW CONSTRUCTION. CARE SHALL BE TAKEN THAT DAMAGE DOES NOT OCCUR TO EXISTING PAVEMENT WHICH IS TO REMAIN IN PLACE AND THAT ALL PAVEMENT REMOVALS ARE ACCOMPLISHED BY MAKING A NEAT VERTICAL SAW CUT AT THE BOUNDARIES OF THE AREA TO BE REMOVED. 15.REMOVE TREES, GROWTH AND UNDERBRUSH AS REQUIRED FOR NEW CONSTRUCTION AND AS INDICATED. REMOVAL OPERATIONS SHALL BE PERFORMED IN A MANNER TO PROTECT PROPERTY. 16.MAKE CUTS AT CLOSEST PAVING JOINT. 17.THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, SETTING AND MARKING ALL LINE AND LOCATION STAKES, INCLUDING OFFSETS AND GENERAL CONSTRUCTION STAKING. WHEN WORK REQUIRES BEING ON SITE A QUALIFIED LAYOUT ENGINEER, SURVEYOR, OR TECHNICAL SPECIALIST MUST BE ASSIGNED TO THE CONTRACTOR'S CREW WHILE CONTROL IS BEING PERFORMED, ALL NECESSARY RELATED EQUIPMENT, SUPPLIES AND INSTRUMENTS SHALL BE PRESENT ON SITE FOR THIS WORK. THIS EQUIPMENT AND PERSONNEL MUST BE AVAILABLE, AT NO ADDITIONAL COST TO OWNER FOR THE PURPOSE OF VERIFYING LAYOUT AND CERTIFYING THE ACCURACY OF WORK ON THE SITE. 18.PROVIDE FOR THE PROTECTION OF PERSONS PASSING AROUND OR THROUGH THE AREA OF DEMOLITION. 19.TRAFFIC: DO NOT OBSTRUCT WALKS OR PUBLIC WAYS WITHOUT THE WRITTEN PERMISSION OF GOVERNING AUTHORITIES AND OF THE OWNER. WHERE ROUTES ARE PERMITTED TO BE CLOSED, PROVIDE ALTERNATE ROUTES IF REQUIRED. 20.THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL BENCHMARKS AND STAKES AND THE REPLACEMENT OF ANY THAT ARE DISPLACED OR MISSING. 21.THE REFUSE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF BY THE CONTRACTOR IN A MANNER CONSISTENT WITH ALL GOVERNMENT REGULATIONS. IN NO CASE SHALL REFUSE MATERIAL BE LEFT ON THE THE PROJECT SITE. DEBRIS SHALL NOT BE DEPOSITED IN ANY STREAM OR BODY OF WATER, WETLAND, OR IN ANY PROJECT SITE, SHOVED ONTO ABUTTING PRIVATE PROPERTIES, OR BE BURIED IN EMBANKMENTS OR TRENCHES ON STREET OR ALLEY, OR UPON ANY PRIVATE PROPERTY EXCEPT BY WRITTEN CONSENT OF THE PRIVATE PROPERTY OWNER. MAINTAIN HAULING ROUTES CLEAN AND FREE OF ANY DEBRIS RESULTING FROM DEMOLITION WORK ON THIS PROJECT. DEMOLITION NOTES 1.ALL UTILITIES AND STRUCTURES PLACED BELOW BASE FLOOD ELEVATION (BFE) SHALL MEET REQUIREMENTS IN TITLE 44 CFR 60.3 SPECIFICALLY 60.3(A) 5 AND 6 STORAGE 60.33.(C)3. GENERAL NOTES 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R E GI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON GENERAL NOTES ##R WATER MAIN DEMOLITION EXTENTS1 JAS 6/12/23 WCA Legend Do not use BlockEdit, Use LEGEND to edit PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE SILT FENCING TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING TESC DRAWINGS PROVIDED FOR TREE PROTECTION AREAS ONLY AT THIS TIME. ANY AND ALL TEMPORARY EROSION AND SEDIMENT CONTROL SHOWN IS DIAGRAMMATIC ONLY AT THIS TIME. FULL TESC DESIGNS WILL BE FINALIZED AND PROVIDED FOR REVIEW AT A LATER DATE. X OHPx OHPx OHPx OHPxOHTx OH P x OH P x OH P x OHPx OHPx OHPx OHPx OHPx OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x O H P x O H P x OH P x OH P x OHPx X X X X X X X X X SS x SSx SSx S S x S S x SSx SSx SSx SDx SDx SDx SDx SDx SSx SSx SSx SSx SSx SS x S S x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x S D x S D x SDx SDx S D x S D x SDx SDx SD x SDx SD x SD x SDx SD x SDx SDx SDx SDx S D x SD x SD x SD x SDx SD x S D x SD x SD x SDx SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x S D x SDxSDxSDxSDx SDx SDxSDxSDxSDx SDx SDx SDx S D x S D x S D x SDx SDx SDx SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx W x W x W x Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SD x SD x SD x SDx SDx SDx S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SDx SDxWxWx OH P x OH P x OH P x OH P x OH P x SD x SD x SD x Wx WxOA K E S D A L E A V E S W X OHPx OHPx OHPx OHPxOHTx OH P x OH P x OH P x OHPx OHPx OHPx OHPx OHPx OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x O H P x O H P x OH P x OH P x OHPx X X X X X X X X X SS x SSx SSx S S x S S x SSx SSx SSx SDx SDx SDx SDx SDx SSx SSx SSx SSx SSx SS x S S x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x S D x S D x SDx SDx S D x S D x SDx SDx SD x SDx SD x SD x SDx SD x SDx SDx SDx SDx S D x SD x SD x SD x SDx SD x S D x SD x SD x SDx SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x S D x SDxSDxSDxSDx SDx SDxSDxSDxSDx SDx SDx SDx S D x S D x S D x SDx SDx SDx SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx W x W x W x Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SD x SD x SD x SDx SDx SDx S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SDx SDxWxWx OH P x OH P x OH P x OH P x OH P x SD x SD x SD x Wx Wx X OHPx OHPx OHPx OHPxOHTx OH P x OH P x OH P x OHPx OHPx OHPx OHPx OHPx OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x O H P x O H P x OH P x OH P x OHPx X X X X X X X X X SS x SSx SSx S S x S S x SSx SSx SSx SDx SDx SDx SDx SDx SSx SSx SSx SSx SSx SS x S S x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x S D x S D x SDx SDx S D x S D x SDx SDx SD x SDx SD x SD x SDx SD x SDx SDx SDx SDx S D x SD x SD x SD x SDx SD x S D x SD x SD x SDx SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x S D x SDxSDxSDxSDx SDx SDxSDxSDxSDx SDx SDx SDx S D x S D x S D x SDx SDx SDx SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx W x W x W x Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SD x SD x SD x SDx SDx SDx S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SDx SDxWxWx OH P x OH P x OH P x OH P x OH P x SD x SD x SD x Wx Wx 1 4 8 12 20 2 5 9 13 21 3 6 10 14 22 7 11 15 16 17 18 23 19 SW 16TH STI-405 SW GR A D Y W Y 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R E GI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 100 200 400 1"=200' OVERALL TESC PLAN ## Legend Do not use BlockEdit, Use LEGEND to edit PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING TESC DRAWINGS PROVIDED FOR TREE PROTECTION AREAS ONLY AT THIS TIME. ANY AND ALL TEMPORARY EROSION AND SEDIMENT CONTROL SHOWN IS DIAGRAMMATIC ONLY AT THIS TIME. FULL TESC DESIGNS WILL BE FINALIZED AND PROVIDED FOR REVIEW AT A LATER DATE. SW 16 T H S T I-405 SOUT H W E S T G R A D Y W A Y LONGA C R E S D R S W J A C K S O N P L S W SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx S D x S D x 0 15 30 60 1"=30' CONTINUED - SEE SHEET C5.04 CO N T I N U E D - S E E S H E E T C 5 . 0 2 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON TESC PLAN ##R Legend Do not use BlockEdit, Use LEGEND to edit PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING TESC DRAWINGS PROVIDED FOR TREE PROTECTION AREAS ONLY AT THIS TIME. ANY AND ALL TEMPORARY EROSION AND SEDIMENT CONTROL SHOWN IS DIAGRAMMATIC ONLY AT THIS TIME. FULL TESC DESIGNS WILL BE FINALIZED AND PROVIDED FOR REVIEW AT A LATER DATE. SW 16TH ST X X X X X X X X XXXXXX X SSx SSx SSx SSx SSx SSx SS x SS x SDx SDx SDx SDx SDx S D x S D x S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x S D x S D x SD x SD x S D x S D x SDx S D x SD x SDx SDx SDx SDx SDx SDx SDx SDx S D x SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x W x W x Wx Wx W x Wx Wx SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx CONTINUED - SEE SHEET C5.05 CO N T I N U E D - S E E S H E E T C 5 . 0 3 CO N T I N U E D - S E E S H E E T C 5 . 0 1 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T ON R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON TESC PLAN ##R 1 WATER MAIN DEMOLITION EXTENTS JAS 6/12/23 WCA 0 15 30 60 1"=30' Legend Do not use BlockEdit, Use LEGEND to edit PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING TESC DRAWINGS PROVIDED FOR TREE PROTECTION AREAS ONLY AT THIS TIME. ANY AND ALL TEMPORARY EROSION AND SEDIMENT CONTROL SHOWN IS DIAGRAMMATIC ONLY AT THIS TIME. FULL TESC DESIGNS WILL BE FINALIZED AND PROVIDED FOR REVIEW AT A LATER DATE. SW 16TH ST OA K E S D A L E AV E S W OH P x OH P x OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x SS x SDx SDx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x S S x S S x S S x SSx SS x SS x SS x SS x SS x SSx SSx SS x SS x SS x SS x SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx W xWx Wx WxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx CONTINUED - SEE SHEET C5.06 CO N T I N U E D - S E E S H E E T C 5 . 0 2 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON TESC PLAN R 0 15 30 60 1"=30' ## Legend Do not use BlockEdit, Use LEGEND to edit PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING TESC DRAWINGS PROVIDED FOR TREE PROTECTION AREAS ONLY AT THIS TIME. ANY AND ALL TEMPORARY EROSION AND SEDIMENT CONTROL SHOWN IS DIAGRAMMATIC ONLY AT THIS TIME. FULL TESC DESIGNS WILL BE FINALIZED AND PROVIDED FOR REVIEW AT A LATER DATE. L O N G A C R E S D R S W OHPx OHPx OHPx OHPx OHPx OHP x OHP x OHP x OHP x OHP x OHPx OHPx OHPx OH P x OH P x OHP x X X X X X X X X X X X X X X X X X SDx S D x SDx SDx SDx SDx SDx S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x S D x S D x S D x S D x SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x S D x S D x S D x S D x S D x S D x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x S D x S D x S D x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x W x W x W x SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SILT FENCE 7 C2.20 INSTALL WEIGHTED PLASTIC SHEETING UP TO THE WATER LINE. ADJUST LIMITS AS NEEDED FOR SITE DEMOLITION AND GRADING PROTECT EX TREES TO REMAIN 6 C2.20 TEMPORARY CONSTRUCTION ACCESS, NO EXCAVATION, NO PRE-COMPACTION 1 C2.20 PROTECT EX TREES TO REMAIN. INSTALL TREE PROTECTION PER COR STD. DETAIL XXXX (TYP) TEMPORARY CONSTRUCTION ACCESS, NO EXCAVATION, NO PRE-COMPACTION 1 C2.20 NORTH BAKER TANK LOCATION. TO BE RELOCATED AS NEEDED FOR CONSTRUCTION SEQUENCING NORTH CONSTRUCTION STAGING AREA MOVABLE 55 GALLON DRUMP AND PUMP, PUMP CONSTRUCTION STORMWATER RUNOFF TO TEMPORARY BAKER TANKS PUMP SEDIMENT LADEN RUNOFF TO TEMPORARY BAKER TANKS. PUMP, BASIN, AND TANKS TO BE RELOCATED AS NEEDED FOR CONSTRUCTION SEQUENCING SILT FENCE 7 C2.20 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON ##R 0 15 30 60 1"=30' TESC PLAN CONTINUED - SEE SHEET C2.08 CO N T I N U E D - S E E S H E E T C 2 . 0 5 CONTINUED - SEE SHEET C2.01 Legend Do not use BlockEdit, Use LEGEND to edit PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING TESC DRAWINGS PROVIDED FOR TREE PROTECTION AREAS ONLY AT THIS TIME. ANY AND ALL TEMPORARY EROSION AND SEDIMENT CONTROL SHOWN IS DIAGRAMMATIC ONLY AT THIS TIME. FULL TESC DESIGNS WILL BE FINALIZED AND PROVIDED FOR REVIEW AT A LATER DATE. SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x SS x SS x SS x SS x SD x SD x SD x SD x SD x SD x S D x SDx SDx SD x SD x SDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDxSDx SDxSDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x S D x S D x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x SDx SDx SDx SDx SDx W x W x W x W x W x W x W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx W x W x W x W x W x W x W x W x W x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDxSDxSDx SD x SDx SD x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T ON R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON ##R 1 WATER MAIN DEMOLITION EXTENTS JAS 6/12/23 WCA 0 15 30 60 1"=30' TESC PLAN CONTINUED - SEE SHEET C2.09 CO N T I N U E D - S E E S H E E T C 2 . 0 6 CO N T I N U E D - S E E S H E E T C 2 . 0 4 CONTINUED - SEE SHEET C2.02 Legend Do not use BlockEdit, Use LEGEND to edit PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING TESC DRAWINGS PROVIDED FOR TREE PROTECTION AREAS ONLY AT THIS TIME. ANY AND ALL TEMPORARY EROSION AND SEDIMENT CONTROL SHOWN IS DIAGRAMMATIC ONLY AT THIS TIME. FULL TESC DESIGNS WILL BE FINALIZED AND PROVIDED FOR REVIEW AT A LATER DATE. OA K E S D A L E A V E S W OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x SS x SS x SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx SDx SDx SDx SSx SSx SSx SSx SSx SSx SSx SS x SS x S S x SS x SS x S S x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x S D x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x S D x S D x SD x SD x SD x SD x SD x SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' TESC PLAN ## CONTINUED - SEE SHEET C2.10 CO N T I N U E D - S E E S H E E T C 2 . 0 5 CONTINUED - SEE SHEET C2.03 CO N T I N U E D - S E E S H E E T C 2 . 0 7 Legend Do not use BlockEdit, Use LEGEND to edit PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING TESC DRAWINGS PROVIDED FOR TREE PROTECTION AREAS ONLY AT THIS TIME. ANY AND ALL TEMPORARY EROSION AND SEDIMENT CONTROL SHOWN IS DIAGRAMMATIC ONLY AT THIS TIME. FULL TESC DESIGNS WILL BE FINALIZED AND PROVIDED FOR REVIEW AT A LATER DATE. 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON ##R 0 15 30 60 1"=30' TESC PLAN CONTINUED - SEE SHEET C2.11 CO N T I N U E D - S E E S H E E T C 2 . 0 6 Legend Do not use BlockEdit, Use LEGEND to edit PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING TESC DRAWINGS PROVIDED FOR TREE PROTECTION AREAS ONLY AT THIS TIME. ANY AND ALL TEMPORARY EROSION AND SEDIMENT CONTROL SHOWN IS DIAGRAMMATIC ONLY AT THIS TIME. FULL TESC DESIGNS WILL BE FINALIZED AND PROVIDED FOR REVIEW AT A LATER DATE. DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H X X X X X X X X X X X X X X X X X X X X X X X X X X X X SD x SD x SD x S D x SD x S D x S D x S D x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x INSTALL WEIGHTED PLASTIC SHEETING UP TO THE WATER LINE. ADJUST LIMITS AS NEEDED FOR SITE DEMOLITION AND GRADING SILT FENCE 7 C2.20 INSTALL WEIGHTED PLASTIC SHEETING UP TO THE WATER LINE. ADJUST LIMITS AS NEEDED FOR SITE DEMOLITION AND GRADING SILT FENCE 7 C2.20 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON ##R 0 15 30 60 1"=30' TESC PLAN CONTINUED - SEE SHEET C2.12 CO N T I N U E D - S E E S H E E T C 2 . 0 9 CONTINUED - SEE SHEET C2.04 Legend Do not use BlockEdit, Use LEGEND to edit PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING TESC DRAWINGS PROVIDED FOR TREE PROTECTION AREAS ONLY AT THIS TIME. ANY AND ALL TEMPORARY EROSION AND SEDIMENT CONTROL SHOWN IS DIAGRAMMATIC ONLY AT THIS TIME. FULL TESC DESIGNS WILL BE FINALIZED AND PROVIDED FOR REVIEW AT A LATER DATE. WETLAND A S D x S D x S D x SDx SDx SDx SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x S D x Wx Wx Wx Wx Wx Wx W x W x W x W x W x W x W x W x Wx W x W x W x W x W x W x W x Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x SD x S D x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON ##R 0 15 30 60 1"=30' TESC PLAN CONTINUED - SEE SHEET C2.13 CO N T I N U E D - S E E S H E E T C 2 . 0 8 CONTINUED - SEE SHEET C2.05 CO N T I N U E D - S E E S H E E T C 2 . 1 0 Legend Do not use BlockEdit, Use LEGEND to edit PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING TESC DRAWINGS PROVIDED FOR TREE PROTECTION AREAS ONLY AT THIS TIME. ANY AND ALL TEMPORARY EROSION AND SEDIMENT CONTROL SHOWN IS DIAGRAMMATIC ONLY AT THIS TIME. FULL TESC DESIGNS WILL BE FINALIZED AND PROVIDED FOR REVIEW AT A LATER DATE. OA K E S D A L E A V E S W OH P x OH P x OH P x OH P x OH P x OH P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x SS x SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x SS x SSx SSx SSx SS x SS x SSx SSx SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SD x S D x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x S D x S D x S D x S D x S D x S D x S D x S D x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x W x W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x W x Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x S D x SD x S D x S D x SD x SDx SDx SDx SDx SDx SD x S D x S D x Wx Wx Wx Wx Wx Wx Wx 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON ##R 0 15 30 60 1"=30' TESC PLAN CONTINUED - SEE SHEET C2.14 CO N T I N U E D - S E E S H E E T C 2 . 0 9 CONTINUED - SEE SHEET C2.06 CO N T I N U E D - S E E S H E E T C 2 . 1 1 Legend Do not use BlockEdit, Use LEGEND to edit PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING TESC DRAWINGS PROVIDED FOR TREE PROTECTION AREAS ONLY AT THIS TIME. ANY AND ALL TEMPORARY EROSION AND SEDIMENT CONTROL SHOWN IS DIAGRAMMATIC ONLY AT THIS TIME. FULL TESC DESIGNS WILL BE FINALIZED AND PROVIDED FOR REVIEW AT A LATER DATE. 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON ##R 0 15 30 60 1"=30' TESC PLAN CO N T I N U E D - S E E S H E E T C 2 . 1 0 CONTINUED - SEE SHEET C2.07 CONTINUED - SEE SHEET C2.15 Legend Do not use BlockEdit, Use LEGEND to edit PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING TESC DRAWINGS PROVIDED FOR TREE PROTECTION AREAS ONLY AT THIS TIME. ANY AND ALL TEMPORARY EROSION AND SEDIMENT CONTROL SHOWN IS DIAGRAMMATIC ONLY AT THIS TIME. FULL TESC DESIGNS WILL BE FINALIZED AND PROVIDED FOR REVIEW AT A LATER DATE. POND B OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x X X X DI T C H DI T C H DI T C H DI T C H X X X X X X X X X X X X X X X X X X X X X X X X Wx Wx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx S D x SD x SD x INSTALL WEIGHTED PLASTIC SHEETING UP TO THE WATER LINE. ADJUST LIMITS AS NEEDED FOR SITE DEMOLITION AND GRADING PROTECT EX TREES TO REMAIN. INSTALL TREE PROTECTION PER COR STD. DETAIL XXXX (TYP) INSTALL WEIGHTED PLASTIC SHEETING UP TO THE WATER LINE. ADJUST LIMITS AS NEEDED FOR SITE DEMOLITION AND GRADING SILT FENCE 7 C2.20 TEMPORARY CONSTRUCTION ACCESS, NO EXCAVATION, NO PRE-COMPACTION 1 C2.20 SILT FENCE 7 C2.20 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' TESC PLAN ## CO N T I N U E D - S E E S H E E T C 2 . 1 3 CONTINUED - SEE SHEET C2.08 CONTINUED - SEE SHEET C2.16 Legend Do not use BlockEdit, Use LEGEND to edit PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING TESC DRAWINGS PROVIDED FOR TREE PROTECTION AREAS ONLY AT THIS TIME. ANY AND ALL TEMPORARY EROSION AND SEDIMENT CONTROL SHOWN IS DIAGRAMMATIC ONLY AT THIS TIME. FULL TESC DESIGNS WILL BE FINALIZED AND PROVIDED FOR REVIEW AT A LATER DATE. X SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x S D x S D x Wx Wx Wx Wx Wx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDxSDx SDx SDx SD x SD x SDx SDx SDx SD x SD x SD x Wx Wx Wx Wx Wx Wx SDx SDx SDx Wx Wx Wx Wx SDx SDx SDx 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' TESC PLAN ## CO N T I N U E D - S E E S H E E T C 2 . 1 2 CONTINUED - SEE SHEET C2.09 CO N T I N U E D - S E E S H E E T C 2 . 1 4 CONTINUED - SEE SHEET C2.17 Legend Do not use BlockEdit, Use LEGEND to edit PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING TESC DRAWINGS PROVIDED FOR TREE PROTECTION AREAS ONLY AT THIS TIME. ANY AND ALL TEMPORARY EROSION AND SEDIMENT CONTROL SHOWN IS DIAGRAMMATIC ONLY AT THIS TIME. FULL TESC DESIGNS WILL BE FINALIZED AND PROVIDED FOR REVIEW AT A LATER DATE.OA K E S D A L E A V E S W 66' 90' 40 ' 35 ' 22 ' 66' 90' OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x S S x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx S D x S D x SDx SDx SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SDx SDx SD x SD x SDx S S x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SD x SDx SD x SDx SDx SDx OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' TESC PLAN ## CO N T I N U E D - S E E S H E E T C 2 . 1 3 CONTINUED - SEE SHEET C2.10 CONTINUED - SEE SHEET C2.18 CO N T I N U E D - S E E S H E E T C 2 . 1 5 Legend Do not use BlockEdit, Use LEGEND to edit PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING TESC DRAWINGS PROVIDED FOR TREE PROTECTION AREAS ONLY AT THIS TIME. ANY AND ALL TEMPORARY EROSION AND SEDIMENT CONTROL SHOWN IS DIAGRAMMATIC ONLY AT THIS TIME. FULL TESC DESIGNS WILL BE FINALIZED AND PROVIDED FOR REVIEW AT A LATER DATE. S D x S D x S D x S D x S D x Wx Wx W x W x W x Wx Wx Wx Wx Wx Wx 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' TESC PLAN ## CO N T I N U E D - S E E S H E E T C 2 . 1 4 CONTINUED - SEE SHEET C2.11 CONTINUED - SEE SHEET C2.19 Legend Do not use BlockEdit, Use LEGEND to edit PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING TESC DRAWINGS PROVIDED FOR TREE PROTECTION AREAS ONLY AT THIS TIME. ANY AND ALL TEMPORARY EROSION AND SEDIMENT CONTROL SHOWN IS DIAGRAMMATIC ONLY AT THIS TIME. FULL TESC DESIGNS WILL BE FINALIZED AND PROVIDED FOR REVIEW AT A LATER DATE. POND B OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x S D x S D x S D x S D x S D x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x S D x SD x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x MOVABLE 55 GALLON DRUMP AND PUMP, PUMP CONSTRUCTION STORMWATER RUNOFF TO TEMPORARY BAKER TANKS. SILT FENCE 7 C2.20 INSTALL WEIGHTED PLASTIC SHEETING UP TO THE WATER LINE. ADJUST LIMITS AS NEEDED FOR SITE DEMOLITION AND GRADING SILT FENCE 7 C2.20 INSTALL WEIGHTED PLASTIC SHEETING UP TO THE WATER LINE. ADJUST LIMITS AS NEEDED FOR SITE DEMOLITION AND GRADING SILT FENCE 7 C2.20 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' TESC PLAN ## CONTINUED - SEE SHEET C2.12 CONTINUED - SEE SHEET C2.20 CO N T I N U E D - S E E S H E E T C 2 . 1 7 Legend Do not use BlockEdit, Use LEGEND to edit PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING TESC DRAWINGS PROVIDED FOR TREE PROTECTION AREAS ONLY AT THIS TIME. ANY AND ALL TEMPORARY EROSION AND SEDIMENT CONTROL SHOWN IS DIAGRAMMATIC ONLY AT THIS TIME. FULL TESC DESIGNS WILL BE FINALIZED AND PROVIDED FOR REVIEW AT A LATER DATE. POND B SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SDxSDx SDx SDxSDx S D x SD x SDx SDx INSTALL WEIGHTED PLASTIC SHEETING UP TO THE WATER LINE. ADJUST LIMITS AS NEEDED FOR SITE DEMOLITION AND GRADING SILT FENCE7 C2.20 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' TESC PLAN ## CO N T I N U E D - S E E S H E E T C 2 . 1 6 CONTINUED - SEE SHEET C2.13 CONTINUED - SEE SHEET C2.21 CO N T I N U E D - S E E S H E E T C 2 . 1 8 Legend Do not use BlockEdit, Use LEGEND to edit PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING TESC DRAWINGS PROVIDED FOR TREE PROTECTION AREAS ONLY AT THIS TIME. ANY AND ALL TEMPORARY EROSION AND SEDIMENT CONTROL SHOWN IS DIAGRAMMATIC ONLY AT THIS TIME. FULL TESC DESIGNS WILL BE FINALIZED AND PROVIDED FOR REVIEW AT A LATER DATE. OA K E S D A L E A V E S W 66' 90' SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx S D x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x S D x SD x SD x SD x SD x SD x SDx SDx SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx S D x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x SD x SD x SD x SD x SD x SD x SD x TEMPORARY CONSTRUCTION ACCESS, NO EXCAVATION, NO PRE-COMPACTION 1 C2.20 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' TESC PLAN ## CO N T I N U E D - S E E S H E E T C 2 . 1 7 CONTINUED - SEE SHEET C2.14 CONTINUED - SEE SHEET C2.22 CO N T I N U E D - S E E S H E E T C 2 . 1 9 Legend Do not use BlockEdit, Use LEGEND to edit PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING TESC DRAWINGS PROVIDED FOR TREE PROTECTION AREAS ONLY AT THIS TIME. ANY AND ALL TEMPORARY EROSION AND SEDIMENT CONTROL SHOWN IS DIAGRAMMATIC ONLY AT THIS TIME. FULL TESC DESIGNS WILL BE FINALIZED AND PROVIDED FOR REVIEW AT A LATER DATE. S D x SD x SD x SD x SD x SD x SD x SD x S D x S D x S D x S D x S D x S D x 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' TESC PLAN ## CO N T I N U E D - S E E S H E E T C 2 . 1 8 CONTINUED - SEE SHEET C2.15 CONTINUED - SEE SHEET C2.23 Legend Do not use BlockEdit, Use LEGEND to edit PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING TESC DRAWINGS PROVIDED FOR TREE PROTECTION AREAS ONLY AT THIS TIME. ANY AND ALL TEMPORARY EROSION AND SEDIMENT CONTROL SHOWN IS DIAGRAMMATIC ONLY AT THIS TIME. FULL TESC DESIGNS WILL BE FINALIZED AND PROVIDED FOR REVIEW AT A LATER DATE. OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx TEMPORARY CONSTRUCTION ACCESS, NO EXCAVATION, NO PRE-COMPACTION 1 C2.20 SILT FENCE7 C2.20 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' TESC PLAN ## CONTINUED - SEE SHEET C2.16 CO N T I N U E D - S E E S H E E T C 2 . 2 1 Legend Do not use BlockEdit, Use LEGEND to edit PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING TESC DRAWINGS PROVIDED FOR TREE PROTECTION AREAS ONLY AT THIS TIME. ANY AND ALL TEMPORARY EROSION AND SEDIMENT CONTROL SHOWN IS DIAGRAMMATIC ONLY AT THIS TIME. FULL TESC DESIGNS WILL BE FINALIZED AND PROVIDED FOR REVIEW AT A LATER DATE. OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx SILT FENCE7 C2.20 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' TESC PLAN ## CONTINUED - SEE SHEET C2.17 CO N T I N U E D - S E E S H E E T C 2 . 2 0 CO N T I N U E D - S E E S H E E T C 2 . 2 2 Legend Do not use BlockEdit, Use LEGEND to edit PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING TESC DRAWINGS PROVIDED FOR TREE PROTECTION AREAS ONLY AT THIS TIME. ANY AND ALL TEMPORARY EROSION AND SEDIMENT CONTROL SHOWN IS DIAGRAMMATIC ONLY AT THIS TIME. FULL TESC DESIGNS WILL BE FINALIZED AND PROVIDED FOR REVIEW AT A LATER DATE. OA K E S D A L E A V E S W 66' 90' OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHTx OHTx OHTx OHTx OHTx OHTx OHTx OHTx OHTx O H P x O H P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x SDx SDx SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SSx SSx SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SD x SDx SDx SD x SD x SD x SD x SD x SD x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx OH P x OH P x OH P x SILT FENCE7 C2.20 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' TESC PLAN ## CONTINUED - SEE SHEET C2.18 CO N T I N U E D - S E E S H E E T C 2 . 2 1 CO N T I N U E D - S E E S H E E T C 2 . 2 3 Legend Do not use BlockEdit, Use LEGEND to edit PROPERTY LINE LIMITS OF CONSTRUCTION INTERCEPTOR SWALE FILTER FABRIC FENCING TEMPORARY STORM PIPE TEMPORARY SWALE TREE PROTECTION INLET PROTECTION STRAW WATTLES WETLAND POTENTIAL STOCKPILE LAYDOWN AREA CONSTRUCTION ENTRANCE TEMPOARY TEMPORARY CONSTRUCTION GATE CONSTRUCTION FENCING TEMPORARY WEIGHTED PLASTIC SHEETING TESC DRAWINGS PROVIDED FOR TREE PROTECTION AREAS ONLY AT THIS TIME. ANY AND ALL TEMPORARY EROSION AND SEDIMENT CONTROL SHOWN IS DIAGRAMMATIC ONLY AT THIS TIME. FULL TESC DESIGNS WILL BE FINALIZED AND PROVIDED FOR REVIEW AT A LATER DATE. 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' TESC PLAN ## CONTINUED - SEE SHEET C2.19 CO N T I N U E D - S E E S H E E T C 2 . 2 2 10Construction Vehicle Wheel Wash 5Straw Wattle 1Temporary Construction Entrance NOTES: 1.STRAW WATTLE/ROLL SHALL BE MANUFACTURED FROM RICE STRAW AND WRAPPED IN TUBULAR PLASTIC NETTING. NETTING SHALL HAVE A STRAND THICKNESS OF 0.03" AND A KNOT THICKNESS OF 0.055 AND A WEIGHT OF 0.35 OZ PER FOOT AND SHALL BE MADE FROM 85% HDPE, 14% ETHYL VINYL ACETATE AND 1% COLOR FOR UV INHIBITION. 2.STRAW WATTLE/ROLL INSTALLATION REQUIRED THE PLACEMENT AND SECURE STAKING OF THE WATTLE/ROLL IN A TRENCH, 3"-5" (VARIES) DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND WATTLE/ROLL. 3.STRAW WATTLE/ROLLS MUST BE PLACED ALONG SLOPE CONTOURS. VARIES 3" - 5" 8" - 10" DIA 1"x1"x18" STAKE 25 ' 3' - 4' (T Y P ) 3" FLEXIBLE SUCTION LINE. SUSPEND INTAKE END 6" BELOW DESIGN WATER SURFACE 12'x12'x3' DEEP SUMP W/ 2:1 SIDE SLOPES. LINE SUMP W/ 12 MIL SHEET PLASTIC. 6" DIA PVC DRAIN LINE. (DRAIN WASH AREA INTO SUMP, MAINTAINS 12" OF WATER DURING RECIRCULATION) SPRAY NOZZLE FORMED BY DRILLING THREE 1/4" DIA HOLES IN END OF 2" PVC CAP GAS POWERED LINE PUMP (3" DISCHARGE). 2" DIA PVC OR PE PIPE (PUMP DISCHARGE LINE). CONNECT TO PUMP WITH TRANSITION COUPLING. TEMPORARY CONSTRUCTION EXIT 25'Wx100'L. 2" MIN AC OVER 2" CRUSHED ROCK OVER 8" QUARRY SPALLS. RADIUS PER PLAN (TYP) NOTES: 1.USE SOLVENT - GLUED JOINTS AND FITTINGS IN PUMP DISCHARGE LINE/SPRAY MANIFOLD. 2.PAINT OUTER 2" OF SPRAY ARM ENDS WITH ORANGE WARNING PAINT. 3.FILL TRUCK WASH AND SUMP AREAS WITH CLEAN WATER TO DESIGN OPERATING DEPTH. SUPPLEMENT AS NECESSARY. 4.WASH WATER TO BE DISCHARGED TO SANITARY SEWER OR OTHER APPROVED WASTE DISCHARGE. 20' 8"x15' ORANGE PAINT STRIPE (TYP) TO DIRECT TRAFFIC THROUGH WASH AREA. 6" DIA HEAVY WALL PVC CASING UNDER CONSTRUCTION EXIT PAVEMENT. PROVIDE 12" MIN COVER. (SLEEVE 2" DIA) DISCHARGE LINE THROUGH CASING. 2" DIA PVC OR PE PIPE (SPRAY MANIFOLD). ELEVATE 2' ABOVE GRADE. SUPPORT MANIFOLD AND SPRAY ARMS WITH METAL STAKES. 11Sediment Trap NOTE: MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM SEDIMENT TRAP OUTLET NTS CROSS SECTION NTS OVERFLOW SPILLWAY 6' MIN WIDTH 1.5' SEDIMENT STORAGE 2' SETTING DEPTH & 1' DEPTH OF 2" - 4" ROCK, 1' DEPTH OF 3/4" - 1/2" WASHED GRAVEL 1' DEPTH 3/4" - 1-1/2" WASHED GRAVEL 5' MAX 1' OVERFLOW DEPTH 4' MIN1' DEPTH 2" - 4" ROCK 93 11 OUTFLOW CHANNEL IF CONSTRUCTED BY EXCAVATION FILTER FABRIC FENCING 2' SETTLING DEPTH 1.5' SEDIMENT STORAGE 12Weighted Plastic Sheeting NOTES: 1.TIRES, SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SHEETING. 2.SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE WEIGHTED OR TAPED. 3.PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MIL. 4.DUE TO RAPID RUNOFF CAUSED BY PLASTIC SHEETING, THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY CONCENTRATED RUNOFF. 5.IF EROSION AT THE TOE OF SLOPE IS LIKELY, A GRAVEL BERM, RIP-RAP, OR OTHER SUITABLE PROTECTION SHALL BE INSTALLED AT THE TOE OF SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF. TERMINATE AT LEVEL AREA. FOLD UNDER 4" AND STAPLE AT 12" INTERVALS PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED 3' MIN 10' MAX BUILDING PAD CONVEY RUNOFF TO APPROVED LOCATION 10' MAX TOE IN SHEETING IN 4"x4" TRENCH A MINIMUM OF 8' SETBACK FROM TOP OF SLOPE. BACKFILL WITH WASHED ROCK MIN 4' SETBACK FROM TOP OF SLOPE 8Catch Basin Insert 7Silt Fence6Tree Protection TREE PROTECTION MEASURES DURING CONSTRUCTION A. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. B.FENCED PROTECTION AREA REQUIRED: PRIOR TO DEVELOPMENT ACTIVITIES, THE APPLICANT SHALL ERECT AND MAINTAIN SIX-FOOT (6') HIGH CHAINLINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND ONE-QUARTER FEET (1-1/4') FOR EVERY ONE INCH (1") OF TRUNK CALIPER, WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A TREE PROTECTION TRACT. PLACE CARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50'). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCE ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. C. PROTECTION FRO GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE PROTECTED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE. D. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. E. RESTRICTIONS ON GRINDING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREA: (1) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (2) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1-1/2') IN DIAMETER FOR EACH ONE INCH (1") OF TREE CALIPER. A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS MAY BE REQUIRED. F.MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH MINIMUM OF THREE INCHES (3") OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. G. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A CERTIFIED ARBORIST OR LICENSED LANDSCAPE ARCHITECT TO ENSURE TREES ARE PROTECTED FROM DEVE,LOPMENT ACTIVITIES AND/OR TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER THAT ARE TO BE RETAINED. ROW ROW NOTES: 1.USE 4" TO 6" QUARRY SPALLS. MATERIAL WITH "FINES" IS NOT ACCEPTABLE. 2.THE 50' MINIMUM LENGTH SHALL BE LENGTHENED AS NECESSARY TO INSURE MATERIAL IS NOT TRACKED INTO THE PUBLIC RIGHT-OF-WAY. 3.THE CONTRACTOR IS RESPONSIBLE FOR THE CONDITION OF THE CURB AND GUTTER. EXISTING DRIVEWAY RAMP OR SITE ACCESS ROAD 24 ' 50' MIN QUARRY SPALLS 50' MIN ATB EXISTING GROUND 1' - 0" MIN QUARRY SPALLS 4" MIN ATB 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R E GI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON TESC DETAILS ##R TH I S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FI L E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BE E N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M EL E V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MAIN S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WER E O B T A I N E D B Y A P E X E N G I N E E R I N G L L C I N M A R C H 2 0 2 4 CO N S T R U C T I O N R E C O R D D R A W I N G THI S C O N S T R U C T I O N R E C O R D D R A W I N G I S A C O P Y O F A C A D FI L E P R E P A R E D B Y C O U G H L I N P O R T E R L U N D E E N A N D H A S BE E N E D I T E D T O R E F L E C T F I E L D V E R I F I E D I N V E R T A N D R I M ELE V A T I O N S O F T H E S T O R M , S A N I T A R Y S E W E R A N D W A T E R MAIN S Y S T E M S . F I E L D V E R I F I E D I N V E R T A N D R I M E L E V A T I O N S WE R E O B T A I N E D B Y V E N T U R E G E N E R A L C O N T R A C T I N G L L C I N FE B R U A R Y A N D M A R C H 2 0 2 4 CO U G H L I N P O R T E R L U N D E E N , I N C . D O E S N O T P R O V I D E A N Y WA R R A N T E E A S T O T H E A C C U R A C Y O R C O M P L E T E N E S S O F SU C H I N F O R M A T I O N P R O V I D E D B Y O T H E R S . CO N S T R U C T I O N R E C O R D D R A W I N G Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION X OHPx OHPx OHPx OHPxOHTx OH P x OH P x OH P x OHPx OHPx OHPx OHPx OHPx OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x O H P x O H P x OH P x OH P x OHPx X X X X X X X X X SS x SSx SSx SSx SSx SSx SDx SDx SDx SDx SDx SSx SSx SSx SSx SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SDx SDx SD x SDx SD x SD x SDx SD x SDx SDx SDx SDx S D x SD x SD x SD x SDx SD x S D x SD x SD x SDx SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x S D x SDxSDxSDxSDx SDx SDxSDxSDxSDx SDx SDx SDx S D x S D x S D x SDx SDx SDx SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx W x W x W x Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SDx SDxWxWx OH P x OH P x OH P x OH P x OH P x SD x SD x SD x Wx Wx X OHPx OHPx OHPx OHPxOHTx OH P x OH P x OH P x OHPx OHPx OHPx OHPx OHPx OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x O H P x O H P x OH P x OH P x OHPx X X X X X X X X X SS x SSx SSx SSx SSx SSx SDx SDx SDx SDx SDx SSx SSx SSx SSx SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SDx SDx SD x SDx SD x SD x SDx SD x SDx SDx SDx SDx S D x SD x SD x SD x SDx SD x S D x SD x SD x SDx SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x S D x SDxSDxSDxSDx SDx SDxSDxSDxSDx SDx SDx SDx S D x S D x S D x SDx SDx SDx SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx W x W x W x Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SDx SDxWxWx OH P x OH P x OH P x OH P x OH P x SD x SD x SD x Wx Wx X OHPx OHPx OHPx OHPxOHTx OH P x OH P x OH P x OHPx OHPx OHPx OHPx OHPx OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x O H P x O H P x OH P x OH P x OHPx X X X X X X X X X SS x SSx SSx SSx SSx SSx SDx SDx SDx SDx SDx SSx SSx SSx SSx SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SDx SDx SD x SDx SD x SD x SDx SD x SDx SDx SDx SDx S D x SD x SD x SD x SDx SD x S D x SD x SD x SDx SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x S D x SDxSDxSDxSDx SDx SDxSDxSDxSDx SDx SDx SDx S D x S D x S D x SDx SDx SDx SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx W x W x W x Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SDx SDxWxWx OH P x OH P x OH P x OH P x OH P x SD x SD x SD x Wx Wx 1 4 8 12 20 2 5 9 13 21 3 6 10 14 22 7 11 15 16 17 18 23 19 17 18 16 15 14 13 12 11 10 9 6 8 7 3 OA K E S D A L E A V E S W SW 16TH ST 20 2 0 20 2 0 202020202 0 19 20 2019 20 2017 18 1919 19 202 0 2 0 2 0 2 1 2 2 2 3 2 4 15 20 20 20 12131416171819 21 20 20 21 I-405 SW GR A D Y W Y 0 15 30 60 1"=30' 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 100 200 400 1"=200' OVERALL GRADING/ DRAINAGE PLAN ## Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx S D x S D x SW 16TH S T SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx S D x S D x I-405 SOUT H W E S T G R A D Y W A Y LONGA C R E S D R S W J A C K S O N P L S W 0 15 30 60 1"=30' CONTINUED - SEE SHEET C3.04 CO N T I N U E D - S E E S H E E T C 3 . 0 2 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON ##R GRADING & DRAINAGE PLAN Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATIONX X X X X X X X XXXXXX X Δ SSx SSx SSx SSx SSx SSx SS x SS x SDx SDx SDx SDx SDx S D x S D x S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x S D x S D x SD x SD x S D x S D x SDx S D x SD x SDx SDx SDx SDx SDx SDx SDx SDx S D x SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x W x W x Wx Wx W x Wx Wx SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx ZONE X X X X X X X X X XXXXXX X Δ SSx SSx SSx SSx SSx SSx SS x SS x SDx SDx SDx SDx SDx S D x S D x S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x S D x S D x SD x SD x S D x S D x SDx S D x SD x SDx SDx SDx SDx SDx SDx SDx SDx S D x SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x W x W x Wx Wx W x Wx Wx SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx ZONE X SW 16TH ST CONTINUED - SEE SHEET C3.05 CO N T I N U E D - S E E S H E E T C 3 . 0 3 CO N T I N U E D - S E E S H E E T C 3 . 0 1 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON ##R 0 15 30 60 1"=30' GRADING & DRAINAGE PLAN Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION OH P x OH P x OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx ΔSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SS x SS x SS x SDx SDx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x S S x S S x S S x SSx SS x SS x SS x SS x SS x SSx SSx SS x SS x SS x SS x SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx W xW x Wx WxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SW 16TH ST OH P x OH P x OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx ΔSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx SS x SS x SS x SDx SDx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x S S x S S x S S x SSx SS x SS x SS x SS x SS x SSx SSx SS x SS x SS x SS x SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx W xW x Wx WxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx OA K E S D A L E AV E S W CONTINUED - SEE SHEET C3.06 CO N T I N U E D - S E E S H E E T C 3 . 0 2 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R E GI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' ## GRADING & DRAINAGE PLAN Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION 18 OHPx OHPx OHPx OHPx OHPx OHP x OHP x OHP x OHP x OHP x OHPx OHPx OHPx OH P x OH P x OHP x Δ Δ Δ X X X X X X X X X X X X X X X X X SDx S D x SDx SDx SDx SDx SDx S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x S D x S D x S D x S D x SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x S D x S D x S D x S D x S D x S D x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x S D x S D x S D x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x W x W x W x SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x OHPx OHPx OHPx OHPx OHPx OHP x OHP x OHP x OHP x OHP x OHPx OHPx OHPx OH P x OH P x OHP x Δ Δ Δ X X X X X X X X X X X X X X X X X SDx S D x SDx SDx SDx SDx SDx S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x S D x S D x S D x S D x SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x S D x S D x S D x S D x S D x S D x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x S D x S D x S D x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x W x W x W x SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x L O N G A C R E S D R S W 20 20 20 20 20 20 19 SD# A09B CB TYPE I RIM=20.39 IE=19.00 12"(OUT)E 269 LF 12" PVC @ 0.6%SD# A09 CB TYPE I RIM=18.68 IE=17.40 12"(IN)S IE=17.40 12"(IN)W IE=17.40 12"(OUT)N 62 L F 1 2 " P V C @ 1 . 6 % 11 2 L F 1 2 " P V C @ 2 0 . 1 % SD# A11 CB TYPE I RIM=20.07 IE=18.50 12"(OUT)S SD# RR02 CB TYPE II - 72" RIM=20.09 IE=11.01 48"(IN)SW IE=11.01 48"(OUT)NW 91 LF 4 8 " @ 0 . 1 % SD# RR01 CB TYPE II - 72" RIM=20.34 IE=11.11 48"(IN)S IE=11.11 48"(OUT)NE 8 1 L F 4 8 " @ 0 . 1 % SD# RR03 CB TYPE II - 72" RIM=20.16 IE=10.92 48"(IN)SE IE=10.92 48"(OUT)N SD#A08 4'X6' BIOPOD BIOFILTER VAULT RIM=20.50 IE=16.50 12"(IN)N IE=16.50 12"(IN)S IE=15.00 8"(OUT)E 14 LF 12" PVC @ -101.2% FFE=21.00 FFE=21.00 PARCEL 18 TO PROVIDE 204,000 CF FLOODPLAIN MITIGATION TW 19.51 BW 19.01 TW 20.18 BW 19.68 TW 19.67 BW 19.17 TW 19.50 BW 19.00 TW 18.99 BW 18.49 TW 21.66 BW 21.16 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' ## GRADING & DRAINAGE PLAN CONTINUED - SEE SHEET C3.08 CO N T I N U E D - S E E S H E E T C 3 . 0 5 CONTINUED - SEE SHEET C3.01 Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION 3 SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x SS x SS x SS x SS x SD x SD x SD x SD x SD x SD x S D x SDx SDx SD x SD x SDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDxSDx SDxSDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x S D x S D x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x SDx SDx SDx SDx SDx W x W x W x W x W x W x W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx W x W x W x W x W x W x W x W x W x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDxSDxSDx SD x SDx SD x S D xZONE X ZONE SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x SS x SS x SS x SS x SD x SD x SD x SD x SD x SD x S D x SDx SDx SD x SD x SDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDxSDx SDxSDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x S D x S D x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x SDx SDx SDx SDx SDx W x W x W x W x W x W x W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx W x W x W x W x W x W x W x W x W x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDxSDxSDx SD x SDx SD x S D xZONE X ZONE SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x FFE=21.00 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' ## GRADING & DRAINAGE PLAN CONTINUED - SEE SHEET C3.09 CO N T I N U E D - S E E S H E E T C 3 . 0 6 CO N T I N U E D - S E E S H E E T C 3 . 0 4 CONTINUED - SEE SHEET C3.02 Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x SS x SS x SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx SDx SDx SDx SSx SSx SSx SSx SSx SSx SSx SS x SS x S S x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x S D x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x S D x S D x SD x SD x SD x SD x SD x SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x ZONE AE OA K E S D A L E A V E S W OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x SS x SS x SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx SDx SDx SDx SSx SSx SSx SSx SSx SSx SSx SS x SS x S S x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x S D x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x S D x S D x SD x SD x SD x SD x SD x SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x ZONE AE 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' ## GRADING & DRAINAGE PLAN CONTINUED - SEE SHEET C3.10 CO N T I N U E D - S E E S H E E T C 3 . 0 5 CONTINUED - SEE SHEET C3.03 CO N T I N U E D - S E E S H E E T C 3 . 0 7 Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION ZONE XZONE X 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T ON R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' ## GRADING & DRAINAGE PLAN CONTINUED - SEE SHEET C3.11 CO N T I N U E D - S E E S H E E T C 3 . 0 6 Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION 17 16 DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H X X X X X X X X X X X X X X X X X X X X X X X X X X X X SD x SD x SD x S D x SD x S D x SD x S D x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H X X X X X X X X X X X X X X X X X X X X X X X X X X X X SD x SD x SD x S D x SD x S D x SD x S D x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x 2 0 2 0 2 0 16 6 L F 1 2 " P V C @ 0 . 6 % SD# A06 CB TYPE I RIM=20.50 IE=17.00 12"(IN)S IE=17.00 12"(OUT)N 1 1 6 L F 1 2 " P V C @ 0 . 9 % 295 LF 12" PVC @ 0.7% SD# A07B CB TYPE I RIM=19.28 IE=18.00 12"(OUT)E SD# A07 CB TYPE I RIM=19.73 IE=16.00 12"(IN)N IE=16.00 12"(IN)W IE=16.00 12"(OUT)S 7 8 L F 1 2 " P V C @ 2 . 6 % SD# A08 CB TYPE I RIM=19.78 IE=18.00 12"(OUT)S 8 1 L F 1 2 " P V C @ 2 . 5 % 34 LF 12" PVC @ 5 . 4 % SD#A05 4'X6' BIOPOD BIOFILTER VAULT RIM=20.50 IE=16.50 12"(IN)N IE=16.50 12"(IN)S IE=15.00 8"(OUT)E SD# A20 CB TYPE I RIM=20.34 IE=18.00 12"(OUT)N FFE=21.00 FFE=21.00 PARCEL 17 TO PROVIDE 317,000 CF FLOODPLAIN MITIGATION PARCEL 16 TO PROVIDE 282,000 CF FLOODPLAIN MITIGATION TW 20.64 BW 20.14 TW 20.34 BW 19.84 TW 20.61 BW 20.11 TW 19.90 BW 19.40 TW 19.71 BW 19.21 TW 19.75 BW 19.25 TW 18.48 BW 17.98 TW 20.88 BW 20.38 TW 21.02 BW 20.52 TW 19.22 BW 18.72 TW 19.30 BW 18.80 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' ## GRADING & DRAINAGE PLAN CONTINUED - SEE SHEET C3.12 CO N T I N U E D - S E E S H E E T C 3 . 0 9 CONTINUED - SEE SHEET C3.04 Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION S D x S D x S D x SDx SDx SDx SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x S D x Wx Wx Wx Wx Wx Wx W x W x W x W x W x W x W x W x Wx W x W x W x W x W x W x W x Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x SD x S D x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x S D x S D x SDx SDx SDx SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x S D x Wx Wx Wx Wx Wx Wx W x W x W x W x W x W x W x W x Wx W x W x W x W x W x W x W x Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x SD x S D x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' ## GRADING & DRAINAGE PLAN CONTINUED - SEE SHEET C3.13 CO N T I N U E D - S E E S H E E T C 3 . 0 8 CONTINUED - SEE SHEET C3.05 CO N T I N U E D - S E E S H E E T C 3 . 1 0 Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x SS x SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x SS x SSx SSx SSx SS x SS x SSx SSx SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SD x S D x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x S D x S D x S D x S D x S D x S D x S D x S D x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x W x W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x W x Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x S D x SD x S D x S D x SD x SDx SDx SDx SDx SDx SD x S D x S D x Wx Wx Wx Wx Wx Wx Wx O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x SS x SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x SS x SSx SSx SSx SS x SS x SSx SSx SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SD x S D x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x S D x S D x S D x S D x S D x S D x S D x S D x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x W x W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x W x Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x S D x SD x S D x S D x SD x SDx SDx SDx SDx SDx SD x S D x S D x Wx Wx Wx Wx Wx Wx Wx OA K E S D A L E A V E S W 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' ## GRADING & DRAINAGE PLAN CONTINUED - SEE SHEET C3.14 CO N T I N U E D - S E E S H E E T C 3 . 0 9 CONTINUED - SEE SHEET C3.06 CO N T I N U E D - S E E S H E E T C 3 . 1 1 Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' ## GRADING & DRAINAGE PLAN CO N T I N U E D - S E E S H E E T C 3 . 1 0 CONTINUED - SEE SHEET C3.07 CONTINUED - SEE SHEET C3.15 Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION POND B 15 OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x X X X DI T C H DI T C H DI T C H DI T C H X X X X X X X X X X X X X X X X X X X X X X X X Wx Wx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx S D x SD x SD x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x X X X DI T C H DI T C H DI T C H DI T C H X X X X X X X X X X X X X X X X X X X X X X X X Wx Wx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx S D x SD x SD x 20 2019 48 LF 12" PVC @ 1.0% SD# A02 CB TYPE I RIM=19.05 IE=17.00 12"(OUT)E SD# A03 CB TYPE I RIM=19.32 IE=16.50 12"(IN)W IE=16.50 12"(OUT)N 1 9 6 L F 1 2 " P V C @ 0 . 5 % 10 7 L F 1 2 " P V C @ 1 . 9 % SD# A05 CB TYPE I RIM=19.99 IE=10.91 12"(IN)WPVC IE=18.00 12"(OUT)N310 LF 12" PVC @ 1.6% SD# A05B CB TYPE I RIM=19.56 IE=16.00 12"(OUT)EPVC 16 6 L F 1 2 " P V C @ 0 . 6 % SD# B01 CB TYPE I RIM=20.70 IE=18.50 12"(OUT)S 1 0 3 L F 1 2 " P V C @ 0 . 5 % SD# A19 CB TYPE I RIM=20.41 IE=17.50 12"(OUT)S 62 LF 12" PVC @ 3.0 % SD# A21 CB TYPE I RIM=15.31 IE=12.12 12"(IN)W SD# A27 CB TYPE I RIM=18.86 IE=11.98 12"(IN)S 76 L F 1 2 " P V C @ 1 . 0 % SD# A26 CB TYPE I RIM=17.53 IE=12.74 12"(IN)W IE=12.74 12"(OUT)N 70 LF 12" PVC @ 1.0% 75 LF 12" PERF PVC @ 1.1%78 LF 1 2 " P V C @ 0 . 9 % SD# A25 AREA DRAIN RIM=19.93 IE=13.44 12"(IN)W IE=13.44 12"(OUT)E SD# A24 AREA DRAIN RIM=20.47 IE=14.28 12"(IN)W IE=14.28 12"(OUT)E SD# A23 AREA DRAIN RIM=20.58 IE=14.96 12"(IN)W IE=14.96 12"(OUT)E 75 LF 12" PER F P V C @ 1 . 0 % SD# A22 AREA DRAIN RIM=20.29 IE=15.72 12"(OUT)E SD#A04 4'X6' BIOPOD BIOFILTER VAULT RIM=20.50 IE=16.50 12"(IN)N IE=16.50 12"(IN)S IE=15.00 8"(OUT)E 95FT X 5FT BIOSCAPE AREA WITH UNDERDRAIN AND OVERFLOW BIPASS 95FT X 5FT BIOSCAPE AREA WITH UNDERDRAIN AND OVERFLOW BIPASS FFE=21.00 PARCEL 15 TO PROVIDE 172,000 CF FLOODPLAIN MITIGATION PARCEL 14 TO PROVIDE 167,000 CF FLOODPLAIN MITIGATION PARCEL 16 TO PROVIDE 282,000 CF FLOODPLAIN MITIGATION TW 19.82 BW 19.32 TW 19.41 BW 18.91 TW 20.18 BW 19.68 TW 20.80 BW 20.30 TW 20.20 BW 19.70 TW 20.41 BW 19.91 TW 21.08 BW 20.58 TW 19.32 BW 18.82 TW 19.41 BW 18.91 TW 20.92 BW 20.42 TW 19.74 BW 19.24 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' ## GRADING & DRAINAGE PLAN CO N T I N U E D - S E E S H E E T C 3 . 1 3 CONTINUED - SEE SHEET C3.08 CONTINUED - SEE SHEET C3.16 Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION POND B WETLAND A X Δ SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x S D x S D x Wx Wx Wx Wx Wx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDxSDx SDx SDx ZONE AE SD x SD x SDx SDx SD x SD x SD x SD x Wx Wx Wx Wx Wx Wx SDx SDx SDx Wx Wx Wx Wx SDx SDx SDx X Δ SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x S D x S D x Wx Wx Wx Wx Wx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDxSDx SDx SDx ZONE AE SD x SD x SDx SDx SD x SD x SD x SD x Wx Wx Wx Wx Wx Wx SDx SDx SDx Wx Wx Wx Wx SDx SDx SDx 20 18 19 21 20 21 20 21 20 18 19 21 20 19 21 20 21 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T ON R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' ## GRADING & DRAINAGE PLAN CO N T I N U E D - S E E S H E E T C 3 . 1 2 CONTINUED - SEE SHEET C3.09 CO N T I N U E D - S E E S H E E T C 3 . 1 4 CONTINUED - SEE SHEET C3.17 Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION 66' 90' 40 ' 35 ' 22 ' 66' 90' S S x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx S D x S D x SDx SDx SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SDx SDx SD x SD x SDx S S x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SD x SDx SD x SDx SDx SDx OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x Wx Wx Wx Wx Wx Wx OA K E S D A L E A V E S W S S x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx S D x S D x SDx SDx SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SDx SDx SD x SD x SDx S S x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SD x SDx SD x SDx SDx SDx OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x Wx Wx Wx Wx Wx Wx FFE=21.00 PARCEL 7 TO PROVIDE 58,000 CF FLOODPLAIN MITIGATION 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T ON R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' ## GRADING & DRAINAGE PLAN CO N T I N U E D - S E E S H E E T C 4 . 1 3 CONTINUED - SEE SHEET C4.10 CONTINUED - SEE SHEET C4.18 CO N T I N U E D - S E E S H E E T C 4 . 1 5 Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION 7 S D x S D x S D x S D x S D x ZONE X ZONE AE S D x S D x S D x S D x S D x ZONE X ZONE AE FFE=21.00 PARCEL 7 TO PROVIDE 58,000 CF FLOODPLAIN MITIGATION 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' ## GRADING & DRAINAGE PLAN CO N T I N U E D - S E E S H E E T C 3 . 1 4 CONTINUED - SEE SHEET C3.11 CONTINUED - SEE SHEET C3.19 Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION POND B 14 13 OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x S D x S D x S D x S D x S D x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x S D x SD x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x S D x S D x S D x S D x S D x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x S D x SD x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x 20 20 17 18 19 19 19 SD# B02 CB TYPE I RIM=20.40 IE=17.99 12"(IN)N IE=17.99 12"(OUT)S 13 2 L F 1 2 " P V C @ 0 . 5 % SD# B03 CB TYPE I RIM=20.26 IE=17.33 12"(IN)N IE=17.33 12"(OUT)S 1 1 6 L F 1 2 " P V C @ 0 . 6 % SD# B04B CB TYPE I RIM=19.81 IE=18.62 12"(OUT)E 192 LF 12" PVC @ 0.5% SD# B04 CB TYPE I RIM=20.08 IE=16.69 12"(IN)N IE=16.69 12"(IN)W IE=16.69 12"(OUT)S 1 3 5 L F 1 2 " P V C @ 0 . 5 % SD# B05 CB TYPE I RIM=19.53 IE=16.08 12"(IN)N IE=16.08 12"(OUT)SE SD# B07 CB TYPE I RIM=9.36 IE=8.00 12"(IN)SW 97 L F 1 2 " P V C @ 4 . 1 % 12 1 L F 1 2 " P V C @ 0 . 6 % 12 1 L F 1 2 " P V C @ 0 . 6 % SD#A04 6'X12' BIOPOD BIOFILTER VAULT RIM=20.50 IE=14.28 12"(IN)N IE=14.28 12"(IN)S IE=12.00 12"(OUT)E 191 LF 12" PVC @ 0.5% SD# B16 CB TYPE I RIM=20.98 IE=17.66 12"(IN)W IE=17.66 12"(OUT)E FFE=21.00 FFE=21.00 PARCEL 14 TO PROVIDE 167,000 CF FLOODPLAIN MITIGATION PARCEL 13 TO PROVIDE 95,000 CF FLOODPLAIN MITIGATION TW 20.13 BW 19.63 TW 20.30 BW 19.80 TW 20.12 BW 19.62 TW 19.95 BW 19.45 TW 20.19 BW 19.69 TW 19.62 BW 19.12 TW 19.85 BW 19.35 TW 17.40 BW 16.90 TW 18.70 BW 18.20 TW 19.69 BW 19.19 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' ## GRADING & DRAINAGE PLAN CONTINUED - SEE SHEET C3.12 CONTINUED - SEE SHEET C3.20 CO N T I N U E D - S E E S H E E T C 3 . 1 7 Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION POND B SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SDxSDx SDx SDxSDx S D x SD x SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SDxSDx SDx SDxSDx S D x SD x SDx SDx 15 2 L F 1 2 " P V C @ 0 . 5 % SD# C05 CB TYPE I RIM=20.85 IE=16.34 12"(OUT)S 7 7 L F 1 2 " P V C @ 2 . 3 % 15 15 20 16 16 1 6 17 1 8 19 21 15 15 20 16 16 16 17 18 21 20 19 21 20 19 21 2 0 2 1 2 0 2 1 1 6 1 7 18 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' ## GRADING & DRAINAGE PLAN CO N T I N U E D - S E E S H E E T C 3 . 1 6 CONTINUED - SEE SHEET C3.13 CONTINUED - SEE SHEET C3.21 CO N T I N U E D - S E E S H E E T C 3 . 1 8 Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION 66' 90' 6 8 SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx S D x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x S D x SD x SD x SD x SD x SD x SDx SDx SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx ZONE X SDx SDx S D x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x SD x SD x SD x SD x SD x SD x SD x OA K E S D A L E A V E S W SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx S D x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x S D x SD x SD x SD x SD x SD x SDx SDx SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx ZONE X SDx SDx S D x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x SD x SD x SD x SD x SD x SD x SD x 21 FFE=21.00 FFE=21.00 FFE=21.00 PARCEL 9 TO PROVIDE 68,000 CF FLOODPLAIN MITIGATION FFE=21.00 PARCEL 8 TO PROVIDE 68,000 CF FLOODPLAIN MITIGATION 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' ## GRADING & DRAINAGE PLAN CO N T I N U E D - S E E S H E E T C 3 . 1 7 CONTINUED - SEE SHEET C3.14 CONTINUED - SEE SHEET C3.22 CO N T I N U E D - S E E S H E E T C 3 . 1 9 Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION S D x SD x SD x SD x SD x SD x SD x SD x S D x S D x S D x S D x S D x S D x ZONE X ZONE X S D x SD x SD x SD x SD x SD x SD x SD x S D x S D x S D x S D x S D x S D x ZONE X ZONE X FFE=21.00 PARCEL 8 TO PROVIDE 68,000 CF FLOODPLAIN MITIGATION 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' ## GRADING & DRAINAGE PLAN CO N T I N U E D - S E E S H E E T C 3 . 1 8 CONTINUED - SEE SHEET C3.15 CONTINUED - SEE SHEET C3.23 Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION 12 OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx 20 2 0 2 0 2 0 2 1 2 2 2 3 2 4 SD# B11 CB TYPE I RIM=19.84 IE=15.00 12"(IN)S IE=15.00 12"(IN)W IE=15.00 12"(OUT)N 224 LF 12" PVC @ 0.5% SD# B12 CB TYPE I RIM=19.33 IE=17.23 12"(OUT)E 25 0 L F 1 2 " P V C @ 0 . 4 % SD# B10 CB TYPE I RIM=19.75 IE=16.12 12"(IN)S IE=16.12 12"(OUT)N 57 LF 12" PVC @ 0.5% SD# B09 CB TYPE I RIM=19.60 IE=16.39 12"(IN)W IE=16.39 12"(IN)E IE=16.39 12"(OUT)N 212 LF 12" PVC @ 0.5% SD# B13 CB TYPE I RIM=19.72 IE=18.50 12"(OUT)E 12 1 L F 1 2 " P V C @ 0 . 6 % SD# B15 CB TYPE I RIM=20.98 IE=16.12 12"(IN)W IE=16.12 12"(OUT)E 225 LF 12" PVC @ 0.5% SD# B14 CB TYPE I RIM=19.82 IE=17.36 12"(IN)W IE=17.36 12"(OUT)E 200 LF 12" PVC @ 0.5% 63 LF 12" PVC @ 0.4% SD# B18 CB TYPE I RIM=19.94 IE=16.66 12"(IN)E IE=16.66 12"(OUT)W FFE=21.00 184 LF 12" PVC @ 0.5% 10+00.00 11+00.00 12 + 0 0 . 0 0 PI : 1 1 + 2 0 . 9 5 P I : 1 1 + 5 7 . 8 3 9+50.00 10+50.00 11+ 5 0 . 0 0 PARCEL 12 TO PROVIDE 19,000 CF FLOODPLAIN MITIGATION PARCEL 11 TO PROVIDE 131,000 CF FLOODPLAIN MITIGATION TW 21.04 BW 20.54 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' ## GRADING & DRAINAGE PLAN CONTINUED - SEE SHEET C3.16 CO N T I N U E D - S E E S H E E T C 3 . 2 1 Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION 11 10 OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx Δ ZONE X OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx Δ ZONE X 15 20 20 20 121314 16 17 18 19 218 LF 12" PVC @ 0.3% 184 LF 12" PVC @ 0.5% SD# B17 CB TYPE I RIM=19.62 IE=17.66 12"(OUT)W SD# C16 CB TYPE I RIM=20.03 IE=18.84 12"(OUT)E 187 LF 12" PVC @ 0.5% SD# C15 CB TYPE I RIM=19.45 IE=17.91 12"(IN)W IE=17.91 12"(OUT)E 146 LF 12" PVC @ 0.4% SD# C12 CB TYPE I RIM=20.28 IE=17.31 12"(IN)E IE=17.31 12"(IN)W IE=17.31 12"(OUT)N 49 L F 1 2 " P V C @ 1 . 0 % SD# C11 CB TYPE I RIM=20.81 IE=16.82 12"(IN)S IE=16.82 12"(OUT)N 13 6 L F 1 2 " P V C @ 0 . 3 % SD# C10 CB TYPE I RIM=20.80 IE=16.46 12"(IN)S IE=16.46 12"(OUT)N 11 6 L F 1 2 " P V C @ 0 . 5 % SD# C09 CB TYPE I RIM=20.79 IE=15.88 12"(IN)S IE=15.88 12"(OUT)N 57 L F 1 2 " P V C @ 0 . 5 % 188 LF 12" PVC @ 0.4% SD# C03 CB TYPE I RIM=14.36 IE=13.17 12"(IN)E IE=13.17 12"(OUT)W 164 LF 12" PVC @ 0.5% SD# C02 CB TYPE I RIM=13.54 IE=12.35 12"(IN)E IE=12.35 12"(OUT)W 169 LF 12" PVC @ 0.5% SD# C01 CB TYPE I RIM=19.82 IE=11.50 12"(IN)E IE=11.50 12"(OUT)NW 7 7 L F 1 2 " P V C @ 2 . 3 % SD#C04 6'X12' BIOPOD BIOFILTER VAULT RIM=20.50 IE=15.59 12"(IN)N IE=15.59 12"(IN)S IE=13.99 12"(OUT)W FFE=21.00 FFE=21.00 2+00.00 3+00.00 4+00.00 5+00.00 6+00.00 7+00.00 8+00.00 9+00.00 PI : 7 + 2 3 . 8 5 PI: 7 + 6 5 . 1 8 2+50.00 3+50.00 4+50.00 5+50.00 6+50.00 7+ 5 0 . 0 0 8+50.00 PARCEL 11 TO PROVIDE 131,000 CF FLOODPLAIN MITIGATION PARCEL 10 TO PROVIDE 6,000 CF FLOODPLAIN MITIGATION 20 1819 2120 171819 212021 20 171819 21 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' ## GRADING & DRAINAGE PLAN CONTINUED - SEE SHEET C3.17 CO N T I N U E D - S E E S H E E T C 3 . 2 0 CO N T I N U E D - S E E S H E E T C 3 . 2 2 Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION 66' 90' 9 OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHTx OHTx OHTx OHTx OHTx OHTx OHTx OHTx OHTx O H P x O H P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x SDx SDx SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SSx SSx SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SD x SDx SDx SD x SD x SD x SD x SD x SD x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx OA K E S D A L E A V E S W OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHTx OHTx OHTx OHTx OHTx OHTx OHTx OHTx OHTx O H P x O H P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x SDx SDx SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SSx SSx SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SD x SDx SDx SD x SD x SD x SD x SD x SD x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx 20 20 21 105 LF 12" PVC @ 0 . 6 % SD# C13 CB TYPE I RIM=20.14 IE=17.99 12"(IN)NE IE=17.99 12"(OUT)W 114 L F 1 2 " P V C @ 0 . 6 % SD# C14 CB TYPE I RIM=20.14 IE=18.64 12"(OUT)SW FFE=21.00 0+00.00 1+00.00 2+00.00 BP : 0 + 0 0 . 0 0 0+50.00 1+50.00 PARCEL 9 TO PROVIDE 68,000 CF FLOODPLAIN MITIGATION FFE=21.00 PARCEL 8 TO PROVIDE 68,000 CF FLOODPLAIN MITIGATION 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' ## GRADING & DRAINAGE PLAN CONTINUED - SEE SHEET C3.18 CO N T I N U E D - S E E S H E E T C 3 . 2 1 CO N T I N U E D - S E E S H E E T C 3 . 2 3 Legend PROPERTY LINE Do not use BlockEdit, Use LEGEND to edit EX CONTOUR (INDEX) EX CONTOUR CONTOUR (INDEX) CONTOUR GRADE BREAK SPOT ELEVATION 55 54 STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% SANITARY SEWER SANITARY MH/CO 8" SS @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W FOOTING DRAIN DETENTION SYSTEM DRAINAGE SWALE WETLAND CONCRETE RETAINING WALL ROCKERY WALL EXISTING STREAM ASPHALT PAVEMENT FRENCH DRAIN FOOTING DRAIN ROCK OUTFALL PAD PROPOSED STORMWATER FEATURE EXISTING STORMWATER FEATURE SYNTHETIC TURF GRASS FLOOD MITIGATION ZONEZONE FFE=21.00 PARCEL 8 TO PROVIDE 68,000 CF FLOODPLAIN MITIGATION 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' ## GRADING & DRAINAGE PLAN CONTINUED - SEE SHEET C3.19 CO N T I N U E D - S E E S H E E T C 3 . 2 2 1Catch Basin Type 1 2Rectangular Solid Metal Cover 3Catch Basin Type 2 4Catch Basin Installation 5Round Frame and Cover (Private)6Rectangular Vaned Grate 7Miscellaneous Details for Drainage Structures 8Not Used Storm 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON ##R GRADING & DRAINAGE DETAILS 3Not Used 2Not Used1Not Used 1 4Not Used 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON ##R GRADING & DRAINAGE DETAILS Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING X OHPx OHPx OHPx OHPxOHTx OH P x OH P x OH P x OHPx OHPx OHPx OHPx OHPx OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x O H P x O H P x OH P x OH P x OHPx X X X X X X X X X SS x SSx SSx SSx SSx SSx SDx SDx SDx SDx SDx SSx SSx SSx SSx SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SDx SDx SD x SDx SD x SD x SDx SD x SDx SDx SDx SDx S D x SD x SD x SD x SDx SD x S D x SD x SD x SDx SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x S D x SDxSDxSDxSDx SDx SDxSDxSDxSDx SDx SDx SDx S D x S D x S D x SDx SDx SDx SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx W x W x W x Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SDx SDxWxWx OH P x OH P x OH P x OH P x OH P x SD x SD x SD x Wx Wx X OHPx OHPx OHPx OHPxOHTx OH P x OH P x OH P x OHPx OHPx OHPx OHPx OHPx OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x O H P x O H P x OH P x OH P x OHPx X X X X X X X X X SS x SSx SSx SSx SSx SSx SDx SDx SDx SDx SDx SSx SSx SSx SSx SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SDx SDx SD x SDx SD x SD x SDx SD x SDx SDx SDx SDx S D x SD x SD x SD x SDx SD x S D x SD x SD x SDx SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x S D x SDxSDxSDxSDx SDx SDxSDxSDxSDx SDx SDx SDx S D x S D x S D x SDx SDx SDx SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx W x W x W x Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SDx SDxWxWx OH P x OH P x OH P x OH P x OH P x SD x SD x SD x Wx Wx X OHPx OHPx OHPx OHPxOHTx OH P x OH P x OH P x OHPx OHPx OHPx OHPx OHPx OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x O H P x O H P x OH P x OH P x OHPx X X X X X X X X X SS x SSx SSx SSx SSx SSx SDx SDx SDx SDx SDx SSx SSx SSx SSx SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SDx SDx SD x SDx SD x SD x SDx SD x SDx SDx SDx SDx S D x SD x SD x SD x SDx SD x S D x SD x SD x SDx SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x S D x SDxSDxSDxSDx SDx SDxSDxSDxSDx SDx SDx SDx S D x S D x S D x SDx SDx SDx SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx W x W x W x Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SDx SDxWxWx OH P x OH P x OH P x OH P x OH P x SD x SD x SD x Wx Wx 1 4 8 12 20 2 5 9 13 21 3 6 10 14 22 7 11 15 16 17 18 23 19 17 18 16 15 14 13 12 11 10 9 6 8 7 3 OA K E S D A L E A V E S W SW 16TH STI-405 SW GR A D Y W Y 0 15 30 60 1"=30' 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 100 200 400 1"=200' OVERALL UTILITY PLAN ## Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx S D x S D x SW 1 6 T H S T SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx S D x S D x I-405 SOUT H W E S T G R A D Y W A Y LONGA C R E S D R S W J A C K S O N P L S W 156 LF 12 " P V C @ 0 . 3 % 156 LF 12 " P V C @ 0 . 3 % NS 08 SSMH - 48" RIM=21.83 IE=8.66 12"(IN)SW IE=8.56 12"(OUT)E (2) 10" HOT WATER AND (2) 20" COLD WATER SUPPLY AND RETURN LINES 160 LF 1 2 " P V C 0 15 30 60 1"=30' CONTINUED - SEE SHEET C4.04 CO N T I N U E D - S E E S H E E T C 4 . 0 2 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T ON R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON UTILITY PLAN ##R Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING X X X X X X X X XXXXXX X SSx SSx SSx SSx SSx SSx SS x SS x SDx SDx SDx SDx SDx S D x S D x S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x S D x S D x SD x SD x S D x S D x SDx S D x SD x SDx SDx SDx SDx SDx SDx SDx SDx S D x SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x W x W x Wx Wx W x Wx Wx SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx X X X X X X X X XXXXXX X SSx SSx SSx SSx SSx SSx SS x SS x SDx SDx SDx SDx SDx S D x S D x S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x S D x S D x SD x SD x S D x S D x SDx S D x SD x SDx SDx SDx SDx SDx SDx SDx SDx S D x SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x W x W x Wx Wx W x Wx Wx SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SW 16TH ST NS 04 SSMH - 48" RIM=19.65 IE=6.06 12"(IN)W IE=5.96 12"(OUT)E 210 LF 12" PVC @ 0.3% NS 05 SSMH - 48" RIM=20.03 IE=6.79 12"(IN)W IE=6.69 12"(OUT)E 230 LF 12" PVC @ 0.3% NS 06 SSMH - 48" RIM=21.20 IE=7.58 12"(IN)W IE=7.48 12"(OUT)E 307 LF 12" PVC @ 0.3% (2) 10" HOT WATER AND (2) 20" COLD WATER SUPPLY AND RETURN LINES (2) 10" HOT WATER AND (2) 20" COLD WATER SUPPLY AND RETURN LINES 139 LF 12" PVC NS 07 SSMH - 48" RIM=9.29 IE=8.10 12"(IN)W IE=8.00 12"(OUT)E 30" DIP (R) 30" DIP (R) CONTINUED - SEE SHEET C4.05 CO N T I N U E D - S E E S H E E T C 4 . 0 3 CO N T I N U E D - S E E S H E E T C 4 . 0 1 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON UTILITY PLAN ##R 1 WATER MAIN DEMOLITION EXTENTS JAS 6/12/23 WCA 0 15 30 60 1"=30' Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING OH P x OH P x OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x SS x SDx SDx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x S S x S S x S S x SSx SS x SS x SS x SS x SS x SSx SSx SS x SS x SS x SS x SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx W xW x Wx WxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SW 16TH ST OH P x OH P x OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x SS x SDx SDx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x S S x S S x S S x SSx SS x SS x SS x SS x SS x SSx SSx SS x SS x SS x SS x SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx W xW x Wx WxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx OA K E S D A L E AV E S W EXISTING MH 0195 SSMH - 48" RIM=22.21 IE=3.76 12"(IN)SW IE=3.66 12"(OUT)E EXISTING34 LF 12" PVC @ 0.3% NS 01 SSMH - 48" RIM=21.91 IE=3.97 12"(IN)W IE=3.87 12"(OUT)NE 209 LF 12" PVC @ 0.3% NS 03 SSMH - 48" RIM=21.11 IE=5.04 12"(IN)W IE=4.94 12"(OUT)E 307 LF 12" PVC @ 0.3% (2) 10" HOT WATER AND (2) 20" COLD WATER SUPPLY AND RETURN LINES 83 LF 12" PVC NS 02 SSMH - 48" RIM=21.87 IE=4.31 12"(IN)W IE=4.21 12"(OUT)E (2) 24" COLD WATER (EX) (2) 10" HOT WATER (EX) SUPPLY AND RETURN CONTINUED - SEE SHEET C4.06 CO N T I N U E D - S E E S H E E T C 4 . 0 2 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON UTILITY PLAN R 0 15 30 60 1"=30' ## Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING 18 OHPx OHPx OHPx OHPx OHPx OHP x OHP x OHP x OHP x OHP x OHPx OHPx OHPx OH P x OH P x OHP x X X X X X X X X X X X X X X X X X SDx S D x SDx SDx SDx SDx SDx S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x S D x S D x S D x S D x SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x S D x S D x S D x S D x S D x S D x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x S D x S D x S D x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x W x W x W x SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SW 16TH ST OHPx OHPx OHPx OHPx OHPx OHP x OHP x OHP x OHP x OHP x OHPx OHPx OHPx OH P x OH P x OHP x X X X X X X X X X X X X X X X X X SDx S D x SDx SDx SDx SDx SDx S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x S D x S D x S D x S D x SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x S D x S D x S D x S D x S D x S D x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x S D x S D x S D x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x W x W x W x SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x L O N G A C R E S D R S W 166 L F 1 2 " P V C @ 0 . 3 % NS 10 SSMH - 48" RIM=19.44 IE=9.84 12"(IN)SE IE=9.74 12"(OUT)NE 1 3 0 L F 1 2 " P V C @ 0 . 3 % NS 11 SSMH - 48" RIM=19.26 IE=10.33 12"(IN)SE IE=10.23 12"(OUT)NW 82 LF 12" PVC @ 0.3% NS 13 SSMH - 48" RIM=19.81 IE=10.99 12"(IN)S IE=10.89 12"(OUT)NW 13 6 L F 1 2 " P V C @ 0 . 3 % NS 14 SSMH - 48" RIM=19.38 IE=11.50 12"(IN)S IE=11.40 12"(OUT)N PSE VAULTS AND DUCT BANKS SHOWN FOR REFERENCE ONLY. TO BE DESIGNED BY OTHERS AND PERMITTED SEPARATELY (2) 10" HOT WATER AND (2) 20" COLD WATER SUPPLY AND RETURN LINES (2) 10" HOT WATER AND (2) 20" COLD WATER SUPPLY AND RETURN LINES (2) 10" HOT WATER AND (2) 20" COLD WATER SUPPLY AND RETURN LINES NS 09 SSMH - 48" RIM=10.43 IE=9.24 12"(IN)SW IE=9.14 12"(OUT)NE NS 12 SSMH - 48" RIM=19.30 IE=10.64 12"(IN)SE IE=10.54 12"(OUT)NW 7 0 L F 1 2 " P V C PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT (1) 12" 45° BEND W/ THRUST BLOCKING (1) 12" 45° BEND W/ THRUST BLOCKING (1) 12" 45° BEND W/ THRUST BLOCKING (1) 12" 90° BEND W/ THRUST BLOCKING CONNECT TO EX WATER MAIN (1) 12" TEE (3) 12" GATE VALVE (2) 12" COUPLING W/ THRUST BLOCKING 13 LF 12" DI52 31 L F 1 2 " D I 5 2 10 LF 12" DI52 1 5 4 L F 1 2 " D I 5 2 264 LF 12" DI52 131 L F 1 2 " D I 5 2 91 LF 12" DI52 (1) 12" 22.5° BEND W/ THRUST BLOCKING 15 5 L F 1 2 " D I 5 2 6 9 L F 1 2 " D I 5 2 (1) 12" 22.5° BEND W/ THRUST BLOCKING (1) 12" 11.25° BEND W/ THRUST BLOCKING (1) 12" 45° BEND W/ THRUST BLOCKING (1) 12" 45° BEND W/ THRUST BLOCKING (1) 12" TEE (3) 12" GATE VALVE W/ THRUST BLOCKING 48 LF 12" DI52 45 LF 12" DI52 62 LF 12" DI52 10 LF 12" DI52 5 8 L F 1 2 " D I 5 2 (1) 12" 90° BEND W/ THRUST BLOCKING 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' UTILITY PLAN ## CONTINUED - SEE SHEET C4.08 CO N T I N U E D - S E E S H E E T C 4 . 0 5 CONTINUED - SEE SHEET C4.01 Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING 3 SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x SS x SS x SS x SS x SD x SD x SD x SD x SD x SD x S D x SDx SDx SD x SD x SDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDxSDx SDxSDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x S D x S D x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x SDx SDx SDx SDx SDx W x W x W x W x W x W x W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx W x W x W x W x W x W x W x W x W x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDxSDxSDx SD x SDx SD x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x SS x SS x SS x SS x SD x SD x SD x SD x SD x SD x S D x SDx SDx SD x SD x SDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDxSDx SDxSDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x S D x S D x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x SDx SDx SDx SDx SDx W x W x W x W x W x W x W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx W x W x W x W x W x W x W x W x W x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDxSDxSDx SD x SDx SD x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 1 WATER MAIN DEMOLITION EXTENTS JAS 6/12/23 WCA 0 15 30 60 1"=30' UTILITY PLAN ## CONTINUED - SEE SHEET C4.09 CO N T I N U E D - S E E S H E E T C 4 . 0 6 CO N T I N U E D - S E E S H E E T C 4 . 0 4 CONTINUED - SEE SHEET C4.02 Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x SS x SS x SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx SDx SDx SDx SSx SSx SSx SSx SSx SSx SSx S S x SS x SS x SS x S S x SS x S S x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x S D x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x S D x S D x SD x SD x SD x SD x SD x SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x OA K E S D A L E A V E S W OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x SS x SS x SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx SDx SDx SDx SSx SSx SSx SSx SSx SSx SSx S S x SS x SS x SS x S S x SS x S S x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x S D x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x S D x S D x SD x SD x SD x SD x SD x SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x (2) 16" COLD WATER (EX) (2) 6" HOT WATER (EX) SUPPLY AND RETURN (2) 24" COLD WATER (EX) (2) 10" HOT WATER (EX) SUPPLY AND RETURN 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' UTILITY PLAN ## CONTINUED - SEE SHEET C4.10 CO N T I N U E D - S E E S H E E T C 4 . 0 5 CONTINUED - SEE SHEET C4.03 CO N T I N U E D - S E E S H E E T C 4 . 0 7 Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T ON R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' UTILITY PLAN ## CONTINUED - SEE SHEET C4.11 CO N T I N U E D - S E E S H E E T C 4 . 0 6 Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING 17 16 DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H X X X X X X X X X X X X X X X X X X X X X X X X X X X X SD x SD x SD x SD x S D x SD x S D x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x SD x DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H X X X X X X X X X X X X X X X X X X X X X X X X X X X X SD x SD x SD x SD x S D x SD x S D x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x SD x 158 LF 12" PVC @ 0.3% 15 8 L F 1 2 " P V C @ 0 . 3 % NS 15 SSMH - 48" RIM=20.59 IE=12.07 12"(IN)S IE=11.97 12"(OUT)N 1 1 9 L F 1 2 " P V C @ 0 . 3 % NS 16 SSMH - 48" RIM=20.03 IE=12.53 12"(IN)S IE=12.43 12"(OUT)N 2 2 7 L F 1 2 " P V C @ 0 . 3 % NS 17 SSMH - 48" RIM=20.19 IE=13.31 12"(IN)S IE=13.21 12"(OUT)N PSE VAULTS AND DUCT BANKS SHOWN FOR REFERENCE ONLY. TO BE DESIGNED BY OTHERS AND PERMITTED SEPARATELY PSE VAULTS AND DUCT BANKS SHOWN FOR REFERENCE ONLY. TO BE DESIGNED BY OTHERS AND PERMITTED SEPARATELY (2) 10" HOT WATER AND (2) 20" COLD WATER SUPPLY AND RETURN LINES (2) 10" HOT WATER AND (2) 20" COLD WATER SUPPLY AND RETURN LINES 13 5 L F 1 2 " P V C PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT (1) 12" 11.25° BEND W/ THRUST BLOCKING (1) 12" 90° BEND W/ THRUST BLOCKING (1) 12" TEE (3) 12" GATE VALVE W/ THRUST BLOCKING (1) 12" TEE (3) 12" GATE VALVE W/ THRUST BLOCKING (1) 12" TEE (3) 12" GATE VALVE W/ THRUST BLOCKING (1) 12" TEE (3) 12" GATE VALVE W/ THRUST BLOCKING 11 5 L F 1 2 " D I 5 2 11 5 L F 1 2 " D I 5 2 25 LF 12" DI52 19 1 L F 1 2 " D I 5 2 6 4 L F 1 2 " D I 5 2 252 LF 12" DI52 82 L F 1 2 " D I 5 2 3 8 L F 1 2 " D I 5 2 25 LF 12" DI52 2 0 6 L F 1 2 " D I 5 2 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' UTILITY PLAN ## CONTINUED - SEE SHEET C4.12 CO N T I N U E D - S E E S H E E T C 4 . 0 9 CONTINUED - SEE SHEET C4.04 Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING 100 FT POND "A" WETLAND BUFFER S D x S D x S D x SDx SDx SDx SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x S D x Wx Wx Wx Wx Wx Wx W x W x W x W x W x W x W x W x Wx W x W x W x W x W x W x W x Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x SD x S D x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x S D x S D x SDx SDx SDx SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x S D x Wx Wx Wx Wx Wx Wx W x W x W x W x W x W x W x W x Wx W x W x W x W x W x W x W x Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x SD x S D x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' GRADING/ DRAINAGE PLAN ## CONTINUED - SEE SHEET C4.13 CO N T I N U E D - S E E S H E E T C 4 . 0 8 CONTINUED - SEE SHEET C4.05 CO N T I N U E D - S E E S H E E T C 4 . 1 0 Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING OH P x OH P x OH P x OH P x OH P x OH P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x SS x SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x SS x SSx SSx SSx S S x SS x SS x SSx SSx SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x S D x SDx SDx SDx SD x S D x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x S D x S D x S D x S D x S D x S D x S D x S D x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x W x W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x W x Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x S D x S D x SD x SD x SD x SDx SDx SDx SDx SDx SD x S D x S D x Wx Wx Wx Wx Wx Wx Wx OH P x OH P x OH P x OH P x OH P x OH P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x SS x SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x SS x SSx SSx SSx S S x SS x SS x SSx SSx SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x S D x SDx SDx SDx SD x S D x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x S D x S D x S D x S D x S D x S D x S D x S D x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x W x W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x W x Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x S D x S D x SD x SD x SD x SDx SDx SDx SDx SDx SD x S D x S D x Wx Wx Wx Wx Wx Wx Wx OA K E S D A L E A V E S W (2) 20" COLD WATER (EX) (2) 8" HOT WATER (EX) SUPPLY AND RETURN (2) 20" COLD WATER (EX) (2) 8" HOT WATER (EX) SUPPLY AND RETURN 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' UTILITY PLAN ## CONTINUED - SEE SHEET C4.14 CO N T I N U E D - S E E S H E E T C 4 . 0 9 CONTINUED - SEE SHEET C4.06 CO N T I N U E D - S E E S H E E T C 4 . 1 1 Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING SD x SD x 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON ##R 0 15 30 60 1"=30' UTILITY PLAN CO N T I N U E D - S E E S H E E T C 4 . 1 0 CONTINUED - SEE SHEET C4.07 CONTINUED - SEE SHEET C4.15 Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING 15 POND B 112.5 FT POND "A" WETLAND BUFFER OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x X X X DI T C H DI T C H DI T C H DI T C H X X X X X X X X X X X X X X X X X X X X X X X X Wx Wx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx S D x SD x SD x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x X X X DI T C H DI T C H DI T C H DI T C H X X X X X X X X X X X X X X X X X X X X X X X X Wx Wx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx S D x SD x SD x 16 2 L F 1 2 " P V C @ 0 . 3 % 16 2 L F 1 2 " P V C @ 0 . 3 % NS 19 SSMH - 48" RIM=20.49 IE=14.30 12"(OUT)N SB 15 SSMH - 48" RIM=20.66 IE=12.57 12"(OUT)S 26 1 L F 1 2 " P V C @ 0 . 3 % PSE VAULTS AND DUCT BANKS SHOWN FOR REFERENCE ONLY. TO BE DESIGNED BY OTHERS AND PERMITTED SEPARATELY (2) 10" HOT WATER AND (2) 20" COLD WATER SUPPLY AND RETURN LINES NS 18 SSMH - 48" RIM=20.48 IE=13.81 12"(IN)S IE=13.71 12"(OUT)N (2) 10" HOT WATER AND (2) 20" COLD WATER SUPPLY AND RETURN LINES PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT (1) 12" 22.5° BEND W/ THRUST BLOCKING (1) 12" 22.5° BEND W/ THRUST BLOCKING (1) 12" 11.25° BEND W/ THRUST BLOCKING (1) 12" 11.25° BEND W/ THRUST BLOCKING (1) 12" 11.25° BEND W/ THRUST BLOCKING (1) 12" 90° BEND W/ THRUST BLOCKING (1) 12" 90° BEND W/ THRUST BLOCKING (1) 12" TEE (3) 12" GATE VALVE W/ THRUST BLOCKING (1) 12" TEE (3) 12" GATE VALVE W/ THRUST BLOCKING (1) 12" TEE (3) 12" GATE VALVE W/ THRUST BLOCKING (1) 12" TEE (3) 12" GATE VALVE W/ THRUST BLOCKING (1) 12" TEE (3) 12" GATE VALVE W/ THRUST BLOCKING (1) 12" TEE (3) 12" GATE VALVE W/ THRUST BLOCKING 21 8 L F 1 2 " D I 5 2 9 LF 12" DI52 8 LF 12" DI52 10 LF 12" DI52 139 LF 12" DI5 2 169 LF 12" DI52 3 1 L F 1 2 " D I 5 2 4 5 L F 1 2 " D I 5 2 15 LF 12" DI52 8 LF 12" DI52 20 1 L F 1 2 " D I 5 2 21 2 L F 1 2 " D I 5 2 18 3 L F 1 2 " D I 5 2 24 LF 12" DI52 202 LF 12" DI52 104 LF 12" DI52 18 LF 12" DI52 46 L F 1 2 " D I 5 2 11 5 L F 1 2 " D I 5 2 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' UTILITY PLAN ## CO N T I N U E D - S E E S H E E T C 4 . 1 3 CONTINUED - SEE SHEET C4.08 CONTINUED - SEE SHEET C4.16 Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING POND B WETLAND A 100 FT POND "A" WETLAND BUFFER X SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x S D x S D x Wx Wx Wx Wx Wx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDxSDx SDx SDx SD x SD x SDx SDx SDx SD x SD x SD x Wx Wx Wx Wx Wx Wx SDx SDx SDx Wx Wx Wx Wx SDx SDx SDx X SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x S D x S D x Wx Wx Wx Wx Wx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDxSDx SDx SDx SD x SD x SDx SDx SDx SD x SD x SD x Wx Wx Wx Wx Wx Wx SDx SDx SDx Wx Wx Wx Wx SDx SDx SDx 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T ON R E GI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' UTILITY PLAN ## CO N T I N U E D - S E E S H E E T C 4 . 1 2 CONTINUED - SEE SHEET C4.09 CO N T I N U E D - S E E S H E E T C 4 . 1 4 CONTINUED - SEE SHEET C4.17 Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING 66' 90' 40 ' 35 ' 22 ' 66' 90' OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x S S x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx S S x S S x S S x S S x S S x S S x S S x S S x S S x S S x S S x S S x S S x S D x S D x S D x S D x S D x S D x S D x S D x S D x S D x S D x S D x S D x SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x SDx S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx S D x S D x SDx SDx SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SDx SDx SD x SD x SDx S S x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SD x SD x SDx SDx SDx SDx OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx OA K E S D A L E A V E S W OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x S S x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx S S x S S x S S x S S x S S x S S x S S x S S x S S x S S x S S x S S x S S x S D x S D x S D x S D x S D x S D x S D x S D x S D x S D x S D x S D x S D x SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x SDx S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx S D x S D x SDx SDx SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SDx SDx SD x SD x SDx S S x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SD x SD x SDx SDx SDx SDx OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx CONNECT CONDITIONED WATER TO EXISTING UTILIDOR. (2) 10" HOT WATER AND (2) 20" COLD WATER SUPPLY AND RETURN LINES (2) 16" COLD WATER (EX) (2) 8" HOT WATER (EX) SUPPLY AND RETURN (2) 10" COLD WATER (EX) (2) 4" HOT WATER (EX) SUPPLY AND RETURN (2) 10" COLD WATER (EX) (2) 4" HOT WATER (EX) SUPPLY AND RETURN 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' UTILITY PLAN ## CO N T I N U E D - S E E S H E E T C 4 . 1 3 CONTINUED - SEE SHEET C4.10 CONTINUED - SEE SHEET C4.18 CO N T I N U E D - S E E S H E E T C 4 . 1 5 Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING7 S S x S S x SSx SSx SSx SDx SDx SDx SDx SDx SDx SD x SD x SDxSD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SDx SDx S D x S D x S D x SDx SDx SDx S D x S D x S D x SDx SDx SDx S D x S D x S D x S D x SDx S D x S D x S D x S D x SDx S D x S D x S D x S D x S D x SD x SD x SD x S D x S D x S D x S D x S D x SD x SD x SD x Wx Wx W x W x W x Wx Wx Wx Wx Wx Wx S S x S S x SSx SSx SSx SDx SDx SDx SDx SDx SDx SD x SD x SDxSD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SDx SDx S D x S D x S D x SDx SDx SDx S D x S D x S D x SDx SDx SDx S D x S D x S D x S D x SDx S D x S D x S D x S D x SDx S D x S D x S D x S D x S D x SD x SD x SD x S D x S D x S D x S D x S D x SD x SD x SD x Wx Wx W x W x W x Wx Wx Wx Wx Wx Wx 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' UTILITY PLAN ## CO N T I N U E D - S E E S H E E T C 4 . 1 4 CONTINUED - SEE SHEET C4.11 CONTINUED - SEE SHEET C4.19 Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING 14 13 POND B OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x S D x S D x S D x S D x S D x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x S D x SD x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x S D x S D x S D x S D x S D x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x S D x SD x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x 2 6 1 L F 1 2 " P V C @ 0 . 3 % 261 L F 1 2 " P V C @ 0 . 3 % SB 14 SSMH - 48" RIM=20.62 IE=11.78 12"(IN)N IE=11.68 12"(OUT)S 1 2 3 L F 1 2 " P V C @ 0 . 3 % SB 13 SSMH - 48" RIM=20.57 IE=11.31 12"(IN)N IE=11.21 12"(OUT)S 1 6 7 L F 1 2 " P V C @ 0 . 3 % SB 12 SSMH - 48" RIM=20.44 IE=10.71 12"(IN)N IE=10.61 12"(OUT)S 97 L F 1 2 " P V C @ 0 . 3 % 97 L F 1 2 " P V C @ 0 . 3 % SB 11 SSMH - 48" RIM=20.19 PSE VAULTS AND DUCT BANKS SHOWN FOR REFERENCE ONLY. TO BE DESIGNED BY OTHERS AND PERMITTED SEPARATELY PSE VAULTS AND DUCT BANKS SHOWN FOR REFERENCE ONLY. TO BE DESIGNED BY OTHERS AND PERMITTED SEPARATELY PROPOSED TRANSFORMER (2) 10" HOT WATER AND (2) 20" COLD WATER SUPPLY AND RETURN LINES PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT (1) 12" 90° BEND W/ THRUST BLOCKING (1) 12" TEE (3) 12" GATE VALVE W/ THRUST BLOCKING (1) 12" TEE (3) 12" GATE VALVE W/ THRUST BLOCKING (1) 12" TEE (3) 12" GATE VALVE W/ THRUST BLOCKING 7 LF 12" DI52 15 7 L F 1 2 " D I 5 2 15 8 L F 1 2 " D I 5 2 16 4 L F 1 2 " D I 5 2 13 4 L F 1 2 " D I 5 2 210 LF 12" DI52 26 LF 12" DI52 21 8 L F 1 2 " D I 5 2 2 0 1 L F 1 2 " D I 5 2 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T ON R E GI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' UTILITY PLAN ## CONTINUED - SEE SHEET C4.12 CONTINUED - SEE SHEET C4.20 CO N T I N U E D - S E E S H E E T C 4 . 1 7 Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING POND B SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SDxSDx SDx SDxSDx S D x SD x SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SDxSDx SDx SDxSDx S D x SD x SDx SDx 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' UTILITY PLAN ## CO N T I N U E D - S E E S H E E T C 4 . 1 6 CONTINUED - SEE SHEET C4.13 CONTINUED - SEE SHEET C4.21 CO N T I N U E D - S E E S H E E T C 4 . 1 8 Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING 66' 90' 6 8 100 YEAR FLOODPLAIN ELEVATION BFE=20.0 SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx S D x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x S D x SD x SD x SD x SD x SD x SDx SDx SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx S D x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x SD x SD x SD x SD x SD x SD x SD x OA K E S D A L E A V E S W SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx S D x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x S D x SD x SD x SD x SD x SD x SDx SDx SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx S D x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x SD x SD x SD x SD x SD x SD x SD x 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T ON R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' UTILITY PLAN ## CO N T I N U E D - S E E S H E E T C 4 . 1 7 CONTINUED - SEE SHEET C4.14 CONTINUED - SEE SHEET C4.22 CO N T I N U E D - S E E S H E E T C 4 . 1 9 Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING S D x SD x SD x SD x SD x SD x SD x SD x S D x S D x S D x S D x S D x S D x S D x SD x SD x SD x SD x SD x SD x SD x S D x S D x S D x S D x S D x S D x 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T ON R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' UTILITY PLAN ## CO N T I N U E D - S E E S H E E T C 4 . 1 8 CONTINUED - SEE SHEET C4.15 CONTINUED - SEE SHEET C4.23 Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING 12 OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx 97 L F 1 2 " P V C @ 0 . 3 % RIM=20.19 IE=10.32 12"(IN)N IE=10.22 12"(OUT)S 12 0 L F 1 2 " P V C @ 0 . 3 % SB 09 SSMH - 48" RIM=19.80 IE=9.13 12"(IN)N IE=9.03 12"(OUT)E 261 LF 12" PVC @ 0.3% PSE VAULTS AND DUCT BANKS SHOWN FOR REFERENCE ONLY. TO BE DESIGNED BY OTHERS AND PERMITTED SEPARATELY PSE VAULTS AND DUCT BANKS SHOWN FOR REFERENCE ONLY. TO BE DESIGNED BY OTHERS AND PERMITTED SEPARATELY SB 10 SSMH - 48" RIM=20.52 IE=9.86 12"(IN)N IE=9.76 12"(OUT)S SSMH 20 9 L F 1 2 " P V C (2) 10" HOT WATER AND (2) 20" COLD WATER SUPPLY AND RETURN LINES (2) 10" HOT WATER AND (2) 20" COLD WATER SUPPLY AND RETURN LINES 10+00.00 11+00.00 12 + 0 0 . 0 0 PI : 1 1 + 2 0 . 9 5 P I : 1 1 + 5 7 . 8 3 9+50.00 10+50.00 11+ 5 0 . 0 0 PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT (1) 12" 45° BEND W/ THRUST BLOCKING (1) 12" 45° BEND W/ THRUST BLOCKING (1) 12" TEE (3) 12" GATE VALVE W/ THRUST BLOCKING (1) 12" TEE (3) 12" GATE VALVE W/ THRUST BLOCKING (1) 12" TEE (3) 12" GATE VALVE W/ THRUST BLOCKING (1) 12" TEE (3) 12" GATE VALVE W/ THRUST BLOCKING (1) 12" TEE (3) 12" GATE VALVE W/ THRUST BLOCKING (1) 12" TEE (3) 12" GATE VALVE W/ THRUST BLOCKING 25 L F 1 2 " D I 5 2 25 L F 1 2 " D I 5 2 5 2 L F 1 2 " D I 5 2 174 LF 12" DI52 249 LF 12" DI52 7 LF 12" DI52 27 L F 1 2 " D I 5 2 15 7 L F 1 2 " D I 5 2 15 7 L F 1 2 " D I 5 2 12 7 L F 1 2 " D I 5 2 26 LF 12" DI52 14 4 L F 1 2 " D I 5 2 15 8 L F 1 2 " D I 5 2 196 LF 12" DI52 246 LF 12" DI52 195 LF 12" DI52 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T ON R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' UTILITY PLAN ## CONTINUED - SEE SHEET C4.16 CO N T I N U E D - S E E S H E E T C 4 . 2 1 Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING 11 10 100 YEAR FLOODPLAIN ELEVATION BFE=20.0 OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx SB 08 SSMH - 48" RIM=20.07 IE=8.25 12"(IN)W IE=8.15 12"(OUT)E 218 LF 12" PVC @ 0.3% SB 07 SSMH - 48" RIM=20.09 IE=7.50 12"(IN)W IE=7.40 12"(OUT)E 246 LF 12" PVC @ 0.3% SB 06 SSMH - 48" RIM=20.22 IE=6.66 12"(IN)W IE=6.56 12"(OUT)E 172 LF 12" PVC @ 0.3% SB 05 SSMH - 48" RIM=7.23 IE=6.04 12"(IN)W IE=5.94 12"(OUT)E 172 LF 12" PVC @ 0.3% PSE VAULTS AND DUCT BANKS SHOWN FOR REFERENCE ONLY. TO BE DESIGNED BY OTHERS AND PERMITTED SEPARATELY PSE VAULTS AND DUCT BANKS SHOWN FOR REFERENCE ONLY. TO BE DESIGNED BY OTHERS AND PERMITTED SEPARATELY (2) 10" HOT WATER AND (2) 20" COLD WATER SUPPLY AND RETURN LINES (2) 10" HOT WATER AND (2) 20" COLD WATER SUPPLY AND RETURN LINES (2) 10" HOT WATER AND (2) 20" COLD WATER SUPPLY AND RETURN LINES 2+00.00 3+00.00 4+00.00 5+00.00 6+00.00 7+00.00 8+00.00 9+00.00 PI : 7 + 2 3 . 8 5 PI: 7 + 6 5 . 1 8 2+50.00 3+50.00 4+50.00 5+50.00 6+50.00 7+ 5 0 . 0 0 8+50.00 PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT (1) 12" TEE (3) 12" GATE VALVE W/ THRUST BLOCKING (1) 12" 11.25° BEND W/ THRUST BLOCKING (1) 12" 90° BEND W/ THRUST BLOCKING(1) 12" TEE (3) 12" GATE VALVE W/ THRUST BLOCKING (1) 12" TEE (3) 12" GATE VALVE W/ THRUST BLOCKING (1) 12" TEE (3) 12" GATE VALVE W/ THRUST BLOCKING (1) 12" TEE (3) 12" GATE VALVE W/ THRUST BLOCKING 25 L F 1 2 " D I 5 2 190 LF 12" DI52 24 L F 1 2 " D I 5 2 191 LF 12" DI52 24 L F 1 2 " D I 5 2 29 0 L F 1 2 " D I 5 2 33 LF 12" DI52 325 LF 12" DI52 75 L F 1 2 " D I 5 2 8 LF 12" DI52 216 LF 12" D I 5 2 48 L F 1 2 " D I 5 2 236 LF 12" DI52 243 LF 12" DI52 196 LF 12" DI52 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T ON R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' UTILITY PLAN ## CONTINUED - SEE SHEET C4.17 CO N T I N U E D - S E E S H E E T C 4 . 2 0 CO N T I N U E D - S E E S H E E T C 4 . 2 2 Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING OA K E S D A L E A V E S W 66' 90' 9 100 YEAR FLOODPLAIN ELEVATION BFE=20.0 OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHTx OHTx OHTx OHTx OHTx OHTx OHTx OHTx OHTx O H P x O H P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x SDx SDx SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SSx SSx SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SD x SDx SDx SD x SD x SD x SD x SD x SD x Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx OH P x OH P x OH P x OA K E S D A L E A V E S W OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHTx OHTx OHTx OHTx OHTx OHTx OHTx OHTx OHTx O H P x O H P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x SDx SDx SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SSx SSx SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SD x SDx SDx SD x SD x SD x SD x SD x SD x Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx OH P x OH P x OH P x 188 LF 12" PVC @ 0.3% SB 04 SSMH - 48" RIM=20.67 IE=5.38 12"(IN)W IE=5.28 12"(OUT)NE 157 L F 1 2 " P V C @ 0 . 3 % SB 03 SSMH - 48" RIM=20.32 IE=4.81 12"(IN)SW IE=4.71 12"(OUT)E 71 LF 12 " P V C @ 0 . 3 % SB 01 SSMH - 48" RIM=20.43 IE=4.35 12"(IN)S IE=1.35 48"(OUT)E 15 LF 12" PVC @ 0.3% SB 02 SSMH - 48" RIM=20.34 IE=4.50 12"(IN)W IE=4.40 12"(OUT)N CONNECT NEW WATER MAIN TO EXISTING WATER MAIN 0+00.00 1+00.00 2+00.00 BP : 0 + 0 0 . 0 0 0+50.00 1+50.00 CONNECT NEW WATER MAIN TO EXISTING WATER MAIN (1) 12" 22.5° BEND W/ THRUST BLOCKING (1) 12" 22.5° BEND W/ THRUST BLOCKING 26 LF 12" DI52 178 L F 1 2 " D I 5 2 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T ON R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' UTILITY PLAN ## CONTINUED - SEE SHEET C4.18 CO N T I N U E D - S E E S H E E T C 4 . 2 1 CO N T I N U E D - S E E S H E E T C 4 . 2 3 Legend PROPERTY LINE SANITARY SEWER SANITARY MH/CO 8" SS @ xx% STORM DRAINAGE PIPE YD/CO/CB/CB 2/MH 8" SD @ xx% FH/FDC/PIV/VALVE WATER VAULT/METER FH FDC PIV WV WATER MAIN12" DI W Do not use BlockEdit, Use LEGEND to edit SITE/ STREET LIGHTING 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T ON R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' UTILITY PLAN ## CONTINUED - SEE SHEET C4.19 CO N T I N U E D - S E E S H E E T C 4 . 2 2 74" Water Meter64" Water Meter 3Utilitiy Plan General Water Notes2Utilitiy Plan General Water Notes1Utilitiy Plan General Water Notes 8Concrete Blocking 4Fire Hydrant Assembly 52" Water Meter 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N PR # # - # # # # # # CITY OF RENTON UTILITY DETAILS S-###### W-###### WT R P - 2 7 - 4 2 3 8 WW P - 2 7 - 4 2 3 8 7Manhole Cover & Frame6Sewer Manhole 34" RPBA11" Air Vac Assembly 8Public Sewer Manhole Frame & Cover 4Utilitiy Plan General Sewer Notes 5Utilitiy Plan General Sewer Notes 22" RPBA 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T ON R E GI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N PR # # - # # # # # # CITY OF RENTON UTILITY DETAILS S-###### W-###### WT R P - 2 7 - 4 2 3 8 WW P - 2 7 - 4 2 3 8 7Pollypig6Water Main Connection Tee 3Side Sewer Stub Installation1Private Sewer Manhole Frame & Cover 8Not Used 4Not Used 5Water Main Connection Cut-In 2Sewer Pipe Bedding 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N PR # # - # # # # # # CITY OF RENTON UTILITY DETAILS S-###### W-###### WT R P - 2 7 - 4 2 3 8 WW P - 2 7 - 4 2 3 8 KING COUNTY SEWER CONFIRMATION4 JAS 8/29/23 WCA Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit X OHPx OHPx OHPx OHPxOHTx OH P x OH P x OH P x OHPx OHPx OHPx OHPx OHPx OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x O H P x O H P x OH P x OH P x OHPx X X X X X X X X X SS x SSx SSx SSx SSx SSx SDx SDx SDx SDx SDx SSx SSx SSx SSx SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SDx SDx SD x SDx SD x SD x SDx SD x SDx SDx SDx SDx S D x SD x SD x SD x SDx SD x S D x SD x SD x SDx SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x S D x SDxSDxSDxSDx SDx SDxSDxSDxSDx SDx SDx SDx S D x S D x S D x SDx SDx SDx SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx W x W x W x Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SDx SDxWxWx OH P x OH P x OH P x OH P x OH P x SD x SD x SD x Wx WxOA K E S D A L E A V E S W X OHPx OHPx OHPx OHPxOHTx OH P x OH P x OH P x OHPx OHPx OHPx OHPx OHPx OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x O H P x O H P x OH P x OH P x OHPx X X X X X X X X X SS x SSx SSx SSx SSx SSx SDx SDx SDx SDx SDx SSx SSx SSx SSx SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SDx SDx SD x SDx SD x SD x SDx SD x SDx SDx SDx SDx S D x SD x SD x SD x SDx SD x S D x SD x SD x SDx SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x S D x SDxSDxSDxSDx SDx SDxSDxSDxSDx SDx SDx SDx S D x S D x S D x SDx SDx SDx SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx W x W x W x Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SDx SDxWxWx OH P x OH P x OH P x OH P x OH P x SD x SD x SD x Wx Wx X OHPx OHPx OHPx OHPxOHTx OH P x OH P x OH P x OHPx OHPx OHPx OHPx OHPx OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x O H P x O H P x OH P x OH P x OHPx X X X X X X X X X SS x SSx SSx SSx SSx SSx SDx SDx SDx SDx SDx SSx SSx SSx SSx SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SDx SDx SD x SDx SD x SD x SDx SD x SDx SDx SDx SDx S D x SD x SD x SD x SDx SD x S D x SD x SD x SDx SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x S D x SDxSDxSDxSDx SDx SDxSDxSDxSDx SDx SDx SDx S D x S D x S D x SDx SDx SDx SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx W x W x W x Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SDx SDx SDxWxWx OH P x OH P x OH P x OH P x OH P x SD x SD x SD x Wx Wx 1 4 8 12 20 2 5 9 13 21 3 6 10 14 22 7 11 15 16 17 18 23 19 17 18 16 15 14 13 12 11 10 9 6 8 7 3 SW 16TH STI-405 SW GR A D Y W Y 0 15 30 60 1"=30' 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T O N R E GI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 100 200 400 1"=200' OVERALL PAVING PLAN ## Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit SW 16 T H S T I-405 SOUT H W E S T G R A D Y W A Y LONGA C R E S D R S W J A C K S O N P L S W SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx S D x S D x 0 15 30 60 1"=30' CONTINUED - SEE SHEET C5.04 CO N T I N U E D - S E E S H E E T C 5 . 0 2 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R E GI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON PAVING PLAN ##R Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit SW 16TH ST X X X X X X X X XXXXXX X SSx SSx SSx SSx SSx SSx SS x SS x SDx SDx SDx SDx SDx S D x S D x S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x S D x S D x SD x SD x S D x S D x SDx S D x SD x SDx SDx SDx SDx SDx SDx SDx SDx S D x SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x W x W x Wx Wx W x Wx Wx SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx CONTINUED - SEE SHEET C5.05 CO N T I N U E D - S E E S H E E T C 5 . 0 3 CO N T I N U E D - S E E S H E E T C 5 . 0 1 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON PAVING PLAN ##R 1 WATER MAIN DEMOLITION EXTENTS JAS 6/12/23 WCA 0 15 30 60 1"=30' Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit SW 16TH ST OA K E S D A L E AV E S W OH P x OH P x OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x SS x SDx SDx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x S S x S S x S S x SSx SS x SS x SS x SS x SS x SSx SSx SS x SS x SS x SS x SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx W xWx Wx WxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx CONTINUED - SEE SHEET C5.06 CO N T I N U E D - S E E S H E E T C 5 . 0 2 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON PAVING PLAN R 0 15 30 60 1"=30' ## Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to editL O N G A C R E S D R S W 18 OHPx OHPx OHPx OHPx OHPx OHP x OHP x OHP x OHP x OHP x OHPx OHPx OHPx OH P x OH P x OHP x X X X X X X X X X X X X X X X X X SDx S D x SDx SDx SDx SDx SDx S D x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x S D x S D x S D x S D x SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x S D x S D x S D x S D x S D x S D x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x S D x S D x S D x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x W x W x W x SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x CONCRETE CURB AND GUTTER, PER RENTON STANDARD PLAN 101 CONCRETE CURB AND GUTTER, PER RENTON STANDARD PLAN 101 7 INCH HMA CLASS 1/2 PG 64-22 OVER 6 INCH CSBC CONCRETE CURB AND GUTTER, PER RENTON STANDARD PLAN 101 7 INCH HMA CLASS 1/2 PG 64-22 OVER 6 INCH CSBC 7 INCH HMA CLASS 1/2 PG 64-22 OVER 6 INCH CSBC R25' R285.6' R171.4' R50 ' R99.6' R51.4' R149 . 4 ' R 2 7 8 ' R300' R50' R 2 8 ' CONTINUED - SEE SHEET C5.08 CO N T I N U E D - S E E S H E E T C 5 . 0 5 CONTINUED - SEE SHEET C5.01 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T ON R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON ##R 0 15 30 60 1"=30' PAVING PLAN Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit 3 SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x SS x SS x SS x SS x SD x SD x SD x SD x SD x SD x S D x SDx SDx SD x SD x SDx SDx SDx SDx SDxSDxSDxSDxSDxSDxSDxSDx SDxSDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x S D x S D x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x S D x SDx SDx SDx SDx SDx W x W x W x W x W x W x W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx W x W x W x W x W x W x W x W x W x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDxSDxSDx SD x SDx SD x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x CONTINUED - SEE SHEET C5.09 CO N T I N U E D - S E E S H E E T C 5 . 0 6 CO N T I N U E D - S E E S H E E T C 5 . 0 4 CONTINUED - SEE SHEET C5.02 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T ON R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON ##R 1 WATER MAIN DEMOLITION EXTENTS JAS 6/12/23 WCA 0 15 30 60 1"=30' PAVING PLAN Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit OA K E S D A L E A V E S W OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x SS x SS x SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx SDx SDx SDx SSx SSx SSx SSx SSx SSx SSx SS x SS x S S x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x S D x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x S D x S D x SD x SD x SD x SD x SD x SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x CONTINUED - SEE SHEET C5.10 CO N T I N U E D - S E E S H E E T C 5 . 0 5 CONTINUED - SEE SHEET C5.03 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' PAVING PLAN ## CO N T I N U E D - S E E S H E E T C 5 . 0 7 Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit CONTINUED - SEE SHEET C5.11 CO N T I N U E D - S E E S H E E T C 5 . 0 6 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' PAVING PLAN ## Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit 17 16 DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H DI T C H X X X X X X X X X X X X X X X X X X X X X X X X X X X X SD x SD x SD x S D x SD x S D x S D x S D x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x CONCRETE CURB AND GUTTER, PER RENTON STANDARD PLAN 101 7 INCH HMA CLASS 1/2 PG 64-22 OVER 6 INCH CSBC CONCRETE CURB AND GUTTER, PER RENTON STANDARD PLAN 101 7 INCH HMA CLASS 1/2 PG 64-22 OVER 6 INCH CSBC CONCRETE CURB AND GUTTER, PER RENTON STANDARD PLAN 101 7 INCH HMA CLASS 1/2 PG 64-22 OVER 6 INCH CSBC R2133.5'R2111.5' CONTINUED - SEE SHEET C5.12 CO N T I N U E D - S E E S H E E T C 5 . 0 9 CONTINUED - SEE SHEET C5.04 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T ON R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON ##R 0 15 30 60 1"=30' PAVING PLAN Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit WETLAND A S D x S D x S D x SDx SDx SDx SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x S D x Wx Wx Wx Wx Wx Wx W x W x W x W x W x W x W x W x Wx W x W x W x W x W x W x W x Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx S D x S D x S D x SD x S D x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x CONTINUED - SEE SHEET C5.13 CO N T I N U E D - S E E S H E E T C 5 . 0 8 CONTINUED - SEE SHEET C5.05 CO N T I N U E D - S E E S H E E T C 5 . 1 0 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON ##R 0 15 30 60 1"=30' PAVING PLAN Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit OA K E S D A L E A V E S W OH P x OH P x OH P x OH P x OH P x OH P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x O H P x SS x SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SS x SS x SS x SSx SSx SSx SS x SS x SSx SSx SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SD x S D x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x S D x S D x S D x S D x S D x S D x S D x S D x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x W x W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x W x Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx S D x S D x S D x S D x S D x S D x SD x S D x S D x SD x SDx SDx SDx SDx SDx SD x S D x S D x Wx Wx Wx Wx Wx Wx Wx R 5 0 ' R41.7'R23.8' R15.9' R18.9' R34.7' CO N T I N U E D - S E E S H E E T C 5 . 0 9 CONTINUED - SEE SHEET C5.06 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON ##R 0 15 30 60 1"=30' PAVING PLAN CONTINUED - SEE SHEET C5.14 CO N T I N U E D - S E E S H E E T C 5 . 1 1 Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit CO N T I N U E D - S E E S H E E T C 5 . 1 0 CONTINUED - SEE SHEET C5.07 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON ##R 0 15 30 60 1"=30' PAVING PLAN CONTINUED - SEE SHEET C5.15 Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit POND B 15 OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x X X X DI T C H DI T C H DI T C H DI T C H X X X X X X X X X X X X X X X X X X X X X X X X Wx Wx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx S D x SD x SD x CONCRETE CURB AND GUTTER, PER RENTON STANDARD PLAN 101 7 INCH HMA CLASS 1/2 PG 64-22 OVER 6 INCH CSBC CONCRETE CURB AND GUTTER, PER RENTON STANDARD PLAN 101 7 INCH HMA CLASS 1/2 PG 64-22 OVER 6 INCH CSBC CONCRETE CURB AND GUTTER, PER RENTON STANDARD PLAN 101 7 INCH HMA CLASS 1/2 PG 64-22 OVER 6 INCH CSBC R25 ' R 2 5 ' R25 ' R 2 5 ' CO N T I N U E D - S E E S H E E T C 5 . 1 3 CONTINUED - SEE SHEET C5.08 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T ON R E GI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON ##R 0 15 30 60 1"=30' PAVING PLAN CONTINUED - SEE SHEET C5.16 Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit X SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x S D x S D x S D x Wx Wx Wx Wx Wx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDxSDx SDx SDx SD x SD x SDx SDx SDx SD x SD x SD x Wx Wx Wx Wx Wx Wx SDx SDx SDx Wx Wx Wx Wx SDx SDx SDx CO N T I N U E D - S E E S H E E T C 5 . 1 2 CONTINUED - SEE SHEET C5.09 CO N T I N U E D - S E E S H E E T C 5 . 1 4 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON ##R 0 15 30 60 1"=30' PAVING PLAN CONTINUED - SEE SHEET C5.17 Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit OA K E S D A L E A V E S W 66' 90' 36 ' 35 ' 22 ' 66' 90' OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x S S x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SSx SSx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx S D x S D x SDx SDx SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx W x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SDx SDx SD x SD x SDx S S x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SD x SDx SD x SDx SDx SDx OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x Wx Wx Wx Wx Wx WxCO N T I N U E D - S E E S H E E T C 5 . 1 3 CONTINUED - SEE SHEET C5.10 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R CONTINUED - SEE SHEET C5.18 0 15 30 60 1"=30' PAVING PLAN ## CO N T I N U E D - S E E S H E E T C 5 . 1 5 Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit 7 S D x S D x S D x S D x S D x CO N T I N U E D - S E E S H E E T C 5 . 1 4 CONTINUED - SEE SHEET C5.11 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R CONTINUED - SEE SHEET C5.19 0 15 30 60 1"=30' PAVING PLAN ## Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit POND B 14 13 OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x S D x S D x S D x S D x S D x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x S D x SD x S D x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x CONCRETE CURB AND GUTTER, PER RENTON STANDARD PLAN 101 7 INCH HMA CLASS 1/2 PG 64-22 OVER 6 INCH CSBC CONCRETE CURB AND GUTTER, PER RENTON STANDARD PLAN 101 7 INCH HMA CLASS 1/2 PG 64-22 OVER 6 INCH CSBC CONCRETE CURB AND GUTTER, PER RENTON STANDARD PLAN 101 7 INCH HMA CLASS 1/2 PG 64-22 OVER 6 INCH CSBC CONTINUED - SEE SHEET C5.12 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R CONTINUED - SEE SHEET C5.20 0 15 30 60 1"=30' PAVING PLAN CO N T I N U E D - S E E S H E E T C 5 . 1 7 ## Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit POND B SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SDxSDx SDx SDxSDx S D x SD x SDx SDx 7 INCH HMA CLASS 1/2 PG 64-22 OVER 6 INCH CSBC CO N T I N U E D - S E E S H E E T C 5 . 1 6 CONTINUED - SEE SHEET C5.13 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R E GI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R CONTINUED - SEE SHEET C5.21 0 15 30 60 1"=30' PAVING PLAN CO N T I N U E D - S E E S H E E T C 5 . 1 8 ## Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit OA K E S D A L E A V E S W 66' 90' 6 8 SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx S D x SD x SD x SD x SD x SD x SD x SDx SDx SDx SDx SDx SDx SDx SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x S D x SD x SD x SD x SD x SD x SDx SDx SD x SD x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx S D x SD x SD x SD x SD x SDx SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x SD x SD x SD x SD x SD x SD x SD x CO N T I N U E D - S E E S H E E T C 5 . 1 7 CONTINUED - SEE SHEET C5.14 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R CONTINUED - SEE SHEET C5.22 0 15 30 60 1"=30' PAVING PLAN ## CO N T I N U E D - S E E S H E E T C 5 . 1 9 Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit S D x SD x SD x SD x SD x SD x SD x SD x S D x S D x S D x S D x S D x S D x CO N T I N U E D - S E E S H E E T C 5 . 1 8 CONTINUED - SEE SHEET C5.15 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R CONTINUED - SEE SHEET C5.23 0 15 30 60 1"=30' PAVING PLAN ## Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit 12 OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx CAR CARCARCARCARCARCAR CAR CONCRETE CURB AND GUTTER, PER RENTON STANDARD PLAN 101 7 INCH HMA CLASS 1/2 PG 64-22 OVER 6 INCH CSBC CONCRETE CURB AND GUTTER, PER RENTON STANDARD PLAN 101 7 INCH HMA CLASS 1/2 PG 64-22 OVER 6 INCH CSBC 10+00.00 11+00.00 12 + 0 0 . 0 0 PI : 1 1 + 2 0 . 9 5 P I : 1 1 + 5 7 . 8 3 9+50.00 10+50.00 11+ 5 0 . 0 0 CONTINUED - SEE SHEET C5.16 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T ON R E GI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' PAVING PLAN CO N T I N U E D - S E E S H E E T C 5 . 2 1 ## Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit 11 10 OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx CAR CAR CAR VAN CAR VAN CAR CARCARCARCAR CAR CAR CAR CAR CAR CAR CAR CAR CAR CAR CAR CARCARCARCAR CAR CONCRETE CURB AND GUTTER, PER RENTON STANDARD PLAN 101 7 INCH HMA CLASS 1/2 PG 64-22 OVER 6 INCH CSBC CONCRETE CURB AND GUTTER, PER RENTON STANDARD PLAN 101 7 INCH HMA CLASS 1/2 PG 64-22 OVER 6 INCH CSBC 2+00.00 3+00.00 4+00.00 5+00.00 6+00.00 7+00.00 8+00.00 9+00.00 PI : 7 + 2 3 . 8 5 PI: 7 + 6 5 . 1 8 2+50.00 3+50.00 4+50.00 5+50.00 6+50.00 7+ 5 0 . 0 0 8+50.00 43 ' CONTINUED - SEE SHEET C5.17 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T ON R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' PAVING PLAN CO N T I N U E D - S E E S H E E T C 5 . 2 0 CO N T I N U E D - S E E S H E E T C 5 . 2 2 ## Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit OA K E S D A L E A V E S W 66' 90' 9 OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHTx OHTx OHTx OHTx OHTx OHTx OHTx OHTx OHTx O H P x O H P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x OH P x SDx SDx SD x SD x SD x SD x SDx SDx SD x SD x SD x SD x SD x SD x SDx SDx SDx SD x SSx SSx SSx SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SD x SDx SDx SD x SD x SD x SD x SD x SD x Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx OH P x OH P x OH P x CONCRETE CURB AND GUTTER, PER RENTON STANDARD PLAN 101 7 INCH HMA CLASS 1/2 PG 64-22 OVER 6 INCH CSBC CONCRETE CURB AND GUTTER, PER RENTON STANDARD PLAN 101 7 INCH HMA CLASS 1/2 PG 64-22 OVER 6 INCH CSBC 0+00.00 1+00.00 2+00.00 BP : 0 + 0 0 . 0 0 0+50.00 1+50.00 CONTINUED - SEE SHEET C5.18 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' PAVING PLAN CO N T I N U E D - S E E S H E E T C 5 . 2 1 ## CO N T I N U E D - S E E S H E E T C 5 . 2 3 Legend PROPERTY LINE ASPHALT PAVEMENT CONCRETE PAVEMENT GRAVEL CONCRETE RETAINING WALL CONCRETE CURB Do not use BlockEdit, Use LEGEND to edit CONTINUED - SEE SHEET C5.19 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON R 0 15 30 60 1"=30' PAVING PLAN CO N T I N U E D - S E E S H E E T C 5 . 2 2 ## 5Not Used 2Cement Concrete Sidewalk1Cement Concrete Curbs 3Curb and Gutter Replacement Detail JOINT SPACING DEPTH (SD) SEALANT RESERVOIR TABLE WIDTH (W) PAVEMENT DEPTH JOINT SPACING JOINT SPACING TABLE DETAIL A NOTE: CONCRETE PAVING SEE DETAIL SAWCUT CONCRETE, USE BACKER ROD AND FILL W/ SEALANT, SEE RESERVOIR TABLE. W BUTYL OR POLYPROPYLENE ROPE OR BACKER ROD PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS ON GRADE TO BREAK SLAB INTO RECTANGULAR AREAS, SEE JOINT SPACING TABLE BELOW. AREAS TO BE APPROXIMATELY SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT.SEE ARCHITECTURAL PLANS FOR STAMP PATTERN, COLOR AND FINISH. 5" 6" 7" 8" 10" 12" 14" 9-11' 11-13' 13-15' 15-17' 18-21' 20-25' 25-28' 9-14' 11-14' 15-17' 15-18' 20-25' 25-28' 1/8" 1/8" 1/4" 1/4" 1/2" 1/2" 1/4" MIN 1/4" MIN 3/8" MIN 3/8" MIN 1/2" MIN 3/4" MIN 1/4D SD 1/4D 6Asphalt Paving Section 4Transverse Patch: Flexible/Rigid Pavement w/Overlay 7Concrete Paving Control Joint FINISHED GRADE SUBGRADE 12" (MIN) STRUCTURAL FILL AS REQUIRED OR EXISTING SUBGRADE COMPACTED TO 95% MAX DENSITY PER ASTM D 1557 6" CRUSHED SURFACE BASE COURSE COMPACT TO 95% MAX DENSITY 4" HMA CLASS 1/2" W/ PG 64-22 ASPHALT BINDER EX UNDISTURBED PAVEMENT SUB-BASE MUST BE COMPACTED TO 95% MAX DENSITY PER ASTM D 1557 EXISTING ASPHALT 12" MIN SAWCUT, TACK AND MATCH EX ASPHALT FULL DEPTH 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708 STA T E O F WASHI N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER C ORB.BYHTOMIT Y A W K A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. TE D - # # - # # # # LONGACRES MASTER PLAN RENTON, WASHINGTON LO N G A C R E S M A S T E R P L A N LU A # # - # # # # # # C# # # # # # # # LO N G A C R E S M A S T E R P L A N -#### PR # # - # # # # # # CITY OF RENTON PAVING DETAILS ##R INFRASTRUCTURE ENCLOSUREASI-004 JAS 8/25/23 WCA