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0 B 01 F G L'I J r THE AUTO SUPERSTORE CARMAX Auto Super Stores, Inc. Civil Permit Set Renton, WA LUA15-000288 STORE 7252 PROJECT TEAM OWNER CIVIL ENGINEER CARMAX AUTO SUPERSTORE WEST COAST PACLAND 12800 TUCKAHOE CREEK PARKWAY 1505 WESTLAKE AVENUE N., SUITE 305 RICHMOND, VA 23238-1115 SEATTLE, WA 98109 PHONE: 804.747.0422 PHONE: 206.522.9510 FAX: 804.935.4547 FAX: 206.522.8344 CONTACT: LANCE MASON CONTACT: BILL FORTUNATO, P.E. ENTITLEMENTS CONSULTANT SURVEYOR CENTERPOINT INTEGRATED SOLUTIONS, LLC KENT, WA 98032 1240 BERGEN PKWY, SUITE A-250 PACE ENGINEERS EVERGREEN, CO 80439 11255 KIRKLAND WAY, SUITE 300 PHONE: 303.679.6975 KIRKLAND, WA 98033 FAX: 303.670.4172 PHONE: 425.827.2014 CONTACT: AMANDA STEINLE FAX: 425.827.5043 425.430-7382 CONTACT: DAVE FULTON ARCHITECT/ SITE PLANNER CONTACT: ANN FOWLER CONTACT: ANN FOWLER GEOTECHNICAL ENGINEER TERRY L. HERR, AIA ARCHITECT IN Is by. ASSOCIATION WITH PIEPER, O'BRIEN, HERR ARCHITECTS ZIPPER GEO ASSOCIATES, LLC 3000 ROYAL BLVD. SOUTH 19023 36TH AVENUE W., SUITE D ALPHARETTA, GA 30022 LYNNWOOD, WA 98036 PHONE: 770.569.1706 425.582.9928 FAX: 770.569.1786 CONTACT: JAMES P. GEORGIS, L.E.G. CONTACT: IAN HALSEY LIST OF CONTACTS U16003156 GENERAL NOTES 1. TOTAL CUSTOMER/EMPLOYEE PARKING SPACES: REQUIRED = 48 SPACES PROVIDED = 348 SPACES 2. CUSTOMER/EMPLOYEE PARKING SPACE SIZE: REQUIREMENTS = 9'X20' PROVIDED = 9'X20' SITE PARCEL I.D. NOS: INDUSTRIAL MEDIUM (IM): 1253600030 3. SITE ADDRESS = 3751 EAST VALLEY ROAD; RENTON, WA 4. TOTAL SITE ACREAGE = 12.28 ACRES 5. TOTAL DISTURBED ACREAGE = 10.81 ACRES 6. AREA BREAKDOWN: BUILDING = 20,217 SF= 3.8% PAVEMENT/IMPERVIOUS = 357,732 SF= 66.9% LANDSCAPE/GRASSED = 129,618 SF = 24.2% DETENTION PONDS = 27,350 SF = 5.1% TOTAL = 534,917 SF = 100% 7. SITE LIES WITHIN FEMA REGULATORY ZONE A. 8. ALL VEHICLE LOADING AND UNLOADING IS TO OCCUR IN THE CARRIER LOADING ZONE. ANY USE OF PUBLIC SPACE WILL REQUIRE PERMITTING WITH THE CIN OF RENTON. 9. USE PERMITTED UNDER RMC 4-2-080 A.29 STORM DRAINAGE, SANITARY SEWER, GAS SITE PLANNING&ZONING PUBLIC WORKS DEPARTMENT & DOMESTIC WATER 11,138 SF _ of tes8j,1�T2 PRESENTATION: PUGET SOUND ENERGY RENTON CITY HALL RENTON CITY HALL CITY OF RENTON 8001 S. 212TH ST. PLANNING& COMMUNITY DEVELOPMENT PUBLIC WORKS DEPARMTENT PUBLIC WORKS DEPARMTENT KENT, WA 98032 1055 S. GRADY WAY 1055 S. GRADY WAY 1055 S. GRADY WAY 405 SPACES RENTON, WA 98057 RENTON, WA 98057 RENTON, WA 98057 POWER 425.430.6598 425.430-7382 425.430-7382 CONTACT: JILL DING CONTACT: ANN FOWLER CONTACT: ANN FOWLER PUGET SOUND ENERGY ADProved Is by. 6905 S. 228TH ST. BUILDING DEPARTMENT FIRE DEPARTMENT KENT, WA 98032 CV -1.0 NOTES & INFORMATION SHEEr RENTON CITY HALL 425.430.7024 BUILDING CODE OFFICIAL CONTACT: COREY THOMAS 1055 S. GRADY WAY RENTON, WA 98057 425.430.7290 CS -1.0 EXISTING CONDITIONS PLAND-1.0 CONTACT: CRAIG BURNELL ■■■■■■■■■■ L "S(2)/M" ANK CLp SALES 11,138 SF _ of tes8j,1�T2 PRESENTATION: 2,022 SF CAR WASH , , �3�5 _ 20,216 SF PARKING SPACES m. s Approved Approved by by SALES (9' WIDE) 405 SPACES 1505 Westlake Ave. N. T (2D6) 522-9510 �O •y& P�18T6ggo .g 9yy ® APProvad by Supe 305 F (206) 522-8344 AL 8F Seattle. WA 98109 wxw.P4dxlo.ox� mown ADProved Is by. CITY OF RENTON _ Date--- Date-- Date--- Date-- NO. ate-__Date__Date-_Date NO. REVISION PROJECT DATA BOX ij BUILDING PROTO DESIGNATION: "S(2)/M" AREA: SALES 11,138 SF SERVICE (M): 61137 SF PRESENTATION: 2,022 SF CAR WASH 919 SF TOTAL: 20,216 SF PARKING SPACES CUSTOMER/EMPLOYEE (9' WIDE) 348 SPACES SALES DISPLAY SALES (9' WIDE) 405 SPACES LEGAL DESCRIPTION SEE SHEET CV -1.1 FOR LEGAL DESCRIPTION. HEARING EXAMINER CONDITIONS OF APPROVAL SEE SHEET CV -1.1 FOR HEARING EXAMINER CONDITIONS OF APPROVAL SEPA MITIGATION CONDITIONS SEE SHEET CV -1.1 FOR SEPA MITIGATION CONDITIONS. ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE NTH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON AN AS -BUILT SURVEY PREPARED BY INFORMED LAND SURVEY, DATED 9/5/17 AND 9/20/17. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR AND SURVEYOR PROVIDED RECORD INFORMATION. PACLAND CERTIFICATION BY VFF� DATE 47-1b- 7-7 1. REFER TO THE GEOTECHNICAL ENGINEERING REPORT, DATED FEBRUARY 7, 2014s AND SUPPLEMENTAL GEOTECHNICAL DATA REPORT, DATED MAY 6, 2016, PREPARED BY ZIPPER GEO NOTES: ASSOCIATES AND INCLUDED AS PART OF THE CONSTRUCTION DOCUMENTS. 1. SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS, CURRENT WSDOT SPECIFICATIONS, AND CITY OF RENTON STANDARDS WHICH ARE HEREBY REFERENCED AS PART OF THESE PLANS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 4. ALL NECESSARY INSPECTION AND/OR CERTIFICATIONS REWIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 5. SITE WORK FOR THIS PROJECT SHALL BE CONSTRUCTED PER THE APPROVED, SIGNED CONSTRUCTION PLANS. ELECTRONIC FILES SHALL NOT BE CONSIDERED CONSTRUCTION DOCUMENTS UNLESS SPECIFICALLY STATED AS SUCH AND HANDLED IN ACCORDANCE WITH THE BID DOCUMENTS, SIGNED PAPER PLANS SHALL TAKE PRECEDENCE OVER ELECTRONIC FILES. 6. THE CONTRACTOR SHALL MAINTAIN A SET OF THE CONSTRUCTION PLANS ON-SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. AS NOTED »lml"' & CITY OF CA STORE NO. 7252 "i1/os/17 W" RENTON ----- .� THE AUTO SUPERSTORE � DATUM NOTES & INFORMATION w WF Planning/Building/Public Works Dept. CV -1.O BY DATE APPR WF � AS -BUILT w R-394030 16 0 0 315 6 SHEET INDEX ■■■■■■■■■■ CV -1.0 NOTES & INFORMATION SHEEr CS -1.0 EXISTING CONDITIONS PLAND-1.0 ■■■■■■■■■■ DEMOLITION PLAN D-1.1 EROSION CONTROL PLAN, PH. I D-1.2 EROSION CONTROL PLAN, PH. 11 EROSION CONTROL DIFTAILSC-6.3 ■■■■■■■■■■ EROSION CONTROL DIFTAILS C-1.1 SITE DIMENSIONS PLAN C-1.3 LIGHT POLE LOCATION PLAN C-2.0 GRADING AND DRAINAGE PLAN C-2.1 STORM DRAINAGE PROFILES STORM DRAINAGE DETAILS WATERD-2.1 NOTES& DETAILSC-B.2 ■■■■■■■■■■ SITE DETAILS SITE DETAILS C-9.0 DETAILSC-B.1 SITE ■■■■■■■■■■ C-9.2 SITE DETAILS L-1.0 LANDSCAPE PLAN L-2.0 IRRIGATION PLAN 1. REFER TO THE GEOTECHNICAL ENGINEERING REPORT, DATED FEBRUARY 7, 2014s AND SUPPLEMENTAL GEOTECHNICAL DATA REPORT, DATED MAY 6, 2016, PREPARED BY ZIPPER GEO NOTES: ASSOCIATES AND INCLUDED AS PART OF THE CONSTRUCTION DOCUMENTS. 1. SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS, CURRENT WSDOT SPECIFICATIONS, AND CITY OF RENTON STANDARDS WHICH ARE HEREBY REFERENCED AS PART OF THESE PLANS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 4. ALL NECESSARY INSPECTION AND/OR CERTIFICATIONS REWIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 5. SITE WORK FOR THIS PROJECT SHALL BE CONSTRUCTED PER THE APPROVED, SIGNED CONSTRUCTION PLANS. ELECTRONIC FILES SHALL NOT BE CONSIDERED CONSTRUCTION DOCUMENTS UNLESS SPECIFICALLY STATED AS SUCH AND HANDLED IN ACCORDANCE WITH THE BID DOCUMENTS, SIGNED PAPER PLANS SHALL TAKE PRECEDENCE OVER ELECTRONIC FILES. 6. THE CONTRACTOR SHALL MAINTAIN A SET OF THE CONSTRUCTION PLANS ON-SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. AS NOTED »lml"' & CITY OF CA STORE NO. 7252 "i1/os/17 W" RENTON ----- .� THE AUTO SUPERSTORE � DATUM NOTES & INFORMATION w WF Planning/Building/Public Works Dept. CV -1.O BY DATE APPR WF � AS -BUILT w R-394030 16 0 0 315 6 N to N r z W lr O F- X a Ir a U E 0 i 0 0 0 z 0 B C IN 01 F G w J 51 LEGAL DESCRIPTION (PER CHICAGO TITLE COMPANY ORDER NO. 1354998 DATED NOVEMBER 17, 2014) LOT 3, BURLINGTON NORTHERN, A BINDING SITE PLAN, (BSP -014-92) ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 161 OF PLATS, PAGES 8 THROUGH 11, INCLUSIVE, IN KING COUNTY, WASHINGTON, EXCEPT THAT PORTION OF LOT 3, OF SAID BINDING SITE PLAN, LYING NORTH OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY LINE OF LOT 3 THAT IS 23.80 FEET SOUTH OF THE NORTHEAST CORNER OF LOT 3, OF SAID BINDING SITE PLAN, THENCE NORTH 88'09'51" WEST A DISTANCE OF 875.52 FEET, MORE OR LESS, TO A POINT ON THE WESTERLY LINE OF SAID LOT 3 AND THE TERMINUS OF THIS DESCRIPTION, SAID POINT OF TERMINUS BEING 80.88 FEET SOUTH OF THE ORIGINAL NORTHWEST CORNER OF LOT 3; ALSO KNOWN AS NEW LOT 3 OF CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA-94-157—LLA, RECORDED UNDER KING COUNTY RECORDING NUMBER 9511299006; SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. BENCHMARK DATA VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88) AS ESTABLISHED FROM CITY OF RENTON SURVEY CONTROL POINTS #1544 (MONUMENT AT THE INTERSECTION OF EAST VALLEY RD. AND SW 34TH ST.) AND #1241 (MONUMENT AT THE INTERSECTION OF EAST VALLEY RD. AND SW 41ST STREET ) CONTROLLING BENCHMARK: CITY OF RENTON BENCHMARK NO. 1544, PUBLISHED ELEVATION = 6.022 M. / 19.757 FT. BASIS OF BEARINGS HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 / 1991 ADJUSTMENT (NAD 83/91) HOLDING COORDINATES OF SY4 CORNER, SEC. 30-23-5, PER KING COUNTY SURVEY CONTROL POINT# 3812/849 CITY OF RENTON SURVEY CONTROL POINTS #1160 (MONUMENT AT THE NORTH Y CORNER SECTION 30, T23N., R05E.) AND #1864 (MONUMENT AT THE INTERSECTION OF SW 39TH STREET AND RAYMOND AVE SW) BASIS OF BEARINGS: CENTERLINE OF EAST VALLEY HIGHWAY PER CITY OF RENTON LOT LINE ADJUSTMENT NO. WA-94-157—LLA, REC. NO. 9511299006 (NORTH 01'50'09" EAST) HEARING EXAMINER CONDITIONS OF APPROVAL 1. THE APPLICANT SHALL COMPLY WITH THE ONE MITIGATION MEASURE ISSUED AS PART OF THE DETERMINATION OF NON—SIGNIFICANCE MITIGATED, DATED JUNE 1, 2015. 2. THE APPLICANT SHALL BE REQUIRED TO PROVIDE ON—SITE LANDSCAPE BUFFERS ALONG THE PERIMETER OF THE SITE ADJACENT TO SW 41st ST AND EAST VALLEY RD TO A MINIMUM WIDTH OF 15 FEET IN ORDER TO ACCOMMODATE A VARIETY OF VEGETATION. ADDITIONALLY, A MINIMUM 1,000 SQUARE FOOT GATEWAY/LANDSCAPE AREA SHALL BE PROVIDED AT THE CORNER OF SW 41st ST AND EAST VALLEY RD. ALL PERIMETER PARKING LOT LANDSCAPING SHALL BE REVISED TO INCLUDE THE FOLLOWING: TREES PLANTED ALONG THE STREET FRONTAGE IN CLUSTERS; SHRUBS PLANTED AT THE MINIMUM RATE OF ONE PER 20 SQUARE FEET OF LANDSCAPED AREA; GROUND COVER IN SUFFICIENT QUANTITIES TO PROVIDE AT LEAST 90% COVERAGE OF THE LANDSCAPED AREA WITHIN THREE YEARS OF INSTALLATION. EXISTING HEALTHY MATURE TREES WHICH ARE LOCATED 'MTHIN PERIMETER LANDSCAPE BUFFERS SHALL BE MAINTAINED TO THE MAXIMUM EXTENT POSSIBLE AND PROTECTED DURING CONSTRUCTION UNLESS DETERMINED BY AND ARBORIST THAT SUCH TREE IS DEAD, DISEASED, OR DANGEROUS. UNDERGROUND SPRINKLER SYSTEMS ARE REQUIRED TO BE INSTALLED AND MAINTAINED FOR ALL LANDSCAPED AREAS. THE SPRINKLER SYSTEM SHALL PROVIDE FULL WATER COVERAGE OF THE PLANTED AREAS SPECIFIED ON THE PLAN. A REVISED LANDSCAPE AND IRRIGATION PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL 3. THE APPLICANT SHALL PROVIDE A DETAILED PLAN IDENTIFYING THE LOCATION AND SCREENING PROVIDED FOR SURFACE AND ROOF MOUNTED EQUIPMENT. THE SCREENING PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 4. THE APPLICANT SHALL BE REQUIRED TO PROVIDE WETLAND SIGNAGE AND SPLIT RAIL FENCING PLAN ALONG THE EXISTING WETLAND BUFFER TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ENGINEERING PERMIT APPROVAL THE CONSTRUCTION OF THE SPLIT RAIL FENCING AND SIGNAGE SHALL OCCUR PRIOR TO TEMPORARY OCCUPANCY. 5. IF THE PROPOSAL SIGNIFICANTLY AND ADVERSELY IMPACTS THE CRITICAL AREAS AS DETERMINED BY STAFF PRIOR TO FINAL PLAT APPROVAL, THE APPLICANT SHALL BE REQUIRED TO SUBMIT A MITIGATION PLAN COMPLYING WITH RMC 4-3-050 AND INCLUDE BASELINE INFORMATION FOR THE ACT III THEATER MITIGATION PLAN (DATED SEPTEMBER 16, 1991). THE MITIGATION PLAN, IF NECESSARY, SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 6. THE APPLICANT SHALL BE REQUIRED TO SUBMIT A FINAL SIGN PACKAGE WHICH INDICATES THE APPROXIMATE LOCATION OF ALL EXTERIOR BUILDING SIGNAGE. PROPOSED SIGNAGE SHALL BE COMPATIBLE WITH THE BUILDING'S ARCHITECTURE AND EXTERIOR FINISHES AND CONTRIBUTE TO THE CHARACTER OF THE DEVELOPMENT. THE BASE FOR THE PROPOSED PYLON SIGN SHALL INCLUDE DESIGN ELEMENTS WHICH MINIMIZE IMPACTS ON THE PEDESTRIAN ENVIRONMENT. THE SIGN PACKAGE SHALL BE SUBMITTED TO, AND APPROVED BY, CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 7. THE APPLICANT SHALL BE REQUIRED TO REPLACE THE PROPOSED GUARDRAIL WITH ORNAMENTAL FENCING. A REVISED LANDSCAPE PLAN, WITH ALTERNATIVE FENCING, SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. THE APPLICANT HAS SUBMITTED A BOLLARD ALTERNATIVE TO THE GUARDRAIL WHICH WOULD SERVE TO COMPLY WITH THE RECOMMENDED CONDITION OF APPROVAL (EXHIBIT 16). B. THE APPLICANT SHALL BE REQUIRED TO PROVIDE AND ADDITIONAL PEDESTRIAN CONNECTION FROM THE PROPOSED ENTRANCE ACROSS THE CNETER DRIVE AISLE TO THE SOUTHERN PORTION OF THE SITE. ADDITIONALLY, ALL DESIGNATED PEDESTRIAN AREAS SHALL BE DIFFERENTIATED, IN MATERIAL, FROM DRIVE AISLES. A REVISED SITE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 9. THE APPLICANT SHALL SUBMIT A MATERIALS BOARD SUBJECT TO THE APPROVAL OF THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. THE BOARD SHALL INCLUDE COLOR AND MATERIALS FOR THE FOLLOWING: FACADE TREATMENTS, WNDOW'S/FRAMES, AND COLUMNS. 10. THE APPLICANT SHALL PROVIDE A LIGHTING PLAN THAT ADEQUATELY PROVIDES FOR PUBLIC SAFETY WITHOUT CASTING EXCESSIVE GLARE ON ADJACENT PROPERTIES; AT THE TIME OF BUILDING PERMIT REVIEW. PEDESTRIAN SCALE AND DOWNLIGHTNG SHALL BE USED IN AL CASES TO ASSURE SAFE PEDESTRIAN AND VEHICULAR MOVEMENT, UNLESS ALTERNATIVE PEDESTRIAN SCALE LIGHTING HAS BEEN APPROVED ADMINISTRATIVELY OR IS SPECIFICALLY LISTED AS EXEMPT FROM PROVISIONS LOCATED IN RMC 4-4-075 LIGHTING, EXTERIOR ON—SITE. 11. THE APPLICANT SHALL SUBMIT BICYCLE PARKING DETAIL DEMONSTRATING COMPLIANCE WITH THE BICYCLE REQUIREMENTS OUTLINED IN RMC 4-4-080F.11.c FOR FIXED STRUCTURES. THE BICYCLE PARKING DETAIL SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 12. THE APPLICANT SHALL REVISE THE RA TO INCLUDE THE TRAFFIC COUNTS REFERENCE FROM ALL TRAFFIC DATA, INC. THE REVISED TTA SHALL BE SUBMITTED TO, AND APPROVED BY, THE PLAN REVIEWER PRIOR TO ENGINEERING CONSTRUCTION PERMIT APPROVAL 13. FIRE DEPARTMENT APPARATUS ACCESS ROADWAYS ARE REQUIRED WITHIN 150 FEET OF ALL POINTS ON THE BUILDING. FIRE LANE SIGNAGE IS REQUIRED FOR THE ON—SITE ROADWAY. SEPA MITIGATION CONDITIONS 1. THE APPLICANT SHALL PROVIDE A FINAL GEOTECHNICAL REPORT CONTAINING SPECIFIC RECOMMENDATION IN ORDER TO MITIGATE POTENTIAL GEOTECHNICAL IMPACTS. THE FINAL GEOTECHNICAL REPORT SHALL BE SUBMITTED TO AND APPROVED BY THE DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT PRIOR TO, OR CONCURRENT WITH, BUILDING PERMIT APPROVAL. THE APPLICANT SHALL COMPLY WITH THE RECOMMENDATION INCLUDED IN THE FINAL GEOTECHNICAL REPORT. L AS NOTED18' N4nNx �o CITY OF WF»ti W=7 Mmmik & o � FAPproved DATUM 1505 Westlake Ave. N. T (206) 522-9510 F '�,. aeoly�yg� � x.,c wza y Suite 305 (206) 522-8344 I0Seattle. F WA 98109 w .PndmD.am 11N 7 CITY OF RENTON Date___ Date__ Date___ Date NO. REVISION BY DATE APPR Cpm_ (_ STORE NO. 7252 THE AUTO SUPERSTORE NOTES & INFORMATION R-394031 11 CV -1.1 N AS NOTED18' 1°" CITY OF WF»ti & J RENTON DATUM Planning/Building/Public Works Dept. P4"kOWF � x.,c wza y F Cpm_ (_ STORE NO. 7252 THE AUTO SUPERSTORE NOTES & INFORMATION R-394031 11 CV -1.1 N 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 DO SW 1/4 OF S 30, T 23 N, R 5 E �" r°;;�M.Z.w E:r ,a. PE wCV941 A IE RIA -21 17r III n MTra UA ,n ME of ,scn xnro IN 2A. 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CITY OF RENTON NOTED W" VERTICAL"�""' a® CITY OF CAR111aX STORE N0. 7252 /06/" Approved b pP Y'— Date__— � RENTON THE ApT050PER$TORE awi[ P sDO 1505 Westlake Ave. N. T 206 Approved bY_ Date-------- WL °xs ixw w'' I � DATUM EXISTING CONDITIONS PLAN ° ''tlY1w w' ( ) 522-9510 Approved b Date________ wFF '�or"R,eAUNw Planning/Building/Public Works Dept. CS -1.0 3 PP Y------------------ Suite 305 F (206)522-8399 s.. �Admw "' wan e, / N0. REVISION BY DATE AFTER remvm Seattle, WA 98109 Approved by------------------ Date-------- AS -BUILT Tri WWW.PAdarvo.mN wFF R-394032 16100 3 116 DEMOLITION NOTES 1. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S A BENEFIT. THESE NOTES ARE NOT INTENDED TO BE COMPREHENSIVE. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL EXISTING ON-SITE IMPROVEMENTS NECESSARY TO ACCOMMODATE THE PROPOSED CONSTRUCTION. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD B CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY N PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT LO EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE N SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND r SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. O 3. CAUTION - NOTICE TO CONTRACTOR z THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF W C EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, CC AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE O RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL X EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED Q IMPROVEMENTS ON THE PLANS. 2 4. CONTRACTOR IS TO REMOVE ALL EXISTING SURFACE IMPROVEMENTS AND DEBRIS WITHIN THE LIMITS Ir D OF WORK UNLESS OTHERWISE NOTED. ALL DEBRIS FOUND ON SITE SHALL BE DISPOSED OF IN UACCORDANCE WITH APPLICABLE STATE CODES. 5. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. 6. ABANDONED PIPES LOCATED OUTSIDE PROPOSED BUILDING PAD LIMITS WITH AN EXCESS OF 3' COVER MAY BE DECOMMISSIONED AND ABANDONED IN PLACE, PROVIDED THAT THESE ABANDONED UTILITIES ARE GROUTED AND CAPPED. EXISTING SUBSURFACE IMPROVEMENTS AND DEBRIS WITHIN THE PROPOSED BUILDING PAD AREA, INCLUDING 10' BEYOND FOUNDATIONS, SHALL BE REMOVED. 7. CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURES, VALVE BOXES, E VAULT UDS AND UTILITY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED BY PROPOSED CONSTRUCTION. DEMOLITION KEY O1 REMOVE EXISTING BUILDING FOUNDATION AND PILES. DISCONNECT AND CAP EXISTING O AFTER DECOMMISSION OF EXISTING UTILITY, COMPLETELY REMOVE EXISTING UTILITY PIPE/CONDUIT AND BACKFILL WITH COMPACTED STRUCTURAL FILL. UTILITY PIPES LOCATED OUTSIDE PROPOSED BUILDING PAD LIMITS WITH GREATER THAN 3' COVER MAY BE GROUTED, CAPPED AND ABANDONED IN PLACE. O3 DEMOLISH EXISTING CONCRETE CURB (TYP). ® DEMOLISH EXISTING CONCRETE SIDEWALK TO NEAREST JOINT. O DEMOLISH AND REMOVE EXISTING ASPHALT PAVEMENT TO DEPTH SUFFICIENT TO CONSTRUCT NEW PAVING AND IMPROVEMENTS. ©SAWCUT, MATCH AND JOIN EXISTING PAVEMENT O7 SEE UTILITY PLAN FOR LIMITS OF WATER MAIN REPLACEMENT. ® REMOVE EXISTING FIRE HYDRANT O9 PROTECT EXISTING STRIPING TO REMAIN (TYP.) i0 DEMOLISH/REMOVE ALL EXISTING LIGHT STANDARDS AND BASE ON-SITE UNLESS NOTED OTHERWISE. ABANDON EXISTING CONDUIT IN PLACE. PATCH PAVEMENT UNLESS ADJACENT PAVEMENT IS SHOWN TO BE DEMOLISHED AND REPLACED (TYP). 11 PROTECT EXISTING CURB TO REMAIN 12 REMOVE EXISTING STRUCTURE 13 PROTECT EXISTING STRUCTURE TO REMAIN 14 PROTECT EXISTING UTILITY TO REMAIN 15 PROTECT EXISTING PAVEMENT TO REMAIN i6 PROTECT EXISTING LIGHT STANDARD TO REMAIN. MAINTAIN OR RETROFIT EXISTING LIGHTING CIRCUITRY TO MAINTAIN LIGHT FIXTURE OPERATION. 17 PROTECT EXISTING TREE TO REMAIN 18 REMOVE EXISTING TREE (TYP) *LANK F yt a1 •�Bvygly mkm m - Approved by — Approved by Approved by. L 1505 Westlake Ave. N. T (2D6) 522-9510 Supe 305 F (206)522-8344 Seattle. WA 98109 w .RxLmD.m LEGEND 1 a WW� I 4 3 I - 1 CONSTRUCTION EXISTING UTILITY PREVIOUSLY DEMOLISHED >T EXISTING UTILITY TO BE DEMOLISHED UTILITIES AT THEIR MAIN UNE. REMOVE EXISTING ASPHALT ON-SITE F EXISTING BUILDING TO BE DEMOLISHED REMOVE EXISTING CONCRETE D PROTECT EXISTING PAVEMENT TO REMAIN D SAWCUT ---------- LIMITS OF CONSTRUCTION .... . PROPERTY LINE — - - — REMOVE EX. STRIPING (TYP.) --------- EXISTING CURB TO BE DEMOLISHED (TYP.) REMOVE EXISTING TREE (TYP.) 0 REMOVE EXISTING LIGHT POLE (TYP.) EXISTING CURB TO REMAIN O CITY OF RENTON G ::IIIIIII%= -y^ _ Date___ _ Dote-- ate___—_ -- — — — —Date—_ H 0 N M 0 0 z a o U Z i s m I i J 0 a 0 K w L 1505 Westlake Ave. N. T (2D6) 522-9510 Supe 305 F (206)522-8344 Seattle. WA 98109 w .RxLmD.m LEGEND 1 a WW� I 4 3 I - 1 CONSTRUCTION EXISTING UTILITY PREVIOUSLY DEMOLISHED >T EXISTING UTILITY TO BE DEMOLISHED REMOVE EXISTING ASPHALT ON-SITE D EXISTING BUILDING TO BE DEMOLISHED REMOVE EXISTING CONCRETE D PROTECT EXISTING PAVEMENT TO REMAIN D SAWCUT ---------- LIMITS OF CONSTRUCTION .... . PROPERTY LINE — - - — REMOVE EX. STRIPING (TYP.) --------- EXISTING CURB TO BE DEMOLISHED (TYP.) REMOVE EXISTING TREE (TYP.) 0 REMOVE EXISTING LIGHT POLE (TYP.) EXISTING CURB TO REMAIN O CITY OF RENTON ::IIIIIII%= -y^ _ Date___ _ Dote-- ate___—_ -- — — — —Date—_ LIMITS OF CONSTRUCTION 13 11 i ^T -f -T•7 t— .--r-r"Tr-T"1 Tr-r^T1: TYT"r aaoo 10 ��auo 13 .. ��o��� 16 1 1 1 1 1 3 1 1 1 1 1 1 1 1 1 1 1 M _x 10 ' I 13 . ',' fi FxF- F'i-f xT 5 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Sr+ --� I Ij �� lislllll 4-Lxl �-1x��+W-xrJx-Lxl-1-.r-_x-L1x1-k -1-1 Oil 'Y%//%%%n�r_xT-M-TxI�S-T� PPT°T-j-T'T54-xrYT-i'-r'�TwxT-1-TxT4 JJ�� I ii li'.iIII111IIII 1111111111111111 Illllllli; -- I- 2 -- '������ 1 1 1 1 110 1 1 1 1 1 1 1 i+ 13 t 2 - '�f- 3 18 O Qvm N. - _d ih 1 1 1 1 r 1..1 1 1 1 1 1 1 1 1 1 1 1 1 �• ED- Or 2 — Y li. - 1 Fx'. TxT f- x7`_TxT- . �y x. _-x-- I ?F „ �_-x�TI Fx F-i-F"T_f i4M l l l l l i',` ,I xQ 'y 10 83 14 11 5 - ------ -- E= 111111 0 Y. 1111 it -I 111111111111111 L H L , — , 14 JxLJx_I_ I -I I I oL_�`77}I-I-I-I-I�-I� O 17 17 - - - 11 13 11 13 ( 9 13 11 10 6 O 16 17 17 �11 17 6 f 11 14 13 9 , ` 17 17 1�1 3-}.� 14 (i1tAFH1(; Z5(;ALC; 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. - Date NO. REVISION ° �eAS NOTED "°'B8'9 WF a �� DATUM WF BY DATE APPR WF 'P""EP°NBL SW 41ST ST ®® CITY OF 21K RENTON Planning/Building/Public Works Dept. O W J J W x • • e ' Knowwhat'sbelow. Call before you dig. = STORE NO. 7252 "/06/1; PERSTORE EMOLffION PLAN o-i.o AS -BUILT R-394033 16 0 0131 1T5T 3 1 1 1 1 1 1 1 13 D I4 -- 4 - 4 1 1 1 1 1 1 1 ::IIIIIII%= -y^ Illllllli; -- I- 2 -- '������ 1 1 1 1 110 1 1 1 1 1 1 1 i+ 13 t 2 - '�f- 3 18 O Qvm N. - _d ih 1 1 1 1 r 1..1 1 1 1 1 1 1 1 1 1 1 1 1 �• ED- Or 2 — Y li. - 1 Fx'. TxT f- x7`_TxT- . �y x. _-x-- I ?F „ �_-x�TI Fx F-i-F"T_f i4M l l l l l i',` ,I xQ 'y 10 83 14 11 5 - ------ -- E= 111111 0 Y. 1111 it -I 111111111111111 L H L , — , 14 JxLJx_I_ I -I I I oL_�`77}I-I-I-I-I�-I� O 17 17 - - - 11 13 11 13 ( 9 13 11 10 6 O 16 17 17 �11 17 6 f 11 14 13 9 , ` 17 17 1�1 3-}.� 14 (i1tAFH1(; Z5(;ALC; 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. - Date NO. REVISION ° �eAS NOTED "°'B8'9 WF a �� DATUM WF BY DATE APPR WF 'P""EP°NBL SW 41ST ST ®® CITY OF 21K RENTON Planning/Building/Public Works Dept. O W J J W x • • e ' Knowwhat'sbelow. Call before you dig. = STORE NO. 7252 "/06/1; PERSTORE EMOLffION PLAN o-i.o AS -BUILT R-394033 16 0 0131 1T5T THE AUTO SU D 01 F G NOTES 1. INSTALL INLET PROTECTION ON ALL CATCH BASINS WWTHIN 500' OF CONSTRUCTION SITE THAT MAY RECEIVE RUNOFF DURING CONSTRUCTION. 2. CLEARING LIMITS ARE SHOWN SCHEMATICALLY; CONTRACTOR TO FLAG CLEARING OMITS AS REQUIRED. 3. ALL TREES TO BE SAVED MUST HAVE PROTECTION AROUND THEM OUT TO THE DRIP UNE. 4. ADDITIONAL SILT FENCE MAY BE REQUIRED DURING CONSTRUCTION. SEEDING NOTE: TEMPORARY SEEDING - WITHIN 14 DAYS AFTER CONSTRUCTION ACTIVITY CEASES ON ANY PARTICULAR AREA, ALL DISTURBED GROUND WHERE THERE WILL NOT BE CONSTRUCTION FOR LONGER THAN 21 DAYS MUST BE SEEDED WITH FAST -GERMINATING TEMPORARY SEED AND PROTECTED PATH MULCH. PERMANENT SEEDING - ALL AREAS AT FINAL GRADE MUST BE SEEDED WTHIN 14 DAYS AFTER COMPLETION OF THE MAJOR CONSTRUCTION ACTIVITY. RECOMMENDED CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN PATH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SILT!). 3. FLAG OR FENCE CLEARING UNITS 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY PATH CLEARING AND GRADING FOR PROJECT DEVELOPMENT, 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CIMS EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. CONSTRUCTION KEY NOTES OA STRAW WATTLES -20 z QB TEMPORARY CONSTRUCTION ENTRANCE 20 © INLET PROTECTION 20 OD TEMPORARY CONSTRUCTION FENCE e 2.0 IXISTING STORMWATER FACILITIES TO BE CLEARED OF ANY TRASH OR DEBRIS. SEE LANDSCAPING PLAN FOR VEGETATION I I I I I 1= I I I I / I / I / I / I I I I I � I I 1 REFER TO DEMOUTION PLAN (SHEET D-1.0) FOR STRUCTURES/UTILITIES TO BE REMOVED OR PROTECTED O TEMPORARY SEDIMENT POND; ADDITIONAL POND tl 2 INFORMATION (DIMENSIONS, ELEVATIONS, CONTROL p-21 STRUCTURE) SHOWN ON DETAIL* SEE SHEET D-1.3 FOR EROSION CONTROL NOTES FO INTERCEPTOR SWALE e D-2.1 J © TEMPORARY SEDIMENT POND RISER @ OH SILT FENCE e D -z.1 OI EMERGENCY OVERFLOW SPILLWAY e K D -z.1 * CONTRACTOR SHALL INSTALL SEDIMENT POND IF CONSTRUCTION SEQUENCE HAS MORE THAN THREE ACRES OF TOTAL DISTURBED AREA AT ANY TIME L _ 1505 Westlake Ave. N. T (206) 522-8510 Sebe 305 F (206) 522-8344 Seattle. WA 98109 wxw.PncLmo.mH �ss5 of testi%�T2 �O '� Pdbleis+" ` Z+slaxeL iirosrn Approved gpprovad ADProved by by. by. LEGEND - - - - PROPERTY LINE - - - - LIMITS OF CLEARING X CITY OF RENTON _ Date--- Date-- Date--- Date-- NO. ate-__Date__Date___Date NO. EXISTING CONTOUR \EASTING BUILDING TO BE REMOVED, SEE DEMOUTON PLAN TEMPORARY CONSTRUCTION ENTRANCE e D-2.0 INLET PROTECTION 1 D-z.o STRAW WATTLES 2 D -z.0 TEMPORARY CONSTRUCTION FENCE SILT FENCE 4 D-2.1 REVISION X } A D ( ltt CONNECT TO IX STORM DRAIN CATCH BASIN O IE=17.7 F � LL 18' DISCHARGE PIPE 0 O.SR E \ tt w � PROPOSED BUILDING FOOTPRINT w I I I rr��J---L��s F- _1 i , _ r I B tt I 1.7 7 A e L Know what's below. SW 41ST STCall before you L GRAPHIC SCALE so 0 25 50 100 200 ( IN FM ) 1 inch = 50 ft. ° AS NOTED °�`�°°W & CITY OF CARI_II�_ (_ STORE NO. 7252 ""/ofi/' uw, WFF + RENTON THE AUTO SUPERSTORE � DATUM �EROSION CONTROL PLAN P4"fOWFp Plan ning/Building/Public Works Dept. r PH. I ° °`� D-1.1 BY DATE APPR WFF xa�AS-BUILT U a - R -394034 16 0 0 315 f A SEE SHEET D-1.3 FOR EROSION CONTROL NOTES E F IM FACIU11ES ANY TRASH NDSCAPING ION F I s T I a x� �*V m "A \ I I � � I SD SD1�L- 16%207o `�' 07 \\ II O Or w / m i C�9 J / I mIiI> -- LI ----------I fCARWASH� 1 I W 15% 107 M SSALES / SERVICE 707's PRESEMATION 19't B 1 so � so CONSTRUCTION KEY NOTES5. C OA STRAW WATTLES 20 C © TEMPORARY CONSTRUCTION ENTRANCE 2.0 ©INLET PROTECTION 20 OD TEMPORARY CONSTRUCTION FENCE H 4 zo I 0 RECOMMENDED CONSTRUCTION SEQUENCE LEGEND P - - — PROPERTY UNE LIMITS OF CLEARING Ln a REWIRED NOTICE OF CONSTRUCTION SIGN). r _ EXISTING CONTOUR d 24 PROPOSED CONTOUR z 4. CC s'S PROPOSED SD SYSTEM C 0 �--7 INLET PROTECTION ' 1--1 D-20 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). C0 TEMPORARY SEEDING/PROTECTION Q OR FINAL LANDSCAPING 0 B. GRADE AND STABILIZE CONSTRUCTION ROADS. 2 FLOW ARROWS Ir G CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) Q U SEE SHEET D-1.3 FOR EROSION CONTROL NOTES E F IM FACIU11ES ANY TRASH NDSCAPING ION F I s T I a x� �*V m "A \ I I � � I SD SD1�L- 16%207o `�' 07 \\ II O Or w / m i C�9 J / I mIiI> -- LI ----------I fCARWASH� 1 I W 15% 107 M SSALES / SERVICE 707's PRESEMATION 19't B 1 so � so CONSTRUCTION KEY NOTES5. C OA STRAW WATTLES 20 C © TEMPORARY CONSTRUCTION ENTRANCE 2.0 ©INLET PROTECTION 20 OD TEMPORARY CONSTRUCTION FENCE H 4 zo I 0 RECOMMENDED CONSTRUCTION SEQUENCE CITY OF RENTON Approved by_ _ Date___ Approved by_ _ Date__ 1506 Westlake Ave. N. T (20(5) 522-8510 aQ V Approved by.------ Date___ Sane 305 F (206) 522-8399Ip1reL Ak Seattle. WA 98109 wxw.PAdAro.mH Approved by._ _Date FNO. >41 % 0.7%087 1 \ 17. 4e 1 1 meq/ Y GRAPHIC SCALE, w 50 0 25 50 100 200 • a SW 41ST ST ( IN FEET) Knowwharabelow. 1 inch. = 50 }G Call before you dig. SAS NOTED CITY OE CARIII1( STORE NO. 7252 ""/05/" WF REN TON ----- te THE AUTO SUPERSTORE V DATUM EROSION CONTROL PLAN PH. II p Planning/Building/Public Works Dept. p-1,2 REVISION BY DATE APPR WF xa.avm.�x AS -BUILT a a. R-394035 16 0 0 315 6 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WTH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WTH THE a REWIRED NOTICE OF CONSTRUCTION SIGN). wo 3. FLAG OR FENCE CLEARING UNITS. 0 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. B. GRADE AND STABILIZE CONSTRUCTION ROADS. a� 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10, MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WTH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE PATH THE CITYS EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON T OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC > SHEETING OR EQUIVALENT. y 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WTHIN SEVEN DAYS. K 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED ^-, IF APPROPRIATE. 0 i 0 L CITY OF RENTON Approved by_ _ Date___ Approved by_ _ Date__ 1506 Westlake Ave. N. T (20(5) 522-8510 aQ V Approved by.------ Date___ Sane 305 F (206) 522-8399Ip1reL Ak Seattle. WA 98109 wxw.PAdAro.mH Approved by._ _Date FNO. >41 % 0.7%087 1 \ 17. 4e 1 1 meq/ Y GRAPHIC SCALE, w 50 0 25 50 100 200 • a SW 41ST ST ( IN FEET) Knowwharabelow. 1 inch. = 50 }G Call before you dig. SAS NOTED CITY OE CARIII1( STORE NO. 7252 ""/05/" WF REN TON ----- te THE AUTO SUPERSTORE V DATUM EROSION CONTROL PLAN PH. II p Planning/Building/Public Works Dept. p-1,2 REVISION BY DATE APPR WF xa.avm.�x AS -BUILT a a. R-394035 16 0 0 315 6 N LO N r z LLI O H X Q 12 Q U i w 0 EROSION CONTROL NOTES A 1. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL B HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 2. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED AT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE c RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 3. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPLICABLE LOCAL, STATE, AND FEDERAL STANDARDS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR PREVENTING SILT -LADEN RUNOFF FROM DISCHARGING FROM THE PROJECT SITE. FAILURE BY THE CONTRACTOR CAN RESULT IN A FINE. THE DESIGNATED TEMPORARY CONTACT PERSON NOTED ON THIS PLAN MUST BE AVAILABLE FOR CONTACT BY TELEPHONE ON A 24 HOUR BASIS THROUGHOUT CONSTRUCTION AND UNTIL THE PROJECT HAS BEEN D COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION. 5. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR FROM THE BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION AND THE SITE IS STABILIZED. 6. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED AND INSPECTED BY THE LOCAL JURISDICTION PRIOR TO ANY CLEARING OR CONSTRUCTION TAKING PLACE. DURING CONSTRUCTION, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FAGGING E SHALL BE MAINTAINED BY THE OWNER AND/OR CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 7. THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS PLAN ARE TO BE CONSIDERED ADEQUATE BASIC REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION, DEVIATIONS FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER QUALITY. 8. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR ON A FREQUENT BASIS AND IMMEDIATELY AFTER EACH RAINFALL, AND MAINTAINED AS NECESSARY TO INSURE THEIR CONTINUED FUNCTIONING. ALL SEDIMENT MUST BE REMOVED FROM SILT FENCES, STRAW WATTLES, SEDIMENT PONDS, ETC. PRIOR TO THE SEDIMENT REACHING 1/2 ITS MAXIMUM POTENTIAL DEPTH. F 9. AT NO TIME SHALL CONCRETE, CONCRETE BYPRODUCTS, VEHICLE FLUIDS, PAINT, CHEMICALS, OR OTHER POLLUTING MATTER BE PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DRAINAGE SYSTEM, OR TO DISCHARGE FROM THE PROJECT SITE. 10. THE CONTRACTOR PERFORMING THE WORK SHALL MAINTAIN A SET OF THE APPROVED CONSTRUCTION DRAWINGS ON SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK TO OBTAIN ALL NECESSARY PERMITS FROM THE LOCAL JURISDICTION PRIOR TO COMMENCING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. G 12. THE CONTRACTOR PERFORMING THE WORK SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION ALONGSIDE OR WTHIN ALL PUBLIC ROADWAYS. 13. THIS APPROVED "TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN" MUST BE IMPLEMENTED PRIOR TO ANY SITE WORK. SEE THE PLANS AND DETAILS FOR FURTHER INFORMATION. 14. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. 15. MAXIMUM SLOPES SHALL BE 2:1 HORIZ:VERT FOR FILL SLOPES, AND 2:1 HORIZ:VERT FOR CUT SLOPES. 16. ROCKERIES OR OTHER RETAINING FACILITIES EXCEEDING 4' IN HEIGHT REQUIRE A SEPARATE PERMIT. H 17. ALL AREAS DISTURBED DURING CONSTRUCTION WHERE PERMANENT LANDSCAPING WILL NOT BE PROVIDED WITHIN 30 DAYS SHALL BE HYDROSEEDED, OR OTHERWISE STABILIZED, AS REQUIRED. STRAW MULCHING OR PLASTIC SHEETING ARE ACCEPTABLE ALTERNATIVES TO TEMPORARY HYDROSEEDING DURING PERIODS OF LOW GROWTH. 18. ALL AREAS DISTURBED DURING CONSTRUCTION WHERE PERMANENT LANDSCAPING WILL NOT BE PROVIDED WITHIN THE NUMBER OF DAYS SPECIFIED BELOW SHALL BE HYDROSEEDED, OR OTHERWISE STABILIZED, AS REQUIRED. STRAW MULCHING OR PLASTIC SHEETING ARE ACCEPTABLE ALTERNATIVES TO TEMPORARY HYDROSEEDING DURING PERIODS OF LOW GROWTH: WEST OF THE CASCADE MOUNTAIN CREST DURING THE DRY SEASON (MAY 1 - SEPT. 30): 7 DAYS DURING THE WET SEASON (OCTOBER 1 - APRIL 30): 2 DAYS 19, SLOPE STABILIZATION. CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. ROUGHENED SOIL SURFACES ARE PREFERRED TO SMOOTH SURFACES. INTERCEPTORS SHOULD BE CONSTRUCTED AT THE TOP OF LONG, STEEP SLOPES WHICH HAVE SIGNIFICANT AREAS ABOVE THAT CONTRIBUTE RUNOFF. CONCENTRATED RUNOFF SHOULD NOT BE ALLOWED TO FLOW DOWN THE FACE OF A CUT OR FILL SLOPE UNLESS CONTAINED WITHIN AN ADEQUATE CHANNEL OR PIPE SLOPE DRAIN. WHEREVER A J SLOPE FACE CROSSES A WATER SEEPAGE PLANE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHOULD BE PROVIDED. IN ADDITION, SLOPES SHOULD BE STABILIZED IN ACCORDANCE WITH ITEM (17) ABOVE. 20. STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 21. DUST ON THE SITE SHALL BE CONTROLLED PER LOCAL JURISDICTIONAL AIR QUALITY REQUIREMENTS. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. K L FgA WA PO W=7�dy2j�Ty Mmk s - FAVproVod 1505 Westlake Ave. N. T (206) 522-9510 '� Peaty�j.gge�5�, Supe 305 F (206) 522-8344 �sslapeL 4F' Seattle. WA 98109 w .PxLmD.am 11MV 7 CITY OF RENTON CITY OF RENTON EROSION CONTROL NOTES 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD 'MTH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIES OF THE CLEARING UMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPUCANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES, 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER in TROUGH MARCH 30m) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1n TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WTHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MOUTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER InTHROUGH MARCH 30m, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACIUTY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED NTH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACIUTY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACIUTY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR TUE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. Date-__ Date__ Date___ Date NO. REVISION BY DATE APPR AS NOTED � � tenCITY OF RENTON DATUM Planning/Building/Public Works Dept. fs0 Knowwhat's below. Call before you dig. Cpm( STORE NO. 7252 1"/06/1' THE AUTO SUPERSTORE ° EROSION CONTROL NOTES D -1.3 AS -BUILT `a' R-394036 16 0 0 315 E 0 N LO N I` O Z W cc O cnH Q EC D Q U L F G A BEA,E RARE IMAWG MDP WM D �T mNM WATER SECTOR MEW .xccrucwxcwlE ItTmLvuavnalRmJ mvxnaervurzrc.¢ oeuLVAlnwmO.FA INNIETxq NMI/ IIOII I 1. SIu9y BeM WYG,W Dwb OIODINIKMnw$ap[4imIdI mmm. 2. Te BIGO YNI Iore, WN, AIpI, mki ryPm(o MryaA a T*04alN must Ykx RUNS dM SIM MwM W1111w HeWMTp TTNA, A. venwm.w.m"a..elneamea�mwlnslamae&Wlms BalAnN. PUBLIC W II CATCH BASIN FILTER RID' PLN -810.80 DEPARTMENT MARCH 2COB NO.9 GAGE, 0.148" t 0.00 FINISHED SIZE GALVANIZED I STEEL WIRES, 2" MESH, TOP AND BOTTOM SELVAGES TWISTED AND BARBED CONFORMING TO ASTM A392, A491, F668, OR F573.� rn J (2" TYP.) POST DRIVEN OR BLOCKS WITH ADEQUATE LATERAL STABILIZATION K TEMPORARY PACLAND L INLET PROTECTION DETAIL BEAU N1D 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8399 Seattle. WA 98309 www.PxLAND.OW "FIRE LANE" SIGNS ���I�`j •I�IF M 11 ' 1 31 IR�wM�wR LOCAL CODES, ATTACH 1 FENCE CITY OF RENTON Approved by.Date___ Approved by.Date___ Approved by. __ Date___ Approved by..Date___NO. gNVLCM,T,R , � SMRMIIM X � � D+Wyml MOIx, „,„mx.E 1. DOxO11gx OFUse I.I. S®IMSHNIBEUSEDTHR HTHEPROJECTONOISNRBWMEA.STIUTHAVEBEACHEDFIW GRACEORTHATWI MMVN U W,YW SED FOR MORE MAN W DAYS, 12. VEGETATIONLINEDCHANNELS WALL BE SEEDED CHANNELS THAT WILL BE VEGETATED SHOULD BE INBTAllED BEFORE MACH BIMIN flK AND HYDROSEEDED OR COVERED WITH A BONDED FIBER MIAMIHIRM) IS. RETENTION DETENTION PONDS BHWI BE SEEDED AS REQUIRED. 1A. AT THE GRITS DISCRETION. SEEDING WITHOUT MULCH DURING ME MY SEASON N ALLOWED EVEN THOUGH R WI IFF TIME MORE THPNSEVENWYSTODEVELOPANEFFECTNECOYER 1A. AT THE BEGINNING OF ME WET SEASON, ALL DISTUREMIES AREAS WALL BE REVIEWED TO IOENTI FY M ICH ONES CAN BE SEEMED IN PFEPAMTON MR THE WINTER FINNS, DISTURBED AREAS SHOULD BE SEEDED WITHIN A WEEK OF BEGINNING OF TIE WET BEASIXI. ATFINALSITE STABILWTON, ALLDISNPBEOPPESS NOT OTHERWISE VELiTATEDOR BTMILIIEDBHALLBE SEEDOMO MULCHED, t. MMINMOINWTK TONSPECIRGT 2.1. THE BESTTIMETOSEED IS PPHIL I THROMBI W.MD8EPT9.10EA t THROUGH OCTOBER 15. MFRS ANY BE9EEC®BEINEEN JULYIMDMOIIS731.0UTIRNpATICHMAYBEREQUIREDNc ERTOGRpVAC MMCOVEAARFAq MAYALSORESEEDED DUMMG EMI RMp S,BMTMOHTTAKESEVERALMUCINSMCEVELWAOENSEGRWNDCCVERWEMMM TEMPERATURES 23. TOPflEVEMSEEDFROMMNGWMHEOAWAYMNNRMEDTHATN REWIREDWWR EWAMRWNIRMMEP& BMWN INSTALLED 22. THE SEEDBED SHOULD BE FIRM BUT NOT COMPACTED. 2A. INGENERAL.162G211N-PJ(RRIILI2FA AMYBE USEDATARATEOF 93 POUNDS PERMAE. R 13 RECCMJEIOEDMATAREM BEING SEEDED FOR FIROLL UNDS MANGCONDUCTSOILTO DETERMINETIE E%AGTTYPEMODUMTTD'RIF FERIUZERNEEDED. OISNRBEDMEPSWRHINMFEETC£WATERBWESMDWERMOBMUBTUBESLOWREIEAHEL4 PHORUSFERTLMER 2S. THE FOLLOWING REWIREMENTSMPLY FOR MULCHING 2.51. MULCH IGALWAYBREWIMDMRSEEOINOSLOPESGN MRTNAN3H:IV 2.32. IF SEEDING DURING WET SEASON MULCH IB REQUIRED 2.65. TNEUSECFMULCHIMYBEREOUIREDDUMNGWETSEAWNATTHECIMSDISCRETIONIFGM88GROWMI8EXPECIEDTOBE SLOW, THE BOILS AREHIGHLY ERODIBLE DUETO WILTVPE ORGRADIENT, THERE IS A WATER WDYCLOSEMMEDISNHBED AREA OR SIGNIFICANT PRECIPITATION O ANTICIPATED BEFORE THE GRASS WILL PROVIDE EFFECTIVE COVER. 2.&4. MULCH MY BE FFPUED IN TW OF ME SEED OR SIMULTANEOUSLY BY HYDROSEEDING. 2A. HYDROSEEN ING IS ALLOWEO M LONG AS TRACNIFIER IS INCLUDED. HYDRSEEOING WITH WOOD NEER MULCH B ADEQUATE WNW THE CITY SENEGAL HYOROSSEANG WITH WOOD FIBER MULCH 6ACEAIMIE DURING TIE DN SEASON. NNNG THE WET SEMIXi. THE APPLICATION RATE WOULD BE DOU BUM. TMIGHT EF NECESSARY N ROME AFPLICATOM9 TO M LISE STRAW WHIN TIE WOOD FIBER BUT THIS CM BE OETERM IED TO GERMINATICW. 27. MFABTOBEPERMMENRYLMD94MEDSH LUWWILMENDMEM& GCODWNRYTOPWILSRNLBETLLEDNTOMETOP SMINCHESMMDUCETHENEEDMRFERMURMDIMPROVEDTHEOVEMLLBGLW .A TMWlI MLLMMIRE THEA FONOF4INCHESMMLLR MMMFOSTTONTILTEDIMOTHEWILMPROVIDEAGOWQUKNYTCPaOL ry PUBLIC W01I STRAW WATTLES k7:N - $18.40 DEPARTMENT CH 2008 STRAW WATTLE DETAIL t �P ���,ol�1�A,a"ffrzE RAA MMM1MM,II:.r� NUNweNm..e IMffNxmU 1. COXprpX OF WE 1.1. PAWD UCrNN EMRARPAWLLLBESTNTHNDWHEREVFfi TRRFFIC WILLBE IFANXp ACON3TRUCTgi 9D£ANDTMVELING ON PAVED MOMS IX101XERPAYEDMFIS WITXLV 1,ODl FEETCFTXESRE. GIABTENSILEMEBN 2 DEYtl1AXDEIETALLAIN)XBRDIFICRTDNS 2.1. HOO FUEL(WOOO BASED MULCH) MY BE SUBSTITUTED FOR ORCOMBRED WRH DUARRYSPALLS IN ARESTRATWUL BOTTOM USED FORPERMMNENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRNIGESTABILUAI IN URBAN MEAS. TIEINSPELiOR MY ATAMTAEREWIRETHEUSEOFOUARRYSPALLS IFTHEHOGFUELONOTFREVEMINGBEOIMEWR MMNGTMO@DCMO PAVEMENT OR IFTHE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 22. FEMIMBNALLBEINSTAMOMNECESSMYTOXE31 TXAFFICTOTIECIXN3IRUCFIMENTPANCE. 23. WHENEVERPOSBIBLE.TEEMMXCESH RECpNSFW DONARiM.WMPAOTEOSUMp E. 16CM31A.9TNRMLLY INCREASETIE EFFECTVEXESS OF ME PAD AND REDUCE ME NEED FOR MAINTENANCE. 3. MNMENAM WMWROB 3.1. QUARRY SPALLS SHALL BE ADDED F ME PM IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 32. IF ME ENTRANCE IS NOT PREV ENING SED IMEM BEING MASKED ONTO PAVEMENT. THEN ALTSMATNE MEASURES TT KEEP ME STREETS FREE 6SEDIMENT SIWLL BE USED. THIS MAY I INCLUDE STIEEI SWEEPING. M INCREASE IN TINE DIMENSIONS OF THE ENTRANCE, OR TIE IXST.WATpN OF ME WHEEL WASH. IF WASHING O USED, FF SHALL BEGONE ON M ATEA COVERED WITH CRUSHED ROCII AND WASHED WATER SHALL dUN TO A SEDIMENT MAP OR POND. 33. MYSEDIMEMTHAT ISTRVI ONTO PAVEMENT SHALL BE REMOVEDIMMEGMTELY WSWEEPING. THESEDIMEMCCLIECEDBY SWEEPINGSHALL BE REMOVED OR STMILRED ON SRE IRE PAVEMENT WALL NOT BE CLEANED BY WASHING W WXTNESTREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS ATHREAT TO PUBLIC SAFETY .IF IT NECESSARY TO WASHMESTREEO. A SMALLSUMP MUST BE CCNOUCTEO. THE SEDIMENTMULDTHEN BE WASHED IMOTIE SUMP WHERE R CM BE WN T UMMD DISCIURGEOMPROPOATELY. 34. MY QUARRY SPHLS THAT ME LOOSENED FROM TIE PPD AND END UP ON THE ROADWAY SI BE REMOVED IMMEDIATELY. 35. IF VEHISLES ARE ENTERING OR ERRING TIE BRES AT POINTS OTHER THAN ME CONSTRUCTION ENTRANCES). FENCING SHNL BE INSTALLED TO CONTROL TRAFFIC BID. PLN - 215.10 PUBLIC WORH9 STABILIZED DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2DOR ",xU5Tmm15U STORE NO. 7252 THE AUTO SUPERSTORE Aoslu,M wzTwzxerH usi s�rvsrANPAxoRLvesaG TEMPORARY CONSTRUCTION ENTRANCE DETAIL AS NOTED ""°sv"" CITY OF WF Iwo W=I + RENTON Nmm WL DATUM �wFF Planning/Building/Public Works Dept. REVISION BY DATE APPR wFF n""A"°'""' 901NUE EROSION CONTROL DETAILS AS -BUILT R-394037 1 6 0 11/06/17 P D-2�0 0 PROVIDE ADEQUATE STRAPPING RISER POLYETHYLENE CAP SEE TABLE FOR SIZE AND ELEVATION B 5n MINIMUM DIAMETER CORRUGATED METAL RISER PERFORATED POLYETHYLENE L0 DRAINAGE TUBE. WATERTIGHT COUPLING TUBING SHALL COMPLY = W1TH ASTM F667 AND TACK WELD O AASHTO M294 - SEE TABLE FOR ORIFICE DIAMETER Z LLIC DEWATERING ORIFICES (SEE TABLE) SEE TABLE FOR WATER SURFACE ELEVATION � SCH 40 STEEL SNB SEE TABLE FOR POND BOTTOM ELEVATION 1,5 1SEDIMENT 1 r XSTORAGE / j���\�j� ;� OUTLET P EE SHEETS Q \ \\ \\ \\/\// I I D-1.0 FOR SIZE 2 MAINTENANCE STANDARDS: cc U 1. SEDIMENT SHALL BE REMOVED FROM THE L — — — -:T—CONCRETE Q POND WHEN IT REACHES 1' IN DEPTH. ALTERNATIVELY, METAL STAKES AND U 2. ANY DAMAGE TO THE POND EMBANKMENTS 24" - WIRE MAY BE USED TO PREVENT SHALL BE REPAIRED. FLOTATION. TEMPORARY STORM DRAIN RISER DETAIL %1 F NTS I l F G A J 159 L 2:1 SLOPE GRASS OR ROCK LEVEL BOTTOM u€ \�pfi 1' MIN 2' TEMPORARY INTERCEPTOR SWALE 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8399 Seattle. WA 98309 wwN.Pxtarvo.mN NTS BOTTOM ELEVATION STAFF GAUGE W/ PROMINATE MARK 1 FOOT ABOVE THE BOTTOM OF THE POND 6' MIN. TOP WIDTH OF BERM 1 (R(ISER PIPE 62. CREST OF EMERGENCY 2 OPEINCAT TOPP WTH Y) 2. SPILLWAY TRASH RACK OR SED. POND TOP ELEVATION 1 _======- 1eDEWATERING 1' FREEBOARD EMBANKMENT COMPACTED 95X 2, DEVICE PERVIOUS MATERIALS SUCH AS AS GRAVEL OR CLEAN SAND SHALL 3.5' SETTLING DEWATERING yn=------------L NOT BE USED. ORIFICE _______________� DEPTH ^______________ < HAND PLACED RIPRAP FOR 1.5' SEDIMENT_______________=__�"PtOUTLET PROTECTION S{ RAGE - -- --- -- -- - III � DISCHARGE 3' -HIGH WIRE -BACKED SILT FENCE STAKED INTO SIDE SLOPES s� A�IIR�D��:INa .D.YYLNT,NA,..G, Y.N.,a � �E"mx.MMxCNFm II F,M"F� II I �IROIOIIMM >5. N."..DL NFFrO ,. COIDIIIfNFOF NaE aLTFENCE NOT Gam DDNNaDPE of Wa GIaTURBEDARFwa 12 81LTFEIS NOT XGE IS IXIEXOEONTBE ODDREVEMMT)UGHME IINIORRM IS IX SMSTE0TOTXFATBUAFFMSPL POND. CF D,4AINN FLON. NIY CIXICFMMTEO FLON Lp41 � CCM'EYED TIN W OX nl E p VIMOE 9Y81B.1 TO A BEOIIFNr 114P pl PgID. It ME GEMEKELE USED NYnr NErME SI LIMED BELLtlN. ACCPYOF THE NNIUFACIURERB FABRIC SPEOMWONS MOST PE AVALRBlE ON$MeIm Mm K� OR =�RDSTREMWFABPC 22. sTNOMN NIENGTI FROM REWIRES NNE Rm31G TO INCREASE n1 E STRENGMOf ME FENCE. WIRE BRICKING OR 0.0EER POST aPA WYBEREW ceEKTMTENePEBXNLNFTr EIOFIEPEREnpVMNCEWPW4N18A81RRA"£RFENCE. 2F. IF A T W KAL 81LT FdLE I8 U8N1. TXE Bf.W TMRO YY 11ENCX NOY NJT BE RETNIO®A8 LCNB M TXE 1p1TCM B INCXEB CP TXE BLT FBICE IS NHL BURT ED AND SECURE N A TRENCH THAT BGBILMME FFHCE AND DOES NOT O110W WATER TO BYPABS OR UNDEBNINE THE SILT F 1 E. 1 MNMIFIVNCEBTMOMD9 A,. IFY C iE8ED"EEPNRIM.ENATELY. az. MwxeExmATeD FLoes ARE EVIeDnuvxlOOGTPERCEFO SIGMIS DE eE INTDN£rrEe AxD cGFNEYEDTonsapaExr FRAUCR DD. S& NI81AipRANr TOCXEq(TEUR11LL81OE OFTNE FDCE KRBIWBOFTXE FFNCEQOspN8 AN0ACRNp A$ABARRIERTO FLpV ANO T o cAumnp cxwrEuunwaFFwwa rnR,wFLToTXE IENce IFTile ocwRa. REFucETnE FENCEoRRENovEnTnETRw sEONErrz NxcIEB HINDI 16. IF ME FLTE0.FABRIC IKOIFMLE)HA80ETERId1AlFD WEIOOLTUWdETORFOISONN, Ra1WL0E0.E0.K`E0. . PUBLIC WIMIKS SILT FENCE [!;t DEPARTMENT 2009 CITY OF REMON SILT FENCE NTS ONCRETE BASE SEE RISER DETAIL) TEMPORARY SEDIMENT POND SECTION NTS H+0.5' SEDIMENT POND SIZING SEDIMENTATION .o•I.•,Nm�N TOP OF LENGTH OF HEIGHT OF �anM POND, TOP OF BOTTOM POND ORIFICE RISER ELEVATIONS SILT FENCE NTS ONCRETE BASE SEE RISER DETAIL) TEMPORARY SEDIMENT POND SECTION NTS H+0.5' SEDIMENT POND SIZING SEDIMENTATION POND TOP OF LENGTH OF HEIGHT OF SLOPES (0) POND, TOP OF BOTTOM POND ORIFICE RISER ELEVATIONS RISER 0.4' 50' X 172' 41' X 163' 56' X 178' 3.8° 18N TOP=22.36 RISER=21.36 OUTLET=17.86 BOTTOM=16.36 NOTE: RISER PIPE AND DISCHARGE PIPE SHALL BE DESIGNED TO PASS THE 100 -YEAR FLOW FOR THE EMERGENCY OVERFLOW. EMERGENCY SPILLWAY SIZING ANGLE OF SIDES LENGTH OF HEIGHT OF SLOPES (0) WEIR (L) WATER OVER WEIR (H) 60' 6' 0.4' EMERGENCY OVERFLOW WS 1 1 /1 Ci /1 Ci L EMERGENCY OVERFLOW SPILLWAY —III —III- 0.5' —III - OVERFLOW NTS CITY OF RENTON � Wi1/o6/n AS NOTED �A'••' � CITY OF CARIIIB_i(_ STORE NO. 7252 Approved by. Date--- RENT ON LI{ THE AUTO SUPERSTORE Approved by------ Date--- �- WE M.,w NO Planning/Building/Public Works Dept. : Date--- DATUM EROSION CONTROL DETAILS Approved b Y___ �wFF � • D-2.1 Approved by.______ Date___ N0. REVISION BY DATE APPR AS -BUILT Sj�' WS TT ROCK LINING PER TABLE 4.4.1.A OF THE KING COUNTY 2009 SURFACE WATER DESIGN MANUAL °` R-394038 1 6 0 0 3 1 5 E CONSTRUCTION KEY NOTES A 0 CONCRETE TRAFFIC CURB AND GUTTER Fal Ac SPLIT RAIL FENCE W/ "WETLAND SENSITIVE AREA" SIGNS c-9.0 O MOUNTABLE CURB AND GUTTER C 81 ® TRANSITION FROM FULL—HEIGHT TO FLUSH CURB © SIDEWALK @@@ ® PYLON SIGN, SEE ARCH. PLANS O EXISTING CURB AND GUTTER TO REMAIN B O ADA PARKING WITH REQUIRED SIGNAGE Cz90 ®'�P EXIT/RETURN GATE A13 � O BENT PIPE BOLLARDS 2 C 96 C49. AC DEMO EXIT/RETURN SECURITY GATE A113 n © ORNAMENTAL FENCE c 91 ® EX. UTILITY TO REMAIN O OH CHAIN LINK FENCE 1 e7 c -s.1 ®CURB SCUPPER Z 0 8'-0" HIGH CMU SITE WALL a c-60 cc C 0 MAN GATE, SEE ARCH. PLANS FOR DETAILS AJ PERPENDICULAR CURB RAMP (TYP.), SEE DETAIL. C-& � O PYLON SIGN, SEE ARCH. PLANS FOR DETAILS ® SEE SHEET C-9.2 FOR TYPICAL CURB/PIPE T4 © PIPE BOLLARD (TYP), SEE ARCH. PLANS 34 BOLLARD/FENCE/UGHT POLE DIMENSIONS A-1.1 Q FOR DETAIL ®EX. UTIIJTY TO REMAIN O FIRE TRUCK ROUTE STRIPING ® GATEWAY/LANDSCAPE AREA, APPROXIMATELY 1,400 SF U D O FUEL STORAGE F510 ® EXISTINGSEE CURB RAMP, PER WSDOT TYPE PERPENDICULAR O FLUSH CURB AND GUTTER © PRECAST CONCRETE WHEEL STOP a Ao PAVEMENT PATCHING FOR TRENCH RESTORATION e 0 C-8.2 © CAR CARRIER LOAD/UNLOAD ZONE ® STAMPED CONCRETE CROSSWALK c -a. ® BIKE RACK, SEE ARCH. PLANS a0 NOSE DOWN CURB e F TRASH ENCLOSURE W/ TIRE STORAGE, SEE ARCH. PLANS FOR DETAILS. PROP. TRANSFORMER - O FUEL DISPENSER 12'3 FS22 OIL/WATER SEPARATOR, SEE PLUMBING PLANS. F RECLAIM TANK, SEE PLUMBING PLANS. �x WSDOT TYPE PARALLEL "B" CURB RAMP, SEE STD. PLAN F-40.45-02 Q MATCH EXISTING IMPROVEMENTS; WHERE MATCHING EX SIDEWALK, REMOVE EX TO NEAREST JOINT 0 EX. SIDEWALK TO REMAIN ® WALL MOUNTED CHARGER, SEE ELECTRICAL PLANS G ® WSDOT TYPE SINGLE DIRECTION "A" CURB RAMP, SEE STD. PLAN F-40.16-02 SITE DATA LEGEND CONTRACTOR TO PREPARE AND (y IXIST. RENTON PROWDE A TRAFFIC CONTROL PLAN y EXIST. PH &Y \ — HONDA BUILDING —FOR WORK'5'TUTUTY ESMTE SHARED DRIRE AISLE fEX. TRANSFORMER TO (REC. N0. 9511299006) O III B / REMAIN (Z 1 EXIST. WETLANDS 15' UTUTY ESMT.— (REC. NO. 9609181 61 WETLAND BUFFER 0.42 ACRES I II I ACJ 725' WE BUFFER 1 J / DETENTION AREA / 1.05 ACRES 10' UTILITY ESMT. (REC. NO. 9511299006) 11 .- I �\J �I 22 EX. STRIPING SAWCUT— — — i0 REMAIN 20' UTIUTY ESMT. — — — — — (REC. NO. 9206302696) PARCEL 1253600030- 12.28 AC - - - PROPERTY LINE TOTAL = 12.28 AC - - PROPERTY LINE (OFFSITE) H ----------- EXISTING EASEMENT BUILDING DATA PROPOSED BUILDING TYPE - "S(2)/M" PROPOSED SITE WALL e ----------- EXISTING CURB AL1 SALES AND PRESENTATION BUILDING AREA = 13,160 SF SERVICE AND CAR WASH BUILDING = 7,056 SF TRAFFIC CURB & GUTTER e TOTAL = 20,216 SIF c-&1 o HAZARDOUS MATERIALS MOUNTABLE CURB &GUTTER c d1 OIL, ANTI -FREEZE AND OTHER AUTOMOTIVE -RELATED CLEANING AND —x— —x— PROPOSED CHAIN LINK FENCE e LUBRICATION PRODUCTS WILL BE UTILIZED ONSITE. F PROPOSED BENT PIPE BOLLARDS c sfi c4sz PARKING DATA PROVIDED REQUIRED m PROPOSED ORNAMENTAL FENCEpcilPHASE I:ED SPLIT RAIL FENCE 4� CUSTOMER/EMPLOYEE AREA C-9 STANDARD STALLS (9' z 20') = 329 STALLS ,�,,.,,�", h PROPOSED CONCRETE WALK eo-ea 3 COMPACT STALLS (9" x 16') = 11 STALLS o -.o 1- ' '' 0 ACCESSIBLE STALLS = 8 STALLS D PROPOSED ASPHALT PAVEMENT tcL TOTAL = 348 STALLS 48 STALLS SALE/DISPLAY AREAPROPOSED HEAVY DUTY COMPACT STALLS (9' x 17') = 405 STALLS N/ACONCRETE PAVEMENT w ® EXISTING PAVEMENT TO REMAIN K N AP RKING MODIFICATION HAS BEEN GRANTED IN ORDER FOR THIS PROJECT TO PAVEMENT PATCHING FOR TRENCH RESTORATION i EXCEED THE MAXIMUM NUMBER OF ALLOWED PARKING STALLS, PER HEARING EXAMINER ® NUMBER OF PARKING STALLS PER ROW REPORT DATED JUNE 23, 2015. IN ADDITION, THE SALES PARKING AREA IS EXEMPT a FOR PARKING COUNT REQUIREMENTS. m } SITE LIGHTING, SEE ELECTRICAL PLAN FOR DETAILS L DUCI WM,,10 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (2D6) 522-8344 Seattle. WA 98109 w .PxLA CW • PIPE BOLLARD A311 WHEEL STOP C_8 e.0 OF SITE WALL I / END OF SITE WALL— i 9'X17 AA W CHPIN7NG `-' STARON AF I VEHICLE STAGING 1.66 ACRES 273SPACES Li91 CARWA$H T ;SERVICE LPNESENTAT AD 0 C ERROR FDC 40' ACCESS, GRADING & UTIUTT ESMT. (REC. NO 9511299006) �E%IST. FH RESTORE IX. CHANNOUZATION MARKINGS S SALES CANOPY (TYR) L- 8 J PHASEI SALES N � @� u PROP. 15' WATER ESMT. ,W<= =E'�MT 11 AJ X _ AP A AB 0 0 0 0 0 0 0 0 g00 ��EXIST. FH 6 e 10 (REC. N0. 9609181461) a — — � _ O 6 AJ I B 10 8 AP 12 2 `. o a o a c D 15' WATER ESMT. (REC NO. 9609181461)— — EXIST. FHS AJ 16.67' ACCESS & UTILITY ESMT. X16.67' ACCESS & UnUTY ESMT. SHEET CV -1.0 FOR THE SIGNED ENGINEER'S (REC. NO. 9511299006) I (REC. NO. 9511299006) TRUCTION RECORD CERTIFICATION I I 10' UTILITY ESMT 15 URUTY ESMT. (REC. NO. 9511299006) (REC. NO. 9609181461) SEE SHEET C-1.2 FOR SITE PLAN NOTES I I I I 1 0 10' LANDSCAPE ESMT. I I I I Know what's below. 0811 before you dig. GRAPHIC SCALE SW 41ST ST 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 It 15' UTILITY E ^ — 7 — — mCUCKK TO ENTER' SIGN 10' UTILITY ESMT. /(REC. N0. 9511299006) I/ 15' SIDEWALK ESMT. (REC. NO. 9609181459) (-EXIST. SICK SIGNAGE ESMT. I I l (l 1' a O I r I W J J I W I 15' LANDSCAPE & UTUTY ESMT. 15' SIDEWALK I 78092500902 AND I 9609181459) Y AO 1 c.ury iT � EXIST. FH SEE CONS unuTY ESMT. & SIDEWALK ESMT. j7809250902 / 15' UTILITY E ^ — 7 — — mCUCKK TO ENTER' SIGN 10' UTILITY ESMT. /(REC. N0. 9511299006) I/ 15' SIDEWALK ESMT. (REC. NO. 9609181459) (-EXIST. SICK SIGNAGE ESMT. I I l (l 1' a O I r I W J J I W I 15' LANDSCAPE & UTUTY ESMT. 15' SIDEWALK I 78092500902 AND I 9609181459) Y AO 1 c.ury iT CITY OF RENTON i1/o6/17 AS NOTED ��'••' � CITY JF CARIIIB_i(_ STORE NO. 7252 Approved by. Date___ . WFF R E N TO N THE AUTO SUPERSTORE Approved by.Date___ WE DATUM Approved by._ __ Date___ �wFr Planning/Building/Public Works Dept. SITE PLAN C—T.0 Approved by.______ Date___ NO. REVISION BY DATE APPR wFF �'' Nay AS—BUILT l W R-394039 1 6 0 0 311 5 E � EXIST. FH 15' LANDSCAPE & unuTY ESMT. & SIDEWALK ESMT. j7809250902 / (REC. NO. AND 9609181459) ACCESS ESMT. I I I CITY OF RENTON i1/o6/17 AS NOTED ��'••' � CITY JF CARIIIB_i(_ STORE NO. 7252 Approved by. Date___ . WFF R E N TO N THE AUTO SUPERSTORE Approved by.Date___ WE DATUM Approved by._ __ Date___ �wFr Planning/Building/Public Works Dept. SITE PLAN C—T.0 Approved by.______ Date___ NO. REVISION BY DATE APPR wFF �'' Nay AS—BUILT l W R-394039 1 6 0 0 311 5 E 0 — — — —-3329' K L 95.8' 295.6' 25.3' 172.1 I PP roved Approved I B I 1.66 ACRES 419' 273 SPACES SERVICE to WETLAND BUFFER CV - 0.42 ACRES I� o J z p � -- -- 46' X a Q D U / o w / R3.5' E DETENTION AREA / 38'1 1.05 ACRES / R_20.( R22.0' I/ 40' F R3.5' - 40.6' .,-.9.Y 9 R20.0' R3.5' G L� _ x,44 89 05 25 E K L 95.8' 295.6' 25.3' 172.1 CARWASH PP roved Approved SEE SHEET CV CONSTRUCTION VEHICLE STAGING THE SIGNED ENGINEER'S CERTIFICATION 1.66 ACRES M 273 SPACES SERVICE 93.9' 24' R3.5' R2 — —--51'50'12'Wa9 2o.oa'o �-,,,'A r . Westlake Ave. N. T (206) 522-9510Suite 305 F (206)522-8344Approved WA 98109 w .PxtAWCW W PP roved Approved SEE SHEET CV CONSTRUCTION -1.0 FOR RECORD THE SIGNED ENGINEER'S CERTIFICATION �-,,,'A r . Westlake Ave. N. T (206) 522-9510Suite 305 F (206)522-8344Approved WA 98109 w .PxtAWCW W PP roved Approved bD� yDate--_Approved by. by._ by. CITY OF RENTON Date --_1505 __ Date___Seattle. Date___N0. mm 4' I ---- _-- _- N88'09'51"W 875.52' — — S SALES 14 HY-ailIl T24, a o 0 TH L _ _ S88 37'07"E Ifi6 b7' I I I IN �o I �N I I S863T26"E 16 66' Ll PHASE SALES m 34' 20' •�4. rcaa 94 9'f tZ Ig R3.5' 4.4'-"— 0 0 S8U7 Q4 E_ 166.67 SW 41ST ST O I� I W I j IJ > r W I I I I N68'49'45"E 3911' I I 39.11' AS NOTED "°'""' CITY OF WEE + RENTON W DATUM Planning/Building/Public Works Dept. REVISION BY DATE APPR wFL F • a Know what's below. Call before you dig. GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. CAR_�_ _ (_ STORE NO. 7252 M' 1 /DB/1 Y THE AUTO SUPERSTORE� « SITE DIMENSIONS PLAN AS -BUILT R-394040 111610101311151E N In N n O Z LU cc O H C7 X Q Q U 3 N O W AS NOTED "°'""' CITY OF + RENTON i LE ML DATUM Planning/Building/Public Works Dept. se�.mm.n Cpm_ (_ STORE NO. 7252 THE AUTO SUPERSTORE SITE PLAN NOTES /06/17 C-1.2 NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING B TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION — NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS & TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. C 5. 6. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE STANDARD DUTY PAVEMENT UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT—OF—WAY. 8. REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF PROPERTY LINES, BASIS OF BEARINGS & BENCHMARK INFORMATION. 9. ALL ON—SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS SHALL BE APPLIED NO SOONER THAN 4 HOURS APART. (CONTRACTOR TO REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS.) 10. PARKING LOT STRIPING SHALL BE WHITE, 4" WIDTH, & DOUBLE COATED, UNLESS OTHERWISE NOTED. D 11. 12. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. ALL ISLANDS WITH CURB AND GUTTER SHALL BE LANDSCAPED. 13. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTIUTIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 15. PYLON SIGNS SHALL BE CONSTRUCTED BY OTHERS. THE CONTRACTOR SHALL INSTALL CONDUIT AND ELECTRICAL CIRCUIT BETWEEN THE PYLON SIGN(S) AND THE LIGHTING PANEL, AS WELL AS THE SIGN BASE. 16. ALL VERTICAL CONSTRUCTION SHALL MAINTAIN 10' MINIMUM SEPARATION FROM OVERHEAD POWER LINES. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF CONFLICT EXISTS AND PRIOR TO CONSTRUCTION OF THE VERTICAL ELEMENT INCLUDING, BUT NOT LIMITED TO, LIGHT POLE BASES AND TRAFFIC SIGNAL STANDARDS. F 17. ANY PROPOSED WALLS EXCEEDING 4' IN HEIGHT REQUIRE A SEPARATE PERMIT INCLUDING PROPOSED CMU WALLS. N4nNx A'o �S`at �uBApG CITY OF RENTON Approved by.Date___ w� WEE F G H J K F Approved by.Date___ 1505 Westlake Ave. N. T (206) 522-9510 '0a1,- albIs�yg5a Approved b _ __ Date --- Suite Suite 305 F (206) 522-8399 PoseyY y Seattle. WA 98109 w .PxtAWCW 11w7 Approved by.Date___ N0. REVISION BY DATE APPR E�WEM AS NOTED "°'""' CITY OF + RENTON i LE ML DATUM Planning/Building/Public Works Dept. se�.mm.n Cpm_ (_ STORE NO. 7252 THE AUTO SUPERSTORE SITE PLAN NOTES /06/17 C-1.2 vo an ME an KI LIGHT POLE COORDINATES POLE NORTHING EASTING 165622.44 1297283.75 LP50 LP01 165784.19 1296917.51 LP02 165812.92 1297009.56 LP03 165811.04 1297068.03 LP04 165808.58 1297124.14 LP05 165807.14 1297169.12 LPO6 165805.70 1297214.09 LP07 165804.27 1297259.07 LP08 165802.81 1297304.05 LP09 165801.37 1297349.02 LP10 165799.93 1297394.00 LP11 165798.49 1297438.98 LP12 165797.05 1297483.95 LP13 165795.61 1297528.93 LP74 165794.16 1297573.91 LP15 165792.72 1297618.89 LP16 165762.30 1296983.99 NOT USED 165731.59 1297083.45 NOT USED 165747.10 1297130.09 NOT USED 165745.37 1297184.06 NOT USED 165743.64 1297238.04 221 165742.20 1297283.01 LP22 165743.51 1297554.19 LP23 165741.78 1297608.17 224 165746.83 1297669.19 LP25 165719.31 1296915.43 NOT USED 165693.13 1297128.36 NOT USED 165691.40 1297182.33 NOT USED 165689.67 1297236.31 LP29 165687.21 1297281.93 930 165694.46 1297336.51 LP31 165692.73 1297390.48 932 165691.00 1297444.45 933 165691.27 1297498.49 234 165689.54 1297552.46 935 165687.81 1297606.44 936 165701.86 1297667.75 937 165654.43 1296913.35 938 165657.59 1296988.81 LP39 165649.49 1297335.07 LP40 165647.75 1297389.04 LP41 165646.02 1297443.01 942 165637.30 1297496.76 943 165635.57 1297550.73 LP44 165633.84 1297604.71 LP45 165656.88 1297666.31 LP46 165589.55 1296911.27 LP47 165598.48 1296986.91 L 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (20(5) 522-8344 Seattle. WA 98109 w .PxLA CW POLE I NORTHING I EASTING NOT USED 165626.64 1297080.12 LP49 165622.44 1297283.75 LP50 165583.33 1297495.03 LP51 165581.59 1297549.00 LP52 165579.87 1297602.98 LP53 165611.90 1297664.87 LP54 165524.67 1296909.21 LP55 165534.47 1297005.74 LP56 165532.76 1297059.21 LP57 165511.37 1297492.73 LP58 165509.64 1297546.70 LP59 165507.90 1297600.67 LP60 165566.93 1297663.42 LP61 165521.95 1297661.98 262 165459.78 1296907.12 LP63 165439.83 1296968.16 LP64 165464.76 1297033.00 LP65 165453.72 1297096.67 LP66 165460.47 1297166.93 LP67 165458.42 1297230.89 LP68 165456.37 1297294.86 LP69 165436.33 1297358.25 LP70 165456.60 1297431.69 LP71 165457.39 1297491.00 LP72 165455.66 1297544.97 LP73 165453.93 1297598.94 LP74 165476.97 1297660.54 LP75 165424.30 1296708.01 LP76 165423.54 1296762.01 LP77 165422.49 1296815.99 LP78 165421.90 1296870.10 LP79 165430.83 1296967.88 LP80 165410.79 1297031.27 LP81 165408.74 1297095.23 LP82 165415.49 1297165.49 LP83 165404.45 1297229.16 LP84 165402.40 1297292.97 LP85 165409.34 1297357.39 LP86 165392.48 1297433.72 287 165394.82 1297469.02 288 165392.93 1297528.01 289 165391.02 1297587.46 290 165431.99 1297659.10 LP91 165344.89 1297108.91 292 j 165343.15 j 1297162.88 LP93 165332.45 1297259.19 (L -P94) 165331.30 1297295.18 �vrrivurrvrumrvr�rvrar�urmrrvv�vrrrvurvurrmrvruax m -- T ---r--- -� \ LP02 LP03 ) LP05 LPO6 LP07 1 LPOB LP09 LP10 LP11 bLPO6 LP07 LPOB LP09 LP10 LP11 b r i I I� RWARH t3 CA o m 1 SERVICE , I PRESENT I LP63 l LP84 p�J POLE NORTHING LASTING SEE SHEET CV CONSTRUCTION -1.0 FOR RECORD THE SIGNED ENGINEER'S CERTIFlCATION 295 165326.65 1297440.02 296 165319.67 1297190.99 LP97 165263.57 1297233.90 LP98 165262.40 1297269.89 LP99 165261.26 1297305.86 LP10D 165327.80 1297404.04 LP101 165325.50 1297476.00 LP102 165268.40 1297385.96 LP103 165256.97 1297430.94 LP104 165255.54 1297475.91 LP105 165739.90 1297354.98 LP106 165737.88 1297417.94 LP107 165735.86 1297480.91 9 ,-1vT SSALES 'TON »� \ LP96 III III LP97 LF -�I ®O --t7-- GRAPHIC SCALE SW 41ST ST 50 0 25 50 100 200 '. ' SEE SHEET CV CONSTRUCTION -1.0 FOR RECORD THE SIGNED ENGINEER'S CERTIFlCATION LPI4 LP115 LP96 III III LP97 LF -�I ®O --t7-- GRAPHIC SCALE SW 41ST ST 50 0 25 50 100 200 '. ' -44m- -a i LP50 LP51 LP52 LPI4 LP115 _ v ._ LP22 LP23 IP LP58 LP59 IPU lots J �4 ( IN FEEL, ) Know what's D@IOW. 1 inch = 50 rt. Call before you dig. CITY OF RENTON i1/os/n „ w� SAS NOTED �r' � CITY (k CARIII�(_ STORE NO. 7252 Approved by.Date___ II RENTON E Approved by. Date___ WL THE AUTO SUPERSTORE u m m DATUM Planning/Building/Public Warks De < LIGHT POLE LOCATION PLAN Approved by.___ Date___ �WFF I�P� C- 1.3 Approved by.______ Date___ NO. REVISION BY DATE APPR wFF �""�"aay AS -BUILT R-394042 1 6 0 0 3 1 5 E LP50 LP51 LP52 _ v IP LP58 LP59 J �4 ( IN FEEL, ) Know what's D@IOW. 1 inch = 50 rt. Call before you dig. CITY OF RENTON i1/os/n „ w� SAS NOTED �r' � CITY (k CARIII�(_ STORE NO. 7252 Approved by.Date___ II RENTON E Approved by. Date___ WL THE AUTO SUPERSTORE u m m DATUM Planning/Building/Public Warks De < LIGHT POLE LOCATION PLAN Approved by.___ Date___ �WFF I�P� C- 1.3 Approved by.______ Date___ NO. REVISION BY DATE APPR wFF �""�"aay AS -BUILT R-394042 1 6 0 0 3 1 5 E 0 N In n O Z W C cc O Tn _ Q D Q U F F G E N � H v EX. CB 20.0 16.8 LEGEND q Z2. o s1 EX. CB 19.94 17.5 EXISTING STORM PIPE - Ex S� - 1 z NOTE: PROPERTY LINE 218 -CATCH BASINS SHALL HAVE A STANDARDC 60 PROPERTY LINE (OFFSITE) - - EXISTING STORM STRUCTURES GRATE UNLESS OTHERWISE NOTED. EXISTING EASEMENT - - - - - - - - - - - e r -ALL INVERT ELEVATIONS PROVIDED ARE FOR PROPOSED STORM PIPE • C -6.t 1 BOTH INLET AND OUTLET, UNLESS OTHERWISE PROPOSED BUILDING NOTED. PROPOSED SITE WALL PROPOSED RDL - - - - - - - - - - - soLID UD 21.6 EX. 1 c s.1 i ADJUST EXISTING EXISTING CURB ----------- PROPOSED CATCH BASIN TYPE 1/IL ■ c-s.o C-6.0 MATCH EX. I I STRUCTURE SCHEDULE NEW CB TYPE 1 CB# TYPE RIM IE (IN/OUT) 1 EX. CB 22.91 15.9 2 NOT USED -- -- 5 EX. CB ® EX. CB 20.95 4 EX. CB m 21.41 5 EX. CB 22.2` 17.6 5 EX. CB 23.6 18.1 7 EX. CB 23.94 18.6 8 EX. CB 21.81 19.1 to NEW CB TYPE 2 21.09 1&5- 16.9 12 NEW CB TYPE 2 4' 47.-0-18.3 14 NFW f.R TYPF 1 18 48.+ 18.6 1011 FRI 1115011 IdP1Al7lx71:7/:U 27 NEW CB TYPE 1 20.96 2}}221.16 ® PIPE END -- 17.4 31 EX. CB 21.61 493-19.35 32 NEW CB TYPE 1L 21.06 4@& 20.1 U EX. CB 20.96 16.4 IN 12" a1 EX. CB 20.84 16.4 a2 EX. CB 22.24 16.9 ® EX. CB 21.06 11.4 (DUT 12" NJ 17.7 IN It NESWV�EI. ® EX. CB 20.95 186(OUT I P?"ESW, 45 EX. CB 21.41 19.0 46 EX. CB 21.89 19.3 47 EX. CB 21.88 19.5 48 EX. CB 22.02 19.6 49 EX. CB 22.31 19.9 52 EX. CB 21.09 18.0 55 NEW CB TYPE 1 .004 NEW CB TYPE 1 SW) 1 4 1 5 PIPE SCHEDULE PIPE / DIAMETER LENGTH (FT.) SLOPE (FT./FT.) DETENTION SUMMARY: GRADE PROPOSED CHAIN LINK FENCE - -x- 1 et EX. 12" 61 .002 p 2 BY THE EXISTING POND WEST OF THE SITE, FOLLOWING THE PROPOSED ORNAMENTAL FENCE NEW 12" 113 .003 DRAINAGE PATTERN OF THE PREVIOUS DEVELOPMENT. A NEW - PROPOSED CONCRETE WALK �. r EXISTING CONTOUR 3 EX. 12" 89 .006 • 4 EX. 12" 159 .004 5 PROPOSED RIDGE LINE ----RIDGE----- EX. 12" 62 .008 GRAPHIC SCALE F-61 EX. 12" 160 .003 7 SEE SHEET C-2.2 FOR EX. 12" 114 .004 -o NEW 12° 18 �e6-.024 12 NEW 12° 17 �9E .076 14 NEW 12° 105 U3er .009 ( IN FEET ) 16 NEW 12" D.I. 93 .005 17 NEW 12" D.I. 68 .005 CUT 6,500 CU -YDS 20 NEW 8 D.I. RLL 5,000 CU -YDS 0 3 21 NEW 8" D.I. 113 13 22 NEW 8" D.I. 99 .005 25 NgANR FO NEW 8" D.I. 0 X04.000 26 NEW 8" D.I. 116 .013 30 EX. 12" 16 °�A , , � _ .113 31 NEW 12" D.I. 160 .005 32 NEW 12" D.I. 133 .005 4a roved bDate---- PP y------ EX. 12" 39 .003 F-411 EX. 12" 197 .003 Approved by. 42 EX. 12" 111 .005 43 Approved by. EX. 12" 165 .005 44 EX. 12" 167 .002 45 _ Approved by.______ EX. 12" 70 .004 BY DATE APPR 46 EX. 12" 59 .003 47 EX. 12" 58 .002 4a EX. 12" 57 .005 52 EX. 12" 137 .002 53 EX. 12" 153 .005 54 NEW 12" D.I. 12 �5- .013 55 NEW 12" D.I. 109 .005 56 NEW 12" D.I. 126 .005 6o EX. 12" 89 .004 61 EX. 12" 40 .018 .ALL SO PIPE TO BE PVC ASTM D3034 SDR 35, UNLESS OTHERWISE NOTED REMOVE EX CB AND INSTALL PIPE 2 THROUGH WALL FOOTIN� SEE SHEET 51.0 OF THE A1tCH. PUNS FOR DETAIL CONNECT PIPE 2 TO EX. PIPE 1 UTILIZING APPROVID FlITINGS 23.8 EX. 1 �❑1 I WETLANDS I I j yq 23ANED \ IX. CRASS SWALE \10 n4 20 21 2; D% SEE SHEET C-2"1 FOR CURB nrtun. rww rurz uuwL 23.7 EX 23.8 EX 24.4 EY 24.8 EX. X 4.7 EX 4.7 52 1 EX. MATCH EX MATCH EX MATCH IX. ATCH E%. MATCH EX. 242 FX X. ATCH IX. MATCH EX. 24.1 MATCH EX.\ \ MATCH EX EX. 24.4 MATCH EX_ 25.3 EX �MA..TCH IX. �EX CB TO REMAIN -_ J----px v, RIM=23.31 U3 L/ o- ❑22 \\ 0 23 4 �y`°�WCN314.7 >el " ^;:( 4 oAj �I s 20%{ STORM PROFILES PIPE SHEETHROT Sl WALL FOOTING, SCUPPER \ ) SEE SHEET DET IL THE ARCH. 21.5 0 16 16 � PUNS FOR DETAIL 7 • 25' WE ��R 24.6 6 , r PIPE THROUGH WALL 4. FOOTING, SEE SHEET �; 2461 24.6 24.4 I 1 WO/DETENTTONI 51.0 OF THE ARCH. POND / 's PLANS FOR DETAIL ISL FOOTING DRAIN CONNECTION 25 26 26 CARWASH -2 �0 CURB xx X59 FF=25 EX. CRASS -LINED SCUPPER 12 27 4" PVC RDL `j 6' PVC ROLE SWALE // 21.8 25 V N 24.4-,�.,.:... IE = 20.5 IE = 22.0 S SERVICE S(2) SALES 24.5 2465 FF=25.0 PRESENTATION 6" PVC RDLFF=25.0 / 24.6 ' 4" PVC RDROLEIE = 220 FF=25.0 4" PVC RDL 24.94 IE = 22.0 7 4.4 24.7 4'7 24.9 / Z4.15]-' 22.7 1.-4 24.4 TOP OF DETENTION f 23.1 � / 4. 4.1 31 / ee 0 4.4 - ,i. r/ 30 / .j 23.9 23.6 TP 4.4pgp TP 24.5 M1/DETENTION PONDS � `� 23.8 o 1 I i-2}�4�123.8 i 23.8 EXISTING OUTLET 30 • 23.4 q STRUCTURE / 723'7 1 23.4 ) 23.6 23.61 23.5 23.4 22.8 • �q� S3 I 3.0 < Y TP 2 22.6 \ 31 �TC 2 d4 J 32 52 � I,Z 1¢ .re� 1 23.3 L 23.6 52 r'7 21.8 40 / 1. X. 7 e 22s 21.6 II 61 V� MATCH EX. 22.3 ^\m 224 41 ® 41 X39 22 - 6 22.9 % 42 4P 22.6 r \\ 52 22.8 10743 ' ` 221\ -MATCH EX. _ _ 43 % ENGINEER'S CONSTRUCTION RECORD CERTIFICATION �220 22.3 227 9 SEE SHEET CV -1.0 FOR THE SIGNED ENGINEER'S CONSTRUCTION REOCRD CERTIFICATION 221 izzt 21.92211 I I I I I I I I OIIIIII I 22.7 EX. RIM TO PROPOSED PROPOSED CURB & GUTTER MATCH EX. IE=23.0 - DETENTION SUMMARY: GRADE PROPOSED CHAIN LINK FENCE - -x- -x- PROPOSED WATER QUALITY STRUCTURES ■ et REPLACE EX 12" ON-SITE DETENTION AND WATER QUALITY WILL BE PROVIDED PROPOSED BENT PIPE BOLLARDS PROPOSED CLEAN p MATCH E%. BY THE EXISTING POND WEST OF THE SITE, FOLLOWING THE PROPOSED ORNAMENTAL FENCE OUT TO GRADE (COTG) TO � J DRAINAGE PATTERN OF THE PREVIOUS DEVELOPMENT. A NEW - PROPOSED CONCRETE WALK �. r EXISTING CONTOUR = 22.0 WATER QUALITY STRUCTURE WILL BE PROVIDED TO TREAT AN 15.7 • • EQUIVALENT AREA OF NEW IMPERVIOUS POLLUTION PROPOSED CONCRETE PAVEMENT PROPOSED CONTOUR 0 GENERATING IMPERVIOUS SURFACE, THE SITE WILL ADD PROPOSED RIDGE LINE ----RIDGE----- APPROXIMATELY 55,000 SF OF NEW POLLUTION GENERATING GRAPHIC SCALE IMPERVIOUS SURFACES. 50 0 25 50 100 200 PRELIMINARY EARTHWORK VOLUMES: SEE SHEET C-2.2 FOR NOTES K NOTE: ( IN FEET ) , THE GRADING VOLUMES LISTED BELOW ARE PROVIDED FOR INFORMATION ONLY, AND SHALL NOT BE USED FOR BID PREPARATION. THEY REPRESENT THE 1 inch = 50 ft. o DIFFERENCE BETWEEN EXISTING AND FINISHED GRADE SURFACES, WITH NO ADJUSTMENTS MADE FOR SUBGRADES OR SURFACE PREPARATION REQUIREMENTS. CUT 6,500 CU -YDS RLL 5,000 CU -YDS CONTRACTOR TO ADJUST RIMS OF Know what's below. NET CUT 1,500 CU -YDS Call before you dig. EXISTING STRUCTURES TO NEW GRADE. L NgANR FO rim, CITY OF RENTON °�A , , � _ roved bDate---- PP y------ Date__ - Approved by. Date___ W 1505 1505 Westlake Ave. N. T (206) 522-9510 '$o BAp1st8pgJ`�$ Approved by. Date___ �w Suite 305 F (206) 522-8344 �xf0 L Seattle. WA 98109 wnw.PxIAND.0W 11/06/17 _ Approved by.______ Date___ N0. REVISION BY DATE APPR w I I I I I I I I OIIIIII I 22.7 EX. 1,0% MATCH EX. IE=23.0 - ��- REPLACE EX 12" 220 E%. PVC PIPE MIN MATCH E%. }fig NEW 12" D.I. PIP[ TO � I � I MATCH IX. 222,.5 COTG 1,0% IE=23.0 ��- REPLACE EX 12" PVC PIPE MIN NEW 12" D.I. PIP[ TO � 55 21.96 1 = 22.0 56 15.7 • • ir 24.8 \ 55 \� 2-I \ 4 ._ 23.0 . 24.2 x\24.5 2 O W J W INTERCEPT IX. �)214 ,/ ii `�/ PIPE WITH NEW / /A-'+ 7=1 214 4y zz MATCH EX Y 7 EX / .7 MATCH IX. 2.3 7 MATCH IX. % d 45 46 45 46 I 5 IX. :H IX. MATCHjj oar. sax. rcs MATCH IX. I 47 I I � I I � 49 9� I I r❑ SW 41ST ST mm Igm AS NOTED "°'""' CITY OF + RENTON DATUM sem Na Planning/Building/Public Works Dept. Cpm_ (_ STORE NO. 7252 MMMMMM THE AUTO SUPERSTORE GRADING AND DRAINAGE PLAN R-394043 1116 MATCH EX. N In N n O Z LU EL O H Cn Q Q U E N w i 0 GRADING NOTES 1. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY B PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFUCTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR RENEW. 2. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED AT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTIUTY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. C THE INFORMATION IS NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTIUTIES. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 3. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. 4. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTIUTIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 5. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL CONTRACTOR SHALL APPLY U STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS WITH GRASS IN ACCORDANCE WITH LOCAL SPECIFICATION UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 6. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE IBC CODE AND APPLICABLE LOCAL REGULATION. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. 8. ALL POLLUTANTS OTHER THAN SEDIMENT ON-SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS E OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 9. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM PROJECT SITE. 10. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 11. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE BUILDINGS SPLAY LINE OF THE FOOTINGS. 12. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY. 13. FOR LAYOUT INFORMATION REFER TO THE SITE PLAN AND HORIZONTAL CONTROL PLAN. CITY OF RENTON SURFACE WATER DRAINAGE NOTES STORM DRAINAGE NOTES 1. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 2. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 3. STORM DRAINAGE PIPE WITH LESS THAN 2'-0" COVER SHALL BE CLASS IV REINFORCED CONCRETE PIPE, OR APPROVED EQUAL TO SUSTAIN H-20 LOADING. 4. ALL ON-SITE STORM DRAINAGE PIPE SHALL BE SMOOTH WALLED INTERIOR, MANUFACTURER'S VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT N=0.012 OR LESS. 5. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. 6. ALL CATCH BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME IS AT TOE OF CURB OR FLOWLINE OF GUTTER (WHERE APPLICABLE). 7. CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR ALL NEW INLETS. 8. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 9. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". 10. CONTRACTOR SHALL CONNECT ROOF DRAIN LEADERS AND FOOTING DRAINS TO PROPOSED STORM DRAINS AS SHOWN. 11. CONTRACTOR SHALL CONFIRM STRUCTURE CONSTRUCTABILITY WITH MANUFACTURER PRIOR TO DELIVERY AND INSTALLATION. of iK,�aG p� ry CITY OF RENTON SAS NOTED""' CITY OF CARIIIB_i(_ STORE NO. 7252 R - o WEE by.Date RENTON THE AUTO SUPERSTORE Approved by.Date___ wwx_WE 1505 Westlake Ave. N. T (206) 522-9510 rOO� P�talygba g DATUM Suite 305 F (206)522-8394 Zg,�,L �,cr- Approved by.____ Date___ wFFa PIanRh9/Baildin9/Pablic works Dept. GRADING AND DRAINAGE NOTES Seattle. WA 98109 wxw.Pxtarvo.mm n/0617 Approved by.Date___ NO. REVISION HY DATE IPPR W.M AS -BUILT /06/17 C-2.2 • , mmmm©m 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN 20. ALL DRIVEWAY CULVERTS LOCATED W9THIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROTIDE A MINIMUM 3:1 SLOPE FROM THE REVIEWER. EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND G 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS 4 - 8 INCH ROCK / 40 - 70% PASSING; AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL 2 - 4 INCH ROCK / 30 - 40% PASSING; AND ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO LESS THAN 2 INCH ROCK / 10 - 20% PASSING. ADDITIONAL COST TO THE CITY. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC). THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE SUBMITTED TO THE CITY UPON COMPLETION. APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. H RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. a. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7A.M.TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. APPROVED OUTFALL LOCATION. EASEMENTS REQUIRE CITY RENEW AND APPROVAL PRIOR TO CONSTRUCTION. b. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND B. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. c. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL d. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. e. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUBOUT CONVEYANCE LINES WITH RESPECT TO OTHER 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY UTIUTIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS, ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH f. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. RESTORATION STANDARDS. g. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE J 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNDION WITH ALL CONSTRUCTION ACTIVITY UNLESS EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. MAINTAIN THE MOISTURE CAPACITY. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGGTH OF AND/OR LIABILITY CONNECTED IWTH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. PIPE. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF K 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED 'MTH A WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE PERMANENT RENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). of iK,�aG p� ry CITY OF RENTON SAS NOTED""' CITY OF CARIIIB_i(_ STORE NO. 7252 R - o WEE by.Date RENTON THE AUTO SUPERSTORE Approved by.Date___ wwx_WE 1505 Westlake Ave. N. T (206) 522-9510 rOO� P�talygba g DATUM Suite 305 F (206)522-8394 Zg,�,L �,cr- Approved by.____ Date___ wFFa PIanRh9/Baildin9/Pablic works Dept. GRADING AND DRAINAGE NOTES Seattle. WA 98109 wxw.Pxtarvo.mm n/0617 Approved by.Date___ NO. REVISION HY DATE IPPR W.M AS -BUILT /06/17 C-2.2 • , mmmm©m GENERAL UTILITY NOTES 1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD SPECIFICATIONS. A 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, IX. FIRE HYDRANT - INCLUDING TOPOGRAPHY, AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR B REVIEW. N 3. CAUTION - NOTICE TO CONTRACTOR I 11' UTILITY E N THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTIUTIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR O COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY Z EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE LU CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICTNTHTHE oc C PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS AND EXACT BUILDING H- UTILITY ENTRANCE LOCATIONS. CTI 5. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. X 6. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. �25' WL BUFFER Q 7. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY 2 EXISTING LINE. oc D 8. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. POTHOLE AND VERIFY ACTUAL ELEVATION OF Ex. 12' U9. ALL UTILITIES SHOULD BE KEPT TEN (101) APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE WATER MAIN AT All CROSSINGS BY NEW STORM LINES (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). MAINTAIN 6' MIN. VERTICAL CLEARANCE BETWEEN 10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINE PIPES. (EXISTING AND PROPOSED), THE SANITARY UNE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT ' THICK % 2' X 2' WIDE ETIIAFOAM PAD LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE BETWEEN INSTALL STALL6WATER AND STORM PIPES THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 50). IF MIN. 6' CLEARANCE CANNOT BE ACHIEVED, LOWER E 11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. SECTION OF WATER MAIN W,TH VERTICAL BENDS AND 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH BLOCKING AND/OR WITH PIPE JOINT DEFLECTION. REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. CITY CREW TO PERFORM LOWERING OF Ex. WATER MAIN. 13. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES CONTRACTOR SHALL PROVIDE ALL MATERIALS AND SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. /PERFORM IXCAVATION AND FINAL RESTORATION. 14. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 15. CONTRACTOR TO PROVIDE TRENCHING, BACKFILL, CONDUITS, AND PULLING WIRES FOR UNDERGROUND TELEPHONE F SERVICE FROM EXISTING FACILITIES AS SHOWN ON ELECTRICAL SITE PLANS. CONTRACTOR TO COORDINATE .1110' UTILITY ESMT. INSTALLATION AND POINT OF CONNECTION WITH UTILITY PROVIDER. F 16. CONTRACTOR IS TO PROVIDE TRENCHING, CONDUIT, AND BACKFILL FOR ALL UNDERGROUND POWER LINE AND I EX 15' UPUTY ESMT.- VAULTS AS REQUIRED BY UTILITY PROVIDER. POWER LINES AND POLES TO BE INSTALLED BY UTILITY PROVIDER. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING AND FOR PRIMARY ELECTRIC SERVICE LOCATIONS. 17. GAS PIPING SHOWN FOR COORDINATION ONLY. INSTALLATION OF THE GAS MAIN AND METER TO BE ACCOMPLISHED . ..-. BY UTILITY PROVIDER rEX. FIRE HYDRANT - -15' UnUTY ESMT. Y I 40' ACCESS, GRADING & UTILITY ESMT: PROP. SITE WALL (TYP.) - -EXW -- -EXW- LX IV -- -EXJ- Ex N.r -- X. TRANSFORMER TO BE RE -USD PROP. 2,000 GALLON RECLAMATION TANK, SEE PLUMBING PLANS IE 6" I14=21.07 IE 6' OUT=20.90 53LF 6' PVC SS XXX@_\ 0 1% MIN. 34LF 6" PVC SS- pROp. SITE 0 1% MIN. WALL (TYP.) 26LF 6' PVC `. 0 1% MIN. SD PROP 1,000 GALLON OIL/WATER SEPARATOR, SEE PLUMBING PLANS C IE 6' IN=20.07 -G IE 6" OUT=19.90 83LF 6' PVC SS 0 1% MIN. PROP. ABOVE FUEL. TANK SANITARY SEWER STRUCTURES I O� a SADDLE SSMH 01 SSMH 05 - _�_ _------- _ __ - -_-- C-5.1 01 RIM=22:3- 22.4 C-5.1 �' RIM=242- 24.12 20' UTILITY - PROP. GAS SERVICE C-9.2 �E 182"I oor�.''".11.0 (EX.) E 8" OU X19;899 SANITARY SEWER NOTES WATER NOTES DECOMMISSIONED EX. DOMESTIC ABBYY DEMO CONTRACT H c ea ° RIMMH 23.32 Col ESC60-01� 88 SEE SHEET C-5.0 FOR CITY OF RENTON SEWER NOTES SEE SHEET C-7.0 FOR CITY OF RENTON WATER NOTES E B°'"=}34413.32 SSS ENGINEER'S CONSTRUCTION RECORD CERTIFICATION IE 8" OUT=433413.17 0 0 3 �-�, SSMH 03 IE 6"=20.* 20.18 SEE SHEET CV -1.0 FOR THE SIGNED ENGINEER'S CONSTRUCTION REOCRD CERTIFICATION c-5., e ' E a° 112r s.sa G ES� 20.3EGEND IE 8" OUT -15.61 15.43 4 SS PROPERTY LINE - - PROPOSED SANITARY SEWER PIPE 1 2 PROPERTY LINE-s.o c-5. en SSMH 04 IE 6"=28:8& 20.98 (OFFSITE)( ) - - PROPOSED SANITARY SEWER C-S.t V RIM=22.8- 22.66 1 � C��5 EXISTING EASEMENT ----------- CLEANOUT (SSCO) v IE 8" N=47@316.68 SSCP PROPOSED BUILDING IE 6"=2H9-21.26 PROPOSED SANITA Y • 1 2 IE 8" OUT --%-&316.56 SEWER MANHOLE SSMH c-5.1 c-5. i PROPOSED SITE WALL ) SCO O6 EXISTING CURB ----------- P OPOSED 0 W SEPARATOR D 1 TO EMSTING TEL 29LF 6' PVC SS I 015 MIN. I I II 1.,40 :I I FUEL PUJ U% 1 - --LI 20.26 8" SS 19.15 CARWASH �❑ WATER FITTINGS ,SENER EXISTING WATER PIPE SEWER ENTR ENTRY .' c 7.0 11-85 IE = 21.5 ❑3 1 - 6" 90' BEND M PROP. EXISTING FIRE HYDRANT SERVICE GAS METER PROPOSED FFE = 25.0 1 1 - 12"x8" MJXMJxFL TAPPING TEE PROP. 6" ARE SERVICE PRESENTATION PROPOSED WATER PIPE PROP. 27 DOMESTIC C 2 3 SERVICE 1 - 8" GATE VALVE EXISTING STORM PIPE Ex so - RPBA 3" FLOOR DRAI , 17LF 6° C-7.0 C-7.0 SEE PLUMBING WA FIRE 1 - THRUST BLOCK ❑2 1 - 12"x6" MJxMJxFL TAPPING TEE �2NF 6" PVC SS'r' 0 2% MIN. Ir.ESMT. D o l EX.e25' UTIUTYI . DuR S SALES SS ENTRY IIIIFI IE = 21.68 n 111 -PROP. FII �7nz ✓/ e �® 8_X6' 9 REDUCER 11111F fin WA AROI CONNECT NEW 2' DOMESTIC 3 B 8 SERVICE TO EASING WATERMAN 1 cl 6' DDCVA IN VAULT PER REMOVE E%. FIRE HYDRANT STU PLAN 360.4. INSTALL AL' MJ PLUG ON IX. I a --I INSTALL SUMP TO DRAIN TO (� SURFACE VIA 6'0 OUTLET 10' UTILITY ESMT. AND PROVIDE POWER. W W - y/Irl e - - 15' WATER E LIT.' I_ I IX. FIRE HYDRANT ) 16.67' ACCESS & UTILITY ESMT�I I I 3 1 C-5.1 2 CROSSING TABLE CC IE� UTIL 1 /RECLAIM TANK ■ O p-4.1 P-4.1 WATER SERVICE METER U% 1 PROPOSED CURB & GUTTER - 20.26 8" SS 19.15 1.11 WATER FITTINGS PROPOSED CHAIN LINK FENCE -x EXISTING WATER PIPE Exm c 7.0 JPROPOSED ❑3 1 - 6" 90' BEND BENT PIPE BOLLARDS EXISTING FIRE HYDRANT -Ex GAS - PROPOSED FIRE HYDRANT 1 1 - 12"x8" MJXMJxFL TAPPING TEE PROPOSED ORNAMENTAL FENCE PROPOSED WATER PIPE XXTF 6' WA FIRE 2 3 PROPOSED GAS SERVICE 1 - 8" GATE VALVE EXISTING STORM PIPE Ex so - RPBA 8" SS C-7.0 C-7.0 1.30 1 - THRUST BLOCK ❑2 1 - 12"x6" MJxMJxFL TAPPING TEE EXISTING STORM STRUCTURES PROPOSED STORM PIPE D PROPOSED THRUST BLOCK PROPOSED FDC VA � 1 C_7.1 3 1.50 UX 7 1 - 6" GATE VALVE BETWEEN 1 - THRUST BLOCK SHOWN SCHEMATICALLY c-7.1 CROSSING TABLE 1 - THRUST BLOCK UTIL 1 PROPOSED STORM STRUCTURES ■ O PROPOSED WATER SERVICE METER U% 1 2 20.26 8" SS 19.15 1.11 U% 2 EX. 12" WA 19.0 8° SS c 7.0 K ❑3 1 - 6" 90' BEND - EXISTING GAS LINE -Ex GAS - PROPOSED FIRE HYDRANT Yr 2 C-zt 18.3 1 - THRUST BLOCK 16.6 PROPOSED GAS SERVICE Gr PROPOSED RPBA 8" SS 1 C -7.o 1.30 ® 1 - 6" 45' BEND I EX. 12" SD 17.75 1 6" WAS 16.25 1.50 UX 7 EX. CROSSING TO BE ADEQUATE BETWEEN 1 - THRUST BLOCK SHOWN SCHEMATICALLY ONLY; PROPOSED GAS METER PROPOSED DDCVA ® C 7.1 ❑5 2" DOM. METER (BY CITY) COORDINATE W/ PROVIDER PROPOSED COMMUNICATION LINE T PROPOSED DCVA 5 c 7.1 2 RPBA IN ABOVE GROUND PROPOSED BURIED ELECTRIC E LIGHTING >b m ENCLOSURE PER STD PLAN NO. 350.2 L (RANK PO aY ■A,ggY J,y • CITY OF RENTON ySs`$ _ 0 mfflkl Approved by- Approved by. _ Date-- ate__ _ Date-- 1505 Westlake Ave. N. 1505 T (206) 522-8510 '� P�Yiy1B+,gg9o`� Approved by. ?yy2onAV Data_ Suits Seine.. Seattle. WA 98109 F (206) 522-8344 www.PncLwo.mH _ 0l''' nroam Approved by. ----Date__ _ NO. REVISION BY DATE APPR CROSSING TABLE CROSSING UTIL 1 UTIL 1 INVERT ELEV UTIL 2 UTIL 2 CROWN ELEV A U% 1 12" SO 20.26 8" SS 19.15 1.11 U% 2 EX. 12" WA 19.0 8° SS 17.9 1.10 NOT USE - - - - - U% 4 6° WA 18.3 8" SS 16.6 1.70 U% 5 EX. 12" SD 17.8 1 8" SS 1 16.5 1.30 UX 6 I EX. 12" SD 17.75 1 6" WAS 16.25 1.50 UX 7 EX. CROSSING TO BE ADEQUATE BETWEEN AS BUILT 12" WA & 12" SO ASSUMED NOTE EX. WA ASSUMED 3' BELOW EX GRADE t CONTRACTOR TO ADD VERTICAL BENDS AS NECESSARY FOR 6" WA TO CLEAR EX. 12" SO ire. AS NOTED"°""' LE ML DATUM rmmm -I I I l 'I I I I >` IX. SSMH RIM = 21.63 - CL CHNL 127 PVC (N -S) 11.85 �� - - 15' UTILITY ESMT. -ExW- �-i - SIGNAGE ESMT. \ I \ I ° 8• >b 15' LANDSCAPE- & UTILITY ESMT. � m � � >b IRR. METER (BY CITY) 1/2' DCVA PER STD PLAN NO 340.8 a I b l O �J m i J � a I' > I W I m X EX SSMH RIM = 22.10 14IE CL CHNL = 12" PVC (N -S) = 11.5 I Ili I I mm> 111 X IE 1 l I CAIG'S, 7}I -CONNECT TO SS MAIN ILII I JJ BIE = 15.0 8 8 U�0 RESTORATION AND TRENCH RESTOtATION 60 WA ARE ARE HYDRAN 10' Unutt ESMT. i x 15LANDSCAPE! bj x - - - - - & UTILITY ESMT. r -16.67' ACCESS & UTUTY ESMT. I ACCESS ESMT. 5 UTILITY ESMT. I EX SSMH RIM = 22.51 IE CL CHNL 12' PVC (N -S) - 10.9 X I/ W. 10' LANDSCAPE I EAST. TRANSFORMERI ESMT I -EX SS -15' SIDEWALK ESMT. - �GA9--$-- - SW 41ST ST GRAPHIC s J �® CITY OF M RENTON Planning/Building/Public Works Dept. before you ( IN FEET ) 1 inch = 50 rt. C AUTO E STORE NO. 7252 mii/06/1 THE ; UTILITY PLAN C-3.0 S-394005 W-394004 R-394046 111610101311 CITY OF RENTON SANITARY SEWER NOTES BEDDING FOR SANITARY SEWER PIPE 0 �f% SEWER Am PROPERTY UNE ro �sDL (MGM As xFEDED) � I 6 anSEWER SNBE fURM 4' SDC SEWER 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND A SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. �I H LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND ^ k� I WGPPED MOUND ME SND AND 3. COMPACT REDDING MATERIAL TO 95.5 MAX. DENSITY EXCEPT DIRECTLY MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF OVER PIPE. HAND TAMP ONLY. Mo APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 4. PIPE INSTALLATION SHALL BE PER SECTION 7—OB OF THE NMF CIEANWT CAST IRM FING750 AND CUYFq 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON O APPROVED SEMEFE SPECIFY •SEMEN' M WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS 5. PIPE HONE MATERIAL SHALL BE PER SECTION 2(3)' DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL B WORK WTHIN PUBLIC RIGHT OF WAY. N `FRRIE 4. 9M SEWER \S' �FUNRE 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE MAN SUE % On TEE N CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID N D. CONCRETE MAN - OUT M A NEW POD iL USWG'SMONG-BACR• FIEMBIE CWPUNGS (FMNCO M APPROVED EQUAL). DAMAGE OR DISTURBANCE. r (ON MPRMID EWA.). 4. A PRE—CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO O E MMI CIXISCRM - GL CONNECTIONS TO MANHOLES 91A11 BE AT MANUFACTURED KNOCK -MM M NE STRUCTURE STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL Z NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A LU C REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EC per-(, m NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 0 S• lED HORDONTAL 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CF 1i gET.Yd R� Aun L' MD.g: UNLESS OTHERWS: SHOWN ON PSN. BOE SEMER SHALL HAW A MINIMUM 25' COVER AT PROPERTY UNE OR 3-5' CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. X 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER Q RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. U 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN (aj PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS—BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. L W (SEE NOTE 7) LIMITS OF PIPE ZONE 1'r0" BEDDING MATERIAL FOR F SANITARY SEWER PIPE D.D. OF PIPE (SEE NOTE 6) FOUNDATION LEVEL � I BEDDING FOR SANITARY SEWER PIPE 0 J 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERIMSE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON—SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE IMTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. �f% SEWER Am PROPERTY UNE ro �sDL (MGM As xFEDED) � I 6 anSEWER SNBE fURM 4' SDC SEWER MOWS / \ 7 x A SND MARRING POST PNNTM 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. �I H 2. HAND TAMP UNDER HAUNCHES. ^ k� I WGPPED MOUND ME SND AND 3. COMPACT REDDING MATERIAL TO 95.5 MAX. DENSITY EXCEPT DIRECTLY N OVER PIPE. HAND TAMP ONLY. Mo 4. PIPE INSTALLATION SHALL BE PER SECTION 7—OB OF THE NMF CIEANWT CAST IRM FING750 AND CUYFq STANDARD SPECIFICATIONS. O APPROVED SEMEFE SPECIFY •SEMEN' M z 5. PIPE HONE MATERIAL SHALL BE PER SECTION 2(3)' REND As A RUG (M MPROWO EQUA.) OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL 0 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW N `FRRIE 4. 9M SEWER \S' �FUNRE UNE IS MAINTAINED. O MAN SUE % On TEE N A NTMRED CLAY NAM - WT M A NEW PVC 'T USING •SMMC-BAIX• F1EA&E CWPWGS (fIXNCO OR APPROVED EQUAL). 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE D. CONCRETE MAN - OUT M A NEW POD iL USWG'SMONG-BACR• FIEMBIE CWPUNGS (FMNCO M APPROVED EQUAL). STANDARD SPECIFICATIONS U (ON MPRMID EWA.). Z E MMI CIXISCRM - GL CONNECTIONS TO MANHOLES 91A11 BE AT MANUFACTURED KNOCK -MM M NE STRUCTURE SHALL BE CM2 -DRUID. S 3006 PS YM ow CONCRETE / NO g per-(, m I J 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERIMSE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON—SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE IMTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. E R/W SURFACE CLEANOUT IMM CASE IRON MG MO COYER I (EASTMAN RMI %9WKS PRWUCT NO M57502 OR APPROVED EQUAL SPED" SEWERS M UD), (SEE SN. PLM 403.1 FOR INSTALLATIM) I JAI___________________T_J---_—____ L --_J TH EADEE T ELIaEADm BOB As �� CLEAN—OUT ER6RMG 6" SEMER 51118 flEWIRED ADAPTER HU %(RENWVE TO R/Wj A PLUG M EIDSTNG SAMWTMY SEVER MAIN "PPRDVE° E `(RPAOYLj _ C(�r_________— —� ____ 6"x 4' REDUCER BEND AS REWIRED EMSTNG 4' WE SEW9i (NOT M EXCEED 45) \PROPOSED 6" SEVER SNB SEWER MAN sla % 6" TOE PROPOSES SEWER MGN sr°-PUMN-a' STANDARD SIDE SEWER SiD.PUW-906.1 pUBUOWORKS TYPICAL SIDE SEWER CONNECTION aTM t'1wN 4MT K Pu DEPARTMEUCWOMNT PIPE BEDDING PUBLICDEPARTMENT INSTALLATION DEPARTMENT 3 DEPARTTAENT FOR SANITARY SEWERS wa DEPARTMENT (SEWER MAIN TO PROPERTY LINE) FOR SEWER MAIN REPLACEMENT CITY OF RENTON PIPE BEDDING DETAIL CITY OF RENTON SIDE SEWER DETAIL 2 CITY OF RENTON STANDARD DETAILS NTS I CITY OF RENTON STANDARD DETAILS NTS L CITY OF RENTON 11/06/17 M•.AS NOTED �7'••' CITY OF CARAT STORE NO. 7252 _ 0 k0 Approved by.Date___ MET aaa w{ THE wuTo SUPERSTORE w WE RENTON Approved by.Date___ DATUM IMMIG °' 1505 Westlake Ave. N. T (206) 522-9510 �„,� Planning/Building/Public Works Dept. SANITARY SEWER NOTES & DETAILS Suite 305 F (206)522-8399 Approved by. __ Date___ seuE.d%aINUI.n Seatde,WA98109 W .PM(nND.wn Approved by.______ Date___ NO. REVISION BY DATE APPR WFF AS—BUILT S-394006 R-394047 1 6 0 0 3 1 5 E �f% SEWER Am PROPERTY UNE ro �sDL (MGM As xFEDED) � I 6 anSEWER SNBE fURM 4' SDC SEWER / \ 7 x A SND MARRING POST PNNTM SERER MAIN ` ME % 8" TEE I a• GM WHITE WTI THE WORD "sEMR' SMIN°LLu IN an HIGH IMI TETTERS AND PE %M k� I WGPPED MOUND ME SND AND 'J EXTENDED TO ME TOP OF NE STUD. a `COUPUNL (m) NMF CIEANWT CAST IRM FING750 AND CUYFq (EAST IB PRODUCT AV. O]YTSpt M (FASO VMOM IRM WCFY APPROVED SEMEFE SPECIFY •SEMEN' M )UDI i.AH i (9EE SN. PLM 461.1 FM INSTILAWONJ I - -MREAMED CIEM-Wi MMIFEI Xu8 REND As A RUG (M MPROWO EQUA.) REWIRED EMISSIONS SMITHY MWER_] NER uux `FRRIE 4. 9M SEWER \S' �FUNRE SENFfl SNB GI 061E 81 4' REDUCER `51TMR MAN SUE % On TEE A NTMRED CLAY NAM - WT M A NEW PVC 'T USING •SMMC-BAIX• F1EA&E CWPWGS (fIXNCO OR APPROVED EQUAL). D. CONCRETE MAN - OUT M A NEW POD iL USWG'SMONG-BACR• FIEMBIE CWPUNGS (FMNCO M APPROVED EQUAL). C. PVC k CBW PVC MGM - OUT R NEW TEE U RING MOO CWPMNGS OR CME-ORNFD MTH A SMAC SMOE (ON MPRMID EWA.). 0. DUCATS IRM MAN - CME -MILLED MHN A ROME SOME (M APPROVED EQUAL) E MMI CIXISCRM - GL CONNECTIONS TO MANHOLES 91A11 BE AT MANUFACTURED KNOCK -MM M NE STRUCTURE SHALL BE CM2 -DRUID. S 3006 PS YM ow CONCRETE / NO g per-(, rd _'(x MIN 5y0'E S• lED HORDONTAL 6" Mlx. gi°R •SEWER MGN MAIN PWOI[iF pm[Iw' A NEE ix Twl�$Ai Our SOBER CF 1i gET.Yd R� Aun L' MD.g: UNLESS OTHERWS: SHOWN ON PSN. BOE SEMER SHALL HAW A MINIMUM 25' COVER AT PROPERTY UNE OR 3-5' LOWER THAN ME LOWEST HOUSE EIEVATON. WHENEVER IS LOMFR E R/W SURFACE CLEANOUT IMM CASE IRON MG MO COYER I (EASTMAN RMI %9WKS PRWUCT NO M57502 OR APPROVED EQUAL SPED" SEWERS M UD), (SEE SN. PLM 403.1 FOR INSTALLATIM) I JAI___________________T_J---_—____ L --_J TH EADEE T ELIaEADm BOB As �� CLEAN—OUT ER6RMG 6" SEMER 51118 flEWIRED ADAPTER HU %(RENWVE TO R/Wj A PLUG M EIDSTNG SAMWTMY SEVER MAIN "PPRDVE° E `(RPAOYLj _ C(�r_________— —� ____ 6"x 4' REDUCER BEND AS REWIRED EMSTNG 4' WE SEW9i (NOT M EXCEED 45) \PROPOSED 6" SEVER SNB SEWER MAN sla % 6" TOE PROPOSES SEWER MGN sr°-PUMN-a' STANDARD SIDE SEWER SiD.PUW-906.1 pUBUOWORKS TYPICAL SIDE SEWER CONNECTION aTM t'1wN 4MT K Pu DEPARTMEUCWOMNT PIPE BEDDING PUBLICDEPARTMENT INSTALLATION DEPARTMENT 3 DEPARTTAENT FOR SANITARY SEWERS wa DEPARTMENT (SEWER MAIN TO PROPERTY LINE) FOR SEWER MAIN REPLACEMENT CITY OF RENTON PIPE BEDDING DETAIL CITY OF RENTON SIDE SEWER DETAIL 2 CITY OF RENTON STANDARD DETAILS NTS I CITY OF RENTON STANDARD DETAILS NTS L CITY OF RENTON 11/06/17 M•.AS NOTED �7'••' CITY OF CARAT STORE NO. 7252 _ 0 k0 Approved by.Date___ MET aaa w{ THE wuTo SUPERSTORE w WE RENTON Approved by.Date___ DATUM IMMIG °' 1505 Westlake Ave. N. T (206) 522-9510 �„,� Planning/Building/Public Works Dept. SANITARY SEWER NOTES & DETAILS Suite 305 F (206)522-8399 Approved by. __ Date___ seuE.d%aINUI.n Seatde,WA98109 W .PM(nND.wn Approved by.______ Date___ NO. REVISION BY DATE APPR WFF AS—BUILT S-394006 R-394047 1 6 0 0 3 1 5 E 0 I C I L F C W J 159 L eOLTHOLES - 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (586mm) RTA R.C. (SFE RFTATI ) COVER & FRAME PLAN VIEW COVER BOTTOM VIEW I-� 25' DIA, (3) HLT SOC. (ALLEN HEAD) I L635mm7� 1' 3/4' 125mm] 5/B' -ll X 1.5 SS C19mm] RUBBER WASHER 8 3/40 L 2 1/2' 1222mm] 164mm] TYP COVER SECTION VIEW EON BOLTING DETAIL 26 1/2' DIA C673mm] 25 1/4' DIA l/4• E CASK] � Cfimm] 1 1/16' i/4' (Gmn) DIA C27mm] r 127mm] NEGPRENE GASKET 1 1 1152mm] C3nm] � 1/8' R3nm] 5/8' 23 3/B' DIA CL OPEN C16mm] 1594mm] GASKET GROOVE DETAIL 27 5/16' DIA C694mm] 34 1/8' DIA C8 67mm3 NOTES: FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). PUBLIC WORKS STD. PIAN- 401 DEI MANHOLE LRAM! AND COVER DECEMBER 2006 FOR SEWER MANHOLES IN ROW PUBLIC MANHOLE FRAME AND COVER DETAIL 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (2D6) 522-8344 Seattle. WA 98109 w .PxLAWCm 7' I NOT TO SCALE MANHOLE FRAME AND COVER ee SEE e.e--FRAME � ADJUSTMENT RINGS (2" MIN.) C-5.1 C-5.1 SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. B. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND, THE SHIMS IS PROHIBITED IS PROHIBI�D. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOUDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. B. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. STD. PLN —4001 (a PUBIJC WORKS STANDARD SANITARY MANHOLE DEPARENT SEPTEMBER 2011 CITY OF RENTON SANITARY SEWER MANHOLE DETAIL CITY OF RENTON STANDARD PLANS 1 1/2° CORE (TIP) 1' DIA LIFT HOLE 8 1/2" FROM CENTER OF COVER 2" RAISED LETTERS A 3/4" CORE (TYP) �TYP NON—SKID PATTERN ON 23' B.C. COVER PLAN FOR 5/8"-11 N.C.x1 1/4" S.S. SOC. HD CAP SCREW (3 REO'D) NON SKID PATTERN (TYP) n ,n N MACHINED SEAT � I } I /42 1/2" PACLAND SEAT SECTION A -A 2c" A ^MUM FRAIJIF PI AN WEBS 12" TH TAP: N.C. un to B.C. (TYP 3 PLACES) SECTION B -B FOR PRIVATE SEWER MANHOLES ON-SITE PRIVATE MANHOLE FRAME AND COVER DETAIL CITY OF RENTONASNOTED ''' CITY OF Approved by.Date_WF RENTON i Approved by.Date___ww"_wti LE ML A roved b Date___ DATUM PP y___ �wFF Planning/Building/Public Works Dept. Approved by.Date___ NO. REVISION UY DATE APPR WFF A""�X0L Cpm_ (_ STORE NO. 7252 THE AUTO SUPERSTORE SANITARY SEWER DETAILS /06/17 C-5.1 'A' 1 'B' 'C' 'D' 'E' 48" MH 48" 6" MIN. 5"MIN 24" IN. 21" I.D. 54" MH 1 54" 1 B" MIN. 5.5" MIN. I 24" MIN. 24" I.D. 60" MH 1 60" 1 8" MIN. 1 6" MIN. 1 42" MIN 1 30" I.D. NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. B. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND, THE SHIMS IS PROHIBITED IS PROHIBI�D. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOUDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. B. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. STD. PLN —4001 (a PUBIJC WORKS STANDARD SANITARY MANHOLE DEPARENT SEPTEMBER 2011 CITY OF RENTON SANITARY SEWER MANHOLE DETAIL CITY OF RENTON STANDARD PLANS 1 1/2° CORE (TIP) 1' DIA LIFT HOLE 8 1/2" FROM CENTER OF COVER 2" RAISED LETTERS A 3/4" CORE (TYP) �TYP NON—SKID PATTERN ON 23' B.C. COVER PLAN FOR 5/8"-11 N.C.x1 1/4" S.S. SOC. HD CAP SCREW (3 REO'D) NON SKID PATTERN (TYP) n ,n N MACHINED SEAT � I } I /42 1/2" PACLAND SEAT SECTION A -A 2c" A ^MUM FRAIJIF PI AN WEBS 12" TH TAP: N.C. un to B.C. (TYP 3 PLACES) SECTION B -B FOR PRIVATE SEWER MANHOLES ON-SITE PRIVATE MANHOLE FRAME AND COVER DETAIL CITY OF RENTONASNOTED ''' CITY OF Approved by.Date_WF RENTON i Approved by.Date___ww"_wti LE ML A roved b Date___ DATUM PP y___ �wFF Planning/Building/Public Works Dept. Approved by.Date___ NO. REVISION UY DATE APPR WFF A""�X0L Cpm_ (_ STORE NO. 7252 THE AUTO SUPERSTORE SANITARY SEWER DETAILS /06/17 C-5.1 w N to N f� O Z LU G fr O F- U) x a a D U E F G J L //10 2-1/4" BOLT DETAIL E Not to Scale FRAME r r r '.J l{ r OR ASPHALT DA . FOAM 45' (1/8) BEND ) BEND PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. 8" AND 6" CLEAN–OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. STD. PLAN - 403.1 PUBLIC WORKS I 8" OR 6" CLEANOUT DEPARTMENT FOR SANITARY SEWER MAIN CITY OF RENTON SANITARY SEWER CLEAN-OUT DETAIL =\LCI will 0110 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (20(5) 522-8344 Seattle. WA 98109 w .Pxtnrvo.mn CITY OF RENTON Approved by.Date___ Approved by.Date___ Approved by._ __ Date___ Approved by..______ Date___ NO. REVISION Job Name: CRRMA)C- STORE 7252 Job #: 20522 S �,��,,}/ Customer: H.D. FOWLER COMPANY � ccncre�e)proa�rs Structure ID: SSMH M01 REV Shape Concrete Products Company Type: Type 148" Sanitary Manhole d 1618 E Main 253-848-1551 03(1412017 - - - - - - - Puyallup, WA 98372 SADDLE SANITARY SEWER MANHOLE DETAIL AS NOTED "° i LE ML DATUM idwCITY OF RENTON Planning/Building/Public Works Dept. Cpm_ _ _ (_ STORE NO. 7252 THE AUTO SUPERSTORE SANITARY SEWER DETAILS /06/17 we I so 0000©E RECESSED UFT POCKET o O 3/4" LETTERING "SEWER" SEWER (2) BOLT SOC. 5/B" – 11 X (ALLEN HEAD) 1.5 STAINLESS 0 0 o STEEL REF. PART #00981177 O I'-11-3/16" //10 2-1/4" BOLT DETAIL E Not to Scale FRAME r r r '.J l{ r OR ASPHALT DA . FOAM 45' (1/8) BEND ) BEND PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. 8" AND 6" CLEAN–OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. STD. PLAN - 403.1 PUBLIC WORKS I 8" OR 6" CLEANOUT DEPARTMENT FOR SANITARY SEWER MAIN CITY OF RENTON SANITARY SEWER CLEAN-OUT DETAIL =\LCI will 0110 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (20(5) 522-8344 Seattle. WA 98109 w .Pxtnrvo.mn CITY OF RENTON Approved by.Date___ Approved by.Date___ Approved by._ __ Date___ Approved by..______ Date___ NO. REVISION Job Name: CRRMA)C- STORE 7252 Job #: 20522 S �,��,,}/ Customer: H.D. FOWLER COMPANY � ccncre�e)proa�rs Structure ID: SSMH M01 REV Shape Concrete Products Company Type: Type 148" Sanitary Manhole d 1618 E Main 253-848-1551 03(1412017 - - - - - - - Puyallup, WA 98372 SADDLE SANITARY SEWER MANHOLE DETAIL AS NOTED "° i LE ML DATUM idwCITY OF RENTON Planning/Building/Public Works Dept. Cpm_ _ _ (_ STORE NO. 7252 THE AUTO SUPERSTORE SANITARY SEWER DETAILS /06/17 we I so 0000©E w E F E v ^H 0 DEC z J rd PIPE ALL�ANC� nWIRL 1. YCROX PY¢EmNKbXwBWtlN G0e0Aahn.w w.RWn namemNTNm N.aO=2 NaIWwbw�� iN1aXRYeeeeslaX: Xi. m,'nwlnMeW.Ps®e Otln Midici 1 In"m,. el"lamear."�'�. a'a'mmmm.X°bmz'snn:lm:n. vlonw.wl Pween.Nldbw a<n�wu"'mar."na�.em- wnsmmmsP.er�amsa.n. 1 wla un eyim M1vn NaflevK O,aMbIMbM4[elmwt C Tl.mawN emm n.Nlm XumwnE. W W.mm. S M bw��a MBaMl oNnmy�.marldfm.atlM Wkeuy E Tn.oP.hmaalea maam Nm.maM.Pmwae.a.m,,. T NIBNwP W W e0cl W Pm,IN fiIIM,Xe tmYIMMn{Yal. E WMN41.1fubiBq.B+I Wln nobinvaeN�®xM s I rom TOP NEL 1 ON Unit waw I. Vi BY Pw,mmedam m. ED Vidww IW Vena HIS ere wlbly A Evil .tl A6SR'r 1 IN Ic ,n orbbMdomi W,nenftaM Odnuenl muixaro �ne.m se.rm®aon eos.lslzla,menwml aHenBN� NR.II,a,>• Mi � J NCNETRC YIx IM 6 SECTION YIIYLO BOLIBa Ni OCTAL sbi `AMONCEI = B.ANEwB.W T6 �Y J TpP ungwa xorEH I_ Lo�Baeon✓tiPimroMa°om'18w.ni. emmonpaX�wNr�amtl'mlw mu.freme. i RW N6MbId6EtlX.0oI1B8i16(21 mtlMamllgderenb. . TNmaam. aumemm Mel u..w.a I sn•. .uNa.anlMAwaP.IFm. wXm ereNa m.um B.aa .mNd.IanBE na.ewN ,o, aeww,..anad rem MXI maam .Inn ooe.lo:e:°ua: wan. Brew.ane.°am a,Im L1� J IRIxRIve �aa1E1 PUBLIC WORKS CATCH BASIN TYPE 1 810.800.00 E POOLED WORKS RECTANGULAR FRAME 81A PTAH - 80L00 ' PUBE]C WORKS DEPARTMENT BASIN TYPE ALIBI R DEPARTMENT COMI 11 a DEPARTMENT 9 vi MARCH 2008 XATDGPEI nWIRL 1. YCROX PY¢EmNKbXwBWtlN G0e0Aahn.w w.RWn namemNTNm N.aO=2 NaIWwbw�� iN1aXRYeeeeslaX: Xi. m,'nwlnMeW.Ps®e Otln Midici 1 In"m,. el"lamear."�'�. a'a'mmmm.X°bmz'snn:lm:n. vlonw.wl Pween.Nldbw a<n�wu"'mar."na�.em- wnsmmmsP.er�amsa.n. 1 wla un eyim M1vn NaflevK O,aMbIMbM4[elmwt C Tl.mawN emm n.Nlm XumwnE. W W.mm. S M bw��a MBaMl oNnmy�.marldfm.atlM Wkeuy E Tn.oP.hmaalea maam Nm.maM.Pmwae.a.m,,. T NIBNwP W W e0cl W Pm,IN fiIIM,Xe tmYIMMn{Yal. E WMN41.1fubiBq.B+I Wln nobinvaeN�®xM s I rom TOP NEL 1 ON Unit waw I. Vi BY Pw,mmedam m. ED Vidww IW Vena HIS ere wlbly A Evil .tl A6SR'r 1 IN Ic ,n orbbMdomi W,nenftaM Odnuenl muixaro �ne.m se.rm®aon eos.lslzla,menwml aHenBN� NR.II,a,>• Mi � J NCNETRC YIx IM 6 SECTION YIIYLO BOLIBa Ni OCTAL sbi `AMONCEI = B.ANEwB.W T6 �Y J TpP ungwa xorEH I_ Lo�Baeon✓tiPimroMa°om'18w.ni. emmonpaX�wNr�amtl'mlw mu.freme. i RW N6MbId6EtlX.0oI1B8i16(21 mtlMamllgderenb. . TNmaam. aumemm Mel u..w.a I sn•. .uNa.anlMAwaP.IFm. wXm ereNa m.um B.aa .mNd.IanBE na.ewN ,o, aeww,..anad rem MXI maam .Inn ooe.lo:e:°ua: wan. Brew.ane.°am a,Im L1� J IRIxRIve �aa1E1 PUBLIC WORKS CATCH BASIN TYPE 1 810.800.00 E POOLED WORKS RECTANGULAR FRAME 81A PTAH - 80L00 ' PUBE]C WORKS DEPARTMENT BASIN TYPE ALIBI R DEPARTMENT COMI 11 a DEPARTMENT 9 vi MARCH 2008 XATDGPEI MARCi E000 21 CATCH BASIN TYPE 1 DETAIL Rml mKcnOx PIPE ALLOWANONS PWORKS B e DEPARTMENTRAME RECTANGULAR F 819. PIAN -80{.00 MARCH 2008 _ B e PDEPARTMENT RMINFINECEDOR IT PLANCONGRETE BASIN TYPE ALIBI I COMI 11 w1bp1i 9 vi 21 XATDGPEI PRORIJEWI 21 BUYSPEI STCRIAGANBERIPPE TES 1 A,mw affirm eb To 11N MirDh in IM PRECAST BASF sirnON, LEND Fame XxxBO V w IM Smnmm SSMONci wNI w "m mi PRECAM BASE 6E4T OESKY , W°n mash tlgiM W SwEd nM Ahe Kind mavaliu'i meIYmFFumm25'mmenumX, ..1�m17m^i°Ir .. mnL m"OBO•P n"w'Ipmn °rea°a®n°u°- .mN.nmms�Xm6,Pas. 6 eN 0aav5.mmewMM1om Ne PoMMpW mMbwl[p bn, mens m .WARMY W NTRAa.11MR1 s.o..W B. TW mn NMLMMMAMbL.Wawproca .aaaa. T. uIPWPPh�m..h., h. Xm.Ind mealm,uOer, We m..PmN. awd.mse ``hew:•nal .minmwm,ma�d.nv.n PXECYTYLEMCTON ALTERuirvEl PUBLIC WORKS CATCH BASIN TYPE 1L DEPARTMENT CITY OF RENTON STANDARD PLANS W A1 p 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8399 Seattle, WA 98109 VAAAN.PxUNo.oxM TOP XOTER 1. rn�X n.Il.aa.gNe m.®Iwnmwza.al•elaww 2 BE MIAMI atdi mza� ww ww..�wN amenm nmXaewWx ,. PekFa SsdeN BplkwLLn 6W 15('q NBNkwi NELTIox O —JA WNNV OR NVr ni SECTION cum (j) MLT -DOWN DETAIL RECTANGULAR HERRINGBONE GRATE NAItCH 2008 xoru �. P�owlae Wo.m lhnN erem Mamw.ma.ly Wh.amnme Wmin N.mm.. Lwamh a NmnwRn.w w W .me,a alA..m n.w.mmnN. x. Ralwm sWm.m sP=NX®Mn6mlekl A.X]enmNlNubmWM e MMRXMa oftlre9iam slwllMu4ed166'. N dlaweN4anlfNd. nnadPY,tlm lbutlWNYMad nelW ♦.Intlm Ye.Nlwry pIM'a Wu'Ev. wredpW Ym rclEebum Nmm oaNR.a. wa.red emw.me mm R.m IROMlIIRC Sam ELSE - a0.10 1WlCH 2009 PWORKS B e DEPARTMENTRAME RECTANGULAR F 819. PIAN -80{.00 MARCH 2008 _ B e PDEPARTMENT _ HERRINGBONE GRATE CATCH BASIN TYPE 1L DETAIL NTS CITY OF RENTON Approved by._—_--_—_--_— Date___ Approved by._ Date Approved by_ _ Date-- Approved ate _Approved by. — Date FN BID Pf1H - SONO SLRCH 2009 AS NOTEDDAN A'°" WEE NL ilk DATUM �WFF FIXORTOME MASH REVISION BY DATE APPR wrc x'NF AO"wN`LY OF 830.T23N.R5 aemnE, xRl� 1. THE COVER OR FBI OrAGABON GUI �INERALLNOMOORE T pDEGREESTBEEN SFNPLGFiUN 105JF�LEpNATIONE°r� IPAUSEMEN THE ENGINFERTOGROYTHI PLACE INACCORYANCEWPHAPWASTANDARDSPECHICATIBIN 3 A COLUMBUS LAYER OF MORTAR SHALL BE PLACED BEIRSEEN ADJUSTMENT RIDGE WON BRICKS PRI NT 4 THE USE OF BRICKS IS PERMITTED WHERE THE PRICKS ARE STAGGERED70 (FREATE A RUNNING BOUND CTWIHEoTAREA OFTHE ADJUSTMENT SNNON T6. BEGINNING BETWEEN ADJUSTMENT SECT" SHEALL AT Wi TIGHT 7 GROUT IS TO BE WITH SHRINK TYPE KRAFT MEETING THE REQUIREMENTE OF ASIA 157 PER AFROA STANDARD BPERRICATION 9 NO FEE MAXNAUMPERVENT DRY SHRINKAGE FILE MINIMUM COMPRESSIVE STRENGTH SHALL BE 4 PRO POP AT 7 My PER OPERA STANDARD A Xi I L HUNG LNG ED AT E TO BE GROUTED WATER LIGHT PUBWC MORNS CATCH BASIN INSTALLATION 6T0' PWN - 20200 DEPARTMENT HARCN 2008 9 L M EANB VANED GRACE I. THE OWER OR GRATING OF A CATCH NOON SHALL NOT BE GRdrtE TO FE4I WUCE UNTIL THE HERB. ELEVATION OF THE sAVERIE NEWN BV, GUTTERTHE NGINEER TO PRCIRCLE OR IDEWALK IN AN ED IT IS TO B E PLACED GAS BEEN ESTABLISHED. AND UNTIL OJT IN PLACE I IN ATTENDANCE WITH NOW, STANDARD SPECIFICATION TRY 5 S"pry1XEPFAF SIT INS SHALL BUT BE USED TO SET FHANE TO GRADE TEE USE BE SHNB TWEEN BPP:cNIBDED A THE USE OF BRICKS IS HER MI UFO WHERE THE BRICKS ARE STAGGERED TO CREATE A K, ADJUSTMENT BLCI ON SHALL BE GLATE ED WATERTIGHT TO THE ATTOM NMMSEC°pMAREA OF THE ECTIONBHHRIM GROUT * REFUTING B Ei ED ADJUSTMENT VOL ON SHALL BE WATER TIGHT * GROUT IS TO BE NONSHR INK WIDE OUGHT ME ELIDE THE Dsy`"niiisiieEwsi�o"°�a'GAw'o FOR MAXIMUM PHASE AT DRY euTHE reNO OR xomECEslrsT�ilNna,on.vaR ws+ou° SPECIFICATIONA ED 3 BPSPEmxcESAREToscRoEwaaTc PUBWC WORKS CATCH BASIN INSTALLATION DEPARTMENT �® CITY OF RENTON Planning/Building/Public Works Dept. SID. PUN - 20200 MARCH 2000 CAR� STORE NO. 7252 THE AUTO SUPERSTORE STORM DRAINAGE DETAILS AS -BUILT R-394050 1 C 0 1 9 PENN! 5�m I. THE OWER OR GRATING OF A CATCH NOON SHALL NOT BE GRdrtE TO FE4I WUCE UNTIL THE HERB. ELEVATION OF THE sAVERIE NEWN BV, GUTTERTHE NGINEER TO PRCIRCLE OR IDEWALK IN AN ED IT IS TO B E PLACED GAS BEEN ESTABLISHED. AND UNTIL OJT IN PLACE I IN ATTENDANCE WITH NOW, STANDARD SPECIFICATION TRY 5 S"pry1XEPFAF SIT INS SHALL BUT BE USED TO SET FHANE TO GRADE TEE USE BE SHNB TWEEN BPP:cNIBDED A THE USE OF BRICKS IS HER MI UFO WHERE THE BRICKS ARE STAGGERED TO CREATE A K, ADJUSTMENT BLCI ON SHALL BE GLATE ED WATERTIGHT TO THE ATTOM NMMSEC°pMAREA OF THE ECTIONBHHRIM GROUT * REFUTING B Ei ED ADJUSTMENT VOL ON SHALL BE WATER TIGHT * GROUT IS TO BE NONSHR INK WIDE OUGHT ME ELIDE THE Dsy`"niiisiieEwsi�o"°�a'GAw'o FOR MAXIMUM PHASE AT DRY euTHE reNO OR xomECEslrsT�ilNna,on.vaR ws+ou° SPECIFICATIONA ED 3 BPSPEmxcESAREToscRoEwaaTc PUBWC WORKS CATCH BASIN INSTALLATION DEPARTMENT �® CITY OF RENTON Planning/Building/Public Works Dept. SID. PUN - 20200 MARCH 2000 CAR� STORE NO. 7252 THE AUTO SUPERSTORE STORM DRAINAGE DETAILS AS -BUILT R-394050 1 C 0 1 2 E F trnLar[aP ea,pdm p.ra A MVhLI and ConnrNa Nps 0. NM• Nes InaYllaMen Rigid Pipe NOTES: 1. Pipe compaction limits shown on Mls plan are brplpe cowWcAon in an embanlonent. Far pipe cowbuadon In a trench, the horizontal limits of thio pipe compedion zone shall be the vans of the banah. 2. All Steel and aluminon pipe and pip Acus elmll be Installed In accordancewith deelgn A 3. Concrete pipe with elliptical relrNomement shall be installed in accanfence with design A. 4. Conal pipe, plain or with circular reinforcement, shall be Installed Sol dmlgn A. 5. OD. Is equal to me outside diameter of a pipe or the outside Span of pipaemh. The dimensions shown as O.D. with T malmlan shell be O.D. all 0. D. equal T; at which point 3' shall be used. 1'-0' for diameters 12' through 4? and Spero through 50'. 2'-0' for diameters greetarthen 42' and spans greater den 50'. Bosses mLlellrl bast r ase) rWMYIUI !E] 'A=Vr*aAI.DoluM°r 8n4t..weriTl.0. EaeOrs for FlWbl PIN Flexible Pipe NOTES: 1. Provide Laken supped udder berets. 2. Hand lamp under haunches. 3. cmnwot badabg mammal to 9515 miss. densip; already over pipe, hand tamp only. In 4. See 'E: cavatlon and Preparation of Trench' in aanbary sewors section of the Standard! WSDOTIAPWA Specifications for trench width W and Marching apparel. The pipe zone will be the wall trench widi no minimum concrete width shall be 1 1 I.D. - I Ill 5. Trerch backfill shell mnfonn W'Roc llling Sewer Tree~ In the sanitary sewers secgon of the WSDOT/APWA W Mand sped iceDms, except bat racks or loops lamer than 1- per foot of pipe diameter shall not be used In the backill material. S. See 113edding Masenal or Flexible Pipe' in aggmgates another of the WSDOT/APWA StaWsM specifications for the material specifications. Backfill material Faced in 0.5' boss lapses and Lmmwmed a 86%maximum demiry. Mebmd B or C compactil OASDOTIAPWA) StaMatl speclflcetlws.) Pipe Size Min. dist. between barrels circular pipe cont., LCPE, CMP (diameter) IT to 24" 12" 30" to 96" diem. I2 102" to 180" 48" pipe - arch metal only (span) 18" to 38" 12" 43" to 142" span l3 1 1481, to 199" 48" STD. PLAN - 880.00 PVBLIc woRxs PIPE COMPACTIANDON ACKFI DEPARTMENT DESIGN EtLL MARCH 2008 STORM PIPE BEDDING DETAIL d I Uln Vr novwn alnnunnu rLnna rd L 11� WMATMO 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PxLAND.00M NTS 'ME I���3 aeAxaur.rm. s F� A..1+j AOUrISIN CV. RrID WERE Pw MNMMa SS .may ODVERPFA IFCO aNT OREO4VALEm `--''•1'`�'r GTCN BA991-NIFA ni/N TEE F •"' PxDPEmvuxE T D 5' MINS waB QAW s'Mrv. � I PEIOMIEWWMMNNE PIPE Sol+ FPNeAIF, Mair DIY s 9 W wNe Z%E.QR0SS0R45'1aYEATBEN05 aEAn.Durw1X PEI3MVEMCIP CLNSIN-011ry OErNL GTCH BMIN-AREADRP3N EEOTION Al NI@I PIIRIOPB, qI Puce ROOF orYal NBIER 3'MIN. VARIES 2'Mm, CCv R wee couEmaN LINE TEMPoRARYCV ON END G RCCF DRNN 8Na M4RXED BTRkd'3rANE RACECLEANO TAT3Dl' W1AePACE.ATBPBFNDa, MHL DWOMD. SECTIONH PIPE EMS NOTE: MIN. PIPE SRE 0'E PIPE MATERIALS ALLOWED. PVC, LINED CPE. TRIPLE WALL POLYETHYLENE, m OF NEEDED FOR STRENGTH). TYPICAL PRIVATE ROOF DRAI7M- DEPARTMENT COLLECTION SYSTEM P —885.10 wPUBLIC WORKS CROSS SECTIONMARCH 2O0B CITY OF RENTON STANDARD PLANS CLEANOUT TO GRADE DETAIL NTS 6 1 s Ti %`BOLTcpaws 8L DETNLNNOND 4 e• ]1 awl Na- �/C ~NI•D.HOE t 1DMWA.INHME sennoN Oa F\`"". BOLT -DOWN BLOT DETAIL SEE NOTE 1 OF830.T23N"R5 Material On NOTES 1. Provide two slots in the career that am vertically aligned with the holes in the freme.Local of bolt -down slots varies among different manufacturers. 2. Alternative reinforcing designs are acceptable In lieu of the Into design. 3. Refer to Standard Specificatkin 91 for additional requirements 4. For Frame details, see City of Re Mon Standard Plan 204.00. PUBLIC WORKS RECTANGULAR SOLID DEPARTMENT METAL COVER CITY OF RENTON STANDARD PLANS CITY OF RENTON re AS NOTED ''°^ CITY OF Approved by____________ Date___ WEERENTON Approved by._ Date — max. WIL DATUM Approved by. _ Date �WFF '*""`'L I Planning/Building/Public Works Dept. Approved by. _ Date NO. REVISION BY DATE APPR WFF s`'"`A oUROM"` SOLID LID DETAIL NTS STD. PLAN — 804.10 MARCH 2O0B CAB� STORE NO. 7252 11/06/17 THE AUTO SUPERSTORE P STORM DRAINAGE DETAILSc-s.i AS -BUILT R1?D .XC APV I vddP J 000"�o P o P d�^�d�dPd PP�OQO�P gvPdPdOd P�P�P�P�P s Ti %`BOLTcpaws 8L DETNLNNOND 4 e• ]1 awl Na- �/C ~NI•D.HOE t 1DMWA.INHME sennoN Oa F\`"". BOLT -DOWN BLOT DETAIL SEE NOTE 1 OF830.T23N"R5 Material On NOTES 1. Provide two slots in the career that am vertically aligned with the holes in the freme.Local of bolt -down slots varies among different manufacturers. 2. Alternative reinforcing designs are acceptable In lieu of the Into design. 3. Refer to Standard Specificatkin 91 for additional requirements 4. For Frame details, see City of Re Mon Standard Plan 204.00. PUBLIC WORKS RECTANGULAR SOLID DEPARTMENT METAL COVER CITY OF RENTON STANDARD PLANS CITY OF RENTON re AS NOTED ''°^ CITY OF Approved by____________ Date___ WEERENTON Approved by._ Date — max. WIL DATUM Approved by. _ Date �WFF '*""`'L I Planning/Building/Public Works Dept. Approved by. _ Date NO. REVISION BY DATE APPR WFF s`'"`A oUROM"` SOLID LID DETAIL NTS STD. PLAN — 804.10 MARCH 2O0B CAB� STORE NO. 7252 11/06/17 THE AUTO SUPERSTORE P STORM DRAINAGE DETAILSc-s.i AS -BUILT N to N O Z W cc 0 1n Q Q U 0 m C m E F G A J 159 L 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8399 Seattle. WA 98109 w .PxtAWCW SITE SPECIFIC DATA PROJECT NAME 3833 - CARMAX AUTO SUPERSTORE PROJECT LOCATION RENTON, WA STRUCTURE ID NORTH TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) 0.19 TREATMENT HGL AVAILABLE (FT) 3.76 PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 0.325 PIPE DATA I.E. M47ER1AL DIAMETER INLET PIPE -16.68-18.91 -PVC D.I. B" OUTLET PIPE -17.555 17.53 D1 8" PRETREATMENT BIORLTRAAON DISCHARGE RIM F.LEVA77ON 21.70 21.70 21.70 SURFACE LOAD j PARKWAY OPEN PLANTER PARKWAY FRAME & COVER 030" N/A 024" WETIANDMEDA VOLUME (CY) 4.84 WFILANDMEDIA DELIVERY METHOD PER CONTRACT ORIFICE SIZE (DA. INCHES) 02.10" NOTES: PRELIMINARY, NOT FOR CONSTRUCTION. PATENTED PERIMETER wcp YE8ACA1 UNDERDR41N MANIFOLD I i J l PRE-RL TER CARTRIDGE •I INSTALLATION NOTES 1, CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERALS AND 18.91 INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BAS£ SPECIFICATIONS. 3 ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE RUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNEC77NG PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH RNISHED SURFACE UNLESS SPECIFIED OTHERWISE 6. DRIP OR SPRAY IRRIG47701V REQUIRED ON ALL UNITS WITH VEGETATION. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL M4TERALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. INLET PIPE 3 I I OUTLET PIPE SEE N07ES DRAIN DOWN LINEJ SEE NOTES PLAN VIEW 6"�I �8'I0" �I I_ 6• 9-0 ELEVATION VIEW VEGETATION PLANT ESTABLISHMENT C/L MANHOL£� MEDIA 1 ,I ________ _____ F 1 6" MIN. BASE ___ ___I 6 8t -'O •�� +6• 9'-0 LEFTEND VIEW 610F11 TRA TION PRETREATMENT uAN>�aIF c/L ~ h i 17.53 1 i�------_ INTERNAL BYPASS DISCLOSURE: THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM ROOOING. PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. STRUCTURE 21 MODULAR WETLANDS STRUCTURE DETAIL - 8' X 8' NTS RIGHT END VIEW DaCHARGE e10FILTRA TION CITY OF RENTONAS NOTED ''' CITY OF Approved by.Date___ WF IRENTON Approved by.Date___ w _wt Approved b Date___ DATUM pp y___ �wFF i LE ML Planning/Building/Public Works Dept. Approved by.Date___ N0. REVISION UY DATE APER wFF Cpm_ (_ STORE NO. 7252 THE AUTO SUPERSTORE STORM DRAINAGE DETAILS 7 C-6.2 R-394052 111610101311 A N to N n O Z L LJ cc O H X Q Q D U E F G J IN SITE SPECIFIC DATA PROJECT NAME 3833 - CARMAX AUTO SUPERSTORE PROJECT LOCATION RENTON, CA STRUCTURE ID SOUTH TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) 0.73 TREATMENT NGC AVAILABLE (FT) 3.87 PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 0.217 PIPE DATA LE.. MATERIAL DIAMETER INLET PIPE 19:57-19.51 -PV9—D.I. 8' OUTLET PIPE 18-24 18.27 D7 8" PRETREATMENT BIORLIRA TION DISCHARGE RIM ELEVATION 3-2.-68-22.7 22.68-22.7 $260-22.7 SURFACE LOAD PARKWAY OPEN PLANTER PARKWAY FRAME & COVER1 030" I N/A 024" WETLANDMEDIA VOLUME (CY) 3.81 WETLANDMEDGI DELIVERY METHOD PER CONTRACT OR/RCf 52E (DIA INCHES) 0L77' NOTES. PRELIMINARY, NOT FOR CONSTRUCTION. INSTALLATION NOTES L CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CON7R4CL 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS 3. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECITON STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES; AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS W17H VEGETATION GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL U47ER14LS UNLESS 07HERKISE NOTED. 2 ALL DIMENSIONS, ELEVATIONS, SPECIRCA77ONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DR4WINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. o\LCI WM,, 10 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8399 Seattle. WA 98109 w .Pxtnrvo.mn CITY OF RENTON Approved by.Date___ Approved by.Date___ Approved by._ __ Date___ Approved by..______ Date___ PVW E21 ARFA C/L --�Itft'-1" OUTLET PIPE -'� SEE NOTES Yt7LANDMEDW £ ` 10 BED xx - PRE-RCTER - - _ - - CARTRIDGE U VER77CAL UNDERDRAIN- _�I MANIFOLD L � INLET PIPE SEE NOTES DRAIN DOWN LINE I'-l" PLAN VIEW I 7,-O I LEFT END VIEW 810FIL TRATION VEGETA77ON� PLANT MANHOLES ESTABLISHMENT \ CIL CIL MEDIA \ ti ase 22.70 PEAK HGL 21.68 FLOW CONTROL RISER -1&24 18.27 8. 10, ELEVATION VIEW INTERNAL BYPASS DISCLOSURE: THE DESIGN AND CIPAC17Y OF THE PEAK CONVEYANCE METHOD TO BE REA4EW£D AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. STRUCTURE 26 MODULAR WETLANDS STRUCTURE DETAIL - 6' X 8' NO. REVISION AS NOTED "° 1LE ML DATUM RIGHT END VIEW PRETR£A TM£N71DISCHARGE CITY OF + RENTON Planning/Building/Public Works Dept. Cpm_ _ _ (_ STORE NO. 7252 THE AUTO SUPERSTORE STORM DRAINAGE DETAILS 7 C-6.3 R-394053 111610101311 N NO N r Z W cc O H L7 X Q 2 Q U Gg 1¢ ME FEE O O Z CITY OF RENTON GENERAL WATER NOTES A 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARDS SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT/APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE—CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. B C M E F G A J 1\ L 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS' FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON—SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH—ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8—MIL BLACK, TUBE—TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10—INCHES OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12—INCH OR LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60—INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE—HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MOD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MODE w 120 VOLT ELECTRICAL OUTLET FOR HEAT TAPE. INSTALL HEAT TAPE FILM FREEZE PROTECTON CENTER BACKFLOW I as REVEMER W REDUCED PRESSURE ENCLOSURE BACKFLOW ASSEMBLY (RPBA) 3" MIK 3• MN —HAM¢ INSULATED ENCLOSUR 3' MIN. HOT BOY OR EQUAL 3/8- X G' ANCHOR BOLTS PER MANUFACIDRER 3' MIN. CONCRETE SLAB UNION - FINISHED BE enDE FINISHED GRDE N N �Ayxwr 1 •0' :. DRAIN 3 R MINIMUM Far4 S EE NOTE 4 F 01 FREE DRAINING ING _ (T_) RAVEL go CONNECT TO Or WATER ERR IMMEDIATELY ADJACENT TO REBA FLOW MATERIAL PER UPPO. TO OWNERS ELECTRICAL PANEL FRONT VIEW MATERIAL PER UPC DIRECT BURIAL OR IN RIGID (SIZE As Rea) canourt PER ELECTRICAL ""`"y°` SIDE VIEW PERMIT REQUIREMENTS. NOTES: 1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA's) MUST BE LISTED ON LATEST LIST OF BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE. PUBLISHED BY STATE OF WASHINGTON DEPARTMENT CE HEALTH. 2, THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR HER INSPECTON OF THE INSTALLATON C£ THE RPBA AND PIPING. FIE OMER SHALL RJRNISH, INSTALL AND MAINTAIN THE RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3 ME RPBA MUST BE TESTED BY A STATE CERTIFIED BACKROW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATM WATER UTIL17Y CROSS -CONNECTION CONTROL SPECIALIST. FAX N0, 425-430-7241. 4 DRAIN SHALL BE SIZED IN ACCORDANCE AMAX AMA CROSS CONNECTION CONTROL MANUAL STANDARDS 3' DRAIN FOR Is OR SMALLER THAN A 4" DRAIN FOR ISo TO 2' RPBA'A As FOR Be RPBA's. S RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO ME WATER METER. e PUBLIC WARNS REDUCED PRESSURE BACKFLOW �- PINI - 8a0i DEPARTMENT ASSEMBLY IN HOT BOX HARCH 2010 REDUCED PRESSURE BACKFLOW ASSEMBLY DETAIL 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8399 Seattle. WA 98309 FAMBARAcLAND.00M 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED, AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA—LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW—OFF ASSEMBLIES, AND THRUST RESTRAINT/BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET—TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM—PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING, 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE UNE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM, THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. WATFR SFRVICF OFTAII A A PI AN ME VALVE BOX LID WI EARS IN DIRECTON OF �' `2- SQUARE WATER MAIN AND WORD OPERATING NUT "WATER" CAST INTO IT IN IR' MAX 4 CONCRETE CELLAR FOR 1P- VALVES IN PAVED AREAS 4-1/9" DIP. 1/B MIN_ MICKNES SEE DETAIL m� 2 PIECE IRON VALVE TYPNE BOX, RICH—SEH—SEATRE OR OLYMPIC FOUNDRY L STEEL LENGTH AS REQUIRED 7 1/B” MIN. THICKNESS 2-1/4- INSIDE MEASUREMENT 2-1/1' DEPTH VALVE OPERATING NUT SECTION A -A EXTENSION VAIVF OPERATION NET EXTENSION N07 EXTENSIONS ARE REQUIRED MEN VALVE NUT IS MORE MAN THREE (3) FEET BELOW FINISHED GRADE_ EXTENSIONS ARE TB BE A MINIMUM W ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED. AND PAINTED MY TWE COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR pLL MAIN LINE VALVES OUTSIDE PAVED AREAS PUBLIC O.NWED' ENS VALVE BONU EXTENSIONX. MAANgUKER as PERATINO BTB. ARUCH3 201D WATER BOX AND EXTENSION DETAIL CITY OF RENTON AAs NOTED a CITY OF CARIII�_ (_STORE NO. 7252 Approved by. Date___ SUM WIT R E N TO N Y� THE AUTO SUPERSTORE Approved by.Date___ wmA_wl IN Approved by.___ Date___ WEE DATUM Planning/Building/Public Warks Dept. WATER NOTES & DETAILS Approved by.______ Date___ N0. REVISION BY DATE APPR WFE �""N"°'"ELT AS -BUILT W-394005 R-394054 1670 PLAIN x,w mm, Mill rtmuc oLiuL — /Y AND z BATED Sol DETAIL I� EE IN MMMO&D L GAUTION SALES BOX SHIELD NOT MST ME AT 6 ' 00%� �Mw ME AT —J Rod M C��TM Ad ARTS OF 11 11M, TILLp $ BAHAMAS OF FARNEMEMe I mAT 12 MAXZ. KWEBB WATTEF UK S. 8 AA Lomas F 8 ams'Iwry ro LYziu GIM ONE SUND PLAUSED ON MR WIN c znw -1rzE F (Yrz�PLUCG WITH 2'eOre e x rtuwAARY BMWs 7 N (err (JUG �e as e 7 13 T¢MU ) ME GAMEwex I AMR (All PPmT - wa ywLT. �soR WnTpw A TEMP DR DWILL 2. OU MqUS/E BEGAN o PM., � varvC WATER 2a o e1EinTE«.T 1�E AR MUST HE AT PLANT UNDERNEATH RIBS UNIME ME GES ryMGM KoPE, Lq_,Cqq„ ,w. ME Aa. 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NOTE: BUT ME TOR MGM IN�� IN COMITHE OR PEAVED DRILqwyqy $HALL BE EAST BUSH May, TO ��PIC ENHUNG WATER LINE MUNDEARY MEMBER JOINTHE MUST AM "BALLED RE "I'MM 01 Wi SIDES BY MOTOR SME WORE3 CONN CTION TO MAINVALVE CUr Sm. PINI –SODS PEBLIc WORTS 1 X[AND T VICESTRU LOCATED BtO. PW -3008 1+ SiRPUBLIC DEPARTMENT IN-LINE TEE&ONE VALVE -LINE TEE ONE M � DEPARTMENT PA TNG IN PIAMING STRIP MARCH 2010 MARCH 2010 WATFR SFRVICF OFTAII A A PI AN ME VALVE BOX LID WI EARS IN DIRECTON OF �' `2- SQUARE WATER MAIN AND WORD OPERATING NUT "WATER" CAST INTO IT IN IR' MAX 4 CONCRETE CELLAR FOR 1P- VALVES IN PAVED AREAS 4-1/9" DIP. 1/B MIN_ MICKNES SEE DETAIL m� 2 PIECE IRON VALVE TYPNE BOX, RICH—SEH—SEATRE OR OLYMPIC FOUNDRY L STEEL LENGTH AS REQUIRED 7 1/B” MIN. THICKNESS 2-1/4- INSIDE MEASUREMENT 2-1/1' DEPTH VALVE OPERATING NUT SECTION A -A EXTENSION VAIVF OPERATION NET EXTENSION N07 EXTENSIONS ARE REQUIRED MEN VALVE NUT IS MORE MAN THREE (3) FEET BELOW FINISHED GRADE_ EXTENSIONS ARE TB BE A MINIMUM W ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED. AND PAINTED MY TWE COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR pLL MAIN LINE VALVES OUTSIDE PAVED AREAS PUBLIC O.NWED' ENS VALVE BONU EXTENSIONX. MAANgUKER as PERATINO BTB. ARUCH3 201D WATER BOX AND EXTENSION DETAIL CITY OF RENTON AAs NOTED a CITY OF CARIII�_ (_STORE NO. 7252 Approved by. Date___ SUM WIT R E N TO N Y� THE AUTO SUPERSTORE Approved by.Date___ wmA_wl IN Approved by.___ Date___ WEE DATUM Planning/Building/Public Warks Dept. WATER NOTES & DETAILS Approved by.______ Date___ N0. REVISION BY DATE APPR WFE �""N"°'"ELT AS -BUILT W-394005 R-394054 1670 1 N Lf) N i` O Z w G cc 0 Coll) Q Q D U F F G E I H 0 CUTM o Ce CAP 90 BEND THRUST FREE PLUMBING AREA IN ABLARE FEDIET CUT BENDS) Fill TEMPORAL AND �WAM DEFEAT BENDS SOL TURN MIT ON PSI 7 SEND COMPANY SEND A GEAVELL %FLA FAA SGT� SABA 4 A UNREST USED NO DART AFTER UP FREE ATDI 11 AS AFTER ME FAA" C, All HART A SN"Ll SO S BURNS E:� dM AD N dAD AS AND BAS THRUST UN90 DOOR TO AT 09 ._ TYPE B BLOCKING SO Y „ AS tlK AT ANAP All 111L 2 18 11mme ART 11/1 1 All 2 11 e UPORNA1 MANY AR, CA 221/1 or AREAS CAPABILITY AN 300 PSI FORT PROCTER 3-0 M SORT FUR "THERVAIN ROSS FRONT 12 4 -X AN SO NOR FOR APPEARED 12' OR OPPOSE MY 1 MAX THRUST OF THRUST ULANK ILL - CO A DRAFT OF MANOR 24 MIN REAL HE THRUST SLEGAND HER - 00. WE . 14 Ls T /m RncaL III - %FLA 44 4 A UNREST USED NO DART AFTER UP FREE ATDI 11 AS AFTER ME FAA" C, All HART A SN"Ll SO S aC dM AD N Ls T /m RncaL III - %FLA Ul A UNREST USED NO DART AFTER UP FREE ATDI 11 AS AFTER ME FAA" C, All SN"Ll SO S aC dM AD N dAD AS BAS THRUST UN90 DOOR TO AT 09 ._ TYPE B BLOCKING SO Y „ AS tlK AT ANAP All 111L 2 18 11mme ART 11/1 1 All 2 11 e UPORNA1 MANY AR, CA 221/1 or NONE ill 4 MY 1 /r 24 _ N gk„ OF 303 21, tl�Lar G SMAAu AS FOKLTHEOETmErvALEwTNEm 1 AN A - EATON RADIUS OF SHACKLE ROD SEND SIACKI( PASS tm) CITY OF RENTON STANDARD PLANS z_ 6" DUCTILE IRON 1 CUBIC YARD OF 1 J 1 INCH DRAIN ROCK W/ FILTER FABRIC ON SIDES AND TAP K APPROVED VALVE 0 � 30" VALVE BOX FOR CHECK VALVE AND DRAIN VALVE ACCESS —AUTOMATIC DRAIN (BALL DRIP) VALVE 0 NTS 2 1/2 °x 2 1/2 " x 6° -A\0 FIRE DEPARTMENT OCONNECTION INSTALL p TO FACE STREET TOP VIEW 6" DUCTILE IRON 6" 90' ELBOW MJ x MJ III - MY HAS MURRAY DEALE ARMY AWAY "REPAY A UNREST USED NO DART AFTER UP FREE Qa, 11 AS AFTER ME FAA" C, All SN"Ll SO 4 THRUST UN90 DOOR TO AT TYPE B BLOCKING PIPE REWTO THE " FAR 0.5 L BENDS ON kYRne 11mme ART 2 e UPORNA1 MANY NOIFs I LOCATION AND FIRE OF POUNDS FOR ART LAWS THAN 12 HISPANIC BUD AREA TRANS �6 _ N gk„ a tl�Lar G SMAAu AS FOKLTHEOETmErvALEwTNEm 9 08ES 6. IN PLACE RT UNDISTURBED NATIVE �N°�, 01 UT ES VAR FEET VAR ADD APPROVED PAKISTANI ARABS All All BEGROUGHT MIN I PSI HOLMES TO �MT AFTER) ARTRAT VAN PAUL NOTATE FAR 0 ALI 5 THAT APPROVED VALVES, PAT PI AN RE..LN.a SALBE APPLE AFFAIRHRUST CONCRETE .ASOVAK SHALL �MM9RAIR STANDARD PACE THROUGH I-EARES AM, DRINGED HALF IN ARGUES AREA VAULT ART 2 - SO HI STEEL ATUAL 4 ALL BLEARING AAKffwNwELDw61 TIe CARE 45 SEA NO * BROCKINS BLUFFS I STALL NEAR READING THE GREATEST DOTE FURNACE AMIGA UP RANDANEAR I BUYER SHALL El ALL K�MN E ONTARIO HET SPUN ANT STANDS s ALLT FLT UPDTT TYPE B CONCRETE BLOCKING FOR 8R PWI -8809 CONCRETE BLOCKING FOR VERTICAL BID. PLNI 8808 PUBLIC WORM HORIZONTAL • PUBLIC WORM FITTINGS MARCH 2Dm DEPARTMENT ALBENDDOWNWARD VERTICAL BENDS MARCH 2O10 DEPARTMENT HORIZONTAL AND VERTICAL THRUST BLOCKING DETAILS / CITY OF RENTON STANDARD PLANS z_ 6" DUCTILE IRON 1 CUBIC YARD OF 1 J 1 INCH DRAIN ROCK W/ FILTER FABRIC ON SIDES AND TAP K APPROVED VALVE 0 � 30" VALVE BOX FOR CHECK VALVE AND DRAIN VALVE ACCESS —AUTOMATIC DRAIN (BALL DRIP) VALVE 0 NTS 2 1/2 °x 2 1/2 " x 6° -A\0 FIRE DEPARTMENT OCONNECTION INSTALL p TO FACE STREET TOP VIEW 6" DUCTILE IRON 6" 90' ELBOW MJ x MJ THRUST BLOCK WITH 2.0 SQ. FT. BEARING AREA o il �R90 o � C O UNDISTURBED EARTH I FDC INSTALLATION DETAIL L r" o mmjik 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8399 Seattle. WA 98109 w+Ww.PAcLAND.CON NTS CITY OF RENTON Approved by.______ Date___ Approved by.Date___ Approved by._ __ Date___ Approved by.______ Date___N0. -.{ CCN' 6=50 Za �6EH ND BASK OF +{ CUM OR LEA E TUrT IS O.EENipIO CURBA A �KERS FEAR I NAPATE TWp WAY B BLUE REFLECTED ONCRETE STUDENTS OFF FGHLEGE RESIDENT SEAT - 3DUCTLEaIRON PIED CLASSNEssA�ENT 6ISLAD LINCOLN TO PITT 2-/s^ COI STEEL HE REO6�" AETNA MINIMUM 8 All ASK UNDER NRANTNEURETE BEAKING !z AHDBNE RM"AROUND o roOO ANDHOCK SIDES OF GRAVEL FIRE HYDRANT ASSEMBLY �B wry o sao us ONE NPN �RONALDN s RONALD � / PAD 6' CONCRETE PM CDN�ETE CUT FILL HYDRANT LOCATION IN CUT OR FILL PUBLIC WORKS FIRE HYDRANT ASSEMBLY M. IBLIL8 - 810A DEPARTMENT MARCH 2010 FIRE HYDRANT ASSEMBLY / CITY OF RENTON STANDARD PLANS NTS III - MY HAS MURRAY DEALE ARMY AWAY "REPAY A UNREST USED NO DART AFTER UP FREE Qa, 11 AS AFTER ME FAA" C, All SN"Ll SO 4 THRUST BLOCK WITH 2.0 SQ. FT. BEARING AREA o il �R90 o � C O UNDISTURBED EARTH I FDC INSTALLATION DETAIL L r" o mmjik 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8399 Seattle. WA 98109 w+Ww.PAcLAND.CON NTS CITY OF RENTON Approved by.______ Date___ Approved by.Date___ Approved by._ __ Date___ Approved by.______ Date___N0. -.{ CCN' 6=50 Za �6EH ND BASK OF +{ CUM OR LEA E TUrT IS O.EENipIO CURBA A �KERS FEAR I NAPATE TWp WAY B BLUE REFLECTED ONCRETE STUDENTS OFF FGHLEGE RESIDENT SEAT - 3DUCTLEaIRON PIED CLASSNEssA�ENT 6ISLAD LINCOLN TO PITT 2-/s^ COI STEEL HE REO6�" AETNA MINIMUM 8 All ASK UNDER NRANTNEURETE BEAKING !z AHDBNE RM"AROUND o roOO ANDHOCK SIDES OF GRAVEL FIRE HYDRANT ASSEMBLY �B wry o sao us ONE NPN �RONALDN s RONALD � / PAD 6' CONCRETE PM CDN�ETE CUT FILL HYDRANT LOCATION IN CUT OR FILL PUBLIC WORKS FIRE HYDRANT ASSEMBLY M. IBLIL8 - 810A DEPARTMENT MARCH 2010 FIRE HYDRANT ASSEMBLY / CITY OF RENTON STANDARD PLANS NTS ..] enw.HeIr RAN AAT STREET, P OFWORM 81E All ELEVATION Am TAMPER SWITCHES TO BE INSTALLED ON VA FeeINSURED Al TAMPER FIAT SEEMS AFTER DUN INALARAMEN GUAM DDI ADD BY -ALL BACKFLOW DEVICES AND PIV, SEE ELEC1 INSTALL'All" AMOUNT' I'll LOT PLANT TO A DEPOSITED TO STY OF PHOTON OFFEaaa.� AT A« w"E NG PEAFT AREA TO ANTHATOM Of NOR °.E PLANS 8PUBLIC WORKS 81 810' DOUBLE CHECK DE ETCTOR DEPARTMENT ASSEMBLY WITHOUT STANDPIPE INSTALLATION MARCH 2010 6" DDCVA DETAII CITY OF RENTON STANDARD PLANS REVISION .VES FOR tICAL *TAMPER SWITCHES TO BE INSTALLED ON VALVES FOR ED ALL BACKFLOW DEVICES AND PIV, SEE ELECTRICAL a> PLANS 3� Flo DIRECTION OF FLOW 3.. AREAMIN.) E MIN. 6'MIN.(TYP.) UNION (TYP) PLAN 3"MAX_ 12 NO 0 CG AT FT 6"MIN. TO CITY" METER STACKED METER SECTION 6" MIN. FREE BOXES DRAINING GRAVEL NOTESE 1. ALL DOUBLE CHECK VALK ASSEMBLIES NAMA'N MUST BE LSTED ON LATEST LIST OF -BACKFLOW PREEENTON ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE, PUBLISHED BY STATE OF WASHINGTIXJ DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF ME INSTALLATION OF THE DCVA AND PIPING. THE OMNER SHALL FURNISH. INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON TIN PLAN. 3. THE DCVA MUST BE TESTED BY A STATE CERTIBED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT Oel EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UITATY ENGINEERING DEPT. ATTN: WATER UTILITY CROSS -CONNECTION CONTROL SPECIALIST. FAX ART 425-430-7241. 4. Di AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. PUBLIC WORKS El TO T DOUBLE CHECK VALVE 81B. PYN -8109 DEPARTMENT ASSEMBLY FOR IRRIGATION OR RESIOEPRIAL FIRE SPRINKLER MARCH 2010 IRRIGATION DCVA DETAII NTS T / CITY OF RENTON STANDARD PLANS NTS " `� / SAS NOTED ""' CITY OF C STORE NO. 7252 1/06/" WIFE RENTON ----- , Wu,N: WE i THE AUTO SUPERSTORE wnc NO DATUM WATER DETAILS E PERMITwFF Planning/Building/Public Works Dept. O C-7.1 wrF AS -BUILT MUST,ON W-394006 R-394055 16 0 0 3 1 5 E MY HAS MURRAY DEALE ARMY AWAY "REPAY A UNREST USED NO DART AFTER UP FREE 11 AS AFTER ME FAA" C, All SN"Ll SO THRUST UN90 DOOR TO AT ON UPORNA1 MANY Wl NMCATW BALL BLUE SET ARE AN MOUNT SUED VARLYE Sy AGE ww" 10. IT AN AT "All METER MAINTAIN AURL UP VAR FEET VAR ADD APPROVED PAKISTANI ARABS All VALE PSI HOLMES TO �MT AFTER) ARTRAT VAN PAUL NOTATE FAR 0 ALI 5 THAT APPROVED VALVES, PAT PI AN TOUCH READ P17 US PREFER PACE THROUGH I-EARES AM, DRINGED HALF IN ARGUES AREA VAULT ART 2 - SO HI STEEL ATUAL ..] enw.HeIr RAN AAT STREET, P OFWORM 81E All ELEVATION Am TAMPER SWITCHES TO BE INSTALLED ON VA FeeINSURED Al TAMPER FIAT SEEMS AFTER DUN INALARAMEN GUAM DDI ADD BY -ALL BACKFLOW DEVICES AND PIV, SEE ELEC1 INSTALL'All" AMOUNT' I'll LOT PLANT TO A DEPOSITED TO STY OF PHOTON OFFEaaa.� AT A« w"E NG PEAFT AREA TO ANTHATOM Of NOR °.E PLANS 8PUBLIC WORKS 81 810' DOUBLE CHECK DE ETCTOR DEPARTMENT ASSEMBLY WITHOUT STANDPIPE INSTALLATION MARCH 2010 6" DDCVA DETAII CITY OF RENTON STANDARD PLANS REVISION .VES FOR tICAL *TAMPER SWITCHES TO BE INSTALLED ON VALVES FOR ED ALL BACKFLOW DEVICES AND PIV, SEE ELECTRICAL a> PLANS 3� Flo DIRECTION OF FLOW 3.. AREAMIN.) E MIN. 6'MIN.(TYP.) UNION (TYP) PLAN 3"MAX_ 12 NO 0 CG AT FT 6"MIN. TO CITY" METER STACKED METER SECTION 6" MIN. FREE BOXES DRAINING GRAVEL NOTESE 1. ALL DOUBLE CHECK VALK ASSEMBLIES NAMA'N MUST BE LSTED ON LATEST LIST OF -BACKFLOW PREEENTON ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE, PUBLISHED BY STATE OF WASHINGTIXJ DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF ME INSTALLATION OF THE DCVA AND PIPING. THE OMNER SHALL FURNISH. INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON TIN PLAN. 3. THE DCVA MUST BE TESTED BY A STATE CERTIBED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT Oel EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UITATY ENGINEERING DEPT. ATTN: WATER UTILITY CROSS -CONNECTION CONTROL SPECIALIST. FAX ART 425-430-7241. 4. Di AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. PUBLIC WORKS El TO T DOUBLE CHECK VALVE 81B. PYN -8109 DEPARTMENT ASSEMBLY FOR IRRIGATION OR RESIOEPRIAL FIRE SPRINKLER MARCH 2010 IRRIGATION DCVA DETAII NTS T / CITY OF RENTON STANDARD PLANS NTS " `� / SAS NOTED ""' CITY OF C STORE NO. 7252 1/06/" WIFE RENTON ----- , Wu,N: WE i THE AUTO SUPERSTORE wnc NO DATUM WATER DETAILS E PERMITwFF Planning/Building/Public Works Dept. O C-7.1 wrF AS -BUILT MUST,ON W-394006 R-394055 16 0 0 3 1 5 E N Lf) N O Z LL cc O F- U) Tn x a a U A 1.5" ASPHALT: 3/8 -INCH AGGREGATE MIX PER 2012 WSDOT 9-03.8(6), PG58-22 OR PG 64-22 BINDER PER 2012 WSDOT 9-02.1(4) 2.5" ASPHALT: 1/2 -INCH AGGREGATE MIX PER 2012 WSDOT 9-03.8(6), PG58-22 OR PG 64-22 BINDER PER 2012 WSDOT 9-02.1(4) 4° CRUSHED AGGREGATE BASE COURSE PER 2012 WSDOT H 9-03.9(3) 12" COMPACTED SUITABLE MATERIAL OR STRUCTURAL FILL. UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED, SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO ACHIEVE 95% OF MAXIMUM DRY DENSITY (ASTM D1557) C ASPHALT PAVEMENT SECTION 6X6-W2XW2 ® 6" O.C. NTS WELDED WIRE FABRIC OR� U EQUIVALENT MIN. 2" OF COVER E F 6" PORTLAND CEMENT CONCRETE (4000 PSI COMPRESSIVE STRENGTH PER WSDOT STD SPEC 9-03.1) 3° CRUSHED ROCK BASE COURSE (WSDOT STD SPEC 9-03.9(3)) 12" COMPACTED SUITABLE MATERIAL OR STRUCTURAL FILL UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO ACHIEVE 95% OF MAXIMUM DRY DENSITY (ASTM D1557) NOTES: 1. CONCRETE SHALL BE FIBER REINFORCED, AIR ENTRAINED, WITH A MINIMUM MODULUS OF RUPTURE (Mr) OF 600 PSI, A 4000 PSI 28 DAY STRENGTH, AND A 15 -FOOT MAXIMUM JOINT SPACING 5 2. LOADING DOCK PAVEMENT SHALL BE REINFORCED PER DETAIL c-ao G HEAVY DUTY CONCRETE PAVEMENT SECTION E NTS H CONCRETE ASPHALT CONCRETE o CURB & GUTTER PAVEMENT PER PLAN M o DEPRESS _ CONC GUTTER 0.2' ® SCUPPER 3 2 I 0 N U Z H 00 Q)0op O 6" �2'-DQ 00 CURB SCUPPER o OTAPER 0O O O CONTRACTOR TO OO OO O LANDSCAPE AREA O DISTURBED BY O O O O CONSTRUCTION. y K SLOPE PER PLAN. CURB SCUPPER DETAIL iii NOT USED NTS PORTLAND CEMENT CONCRETE (4000 PSI COMPRESSIVE STRENGTH PER WSDOT STD SPEC 9-03.1)1 c � CONTROL JOINT (TYP.) COMPACTED 5" PORTLAND CEMENT CONCRETE (4000 PSI COMPRESSIVE STRENGTH PER WSDOT STD SPEC 9-03.1) 12" COMPACTED SUITABLE MATERIAL OR STRUCTURAL FILL. UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO ACHIEVE 95% OF MAXIMUM DRY DENSITY (ASTM D1557) NOTES: 1. CONCRETE SHALL BE FIBER REINFORCED, AIR ENTRAINED, WITH A MINIMUM MODULUS OF RUPTURE (Mr) OF 600 PSI, A 4000 PSI 28 DAY STRENGTH, AND A 15 -FOOT MAXIMUM JOINT SPACING SIDEWALK CONCRETE PAVEMENT SECTION REINFORCING SHALL CONSIST OF ASTM A615 GRADE 60, NO.4 DEFORMED BAR MATS AT 15" EACH WAY SAWED CONTROL JOINT O(1/4 SLAB THICKNESS) OR CONSTRUCTION JOINT (TYP.) BARS AT 1 PI AN CFCTION NOTES: 1. LONGITUDINAL AND TRANSVERSE JOINTS SHALL BE SAWED AS INDICATED, 2. THE JOINT SEAL MANUFACTURER'S SPECIFICATIONS SHALL BE COMPATIBLE WITH THE JOINT CONFIGURATION. PROVIDE TYPICAL DETAILS FOR CONSTRUCTION & EXP. JTS. 3. FOR ALL JOINTS THE BACKER ROD MATERIAL SHALL BE COMPATIBLE WITH THE COLD POURED SEALANT AND SLIGHTLY OVERSIZED TO PREVENT MOVEMENT DURING THE JOINT SEALANT OPERATION. 4. THE WIDTH OF ALL JOINTS SHALL BE CORRECTED FOR 68 DEGREE F. 5. EXPANSION JOINTS SHALL BE USED AT ALL LOCATIONS WHERE PAVEMENT ABUTS A PERMANENT STRUCTURE. 6. DOWELS AND TIE BARS FOR CONSTRUCTION JOINTS SHALL BE CAST IN PLACE. CONCRETE PAVEMENT JOINTING COURSE 13(6 DIA. HOLE (TYPICAL) — M3 BAR (TYP) NTS `#8 REBAR X 3'-0" LONG (3 PER / CURB SECTION) FILL TOP WITH / MASTIC OR CONCRETE AFTER SETTING 6 - 0 7" 1 2'-5° 1 2'-5" 1 7" ii ii II li ii 13§" ii li 1'-0" 1'-0" 2'-0" 1'-0" 1'-0" � PRECAST CONCRETE WHEEL STOP NTS L Ia F0 �y o[ usgisaAS NOTED CITY OF y. CITY OF RENTON Approved by: usw„IM "'FF UK RENTON WL DATUM Approved by.Date___I LE ML 1505 Westlake Ave. N. T (206)522-9510 8jpt9t8pgJ q roved b Date --- NO. Planning/Building/Public Works Dept. Suite 305 F (206)522-8399 �py v pp y—-- Seattle. WA 98109 w .PxtAWCW �pxA6 moan Approved by.______ Date___ N0. REVISION HY DATE APPR wFF NTS Cpm_ (_ STORE NO. 7252 THE AUTO SUPERSTORE PAVING AND SITE DETAILS /06/17 N u3 N l` O Z LU LL 0 VJ X cQ �Cy LL Q U 0 I C J F F G J 159 L Pm NOTES see STD PLAN 101.1. Paved surfaces must aSngy vnm STD PLAN 102.7 as ;;Rkvaha I LI w •�'N,• �r �'Iw�N. DETAL ZE)E%PLNIDON xaw 0 CONTRACTION JOINT PUBLIC WORKS CEMENT CONCRETE ULAN — 102 DEPARTMENT SIDEWALK PPR ED: -.. CITY OF RENTON SIDEWALK DETAIL NOTE: MEN USED ON THE HIGH SIDE OF ROADWAY, THE CROSS–SLOPE OF THE GUTTER SHALL MATCH THE CROSS–SLOPE OF THE ADJACENT PA\EMENT AND THE THICKNESS OF THE UP SHALL BE 61 . TYP. MOUNTABLE CURB NTS 3 FACEOF WRB 81? 611Y 1' TITS. VAL 1:24 N iov Of B 1?0. RWDWAV CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB RUST WITH GUTTER — PAN AT SIDEWALK R.WP ENTRANCE 11�� MENTCONCRETE 1IY R. 1 I.R. F SAEWALRRAMP VARIES O e e a e 32/01 GR V.NO&G FROM 8'tt1G E 1_ PREMOUCED RUER JOINT PILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB EEE DEPRESSED CURB DUAL THIS SHEET / 1:2i TODW ROADWAY M2 TONU 1Q'R. PY N NN_ WM RON 1'6 J • s . N . s I' b DEPRESSED CURB SECTION Ar RESIOENrtw. oarvE W Avs oray. FDacwJMERctA DarJeWAvs sEE srO FLAN twa DEPRESSED CURB SECTION S LACE OL cuRe AT SIDEWALK MINES 8 ? 1w 1?R 1.1y -FACE OF ADILCEMNRB �I e TOP OF ROP OF GVTIEftSMFACE 4 0. F IIP t -a CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCILL DRIVEWAYS, AND AURAS DENEMLNDTES: 1. Bee NaNwre phos 102aM fsl.tameewa.vmaNe¢mlanb.pmewma 3. N,,,mst 3. FU Gpra.eeN MenollrNk OrlvewaY LUN flGuoerSMlNn em SbMeN Renlw.3 PUBLIC WORKS I CEMENT CONCRETE CURBS DEPARTMENT CITY OF RENTON TRAFFIC CURB AND GUTTER DETAIL OF RFNTON CTANDARD nFTAIIC NITC VARY CURB FACE - TRANSIHONS DOWN 6' HIGH CURB SIDEWALK, OPTIONAL CURB k GUTTER FLUSH CONDITION PARKING / ROAD SURFACE TRANSITION CURB DETAIL 4 NTS NOSE DOWN CURB DETAIL �`>;,�` CITY OF RENTON �. SAS NOTED ,�,,,', CITY OF Approved by.Date___ WFF s RENTON WE DATUM Approved by.Date___ 1505 Westlake Ave. N. T (206)522-9510 ':d,-aeptyrygSO q roved b ___ Date___ �wFF Planning/Building/Public Works Dept. Suite 305 F (2D6) 522-8399 PoWeA TAY pp y swO T SB INOL. Seattle. WA 98109 wwW.PAc[nrvD.wN nmWn Approved by.Date___ NO. REVISION BY DATE APER WFF Cpm_ (_ STORE NO. 7252 THE AUTO SUPERSTORE SITE DETAILS /D6/n C-8. R-394057 111610101311 SE W.„wNW `w (NN xocwlw[olNaioirtu- N ' p¢Tu¢rJnxNc[N E;7 SwLo v, cD p iHRASEDEDG E WWx.NNW-m a m rOlmeuW O;a NF�xWe:%� E ADJACEMTOCUM OE mW xliMnGwJN :--•�FAT .MNwNs g52 I, ww.WA.N.ex KNOW ADJACRUTTOCYRB cmrwn Flu¢In 70 "FUSM xe,pTwauo oweon -TLULI WFNNAWN Ty ¢eeonuVIRTSOI .e, •,N AAIACENT iD CURD AND RAIUM OR WALL n UZo ,WW'OxrxF;LRe ...coxrrtull a SIDEWALK ADJACENT TO WALL DETAIL 1Z erawf➢IxuortW javRW ISSAWN FINSHEDINFADEI ¢M'x AOJACENTTO BUFFERSIRV '� N r . RAISED EWE DETAL ,r'N, uwr¢TNIxr.,LK Pw¢eneo¢e Pm NOTES see STD PLAN 101.1. Paved surfaces must aSngy vnm STD PLAN 102.7 as ;;Rkvaha I LI w •�'N,• �r �'Iw�N. DETAL ZE)E%PLNIDON xaw 0 CONTRACTION JOINT PUBLIC WORKS CEMENT CONCRETE ULAN — 102 DEPARTMENT SIDEWALK PPR ED: -.. CITY OF RENTON SIDEWALK DETAIL NOTE: MEN USED ON THE HIGH SIDE OF ROADWAY, THE CROSS–SLOPE OF THE GUTTER SHALL MATCH THE CROSS–SLOPE OF THE ADJACENT PA\EMENT AND THE THICKNESS OF THE UP SHALL BE 61 . TYP. MOUNTABLE CURB NTS 3 FACEOF WRB 81? 611Y 1' TITS. VAL 1:24 N iov Of B 1?0. RWDWAV CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB RUST WITH GUTTER — PAN AT SIDEWALK R.WP ENTRANCE 11�� MENTCONCRETE 1IY R. 1 I.R. F SAEWALRRAMP VARIES O e e a e 32/01 GR V.NO&G FROM 8'tt1G E 1_ PREMOUCED RUER JOINT PILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB EEE DEPRESSED CURB DUAL THIS SHEET / 1:2i TODW ROADWAY M2 TONU 1Q'R. PY N NN_ WM RON 1'6 J • s . N . s I' b DEPRESSED CURB SECTION Ar RESIOENrtw. oarvE W Avs oray. FDacwJMERctA DarJeWAvs sEE srO FLAN twa DEPRESSED CURB SECTION S LACE OL cuRe AT SIDEWALK MINES 8 ? 1w 1?R 1.1y -FACE OF ADILCEMNRB �I e TOP OF ROP OF GVTIEftSMFACE 4 0. F IIP t -a CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCILL DRIVEWAYS, AND AURAS DENEMLNDTES: 1. Bee NaNwre phos 102aM fsl.tameewa.vmaNe¢mlanb.pmewma 3. N,,,mst 3. FU Gpra.eeN MenollrNk OrlvewaY LUN flGuoerSMlNn em SbMeN Renlw.3 PUBLIC WORKS I CEMENT CONCRETE CURBS DEPARTMENT CITY OF RENTON TRAFFIC CURB AND GUTTER DETAIL OF RFNTON CTANDARD nFTAIIC NITC VARY CURB FACE - TRANSIHONS DOWN 6' HIGH CURB SIDEWALK, OPTIONAL CURB k GUTTER FLUSH CONDITION PARKING / ROAD SURFACE TRANSITION CURB DETAIL 4 NTS NOSE DOWN CURB DETAIL �`>;,�` CITY OF RENTON �. SAS NOTED ,�,,,', CITY OF Approved by.Date___ WFF s RENTON WE DATUM Approved by.Date___ 1505 Westlake Ave. N. T (206)522-9510 ':d,-aeptyrygSO q roved b ___ Date___ �wFF Planning/Building/Public Works Dept. Suite 305 F (2D6) 522-8399 PoWeA TAY pp y swO T SB INOL. Seattle. WA 98109 wwW.PAc[nrvD.wN nmWn Approved by.Date___ NO. REVISION BY DATE APER WFF Cpm_ (_ STORE NO. 7252 THE AUTO SUPERSTORE SITE DETAILS /D6/n C-8. R-394057 111610101311 0 I E F G 2" CLAS +2" TO 6" C OR C MIN IMIN r MIN MINI MIN I^ 6.5' MIN. -i 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN. 1' 1' 2.5' MIN IMIN r MIN I MIN1IM111N 2" CLASS CRUSHED ROCK, FLOWABLE FILL J OR AS REQUIRED BY ENGINEER • FOR MINIMUM STANDARDS. SEE DWG# HR -05, SP PAGE H032 RB OR VEMENT LINE OR NE -ACP CLASS' 6" CRUSHED SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ADOPTED crer OF ArHsoN el'At DAND PWS L4f UAT6: 03/05 DWG. NAME: H032-1 SP PAGE: H032.1 CITY OF RENTON PAVEMENT PATCHING DETAIL LANDING CURB RAMP 3/8" EXPANSION JOINT (TYP.) w, w, TRANSITION TO SIDEWALK BUFFER IF PRESENT, OR TO BACK OF CURB (TYP.� SEES PLANS V1, LANDING CURB, OR CURB J AND GUTTER FACE OF CURB 4'-0"MIN SEE PLANS 2.0% MAX. A CURB RAMP WIDTH 4' — 0" MIN. LANDING TO MATCH CURB RAMP WIDTH " SEE CONTRACT PLANS GRADE BREAK 2.0 MAX. PACLAND NTS N4NNK PO 2'—O" MIN. BUFFER WIDTH " MATCH TO v�• CURB RAMP DEPTH (TYP.) W, v,v CEMENT CONCRETE CURB D DETECTABLE WARNING SURFACE CROSSWALK DEPRESSED CURB AND GUTTER I PLAN VIEW (SHOWN WITH BUFFER) DETECTABLE WARNING SURFACE 15' — n" MAY I r GRADE BREAK GRADE BREAK 8.3% MAX A A, CURB RAMP SECTION OA 10 1 NTS STAMPED PAVEMENT PLAN J 4 CEMENT CONCRETE BROOM FINISH LIGHT SCORE C-8.0 PAVEMENT PATTERN IN -.'- — K 6"X6"W2.0XW2.0 WELDED WIRE FABRIC AT STAMPED PAVEMENT SECTION STAMPED CROSSWALK - PACLAND NTS N4NNK PO CITY OF RENTON w. WFF Approved PP b y Date Approved by. Date___ w WE 1505 Westlake Ave. N. T (206) 522-9510 '$o is Approved Approved by. Date___ TWEE Suite 305 F (206)522-8399 Seattle. WA 98109 w .Px AWCW sxe�cW'` 111OW17 Approved by _ __ ------Date___ NO. REVISION BY DATE APPR WEE CEMENT CONCRETE CURE COUNTER SLOPE 5.0% MAX. TOP OF ROADWAY DEPRESSED CURB AND GUTTER STAMPED PATTERN SHALL BE AS FOLLOWS: ON PEDESTRIAN WALKWAYS AND CROSS WALKS = 2' x 2' SQUARE ASPHALT TACK COAT BETWEEN AC &CONCRETE MATCH CONCRETE DEPTH 2' THICKENED ASPHALT EDGE ADJACENT TO CONCRETE Igig AS NOTED '''°'""' CITY OF + RENTON DATUM sF mw ONE .n Planning/Building/Public Works Dept. CURB RADIUS DETAIL Op DETECTABLE WARNING SURFACE DEPRESSED CURB AND GUTTER RB ISOMETRIC VIEW Cpm_ (_ STORE NO. 7252 THE AUTO SUPERSTORE SITE DETAILS AS -BUILT R-394058 116 0 0 I N Ln N 1` O Z Mw C LL 0 Cn x Q Q D U E F G K ALL LETTERING TO BE WHITE PERMIT PARKING ONLY & A MINIMUM OF 1° HIGH TOW–AWAY ZONE STANDARD SIGN #R7-8–GA SYMBOL TO BE WHITE BLUE REFLECTIVE BACKGROUND MAXIMUM FINE 2500.00 " �N �W o� BLUE REFLECTIVE BACKGROUND m STANDARD SIGN #R7 -8P5 VAN ACCESSIBLE o� o oN ALL LETTERING TO BE WHITE & A MINIMUM OF 1° HIGH 1. ALL SIGNS TO BE 0.080" THICK ALUMINUM 2. ALL SIGNS SHALL CONFORM WITH ALL CURRENT A.D.A., FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. 3. PLACE "VAN ACCESSIBLE" SIGN IN FRONT OF VAN ACCESSIBLE SPACES ONLY. NOT USED NTS (D 8#'"0" OC f TREATED 2'x6' BDS. NAILED TO 4%4" POSTS .w,,,,,"„„G�, rox- AWAY aW BOLT SIGNS TO POST WITH 3/8” CADMIUM PLATED 0 BOLTS, NUTS AND WASHERS, CITY OF RENTON Date___Approved Date___1505 _— Date—__Suite Date___ THIS SIGN TYPICAL AT ALL MWM "VAN ACCESSIBLE" PARKING SPACES N0.Seattle. TACCESSIBLE °U" CHANNEL POST 3 LBS./FT. PAINTED GREEN 4" DIA. STEEL PIPE BOLLARD PAINTED OSHA YELLOW FILLED WITH CONCRETE 3000 PSI COMPRESSIVE TH CONCRETE AT 28STRENGDAYS 2 COATS OF TRAFFIC PAINT :` III III—_III III III �' 4" WIDE PAINTED _ —III=III III—III- BLUE LINES (TYP.) "'� III=III—III III—III— HANDICAP PARKING SIGN t1=1ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES 1 HANDICAP PARKING SIGN 4"x 4"f 4" W 16" TYP x O O Q� Q 160 TYP O TREATED POSTS OR CEDAR POSTS lu ALL FASTENERS CEDAR IN CONTACT WITH TO BE GALVANIZED SOIL IS WARRANTED NO COMPACTED NATIVE BACKFILL MORE THAN TWO YEARS ,COMPACTED, NATK MATERIAL FENCE DETAIL SPLIT RAIL FENCE AND "WETLAND SENSITIVE AREA" SIGN DETAILS NTS 0 �1WApproved Westlake Ave. N. T (206) 522-9510Approved 305 F (206) 522-8399 WA 98109 wxw.Pxlnrvo.mH Approved by. by. by.— by. CITY OF RENTON Date___Approved Date___1505 _— Date—__Suite Date___ N0.Seattle. NTS QV@ Aram Am Old WA Pr 9i 5' TO GRADE ATTACH SIGN TO POST WITH TWO 5/16 GALVANIZED LAG BOLTS WITH WASHERS. PR -PRINTED PLASTIC SIGN 1/16" THICKNESS MINIMUM AND/OR GLUED 1/2" COX PLWOOD P4 CEDAR RES URE TREATORED POST SET 3' IWO POST HOLE COMPACTED NATIVE BACKFILL IN POST HOLE \yo POST SET 1N POST BASE Of SIGN DETAIL DIA. HANDICAPPED PARKING SPACE DETAIL 4' WOE, PAINTED WHITE UNE (TTP.) 3.5'x 2'x.032 RECESSED BAR CODE SUPPLIED BY OYMER, G.C. INSTALLED WTH OT,NER SUPPUED ADHESIVE; EITHER STIMSONITE 911 OR 88 PAVEMENT MARKER ADHESIVE MOUNT LONG LEG PERP. TO STRIPE LETTERS SHALL BE LOCATED AT SALES PARKING STALLS AT EACH END OF A ROW, AT EACH SIDE OF THE PROMENADE, AND AT EACH SIDE OF AN ISLAND. BAR CODES SHALL BE LOCATED AT SALES PARKING STALLS AT EACH END OF A ROW AND AT EACH SIDE OF THE PROMENADE SEE ARCHITECTURAL SITE PLAN. TYP. SALES LOT IDENTIFIERS �A M•. AS NOTED'""'x"" CITY OF WEE + RENTON DATUM �wFF Planning/Building/Public Works Dept. REVISION BY DATE APPR wWLFF �""' NTS Cpm_ (_ STORE NO. 7252 THE AUTO SUPERSTORE SITE DETAILS R-394059 1116 7 D�wC -.9.0 if F A E F G NOTE: SEE SPECS FOR COATING FOR ALL FENCE MESH, FRAMING AND COMPONENT COATING REQUIREMENTS. o =�<V � _D. CHAIN LINK FENCE MIN E 4'-0" I H Ir, I f III III N =1 ` I z I �Ly pa L b 4 L. A.41 I. I f.. 9 GA. GAL ST VISION SLATS 4,000 PSI CONI GATE DETAIL zs a1.1 CHAIN LINK FENCE DETAII NTS 6"0, SCH. 40, STL PIPE GUARD RAIL PAINTED FLAT BLACK FINISHED GRADE; SEE CIVIL DWGS. I I—III—III—III—I I 3000 PSI 1'-6"0 X 3'-6" DEEP CONCRETE FOOTING. EMBED PIPE 3'-0" DEEP INTO FOOTING ELEVATION - PIPE BOLLARD K NTS L 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 Seattle. WA 98109 w .PxtA CW CITY OF RENTON Approved by.Date___ Approved by.Date___ Approved by. __ Date___ Approved by.Date___ NO. F Y4" x X" SQ. TUBE W/ FLAT CAPS — 2 1/2" x 2 1/2' 14 GA SQ. TUBE - 3 IL"TYP. 'RAT STYLE' POST CAP L \ \ u 1 VG X 1 Th" U CHANNEL RAIL GATE DETAIL NOLL CONC. FOOTINGFINISH R ALL EXPOSED METAL TO BE FACTORY 1g STANDARD BLACK BAKED ENAMEL A1.1 ORNAMENTAL PICKET FENCE DETAIL NTS LJ SECTION - FENCE/PIPE BOLLARD n NTS SEE NOT USED 3 NTS 4' MAXIMUM BETWEEN POST AT ANY GUARDRAIL OPENING, R• `O. SPACING BETWEEN BOLLARDS LIGHT POLE INTERRUPTING BOLLARDS DETAIL - PIPE BOLLAF NTS �A NSAS NOTED'"°'x"" CITY OF WS WE + RENTON ww DATUM �wFF Planning/Building/Public Works Dept. REVISION BY DATE APERwFF ''O"°1X0L Cpm_ (_ STORE NO. 7252 THE AUTO SUPERSTORE SITE DETAILS AS -BUILT R-394060 1 C 0 11/06/17 C-9.1 I Al F LIGHT POLE/PIPE BOLLARDS/CURB DETAIL — SALES PARKING ROLLED PIPE BOLLARD; SEE 4/C-9.1 FACE OF CURB LIGHT POLE AND BASE, SEE STRUCT AND ELECT LIGHT POLE/FENCE/GUARD RAIL/CURB DETAIL — SALES PARKING ORNAMENTAL PICKET FENCE; SEE DETAIL 2/C-9.1 GUARD RAIL; SEE DETAIL 7/C-9.1 FACE OF CURB IGHT POLE AND IASE, SEE STRUCT SND ELECT 2'-6" 2'-10" 4'-0" MIN. I I I I J DETAIL — SALES AND C/E PARKING NTS NTS NTS C VARIES TO INCLUDE SITE 9 -0 REQUIREMENTS WIDTH OF 1 8'-3° MIN. ANY SIDEWALK PLUS MIN. ANY PLANTING STRIPES ORNAMENTAL PICKET ROLLED PIPE F FENCE; SEE 2/C-9.1 BOLLARD; SEE 0 4/C-9.1 ROLLED PIPE BOLLARD; H SEE 4/C-9.1 SALES/SALES o STAGING ADJACENT 2'-6" 4'-0° MIN. 2�-0" 2'-3" 4'-0° PROPERTY TYP. SALES o TYR. TYR. MIN. z 3 n AREA TO REMAIN CLEAR FROM LANDSCAPING AND EQUIPMENT; SEE LANDSCAPE DWGS. SEE STRUCTURAL AND ELECTRICAL FOR LIGHT POLE AND BASE M"..AS NOTED CITY OF WE + RENTON ow... i ME� DATUM WF Planning/Building/Public Works Dept. BY DATE APPRF ''°"°Hy 5 ORNAMENTAL PICKET FENCE; SEE 2/C-9.1 FACE OF CURB ROLLED PIPE BOLLARDS SEE 4/C-9.1 LIGHT POLE AND BASE, SEE STRUCT AND ELECT (A (_ STORE NO. 7252 vos/r, THE AUTO SUPERSTORE SITE DETAILS C-9.2 AS—BUILT � R-394061 16 0 01311 5 E I I I I J I L; I I I I AREA TO REMAIN CLEAR FROM I I I LANDSCAPING AND EQUIPMENT; SEE I I I I I I I LANDSCAPE DWGS. I I I I I I I I SEE STRUCTURAL AND ELECTRICAL I I I LJ FOR LIGHT POLE AND BASE K I I I I I I SECTION — SALES AND C E PARKING (ORN. FENCE & PIPE BOLLARD 4 NTS L �LANR p ■agcy wilmmil oil CITY OF RENTON 0 , R — Approved by._ _ Date—__ Approved by._ _ Date__ 1505 Westlake Ave. N. T (206) 522-8510 /g �A jp19}6pgJ .b Approved by. Date—_ Seattle, Seattle. WA 98109 F (206)522-8394 wxw.PxLu�o.mn �9aoxa6 �v n/Os/n ___ Approved by. _Date__ N0. REVISION AREA TO REMAIN CLEAR FROM LANDSCAPING AND EQUIPMENT; SEE LANDSCAPE DWGS. SEE STRUCTURAL AND ELECTRICAL FOR LIGHT POLE AND BASE M"..AS NOTED CITY OF WE + RENTON ow... i ME� DATUM WF Planning/Building/Public Works Dept. BY DATE APPRF ''°"°Hy 5 ORNAMENTAL PICKET FENCE; SEE 2/C-9.1 FACE OF CURB ROLLED PIPE BOLLARDS SEE 4/C-9.1 LIGHT POLE AND BASE, SEE STRUCT AND ELECT (A (_ STORE NO. 7252 vos/r, THE AUTO SUPERSTORE SITE DETAILS C-9.2 AS—BUILT � R-394061 16 0 01311 5 E Lu 0 O Lu J LL N L() — O Z Lu C cc 0 (n Q Q D U PLANT SCHEDULE SYMBOL I BOTANICAL/COMMON NAME SIZE/COMMENTS TREES ACER RUBRUM 'FRANK'S RED'/ a 'RED SUNSET MAPLE e \ FRAXINUS OXYCARPA 'RAYWOOD' / 'RAYWOOD' ASH ^\ PYRUS ICALLERYANA'GLEN'S FORM'/ 'CHANTICLEER' FLOWRING PEAR t u, mm ea.... 2" CAL, MATCHED SET, B&B, 10' MIN. BRANCHED 0 5, SPECIMEN QUALITY 2° CAL., B&B, SPECIMEN QUALITY, BRANCHED AT 5, MATCHED SET 2" CAL., SPECIMEN QUALITY, B&B BRANCHED 0 5', MATCHED SET 2' CAL., MATCHED SET, B&B, 10' MIN,HT., BRANCHED 0 51 , SPECIMEN QUAUTY 2° CAL., MATCHED SET, B&B, 10' MIN. HT., BRANCHED 0 5', SPECIMEN QUALITY EXISTING TREE TO REMAIN PRESERVE & PROTECT, SEE CIVIL TREE PLAN EXISTING VEGETATION TO REMAIN PRESERVE & PROTECT SHRUBS & ORNAMENTAL GRASSES mm EVERGREEN HEDGE: GROUPINGS OF DIFFERENT 5 GAL CONT., FULL & BUSHY, SHRUB Mme} SPECIMEN QUALITY, PLANT 0 TAXUS BACCATA 3.0' O.C. IN SAME SPECIE IDARK GREEN _SPEAD 'REPANDENS'#5 1 GROUPINGS OF 11 PLANTS -19 -�KEP„IJ:TN G; UXN.gR[r;;TT9� PERIMETER PARKING LOT ISLANDS: PRUNUS LAUROCERASUS 'DTTD LUYKEN' / PLANTS• ALTERNATE PLANTINGS F & BUSHY, SPECIMEN QUALITY, PLANT 'OTTO LUYKEW LAUREL CONSISTENTLY THROUGHOUT. E H GSTUS SP. / ROCKROSE ROSE - 5 GAL SPECIMEN QUALITY 0 M 1 TREE/6 SPACES MISCANTHUS SINENSIS 'MORNING UGHY / 5 GAL CONTAINER, PLANT 0 4' D.C. GROUNDCOVER NASSELLA TENUISSIMA / 'MORNING LIGHT MISCANTHUS CONT, PLANT 0 24' O.C. J COBBLESTONES PROVIDE 9' DEPTH OF ROCK R WASHED RIVER ROCK 30 - 6' SIZE CALAMAGROSTIS ACUTIFLORA 'KARL FOERSTER' / 5 GAL CONT., PLANT 0 3.5' O.C. o USE FESCUE/RYE BLEND MIX 'KARL FOERSTER' FEATHERGRASS 650 SHRUBS ' F ® VIBURNUM DAMON / DAVID'S VIBURNUM 2 GAL CONT, PLANT 0 3' O.C. z REQUIREMENT NATIVE / WETLAND PLANTINGS 348 STALLS 123180 SF mID HEUTRICHON SEMPERMRENS / BLUE OAT GRASS 2 GAL CONT., PLANT 0 S O.C. z SPIRAEA JAPONICA 'UTILE PRINCESS' / 5 GAL CONT., PLANT 0 3' O.C. UPLAND PLANTINGS: 'LITTLE PRINCESS' SPIRAEA a PARKING LOT ISLAND LANDSCAPING: (SEE DETAIL) vSPIRAEA OONT., jAPONICA SHIROBBPIRAEAJAPON ICA 'NEON 2 GAL, CONT., PLANT 0 3' O,D, zG TRIGGI OR JAPANESE FLASH' #2 1 GAL a PLANT 0 5' O.C. AOIIIFOI IA 'COMPACTA / 2 rel DDIET PI ANT e N n r. -�KEP„IJ:TN G; UXN.gR[r;;TT9� L L v vvv PERIMETER PARKING LOT ISLANDS: COTONEASTER - 2 GAL CONT, FULL PENNISETUM ALOPECURIODES 'LITTLE BUNNY / + & BUSHY, SPECIMEN QUALITY, PLANT PLANT 0 24' O.C. COTONEASTER DAMMERI ROSA 'NEARLY WILD' / 0 2' O.C. (% OF SPACE PERIMETER) H 'CORAL BEAOTr #1 + 'NEARLY WILROSE ROSE - 5 GAL SPECIMEN QUALITY 0 2. INTERIOR PARKING 1 TREE/6 SPACES 4' O.C. � OF SPACE INTERIOR) QS 58 TREES GROUNDCOVER NASSELLA TENUISSIMA / 1 GAL CONT, PLANT 0 24' O.C. J COBBLESTONES PROVIDE 9' DEPTH OF ROCK MEXICAN FEATHER GRASS WASHED RIVER ROCK 30 - 6' SIZE BETWEEN CURB AND RAIUNG 2. INTERIOR PARKING SOD LAWN USE FESCUE/RYE BLEND MIX 621 SHRUBS 650 SHRUBS C. INTERIOR LANDSCAPE AREA o �'•"� GAULTERIA SHALLON / SALAL 1 GAL. OONL, PLANT 0 24' O.C. J REQUIREMENT NATIVE / WETLAND PLANTINGS L L v vvv ' T (206) 522-9510 F 206 522-8349 Iffu ACLervB.mN Approved Approved Approved Approved PENNISETUM ALOPECURIODES 'LITTLE BUNNY / 1 GAL CONT, PLANT 0 24' O.C. 1. PARKING PERIMETER 1 TREE/30 LF N0. LITTLE BUNNY FOUNTAIN GRASS 24 TREES 2. INTERIOR PARKING 1 TREE/6 SPACES 19 58 TREES 58 TREES NASSELLA TENUISSIMA / 1 GAL CONT, PLANT 0 24' O.C. 1. PARKING PERIMETER 1 SHRUB/20 SF MEXICAN FEATHER GRASS 242 SHRUBS 360 SHRUBS 2. INTERIOR PARKING a 12,425 SF 621 SHRUBS 650 SHRUBS C. INTERIOR LANDSCAPE AREA J REQUIREMENT NATIVE / WETLAND PLANTINGS 348 STALLS 123180 SF 12,618 SF UPLAND PLANTINGS: ® VINE MAPLE 2 GAL. OONT., PLANT 0 10' O.C. RED -OSIER DOGWOOD 1 GAL CONT, PLANT 0 5' O.C. ' ...... SERVICEBERRY 1 GAL CONT, PLANT 0 5' O.C. EXI v SNOWBERRY 1 GAL CONT., PLANT 0 5' O.C. K 'ti•:,ti•:::::. WETLANDS / WETLAND BUFFERS ;�, c�• SMALL -FRUITED BULRUSH PLUGS, PLANT 0 3 PER SIF SLOUGH SEDGE PLUGS, PLANT 0 2 PER SF ROSSI SEDGE PLUGS, PLANT 0 2 PER SF 0 ..'.:.•.R�ICANG.PVIR]�IG TP BE RESTORE0. . i AREAS. �. I • • • .. 11E OAMAI�D.OR EXISTING • ' •11A.VE RIAIRE/DPEx AWA E EXISTD7T :::.... L L v vvv E%.-PANSFOBMEB TO COBBLESTONE HOCK, G PARKING LOT ISLAND, (TYP.) SCALE; NTS MAHONIA AQUIFOLIA 'COMPACTA'/ L SPIRAEA JAPONICA 'SHIROBANA'/ COMPACT OREGON GRAPE TRI -COLOR JAPANESE SPIRAEA (2 GAL CONTAINER) (2 GAL CONTAINER) SIGN -PLANTER ENLARGEMENT SCALE: 1 10' VIBURNUM DAMD11 / DAVID'S VIBURNUM (2 GAL CONTAINER) 30' r NASSELLA TENUISSIMA MEXICAN FEATHER GRAS (1 GAL CONTAINER) 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 ' T (206) 522-9510 F 206 522-8349 Iffu ACLervB.mN Approved Approved Approved Approved by. by.______ by. by. CITY Ur REN TON Date___ Date___ _ __ Date___ Date___ 1. PARKING PERIMETER 1 TREE/30 LF N0. 24 TREES 24 TREES 2. INTERIOR PARKING 1 TREE/6 SPACES 19 58 TREES 58 TREES B. SHRUB REQUIREMENTS 1. PARKING PERIMETER 1 SHRUB/20 SF 4840 SF 242 SHRUBS 360 SHRUBS 2. INTERIOR PARKING 1 SHRUB/20 SF 12,425 SF 621 SHRUBS 650 SHRUBS C. INTERIOR LANDSCAPE AREA REQUIREMENT 35 SF/SPACE 348 STALLS 123180 SF 12,618 SF ...... . ... EXI v ..'.:.•.R�ICANG.PVIR]�IG TP BE RESTORE0. . ....... WHERE EXISTING• LANDSCAPE AREAS. �. I • • • .. 11E OAMAI�D.OR EXISTING • ' •11A.VE RIAIRE/DPEx AWA E EXISTD7T :::.... c :.... ........::.. ••• :.: ' '.::.'.......' :.': :. ....'.'::.. r7n1Tl-ITrrr7=17% TMT IIIIIIIIIIIIIIIIIIIII I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E%.-PANSFOBMEB TO COBBLESTONE HOCK, G PARKING LOT ISLAND, (TYP.) SCALE; NTS MAHONIA AQUIFOLIA 'COMPACTA'/ L SPIRAEA JAPONICA 'SHIROBANA'/ COMPACT OREGON GRAPE TRI -COLOR JAPANESE SPIRAEA (2 GAL CONTAINER) (2 GAL CONTAINER) SIGN -PLANTER ENLARGEMENT SCALE: 1 10' VIBURNUM DAMD11 / DAVID'S VIBURNUM (2 GAL CONTAINER) 30' r NASSELLA TENUISSIMA MEXICAN FEATHER GRAS (1 GAL CONTAINER) 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 ' T (206) 522-9510 F 206 522-8349 Iffu ACLervB.mN Approved Approved Approved Approved by. by.______ by. by. CITY Ur REN TON Date___ Date___ _ __ Date___ Date___ 1. PARKING PERIMETER 1 TREE/30 LF N0. REVISION CARNASHI M SERVICE I i10' LANDSCAPE PER CITY CODE B94T PIPE (SEE CML SHEET C-1.0) .If T11111111111 1111111111 IAlll 0 ROMDLO BETONE �j a I E D OD jIL ( LT 1� 1 oil _ IIIA III om oil ■I� i,�1 AFI 14.°'41 FKie'6i $ r�r4A1 BE fitA � .djq S SALES TO GRAPHIC SCALE 1 inch = 6a fL. LANDSCAPE CALCULATIONS Lu STEEL LANDSCAPE1 MERE COBBLESTONE i+ABUTS LANDSCAPE Typ 1 nel I LANDSCAPE PER CITY CODE PARKING LOT LANDSCAPE REQUIREMENTS .,.,., CRITERIA REQ'D UNIT REO'D PROVIDED A TREE REQUIREMENTS 1. PARKING PERIMETER 1 TREE/30 LF 715 LF 24 TREES 24 TREES 2. INTERIOR PARKING 1 TREE/6 SPACES 348 STALLS 58 TREES 58 TREES B. SHRUB REQUIREMENTS 1. PARKING PERIMETER 1 SHRUB/20 SF 4840 SF 242 SHRUBS 360 SHRUBS 2. INTERIOR PARKING 1 SHRUB/20 SF 12,425 SF 621 SHRUBS 650 SHRUBS C. INTERIOR LANDSCAPE AREA REQUIREMENT 35 SF/SPACE 348 STALLS 123180 SF 12,618 SF AS NOTED"" CITY OF 11 + RENTON I LE � DATUM Planning/Building/Public Works Dept. AVUE.mm.n jPROPOSED SIGN; SEE V-ENLARGEMENT 1HIS SHEET FOR PLANTING �I Il lllrylir O — i l l l l l) l� -_ I P I - I I � �I W I REPLACE EXISTING LANDSCAPING MIH G LANDSCAPE AND -DROUGHT-RESISTANT PLANTINGS (TTP.): ;APE ISLANDS TO REMAIN -CISTUS HYDROUS (CORBARIENSIS) - /WHITE ROCKROSE 5 GAL. CONT., PLANT 0 3' O.C. w � � lcwnY FEATURE ';(' EXISTING UTILITIES TO REMAN �L SW 41 STORE NO. 7252 «71/06/1' THE AUTO SUPERSTORE FWL LANDSCAPE PLAN W1.0 R-394062 111610101311 IRRIGATION SCHEDULE w O q ITEM SYMBOL MANUFACTURER CAT U DRRIS�MRIGATION NETAFIM TECHUNE WITH .26 GPH DRIPPERS AT 18 -INCH INTERVALS. SPACING OF LINES J IS TO BE 18 -INCHES ON CENTER. LL N LO C4 O Z W C EL O H CO X a D a U Al 21 K CONTROL VALVE CONTROLLER P.O.C. SHUT-OFF VALVE BACKFLOW PREVENTOR STRAINER QUICK COUPLER ISOLATION VALVE 0 MAINLINE — _ END NINE* 1111010110 LATERALS SLEEVING SPRAY ZONE: RAINBIRD 100-PESB. RAINBIRD XZC-PRB-100-COM DRIP CONTROL VALVES (3 - 20 GPM) RAINBIRD XZC-PRB-150-COM DRIP CONTROL VALVES (15 - 40 GPM) RAINBIRD ESP -MC, 12 STATION WALL MOUNT CONTROLLER PONT OF CONNECTION AWA (1-1/2") FEBCO 850 (1-1/2") WILKEN'S (1-1/2") RAINBIRD 44 NP VALVE WITH 44K KEY RED -WHITE VALVE CORP. FULL PORT BRASS BALL VALVE PVC -CLASS 315 PVC -CLASS 200 (LARGER THAN 1" PVC -SCHEDULE 40 MANUAL DRAIN VALVE SEE SPECIFICATIONS FOR ACCEPTABLE MANUFACTURER RAIN SENSOR RAINBIRD WR2 WIRELESS RAIN+FREEZE p SENSOR IRRIGATION HEADS 11 SUBSURFACE DRIP IRRIGATION SYSTEM. PLACE 3-4" BENEATH FINAL GRADE, AND UNDER WEED MAT BARRIER. FOLLOW MANUFACTURER'S DIRECTIONS; 25 PSI. MAXIMUM LENGTH OF DRIPUNE TO BE 500' FROM SUB -MAIN. PROVIDE SUB -MAIN (AS REO.) OF 1" PIPE WITH AUTOMATIC FLUSH VALVE PER MANUFACTURER'S RECOMMENDATIONS. PLASTIC CONTROL VALVE WITH PRESSURE REGULATING FEATURES, INSTALL PER DETAIL COORDINATE LOCATION AND POWER SOURCE WITH ARCHITECT. INSTALL ON OUTSIDE WALL. CONTRACTOR TO CONNECT EXEMPT 1" IRRIATION WATER METER. PROVIDE AND INSTALL 1-1/2" SUPPLY LINE AND THREADED STUB -OUT FOR IRRIATION CONTRACTOR'S USE. 200 PSI THREADED ENDS. INSTALL AS PER DETAIL BACKFLOW PREVENTOR DEVICE: INSTALL PER DETAIL BRASS STRAINER W/100 MESH SCREEN. INSTALL PER DETAIL. INSTALL PER DETAIL 0 P.O.C., PROVIDE (1) KEY AND (1) ELL. 600 WOG RATING, INSTALL PER MANUFACTURER'S SPECS, 1-1/2" SIZE OR SIZE AS NOTED. SIZES AS NOTED ON PLAN, 3/4" MIN SIZE, X" WHERE NOT SPECIFIED. PROVIDE UNDER ALL HARD SURFACES. SLEEVES TWICE THE DIAMETER OF PIPE INSIDE. STRAIGHT RUNS ONLY. (SEE DETAIL). INSTALL AT THE LOW PONT IN EACH RUN OF PIPE. INSTALL PER DETAIL INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SYMBOL DESCRIPTION SIZE I GPM PRIOR TO BIDDING. THE PROJECT SPECIFICATIONS ARE A PART OF THESE PLANS AND SHALL BE CONSULTED BY AS FOLLOWS: HUNTER MP 1000 ROTATOR, MAROON PROS-06-PRS40-MP1000-90 14.00 FT 180' = 0.37 0 40 PSI ADJUSTABLE ARC, 90' - 210' PROJECT SPECIFICATIONS AND ON THE PLANS 9-16 G.P.M. 1" I — - - - I Q HUNTER MP 1000 ROTATOR, BLACK PROS-06-PRS40-MP2000-90 19.00 FT 90' = 0.47 0 40 PSI L ADJUSTABLE ARC, 90' - 210' 3. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN PLANS OR SPECIFICATIONS IRRIGATION DESIGN INTENT 2. WHERE PIPING PASSES THROUGH AREAS OF PAVING IT SHALL BE IN SLEEVING PER PLAN AND SPECIFICATIONS. 3. ADJUST SPRAY ARC AND DIAMETERS TO MINIMIZE SPRAY ONLY PAVED SURFACES. 4. PIPING SHALL NOT PASS DIRECTLY BENEATH TREE ROOTBALLS, SIGN FOOTS OR UGHTS. L I aFruP (fF — HO i I' _% CHITECT .u���(�(�. S 1505 Westlake Ave. N. CEMINICATE NO. 80/ Suite 305 Expires 6/28119 Seattle, WA 98109 0 r I � � C_1 CARWASH SERVICE , \ I r I S SALES rrrrTT-� CONTROLLER , CONTROLLER SHALL BE A WALL MOUNT MODEL LOCATE ON OUTSIDE WALL AT COMPRESSOR -- ROOM. VERIFY EXACT LOCATION AND ELECTRICAL CONNECTION WITH ARCHITECT AND ENGINEER. PROVIDE SEPARATE 15 AMP CIRCUIT AND 120 VOLT AC POWER TO CONTROLLER. POINT OF CONNECTION (P.O.C.) APPROXIMATE LOCATION OF POC. SITE UTILITY CONTRACTOR TO PROVIDE NEW IRRIGATION METER AND 1-1/2" STUB -OUT FOR IRRIGATION CONTRACTOR'S USE. VERIFY AND ADJUST LOCATION PRIOR TO INSTALLATION IF REWIRED. PROVIDE P.O.C. COMPONENTS AS SHOWN IN POINT OF CONNECTION DETAIL. NOTIFY OWNER IMMEDIATELY OF ANY DISCREPANCIES. VERIFY MIN. 50 PSI DESIGN FLOW AT P.O.C. PRIOR TO WORK. A / I PHASE III244 SPACES I.WCRES E ? a ISOLATION ®EN ' CITY OF RENTON --- /06/17 AS NOTED �CITY OF CARIIIBi( STORE NO. 7252 Approved by.Date___ c.c TSP RENTON THE AUTO SUPERSTORE PME Approved by.Date___ �"' DMD DATUM T (206) 522-9510 SMP f Planning/Building/Public Warks Dept. IRRIGATION PLAN ' L-2.0 F (206)522-8344 Approved by.___ Date___ n w+Av.PXLAND oom Approved by.Date___ NO. REVISION BY DATE JAPPRfiP AS -BUILT R-394063 16 0 01311111 E 1. THE IRRIGATON CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF THE PROJECT SPECIFICATIONS 12. IRRIGATION SYSTEM PIPE SHALL BE CLASS 200 PVC PIPE, SIZE IS AS NOTED. SIZE ALL OTHER PIPES NN PRIOR TO BIDDING. THE PROJECT SPECIFICATIONS ARE A PART OF THESE PLANS AND SHALL BE CONSULTED BY AS FOLLOWS: I THE IRRIGATION CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING WORK AS SPECIFIED IN THE 0-8 G.P.M. 3/4" CLASS 200 P.V.C. PROJECT SPECIFICATIONS AND ON THE PLANS 9-16 G.P.M. 1" I — - - - I Q 2, CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, EQUIPMENT QUANTITIES, AND UTUTY LOCATIONS 17-26 G.P.M. 1-1/4" PHASE III SALES > PRIOR TO BEGINNING OR CONTINUING WORK. 27_35 GPM 1_1/2• L 3. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN PLANS OR SPECIFICATIONS o Hoo PRIOR TO BEGINNING OR CONTINUING WORK. >35 G.P.M. 2" - 4.W THE IRRIGATION CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONS TO THIS PUN NOTE: VELOCITIES IN PIPE ARE NOT TO EXCEED 5 F.P.S. --- WTHQUT APPROVS 13. IRRIGATION LATERAL LINES, MAIN LINES, AND EQUIPMENT MAY BE SHOWN OUTSIDE PROPERTY ONES ON THIS III AL OF THE LANDSCAPE ARCHITECT. PLAN. ALL IRRIGATION LINES AND EQUIPMENT ARE TO BE WITHIN AND INSTALLED WITHIN THE UNITS OF THE I _ — e LaIY f STANdAR1 5. ALL CONSTRUCTION SHALL CONFORM TO CITY, COUNTY, STATE, AND FEDERAL REQUIREMENTS. IT SHALL BE PROPERTY UNE. _ ! -- DS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THAT ALL IRRIGATION EQUIPMENT MEETS 14. ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. ELECTRICAL WIRES' GOVERNMENT REGULATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS FOR IRRIGATION VALVES AND IRRIGATION UNES ARE TO BE PLACED IN SEPARATE SLEEVES. SEE SLEEVING DETAIL - DAT OR APPROVALS. 15. SUPPLY LINE AND METER TO BE PROVIDED BY GENERAL CONTRACTOR. BACI(FLOW PREVENTER TO BE 6. THIS PLAN IS SCHEMATIC AND DUE TO THE NATURE OF CONSTRUCTION, SUGHT FIELD MODIFICATIONS MAY BE PROVIDED BY IRRIGATION CONTRACTOR. IRRIGATION CONTRACTOR'S POINT OF CONNECTION TO BEGIN AFTER THE r DATE. NECESSARY TO IMPLEMENT PLAN. IRRIGATION WATER METER. I ! T 7. THIS IRRIGATION SYSTEM IS DESIGNED TO THE FOLLOWING STATS: 16. IRRIGATION CONTRACTOR TO VERIFY ACTUAL AVAILABLE WATER PRESSURE BEFORE BEGINNING INSTALLATION. DATE: 30 P.S.I RAINOIRD 40 P.S.I HUNTER AND 46 G.P.M. THE STATIC WATER PRESSURE IS REPORTED TO BE 60 P.S.I. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IF AVAILABLE WATER PRESSURE EXCEEDS 5 P.S.I. HIGHER OR i (NOT CONFIRMED). LOWER THAN AVAILABLE WATER PRESSURE SHOWN ON PLAN. ;DATE: 8. IRRIGATION SYSTEMS SHALL HAVE A BACKFLOW PREVENTER INSTALLED. 17. LOCATE IRRIGATION HEADS A MINIMUM OF 12" FROM ALL CURBS NEXT TO PARKING AND DRIVEWAYS. -- 9. ALL IRRIGATION HEADS ARE TO BE ADJUSTED FOR COMPLETE COVERAGE WITH MINIMUM OVER SPRAY BEYOND 18. IRRIGATION CONTRACTOR SHALL REVIEW WINTERIZATION PROCEDURES FOR IRRIGATION SYSTEM WITH OWNERS GRAPHIC SCALE o ®® _ 10. ALL HEADS WITHIN LAWN AREAS SHALL BE 4" POP-UP TYPE AND ALL HEADS "THIN SHRUB BEDS SHALL 19. ALL IRRIGATION HEADS AT THE LOWER ELEVATIONS OF EACH CONTROL VALVE CIRCUIT SHALL HAVE POP-UP ' CITY OF RENTON --- /06/17 AS NOTED �CITY OF CARIIIBi( STORE NO. 7252 Approved by.Date___ c.c TSP RENTON THE AUTO SUPERSTORE PME Approved by.Date___ �"' DMD DATUM T (206) 522-9510 SMP f Planning/Building/Public Warks Dept. IRRIGATION PLAN ' L-2.0 F (206)522-8344 Approved by.___ Date___ n w+Av.PXLAND oom Approved by.Date___ NO. REVISION BY DATE JAPPRfiP AS -BUILT R-394063 16 0 01311111 E 1. THE IRRIGATON CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF THE PROJECT SPECIFICATIONS 12. IRRIGATION SYSTEM PIPE SHALL BE CLASS 200 PVC PIPE, SIZE IS AS NOTED. SIZE ALL OTHER PIPES NN PRIOR TO BIDDING. THE PROJECT SPECIFICATIONS ARE A PART OF THESE PLANS AND SHALL BE CONSULTED BY AS FOLLOWS: I ' CITY OF RENTON --- /06/17 AS NOTED �CITY OF CARIIIBi( STORE NO. 7252 Approved by.Date___ c.c TSP RENTON THE AUTO SUPERSTORE PME Approved by.Date___ �"' DMD DATUM T (206) 522-9510 SMP f Planning/Building/Public Warks Dept. IRRIGATION PLAN ' L-2.0 F (206)522-8344 Approved by.___ Date___ n w+Av.PXLAND oom Approved by.Date___ NO. REVISION BY DATE JAPPRfiP AS -BUILT R-394063 16 0 01311111 E 1. THE IRRIGATON CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF THE PROJECT SPECIFICATIONS 12. IRRIGATION SYSTEM PIPE SHALL BE CLASS 200 PVC PIPE, SIZE IS AS NOTED. SIZE ALL OTHER PIPES ¢ PRIOR TO BIDDING. THE PROJECT SPECIFICATIONS ARE A PART OF THESE PLANS AND SHALL BE CONSULTED BY AS FOLLOWS: THE IRRIGATION CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING WORK AS SPECIFIED IN THE 0-8 G.P.M. 3/4" CLASS 200 P.V.C. PROJECT SPECIFICATIONS AND ON THE PLANS 9-16 G.P.M. 1" I — - - - I Q 2, CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, EQUIPMENT QUANTITIES, AND UTUTY LOCATIONS 17-26 G.P.M. 1-1/4" PHASE III SALES > PRIOR TO BEGINNING OR CONTINUING WORK. 27_35 GPM 1_1/2• ACRES 3. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN PLANS OR SPECIFICATIONS o Hoo PRIOR TO BEGINNING OR CONTINUING WORK. >35 G.P.M. 2" - 4.W THE IRRIGATION CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONS TO THIS PUN NOTE: VELOCITIES IN PIPE ARE NOT TO EXCEED 5 F.P.S. --- WTHQUT APPROVS 13. IRRIGATION LATERAL LINES, MAIN LINES, AND EQUIPMENT MAY BE SHOWN OUTSIDE PROPERTY ONES ON THIS I — _ L�� co NCE WIT�`H AL OF THE LANDSCAPE ARCHITECT. PLAN. ALL IRRIGATION LINES AND EQUIPMENT ARE TO BE WITHIN AND INSTALLED WITHIN THE UNITS OF THE I _ — e LaIY f STANdAR1 5. ALL CONSTRUCTION SHALL CONFORM TO CITY, COUNTY, STATE, AND FEDERAL REQUIREMENTS. IT SHALL BE PROPERTY UNE. _ ! -- DS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THAT ALL IRRIGATION EQUIPMENT MEETS 14. ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. ELECTRICAL WIRES' GOVERNMENT REGULATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS FOR IRRIGATION VALVES AND IRRIGATION UNES ARE TO BE PLACED IN SEPARATE SLEEVES. SEE SLEEVING DETAIL - DAT OR APPROVALS. 15. SUPPLY LINE AND METER TO BE PROVIDED BY GENERAL CONTRACTOR. BACI(FLOW PREVENTER TO BE 6. THIS PLAN IS SCHEMATIC AND DUE TO THE NATURE OF CONSTRUCTION, SUGHT FIELD MODIFICATIONS MAY BE PROVIDED BY IRRIGATION CONTRACTOR. IRRIGATION CONTRACTOR'S POINT OF CONNECTION TO BEGIN AFTER THE r DATE. NECESSARY TO IMPLEMENT PLAN. IRRIGATION WATER METER. I ! T 7. THIS IRRIGATION SYSTEM IS DESIGNED TO THE FOLLOWING STATS: 16. IRRIGATION CONTRACTOR TO VERIFY ACTUAL AVAILABLE WATER PRESSURE BEFORE BEGINNING INSTALLATION. DATE: 30 P.S.I RAINOIRD 40 P.S.I HUNTER AND 46 G.P.M. THE STATIC WATER PRESSURE IS REPORTED TO BE 60 P.S.I. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IF AVAILABLE WATER PRESSURE EXCEEDS 5 P.S.I. HIGHER OR (NOT CONFIRMED). LOWER THAN AVAILABLE WATER PRESSURE SHOWN ON PLAN. ;DATE: 8. IRRIGATION SYSTEMS SHALL HAVE A BACKFLOW PREVENTER INSTALLED. 17. LOCATE IRRIGATION HEADS A MINIMUM OF 12" FROM ALL CURBS NEXT TO PARKING AND DRIVEWAYS. -- 9. ALL IRRIGATION HEADS ARE TO BE ADJUSTED FOR COMPLETE COVERAGE WITH MINIMUM OVER SPRAY BEYOND 18. IRRIGATION CONTRACTOR SHALL REVIEW WINTERIZATION PROCEDURES FOR IRRIGATION SYSTEM WITH OWNERS GRAPHIC SCALE LANDSCAPE AREAS. REPRESENTATIVE. 10. ALL HEADS WITHIN LAWN AREAS SHALL BE 4" POP-UP TYPE AND ALL HEADS "THIN SHRUB BEDS SHALL 19. ALL IRRIGATION HEADS AT THE LOWER ELEVATIONS OF EACH CONTROL VALVE CIRCUIT SHALL HAVE POP-UP BE 12" POP-UP TYPE UNLESS OTHERWISE INDICATED. BODIES WITH BUILT-IN CHECK VALVES TO PREVENT LOW HEAD DRAINAGE. 11. EXISTING TREES REMAIN ARE TO BE PROTECTED FROM DAMAGE. DO NOT TRENCH OR EXCAVATE YAIHIN 20. ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE MANUALLY WATERED RRIGATED TO KEEP MOIST (a seal' ) REE UNTIL PLANTED. THE DRIPUNE OF ANY TREE. L InoL - 50 LL ' CITY OF RENTON --- /06/17 AS NOTED �CITY OF CARIIIBi( STORE NO. 7252 Approved by.Date___ c.c TSP RENTON THE AUTO SUPERSTORE PME Approved by.Date___ �"' DMD DATUM T (206) 522-9510 SMP f Planning/Building/Public Warks Dept. IRRIGATION PLAN ' L-2.0 F (206)522-8344 Approved by.___ Date___ n w+Av.PXLAND oom Approved by.Date___ NO. REVISION BY DATE JAPPRfiP AS -BUILT R-394063 16 0 01311111 E LANDSCAPE DETAILS Lu A 0 W J_ LL PLAN B e• 2—my m>NffW Iasi CA muaz snWa 12 uu¢ wM N o0 EMn W -wr m�P Hog Pon T mala IFEE W%lP Oz Mph YA1H Z 4 MIm YID Salmi LLW SEL m P(SF C WQQLL YX O UIIaONMEfD SIWNL (n RWiE Y�yw d WIFE mW mP iA a nc aut QNOR 5II UlOSCIPE MOBS Fal 11E TMS a' IAYaI WELL m UBE TREE PLANTING D Ll YTS Q V ._ j:� z Warcc W.aa carts FOR rIPE a Yaal ) 3 fAOY inP 1/0 a BML `BAa6NL WX L s,� SHRUB PLANTING MTs eexPo 001st R Mala 9X NOT BML 12 � YIII01 m ELL m FMXYT acm IXYa WM WE F a 11 xoR T 7EICIai oow IMM TM (D ROUND COVER DETAIL (d' POTS AND SMALLER) l"imUME L z o S l Vy ✓ V� PLAN pH mris am oll 3{LY mMEMM mY z mMMFR XOY Q PonNI(MSaYt O WIrE rr WMIE iLIYAa (11P.) 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FSEImF1eATE Suite 305 Expires 6/28/19 1Seattle, WA 98109 PA IRRIGATION DETAILS wR FOR Ysruunm a PLWT OF CONI WrIN A SWW MFER To nE Approved Approved Approved Approved by._ by. by._ by.______ aYaat CaIYACim IlY YEaYMCAt mmueI / usl U m .101m-4Pii,l mm ML 1lrnxcs m BE (ILY slit rAMf ALL Wm nNE Cali 946V r1C II la IN.mmm�AIMPICA ORION Fl/SM ORION fIIL PNXi AS IEYMFI M LINE ©G A11 p r ( r Bal AhmBOX dln Bm MIKEIZdM®1 MUNIEW mm( 9W0lm Fu Aff-mx mx mt � I• ._ m r.A TfiF. .....Ts ilLL.. aAfx b CdNF11( � YPMME OEIX b - BY�mE JfMT i Y11 IM Y.Y.c WR J aPEm v& 4-CXM•XI I /W q(pl SAMUEL SIX m YME AnMEx YAM IlE ` I I eaMEYx BNAW ME) PRESSURE QUICK POINT OF Yxmwr uar REDUCING COUPLING METER CONNECTION BACKFLOW PREVENTER VALVE VALVE w moa m ua w EBB Eaaa m m gi Pm Fm WME " y-mn YOW-aur MW CUT IN DETAIL w sovE Parr a ((MPxtm F6FMUltl1 a POIR a WdErnal al19pE a SRkWME Pie �'aW"vrt"' ffflE) YNI U JUIERML 1/ sale-IFIP rWxYoyn(n[s_ \� �PAW 1Yn WP(s aFY �--aYuw � 1 l�siEW mt— , MI1E YMx w urox y — O O (G aaW IME a aMW dwa MW �r1-V1111G PAW v re. r am L�s1 PPE (mM 21ETIE DPE OIELWCTME VINE PN; 51EFW UhY ME PM: aL n TYPICAL SLEEVING DETAIL U m sa(E ��INGLOT PLANTING DETAIL PLANTING DETAIL g T (206)522-9510 F 522-8349 sv.p .M wWW.PACLarvom Approved Approved Approved Approved by._ by. by._ by.______ CITY OF RENTON Date___ Date___ __ Date___ Date___FNO .101m-4Pii,l AS MWIIED MENU CIA mx m ec Puan Ar Hart AxnE m NNa¢ME ma IYN�Qi IYIIIB• PIASIIC mX MY LOXPA y wm mal ire LUY rwE EiPMem ma OYl »� :� r WIEIPRm1E0 MW CaIECPd � • • • • • • ;'FAFI. 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MI SMET aBJM m 9]L a aBOW r1C II Pic eat m r m s X 5 N L AS IEYMFI M IM A. aWt BE AT A 4X RwFt AWLE Psc r,Xt a mm ae(W ut d IME (s m wrtn m moo MCC m ENI TME a /EL IEEInFB MiMla 10111w Fwsll mw Kuwa O TO PA: m MY (m) me m Pur El(lY4f NaaN MmEim waBls z• W 4• FmY ma iwNev': 901mr WKGINM MW IE ¢Mxl VLW 111111 mL R1F11 IM {M MC m NYY SIMPLY HVIDE1 ITA KUMMER IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: DATE: i/3/n BY: DATE: BY: DATE: BY: DATE: CAB ( STORE NO. 7252 THE AUTO SUPERSTORE LANDSCAPE & IRRIGATION DETAILS AS -BUILT R-39406411161010 L-3.0