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HomeMy WebLinkAboutzR-3657Set1 ry1 2 3 5 7 N 0 10 11 12 13 WASHINGTON STATE AUTO DEALERS ASSOCIATION HEADQUARTERS LEGAL DESCRIPTION: LOTS 6 THROUGH 16, INCLUSIVE, BLOCK 28, C. D. HILLMAN'S EARLINGTON GARDENS ADDITION TO THE CRY OF SEATTLE, DIVISION NO. 1, ACCORDING TO THE PLAT THEREOF, B RECORDED W VOLUME 17 OF PLATS, PAGE(S) 74, IN KING COUNTY, WASHINGTON. C n E F G W J VERTICAL DATUM AND BENCHMARK NOTE: THE VERTICAL DATUM USED FOR THE SUPPLEMENTAL TOPOGRAPHY SHOWN HEREON IS PER SURVEY BY WH PACIFIC, DATE 11-10-08, AS PROVIDED BY CLIENT. CITY BENCHMARK PER SURVEY BY THE FAR COMPANY, DATED JANUARY 6 — 9 OF 2006: BASIS OF BEARING: " NAVD-88 C.O.R.#1922 EL 15.400 METERS (C.O.R. AS—BUILDS APPEAR THE BASIS OF BEARING FOR THIS SURVEY IS NAD 1, AS DETERMINED FROM FIELD AND TO BE NGVD-1929)" RECORD TIES TO CITY OF RENTON CONTROL POINT NUMBERS 912 AND 1895 DEPICTED HEREON. C.O.R.#1922 IS A BRASS SURFACE DISC LOCATED ON THE WEST SIDEWALK AT THE NORTH END OF THE LEND AVE SW BRIDGE OVER 1-405. ABBREVIATIONS: ABAND ABANDON IC INTEGRAL CURB SS SANITARY SEWER AC ASBESTOS CEMENT IE INVERT ELEVATION SSCO SANITARY SEWER CLEAN OUT ACP ASPHALT CONCRETE PAVEMENT IN INCH SSMH SANITARY SEWER MANHOLE AP ANGLE POINT IRR IRRIGATION ST STREET APPROXARPROXIMATELY FINISH FLOOR ELEVATION RS STA STATION ARCH ARCHITECTURAL L LENGTH STD STANDARD ASPH ASPHALT LF LINEAR FEET SWPP STORM WATER POLLUTION FIBERROPTIC C6.07 LT LEFT 1UTILITYME PREVENTION AAS AAVENUBLY GRATE SSSPppECIFCATIONS ELEVATION MAX MAXIMUM T TELEPHONE BLDG BUILDING MDD MAXIMUM DRY DENSITY TC TOP OF CURB BLVD BOULEVARD MEP MECHANICAL, ELECTRICAL, PLUMBING TESC TEMPORARY EROSION & 8V BUTTERFLY VALVE MH MANHOLE SEDIMENT CONTROL MIN MINIMUM - TP TOP OF PAVEMENT 86C( L CENTERLINE MISC MISCELLANEOUS TRANS TRANSITION CATCH BASIN MJ MECHANICAL JOINT TYP TYPICAL CCP CEMENT CONCRETE PAVEMENT MON MONUMENT CG CURB AND GUTTER UG UNDER GROUND C NC UP UTILITY POLE CL CC IRON NOORICHU CMP CORRUGATED METAL PIPE NIC NOT IN CONTRACT V VALVE GO CLEAN OUT NTS NOT TO SCALE VAC VACUUM COMP COMPACTED VAP VERTICAL ANGLE POINT CONC CONCRETE O.C. ON CENTER VC VERTICAL CURB CPEP CORRUGATED POLYETHYLENE PIPE OFF OFFSET VERT VERTICAL CR CROWN VPI VERTICAL POINT OF INTERSECTION CSTC CRUSHED SURFACING TOP COURSE PC POINT OF CURVE CF CUBIC FEET PED PEDESTRIAN Wy, WEST CY CUBIC YARD PE POLY ETHYLENE WITH PI POINT OF INTERSECTION YIVYry WATER VALVE D DRAIN PL PROPERTY UNE WO WORK ORDER DIA DIUAMETTEERIRON PROP PROPOSED DSS DRDOWWNSAPYOUT PRESSUREVALVE PTS OF TANGENT VINYLCHLORIDE E EAST PVC POINT VECRTICALD EA EACH PN POINT OF VERTICAL INTERSECTION EC EXTRUDED CURB PVMT PAVEMENT EL ELEVATION PVT POINT OF VERTICAL TANGENT E EEROSION WASHINGTON STATE AUTO DEALERS ASSOCIATION BORA 16000 CHRISTENSEN RD. #150 g SEDIMENT CONTROL RL RROOOIFF LEADER EXC EXCAVATION RR RAILROAD EXIST EXISTING RW RIGHT—OF—WAY EICRA 21062106 PACIFIC AVENUE, SUITE 300 Z RCP REINFORCED CONCRETE PIPE FD FOOTING DRAIN RJ RESTRAINED JOINT EMAIL, ssturza0bcraengineering.com FINISH FLOOR ELEVATION RS RESILIENT SEATED F L FLOW LINE RT RIGHT C6.02 FIRE HYDRANT C6.03 STORM DRAINAGE DETAILS FL NT s SOUTH FO FIBERROPTIC C6.07 RHINFT C6.08 1UTILITYME SO SPECS ARE E GE GRATE SSSPppECIFCATIONS ELEVATION WD S VENEFDALRRE AINING WALL GRVL GRAVEL N m 0 GV GAS VALVE U)co H HEIGHT C) z W HORIZ HORIZONTAL VICINITY MAP NTS A PORTION OF SW 4, NW j SEC. 19, TWP. 23 N., RGE. 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON N- 40 20 0 iLj 15 0. U mmWam3w 00w I I 40 PROJECT TEAM CONTACTS EXISTING BUILDING OWNER SURVEYOR WASHINGTON STATE AUTO DEALERS ASSOCIATION BORA 16000 CHRISTENSEN RD. #150 2106 PACIFIC AVENUE, SUITE 300 TUKWILA, WA 98188 TACOMA, WA 98402 206) 433-6300 253) 627-4367 CONTACT: VICKI SANCHEZ N 253) 627-4367 W CIVIL ENGINEER J EICRA 21062106 PACIFIC AVENUE, SUITE 300 Z TACOMA, WA 98402 W 253) 627-4367 7457 So. MADISON STREET Va TACOMA, WA 98409 EMAIL, ssturza0bcraengineering.com 253) 284-0402 C5.01 U APPLICANT m 2 C6.01 SITE AND SURFACING DETAILS C6.02 SITE AND SURFACING DETAILS C6.03 STORM DRAINAGE DETAILS I I 40 PROJECT TEAM CONTACTS EXISTING BUILDING OWNER SURVEYOR WASHINGTON STATE AUTO DEALERS ASSOCIATION BORA 16000 CHRISTENSEN RD. #150 2106 PACIFIC AVENUE, SUITE 300 TUKWILA, WA 98188 TACOMA, WA 98402 206) 433-6300 253) 627-4367 CONTACT: VICKI SANCHEZ CONTACT: DAVE ICENHOWER 253) 627-4367 EMAIL dicenhowerObcmengineedng.com CIVIL ENGINEER STORM DRAINAGE EICRA 21062106 PACIFIC AVENUE, SUITE 300 EROSION CONTROL SUPERVISOR TACOMA, WA 98402 MOUNTAIN CONSTRUCTION INC. 253) 627-4367 7457 So. MADISON STREET CONTACT: SIEVE STURZA TACOMA, WA 98409 EMAIL, ssturza0bcraengineering.com 253) 284-0402 C5.01 CONTACT: JEFF STROUD APPLICANT EMAIL JEFFOMOUNTAINCONST.COM UTILITY FIELD CONTACTS NATURAL GAS DOMESTIC WATER PUGET SOUND ENERGY CITY OF RENTON 355 110TH AVENUE NE RENTON CRY HALL BELLEVUE, WA 98004 1055 S. GRADY WAY 253) 476-6420 RENTON, WA 98057 RENTON CITY HALT. 425) 430-6400 253) 627-4367 GREG ZIMMERMAN POWER STORM DRAINAGE PUGET SOUND ENERGY CITY OF RENTON 355 110TH AVENUE NE RENTON CITY HALL BELLEVUE, WA 98004 1055 S. GRADY WAY 253) 476-6420 RENTON, WA 98057 C5.00 425) 430-6400 C5.01 GREG ZIMMERMAN Ell INDEX SANITARY SEWER CABLE 2106 PACIFIC AVENUE, SUITE 300 COVER SHEET CITY OF RENTON COMCAST TACOMA, WA 98402 CESCL (TO BE UPDATED WHEN CONSTRUCTION BEGINS) RENTON CITY HALT. 866) 937-9201 253) 627-4367 STEVEN STURZA 1055 S. GRADY WAY HORIZONTAL CONTROL PLAN CONTACT: MAT BERGMAN IDI 4141015 RENTON, WA 98057 GRADING PLAN EMAIL, mbergmanObcmdesign.com 253) 627-4367 425) 430-6400 STORM DRAINAGE PROFILES I Date Plotted: 4/18/2013 12:44:26 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A1.00 — WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\11477C000 By: ---- GREG ZIMMERMAN TELEPHONE CENTURY LINK 800) 350-1044 CITY OF RENTON by: j Date: by: ROLM T by:C,i Date: 4101113 u e Date: SHEET INDEX SHEET NUMBER SHEET TITLE CO.00 COVER SHEET 1 OF 1 TOPOGRAPHIC SURVEY — 11.28.2012 (FOR REFERENCE ONLY) 1 OF 1 TOPOGRAPHIC SURVEY 08.22.2012 (FOR RBTERE14CE ONLY) CLOD DEMOLITION AND TESC PLAN C2.00 SITE PIAN C2.01 HORIZONTAL CONTROL PLAN C2.02 STREET PIAN C3.00 GRADING PLAN C4.00 STORM DRAINAGE PLAN C4.01 STORM DRAINAGE PROFILES C5.00 WATER AND SIDESEWER PLAN C5.01 DRY UTILITY PLAN C6.00 TESC DETAILS C6.01 SITE AND SURFACING DETAILS C6.02 SITE AND SURFACING DETAILS C6.03 STORM DRAINAGE DETAILS C6.04 STORM DRAINAGE DETAILS C6.05 STORM DRAINAGE DETAILS C6.06 STORM DRAINAGE DETAILS C6.07 UTILITY DETAILS C6.08 1UTILITYME C6.09 IJTILTY DETAILS R-365123 kG 2-365--7,)3 lei Know whars below. Cal l before voa I CD'. 12- 365701 DMWN: JMUJFR DESIGNED: UC/JFR REVIEWED: JJG DATE 10.05.12 3CRAN0, J CARD FILE: 1147T0000.DWG Q w LLI 0 Q D LijQ ZZ'< 003 H^• 0 83 aQ ZV Q N m 0 3 U)co C) z W DMWN: JMUJFR DESIGNED: UC/JFR REVIEWED: JJG DATE 10.05.12 3CRAN0, 114n CARD FILE: 1147T0000.DWG SHEETTITLE COVER SHEET BCRA 7 M2 SHEET C0.00 PERMIT SET t t n 1-1 C 1 I 2 I 3 I 4 I 5 I 6 I 7 1 8 I 9 1 10 1 11 12 1 13 I 14 WH PACIFIC (C.O.R.): N: 174493.52 N 17 49,3-525 E 1296648.12 1 296,f;48 "$ENTON CONTROL POINT NO. 912 _ 9C6A _ (NOT VISITED THIS SURVEY) N: 1296648.12 E: 1744- ' 4) REF av 155.00' r t Gt;Ru `` `' I - __-""- 0 ' ( W PACIFIC)-- _ _-_ -'- - __- '" ,,: ,,,;?TEt r '_ - • I o, c _ 1a'w i a5% - - _ - - ? _ _ --=r-' / - - 'moi I WH PACIFIC: It 474257.96DBRASSDISK rnaaGu ° - 9a• \, I w CF.,E,E WLL MONUMENT IN - I- z JULY 2,, 17Al2 - E 17343355 - = 5 /P\ ' c r v P ER r NG IPAKI 1 j43-2 I .ia' " ""r ' z w REa 15 of UI n - 1 ociU N-7,2g'13 g40 0077435 ^ 1 J , 61f - uMtTs Y N z, G nn / i',eT_ _ - SETBACK 2 o NE .()T .•sure L- 24.6 , N D SDN RUM. 24.6 `'•. ` '`. - -.l- ! `` e. E G WEST GR _ 12" , o;tf3I 62 SGU H G. 3" q s . Iia '' INNF; ARC``077 § Fc I i j/ n I c'1 06' CLEAR VISION AREA PHALT IN POOR__ r, SEE SURVEYOR'S NOTE NO. 6 1 ^.o' ;4 \, CONDI ON- EY CONCRETE WALK I I ILIRIM 20,11 M'ASSNWi BL O 005 I RiM 20.2 T - - sFx I.E. 9.4- / I I CB I I E RIM. 16.01CMP (S) I ( E) II '•. : - w 1 6 I^;J- _- I 1 I I - IF. 15.9 12' CMP (w). CA 1 e EQUIPMENT AND N % = - i_ -; y- I /. LL W r,1 UPPUES STO ED-1. ^ W I Q _ C ,-THIS R I I ' - "_ - _ t : l ` GB I I `3 l/ III W I 20, ICt) J\-r 6- o' I / -// LF2Ce 11rti :C'F3?"` ry 1 IyRIM: 20.0 IO2C7 _, `r 7S I IE 16.2 12' CMPIW/RISER (N) Q N O > ,: - -% `" ' m IE 16.3 CMP (S) 30 i0. _ `.9 i7L J +:e I I'.:: ... 7.6S`500 !'1 `503 CB I E I r• I HUB11-- w I ' - FTM;. _ z I I I 23 i Q pR jj c 2( I,i" ,. 190 np RIM: 19.4 I GB EXISTING BUILDING - I 1. 22 BLOCpKj' .GTO LE RIM: 22.0 Ay! 1 A.lb f' ` _ I IE: 17.7 8' CMP /RISER (W) I 20 I n ` S 1' - - ti . " RENTON CONTROL POINT NO. 1895 IE 17.8 24° CMf(N) I I M,tl = . .I " (NOT VISITED THIS SURVEY) 19 T1 ILL IT % - WH PACIFIC (C.O.R.): I! I IE 17.7 24° CMO (S) n I L YP. 74 N: 173166.816 1 j L. 17 - - _ _ -o E '- E 1296615.730 1 I I T IR=365724 EF 7) 546.104611 H N 0 10 20 30 1'= 20 ' POINT TABLE POINT # ELEVATION NORTHING EASTING 500 21.0 1296249.54 173424.18 503 25.2 1296249.20 173602.09 509 25.7 1296268.66 173710.33 510 20.2 1296293.48 173760.89 577.28J3„W 20'- BASIS OF BEARINGS: BOUNDARY NOTE: EASEMENTS NOTE: PER SURVEY BY WH PACIFIC, DATE 11-10-08, AS PROVIDED BY THE BOUNDARY SHOWN HEREON IS PER SURVEY BY WH PACIFIC, DATE BCRA DID NOT CONDUCT ANY RESEARCH REGARDING POTENTIAL EASEMENTS ON THIS SITE, AND BCRA WAS NOT PROVIDEDCLIENT. 11-10-08, AS PROVIDED BY CLIENT. BCRA HAS NOT VERIFIED THE WITH A TITLE REPORT. - CORRECTNESS OF THIS BOUNDARY. VERTICAL DATUM AND BENCHMARK NOTE: THE VERTICAL DATUM USED FOR THE SUPPLEMENTAL TOPOGRAPHY SHOWN HEREON IS PER SURVEY BY WH PACIFIC, DATE 11-10-08, AS PROVIDED BY CLIENT. CITY BENCHMARK PER SURVEY BY THE FAR COMPANY, DATED JANUARY 6 - 9 OF 2006: NAVD-88 C.O.R.#1922 EL 15.400 METERS (C.O.R. AS -BUILDS APPEAR TO BE NGVD-1929)' Date Plotted: 8/22/2012 9:36:39 AM Filename: \\DATA.BCRACOM\X\PROJECTS\CIVIL\11000\11477.A1.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\OTHER CONSULTANTS\BCRA SURVEY\11477V-SURV By: ---- PORTION OF SURVEY PERFORMED BY BCRA: ALL OF THE DARK FEATURES SHOWN HEREON, (WITH THE EXCEPTION OF THE BOUNDARY) WERE MEASURED IN THE FIELD BY BCRA ON JULY 21, 2012. SOME ELEVATION CONTOURS DO NOT MATCH WITH THE PREVIOUS SURVEY WHERE THE LARGE PILE OF DIRT, STUMPS AND BRUSH° HAS CHANGED SINCE THE TIME OF THAT SURVEY. NOTE ON SURVEY BY WH PACIFIC, DATED 11-104: TOPO 'QUALIFIER' NOTE: THE TOPOGRAPHIC INFORMATION DEPICTED HEREON IS A COMPILATION OF FIELD WORK PERFORMED BY THE FAR COMPANY ON JANUARY 6 - 9 OF 2006, WITH MINIMAL VERIFICATION BY WHP ON JANUARY 7 - 8 OF 2008 AND SUPPLEMENTAL DETAIL ROUGHLY. LOCATED IN FIELD BY JMB ON JAN. 15, 2008. THE BOUNDARY DEPICTED HEREON IS BASED ON WHIP ALTA SURVEY DRAWING: °35196-SURV-AS0I.DWG' DATED JANUARY 16, 2008. 4(G 2 -3 6 572-a 1U R-36 S /G/p.- PROPERTY/BOUNDARY UNE DMGW0c. BUILDING FOOTPRINT ASPHALT PAVEMENT It CEMENT CONCRETE PAVEMENT Ba w. BLOCK WALL CEMENT CONCRETE CURB FENCE 30 MAJOR CONTOUR 26 MINOR CONTOUR D STORM DRAIN UNE CATCH BASIN TYPE 1 O CATCH BASIN TYPE 2 FOUND REBAR & CAP 1U R-36 S /G/p.- GwLm me DMGW0c. REVIEWEV. ON It T M2 Ba w. tun MGGrnc. W J 0 0 W Q 003 0ULu O Q cl) o rn O z L Q m zx GwLm me DMGW0c. REVIEWEV. ON MM T M2 Ba w. tun MGGrnc. 114]N311 AW SURVEY 1 OF 1 t t 0 zno y.10zO- 1 n z yTym Oopyw0 v as ma 1 N 7 El R M. 7 0 A PORTION OF SW d, NW d SEC. 19, TWP. 23 N., RGE. 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 0 10 11 12 LEGEND 13 14 PROPERTY/BOUNDARY LITE REMOVE EXISTING ASPHALT PAVEMENT REMOVE EXISTING7NT CONCRETE PAVEMENT REMOVE EXISTING GRIND EXISTING ASPHALTREMOVEEXISTING•: REMOVEEXISTING 15 E F H J r JJ hhA\a 6 r'° ``"- i r` 7. INSTALL PERMANENT STORM DRAINAGE STRUCTURES, UTILHES, ADDRESSED WITHIN SEVEN (7) DAYS. _ yFie K AND CURBS. 11. THE ESC FACILHES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM l t 8. PROVIDE INLET PROTECTION FOR NEW STORM STRUCTURES. OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. Q N 4 _ `• RC' .-a 9. CONSTRUCT BUILDING Z oPPj : ,. ' 10. PERFORM FINE GRADING AND PAVING 12. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE M "' \ --.t.< C:F sZ :, 11. PERMANENT SEEDING OF REMAINING DISTURBED AREAS WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED F8i'; I I ! i ' C 3 j- ; ... 12. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER U O F 3 Y t -} 5 } . MEASURES AND STABILIZE LOCATION OF MEASURES. INTO THE DOWNSTREAM SYSTEM. O Q (n N pEXISTINGagypq s i t 'ty . EXIS S INe. L?t.dll-idINL7 I.; - .s'"'+ i\.:_S - , „ T 5 '1 k -i 13. DURING THE TIME PERIOD OF OCTOBER 15f THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED w > r - DEMOLITION NOTES: SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL a > Q i I SHEET NOTES: BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 1. CLEARING LIMITS ARE SHOWN ON THE PLAN. WHERE LIMITS 1 EXISTING TELEPHONE VAULT TO BE PRESERVED AND PROTECTED. SILTATION FENCE. ADJUST AS NECESSARY TO PROVIDE e 24 5 oftnwN: JuwFft I 14. ANY PERMANENT RETENTION DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SWILLQ15 4 O39'x25'x3.5' SEDIMENT TRAP PER DETAIL C , ARE NOT SHOWN, THE PARCEL BOUNDARY OR THE SILT / O SEDIMENTATION PROTECTION AND TO ACCOMMODATE GRADING 0600 6 FENCE SHALL BE THE CLEARING LIMITS. BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROTIDE °ES,GNE°: KJCIJFft O EXISTING FIRE HYDRANT TO BE PRESERVED AND PROTECTED. ACTMTIES DURING CONSTRUCTION. 25 INTERCEPTOR DITCH. a ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN ftEwEwEo: JJGC6.00 2. CONTRACTOR TO OBTAIN DEMOLITION PERMITS FROM PUGET INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM I 3O EXISTING ROAD SIGNAGE TO BE PRESERVED AND PROTECTED. 16 CONSTRUCTION ENTRANCE. Cfi00 26 PROVIDE TEMPORARY CULVERT UNDER CONSTRUCTION EXIT. SOUND CLEAN AIR AGENCY. AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILIIY. once ,o.os.,z I 4 PROVIDE CATCH BASIN INLET PROTECTION FOR EXISTING e 7 REMOVE EXISTING SIDEWALK TO NEAREST 3. ALL EXISTING ASPHALT TO BE DEMOLISHED ADJACENT TO NEW 15. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE Ecnn No. 11en 4 1 17 REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. STRUCTURES AND FOR NEW STORM STRUCTURES AS THEY ARE 0600 EXPANSION/CONTRACTION JOINT. ESC SUPERVISOR: CESCL ASPHALT AND SHALL BE COMPLETED WITH A SAW CUT NEAT DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET °"°°Tae 11n'C'oa°wG CONSTRUCTED. UNIFORM EDGE. SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE MEAS TO REMAIN I' I CONTRACTOR TRAILER & LAYDOWN MEA ADJUST LOCATION AS (TO BE UPDATED WHEN sNEEr rr,tE 18 UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. O PROPOSED STORM SYSTEM (SHOWN FOR REFERENCE). NECESSARY TO ACCOMMODATE FINAL PAVING. MOUNTAIN CONSTRUCTION INC. CONSTRUCTION BEGINS) 4• STRIP ALL EXISTING VEGETATION AND TOPSOIL WHERE GRADING 7457 So. MADISON STREET STEVEN 5TURZA WORK IS TO OCCUR. 16. ADDHONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE DEMOLITION ANDI ©STORM STRUCTURE WITH SOLID UD. NO INLET PROTECTION 19 APPROXIMATE LOCATION OF ROLL -OFF LABELED AND COVERED TACOMA, WA 98409 IDS 4141015 CITY OF RENTOR INSPECTOR. REQUIRED. WASTE RECEPTACLES AND RECYCLE BINS. 5. REFER TO LANDSCAPE PLM FOR PERMANENT STABIUZATIONI (253) 284 0402 (253) 627-4367 TESC PLANfMEASURES. WET SEASON REQUIREMENTS: 1 CONTACT: JEFF STROUD j 7O PROTECT EXISTING SIDEWALK. 20 PROVIDE FUEUNG AREA STOCKED WITH DRIP PANS, OIL EMAIL JEFf9M0UNTAINCONST.COM ABSORBENT PADS, AND PLASTIC SHEETING. A 12' HIGH BERM 1. WINTER EROSION CONTROL IS NOW IN EFFECT. O PROTECT EXISTING BUILDING. SHALL BE CONSTRUCTED AROUND THE FUELING AREA TO CITY 0 RENTON PREVENT STORM WATER FROM LEAVING THE AREA. 2. FROM OCTOBER 1ST THROUGH APRIL 30TH, NO O9 PROTECT EXISTING SIDEWALK AND WALL ON ADJACENT SOILS SHALL BE EXPOSED FOR MORE THAN TWO PROPERTY. CONCRET WASHOUT PIT, WTN 3' DEEP 10'X10' BOTTOM MEA Approved by: Date: ``h CONSECNiIVE WORKING DAYS. THIS TWO-DAY 21 REQUIREMENT MAY BE APPLIED AT OTHER TIMES OF _ LINED WITH IMPERVIOUS PLASTIC LINER AS NECESSARY. THE YEAR IF STORM EVENTS WARRANT MORECLEARANDGRUBEXISTINGVEGETATIONWTNINCLEARINGLIMES. R=365725 MEASURES. sNEEr „ 11 PROTEXT EXISTING BUS STOP STRUCTURE AND SIGNAGE. O CONTRACTOR TO FIELD VERIFY EXISTING ASPHALT PAVEMENT Approved b : Date: BECTON MATCHES HEAVY DUN yASPHALTSECTION. IF ASPHALT 3. EXPOSED SOILS SHALL BE STABILIZED AT THE END TARGE PILE OF DIRT, STUMPS, AND BRUSH TO BE ADJUSTED PAVEMENT SECTION DOES NOT MATCH HEAVY DUN ASPHALT OF THE WORKDAY PRIOR TO A WEEKEND, HOUDAY, 12 AS NECESSARY FOR PROPOSE IMPROVEMENTS. SECTION, CONTRACTOR SHALL CONSULT GEOTECHNICAL ENGINEER OR PREDICTED RAIN EVENT. w 00FOROVERLAY/NEW SECTION RECOMMENDATIONS. Approved by: Date: 4. WEEKLY MAINTENANCE REPORT IS REQUIRED TO BE (`• 13 PROTECT EXISTING LIGHT POLE 23 COORDINATE REMOVAL OF ADJACENT PROPERI I S GATE AND SUBMITTED TO RDSD. Know whar8 below V APPROXIMATE CLEARING LIMITS. ALL GRADING AND DEMOLHON EQUIPTMENT/SUPPLES FROM ALLEY RIGHT OF WAY. PERMIT SET14WORKSHALLOCCURWITHINTHELIMITSOFCONSTRUCTIONLINE. Approved by: Date: I Call before you dig. Date Plotted: 4/18/2013 12:10:33 PM Rename: X:\PROJECTS\CIVIL\11000\11477.A1.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\11477C100 By: ---- 2- 3 __7 a C II - 6 703 t t All' C5 1 0o yo PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TME OR FENCING IN'I-'r'%'r' 9 Q THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE p why oAC 0 WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION o 0 0 I%^Z PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING a Al LIMITS SHALL BE MAINTAINED BY THE APPUCANT/ESC SUPERVISOR FOR THE DURATION OF E= CONSTRUCTION. yo 25`;- 3. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF n CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, F.,." 4 N ARF SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENS RE 3, ARA: _'ARA 'C T N0. 6 OCCUR FOR THE DURATION OF THE PROJECT. X14 F wN Cp r 11 « 4. 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-SffE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO 9s 10 $ b EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTE AL 5. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE OONDRIONS. AS I r CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILLli 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 w 25 PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO J PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, QTOPROTECTADJACENTPROPERTIESANDWATERQUALITYOFTHERECEIVINGDRAINAGESYSTEM. i n P 6. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT 0 15 xr CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, wI _ RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. ice'•`' i ODISTURBEDFORTWODAYSDURINGTHEWETSEASON (OCTOBER IST TROUGH MARCH 30TH) OR r y SEVEN DAYS DURING THE DRY SEASON (APRIL IST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G.. SEEDING, MULCHING, i l 8• WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL 30 INCLUSIVE, 1. INSTALL CONSTRUCTION ENTRANCE Aa 2. INSTALL SILT FENCE OTHERWISE APPROVED BY THE CIN THROUGH AN ADJUSTMENT PROCESS. Q 3. PROVIDE INLET PROTECTION FOR EXISTING STORM STRUCTURES 9• COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE 7:' I 404 WATER DESIGN MANUAL Z5. PERFORM ROUGH GRADING 1 I 6. TEMPORARY SEEDING AS REQUIRED 10. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE O t r A I 22 r'° ``"- i r` 7. INSTALL PERMANENT STORM DRAINAGE STRUCTURES, UTILHES, ADDRESSED WITHIN SEVEN (7) DAYS. _ yFie K AND CURBS. 11. THE ESC FACILHES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM l t 8. PROVIDE INLET PROTECTION FOR NEW STORM STRUCTURES. OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. Q N 4 _ `• RC' .-a 9. CONSTRUCT BUILDING Z oPPj : ,. ' 10. PERFORM FINE GRADING AND PAVING 12. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE M "' \ --.t.< C:F sZ :, 11. PERMANENT SEEDING OF REMAINING DISTURBED AREAS WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED F8i'; I I ! i ' C 3 j- ; ... 12. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER U O F 3 Y t -} 5 } . MEASURES AND STABILIZE LOCATION OF MEASURES. INTO THE DOWNSTREAM SYSTEM. O Q (n N pEXISTINGagypq s i t 'ty . EXIS S INe. L?t.dll-idINL7 I.; - .s'"'+ i\.:_S - , „ T 5 '1 k -i 13. DURING THE TIME PERIOD OF OCTOBER 15f THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED w > r - DEMOLITION NOTES: SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL a > Q i I SHEET NOTES: BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 1. CLEARING LIMITS ARE SHOWN ON THE PLAN. WHERE LIMITS 1 EXISTING TELEPHONE VAULT TO BE PRESERVED AND PROTECTED. SILTATION FENCE. ADJUST AS NECESSARY TO PROVIDE e 24 5 oftnwN: JuwFft I 14. ANY PERMANENT RETENTION DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SWILLQ15 4 O39'x25'x3.5' SEDIMENT TRAP PER DETAIL C , ARE NOT SHOWN, THE PARCEL BOUNDARY OR THE SILT / O SEDIMENTATION PROTECTION AND TO ACCOMMODATE GRADING 0600 6 FENCE SHALL BE THE CLEARING LIMITS. BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROTIDE °ES,GNE°: KJCIJFft O EXISTING FIRE HYDRANT TO BE PRESERVED AND PROTECTED. ACTMTIES DURING CONSTRUCTION. 25 INTERCEPTOR DITCH. a ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN ftEwEwEo: JJGC6.00 2. CONTRACTOR TO OBTAIN DEMOLITION PERMITS FROM PUGET INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM I 3O EXISTING ROAD SIGNAGE TO BE PRESERVED AND PROTECTED. 16 CONSTRUCTION ENTRANCE. Cfi00 26 PROVIDE TEMPORARY CULVERT UNDER CONSTRUCTION EXIT. SOUND CLEAN AIR AGENCY. AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILIIY. once ,o.os.,z I 4 PROVIDE CATCH BASIN INLET PROTECTION FOR EXISTING e 7 REMOVE EXISTING SIDEWALK TO NEAREST 3. ALL EXISTING ASPHALT TO BE DEMOLISHED ADJACENT TO NEW 15. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE Ecnn No. 11en 4 1 17 REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. STRUCTURES AND FOR NEW STORM STRUCTURES AS THEY ARE 0600 EXPANSION/CONTRACTION JOINT. ESC SUPERVISOR: CESCL ASPHALT AND SHALL BE COMPLETED WITH A SAW CUT NEAT DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET °"°°Tae 11n'C'oa°wG CONSTRUCTED. UNIFORM EDGE. SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE MEAS TO REMAIN I' I CONTRACTOR TRAILER & LAYDOWN MEA ADJUST LOCATION AS (TO BE UPDATED WHEN sNEEr rr,tE 18 UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. O PROPOSED STORM SYSTEM (SHOWN FOR REFERENCE). NECESSARY TO ACCOMMODATE FINAL PAVING. MOUNTAIN CONSTRUCTION INC. CONSTRUCTION BEGINS) 4• STRIP ALL EXISTING VEGETATION AND TOPSOIL WHERE GRADING 7457 So. MADISON STREET STEVEN 5TURZA WORK IS TO OCCUR. 16. ADDHONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE DEMOLITION ANDI ©STORM STRUCTURE WITH SOLID UD. NO INLET PROTECTION 19 APPROXIMATE LOCATION OF ROLL -OFF LABELED AND COVERED TACOMA, WA 98409 IDS 4141015 CITY OF RENTOR INSPECTOR. REQUIRED. WASTE RECEPTACLES AND RECYCLE BINS. 5. REFER TO LANDSCAPE PLM FOR PERMANENT STABIUZATIONI (253) 284 0402 (253) 627-4367 TESC PLANfMEASURES. WET SEASON REQUIREMENTS: 1 CONTACT: JEFF STROUD j 7O PROTECT EXISTING SIDEWALK. 20 PROVIDE FUEUNG AREA STOCKED WITH DRIP PANS, OIL EMAIL JEFf9M0UNTAINCONST.COM ABSORBENT PADS, AND PLASTIC SHEETING. A 12' HIGH BERM 1. WINTER EROSION CONTROL IS NOW IN EFFECT. O PROTECT EXISTING BUILDING. SHALL BE CONSTRUCTED AROUND THE FUELING AREA TO CITY 0 RENTON PREVENT STORM WATER FROM LEAVING THE AREA. 2. FROM OCTOBER 1ST THROUGH APRIL 30TH, NO O9 PROTECT EXISTING SIDEWALK AND WALL ON ADJACENT SOILS SHALL BE EXPOSED FOR MORE THAN TWO PROPERTY. CONCRET WASHOUT PIT, WTN 3' DEEP 10'X10' BOTTOM MEA Approved by: Date: ``h CONSECNiIVE WORKING DAYS. THIS TWO-DAY 21 REQUIREMENT MAY BE APPLIED AT OTHER TIMES OF _ LINED WITH IMPERVIOUS PLASTIC LINER AS NECESSARY. THE YEAR IF STORM EVENTS WARRANT MORECLEARANDGRUBEXISTINGVEGETATIONWTNINCLEARINGLIMES. R=365725 MEASURES. sNEEr „ 11 PROTEXT EXISTING BUS STOP STRUCTURE AND SIGNAGE. O CONTRACTOR TO FIELD VERIFY EXISTING ASPHALT PAVEMENT Approved b : Date: BECTON MATCHES HEAVY DUN yASPHALTSECTION. IF ASPHALT 3. EXPOSED SOILS SHALL BE STABILIZED AT THE END TARGE PILE OF DIRT, STUMPS, AND BRUSH TO BE ADJUSTED PAVEMENT SECTION DOES NOT MATCH HEAVY DUN ASPHALT OF THE WORKDAY PRIOR TO A WEEKEND, HOUDAY, 12 AS NECESSARY FOR PROPOSE IMPROVEMENTS. SECTION, CONTRACTOR SHALL CONSULT GEOTECHNICAL ENGINEER OR PREDICTED RAIN EVENT. w 00FOROVERLAY/NEW SECTION RECOMMENDATIONS. Approved by: Date: 4. WEEKLY MAINTENANCE REPORT IS REQUIRED TO BE (`• 13 PROTECT EXISTING LIGHT POLE 23 COORDINATE REMOVAL OF ADJACENT PROPERI I S GATE AND SUBMITTED TO RDSD. Know whar8 below V APPROXIMATE CLEARING LIMITS. ALL GRADING AND DEMOLHON EQUIPTMENT/SUPPLES FROM ALLEY RIGHT OF WAY. PERMIT SET14WORKSHALLOCCURWITHINTHELIMITSOFCONSTRUCTIONLINE. Approved by: Date: I Call before you dig. Date Plotted: 4/18/2013 12:10:33 PM Rename: X:\PROJECTS\CIVIL\11000\11477.A1.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\11477C100 By: ---- 2- 3 __7 a C II - 6 703 t t 2. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS 1 0o yo PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TME OR FENCING IN'I-'r'%'r' 9 Q THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE p why oAC 0 WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION o 0 0 PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING a Al LIMITS SHALL BE MAINTAINED BY THE APPUCANT/ESC SUPERVISOR FOR THE DURATION OF E= CONSTRUCTION. yo 25`;- 3. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF n CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENS RE s THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. X14 F wN Cp r 11 « 4. 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-SffE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO 9s 10 $ b EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTE AL 5. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE OONDRIONS. AS I r CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILLli 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 w PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO J PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, QTOPROTECTADJACENTPROPERTIESANDWATERQUALITYOFTHERECEIVINGDRAINAGESYSTEM. n P 6. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT 0 15 xr CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, wI _ RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. ice'•`' 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE ODISTURBEDFORTWODAYSDURINGTHEWETSEASON (OCTOBER IST TROUGH MARCH 30TH) OR Q SEVEN DAYS DURING THE DRY SEASON (APRIL IST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G.. SEEDING, MULCHING, CONSTRUCTION SEQUENCE PLASTIC COVERING, ETC.). W 8• WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL 30 INCLUSIVE, 1. INSTALL CONSTRUCTION ENTRANCE CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH UNLESS 2. INSTALL SILT FENCE OTHERWISE APPROVED BY THE CIN THROUGH AN ADJUSTMENT PROCESS. Q 3. PROVIDE INLET PROTECTION FOR EXISTING STORM STRUCTURES 9• COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE n 4. SITE CLEARING, GRUBBING, AND DEMOLITION WATER DESIGN MANUAL Z5. PERFORM ROUGH GRADING Z 6. TEMPORARY SEEDING AS REQUIRED 10. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE Or'° ``"- i r` 7. INSTALL PERMANENT STORM DRAINAGE STRUCTURES, UTILHES, ADDRESSED WITHIN SEVEN (7) DAYS. _ yFie K AND CURBS. 11. THE ESC FACILHES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM l t 8. PROVIDE INLET PROTECTION FOR NEW STORM STRUCTURES. OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. Q N 4 _ `• RC' .-a 9. CONSTRUCT BUILDING Z oPPj : ,. ' 10. PERFORM FINE GRADING AND PAVING 12. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE M "' \ --.t.< C:F sZ :, 11. PERMANENT SEEDING OF REMAINING DISTURBED AREAS WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED F8i'; I I ! i ' C 3 j- ; ... 12. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER U O F 3 Y t -} 5 } . MEASURES AND STABILIZE LOCATION OF MEASURES. INTO THE DOWNSTREAM SYSTEM. O Q (n N pEXISTINGagypq s i t 'ty . EXIS S INe. L?t.dll-idINL7 I.; - .s'"'+ i\.:_S - , „ T 5 '1 k -i 13. DURING THE TIME PERIOD OF OCTOBER 15f THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED w > r - DEMOLITION NOTES: SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL a > Q i I SHEET NOTES: BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 1. CLEARING LIMITS ARE SHOWN ON THE PLAN. WHERE LIMITS 1 EXISTING TELEPHONE VAULT TO BE PRESERVED AND PROTECTED. SILTATION FENCE. ADJUST AS NECESSARY TO PROVIDE e 24 5 oftnwN: JuwFft I 14. ANY PERMANENT RETENTION DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SWILLQ15 4 O39'x25'x3.5' SEDIMENT TRAP PER DETAIL C , ARE NOT SHOWN, THE PARCEL BOUNDARY OR THE SILT / O SEDIMENTATION PROTECTION AND TO ACCOMMODATE GRADING 0600 6 FENCE SHALL BE THE CLEARING LIMITS. BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROTIDE °ES,GNE°: KJCIJFft O EXISTING FIRE HYDRANT TO BE PRESERVED AND PROTECTED. ACTMTIES DURING CONSTRUCTION. 25 INTERCEPTOR DITCH. a ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN ftEwEwEo: JJGC6.00 2. CONTRACTOR TO OBTAIN DEMOLITION PERMITS FROM PUGET INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM I 3O EXISTING ROAD SIGNAGE TO BE PRESERVED AND PROTECTED. 16 CONSTRUCTION ENTRANCE. Cfi00 26 PROVIDE TEMPORARY CULVERT UNDER CONSTRUCTION EXIT. SOUND CLEAN AIR AGENCY. AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILIIY. once ,o.os.,z I 4 PROVIDE CATCH BASIN INLET PROTECTION FOR EXISTING e 7 REMOVE EXISTING SIDEWALK TO NEAREST 3. ALL EXISTING ASPHALT TO BE DEMOLISHED ADJACENT TO NEW 15. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE Ecnn No. 11en 4 1 17 REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. STRUCTURES AND FOR NEW STORM STRUCTURES AS THEY ARE 0600 EXPANSION/CONTRACTION JOINT. ESC SUPERVISOR: CESCL ASPHALT AND SHALL BE COMPLETED WITH A SAW CUT NEAT DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET °"°°Tae 11n'C'oa°wG CONSTRUCTED. UNIFORM EDGE. SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE MEAS TO REMAIN I' I CONTRACTOR TRAILER & LAYDOWN MEA ADJUST LOCATION AS (TO BE UPDATED WHEN sNEEr rr,tE 18 UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. O PROPOSED STORM SYSTEM (SHOWN FOR REFERENCE). NECESSARY TO ACCOMMODATE FINAL PAVING. MOUNTAIN CONSTRUCTION INC. CONSTRUCTION BEGINS) 4• STRIP ALL EXISTING VEGETATION AND TOPSOIL WHERE GRADING 7457 So. MADISON STREET STEVEN 5TURZA WORK IS TO OCCUR. 16. ADDHONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE DEMOLITION ANDI ©STORM STRUCTURE WITH SOLID UD. NO INLET PROTECTION 19 APPROXIMATE LOCATION OF ROLL -OFF LABELED AND COVERED TACOMA, WA 98409 IDS 4141015 CITY OF RENTOR INSPECTOR. REQUIRED. WASTE RECEPTACLES AND RECYCLE BINS. 5. REFER TO LANDSCAPE PLM FOR PERMANENT STABIUZATIONI (253) 284 0402 (253) 627-4367 TESC PLANfMEASURES. WET SEASON REQUIREMENTS: 1 CONTACT: JEFF STROUD j 7O PROTECT EXISTING SIDEWALK. 20 PROVIDE FUEUNG AREA STOCKED WITH DRIP PANS, OIL EMAIL JEFf9M0UNTAINCONST.COM ABSORBENT PADS, AND PLASTIC SHEETING. A 12' HIGH BERM 1. WINTER EROSION CONTROL IS NOW IN EFFECT. O PROTECT EXISTING BUILDING. SHALL BE CONSTRUCTED AROUND THE FUELING AREA TO CITY 0 RENTON PREVENT STORM WATER FROM LEAVING THE AREA. 2. FROM OCTOBER 1ST THROUGH APRIL 30TH, NO O9 PROTECT EXISTING SIDEWALK AND WALL ON ADJACENT SOILS SHALL BE EXPOSED FOR MORE THAN TWO PROPERTY. CONCRET WASHOUT PIT, WTN 3' DEEP 10'X10' BOTTOM MEA Approved by: Date: ``h CONSECNiIVE WORKING DAYS. THIS TWO-DAY 21 REQUIREMENT MAY BE APPLIED AT OTHER TIMES OF _ LINED WITH IMPERVIOUS PLASTIC LINER AS NECESSARY. THE YEAR IF STORM EVENTS WARRANT MORECLEARANDGRUBEXISTINGVEGETATIONWTNINCLEARINGLIMES. R=365725 MEASURES. sNEEr „ 11 PROTEXT EXISTING BUS STOP STRUCTURE AND SIGNAGE. O CONTRACTOR TO FIELD VERIFY EXISTING ASPHALT PAVEMENT Approved b : Date: BECTON MATCHES HEAVY DUN yASPHALTSECTION. IF ASPHALT 3. EXPOSED SOILS SHALL BE STABILIZED AT THE END TARGE PILE OF DIRT, STUMPS, AND BRUSH TO BE ADJUSTED PAVEMENT SECTION DOES NOT MATCH HEAVY DUN ASPHALT OF THE WORKDAY PRIOR TO A WEEKEND, HOUDAY, 12 AS NECESSARY FOR PROPOSE IMPROVEMENTS. SECTION, CONTRACTOR SHALL CONSULT GEOTECHNICAL ENGINEER OR PREDICTED RAIN EVENT. w 00FOROVERLAY/NEW SECTION RECOMMENDATIONS. Approved by: Date: 4. WEEKLY MAINTENANCE REPORT IS REQUIRED TO BE (`• 13 PROTECT EXISTING LIGHT POLE 23 COORDINATE REMOVAL OF ADJACENT PROPERI I S GATE AND SUBMITTED TO RDSD. Know whar8 below V APPROXIMATE CLEARING LIMITS. ALL GRADING AND DEMOLHON EQUIPTMENT/SUPPLES FROM ALLEY RIGHT OF WAY. PERMIT SET14WORKSHALLOCCURWITHINTHELIMITSOFCONSTRUCTIONLINE. Approved by: Date: I Call before you dig. Date Plotted: 4/18/2013 12:10:33 PM Rename: X:\PROJECTS\CIVIL\11000\11477.A1.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\11477C100 By: ---- 2- 3 __7 a C II - 6 703 t t z1 0o yo jl JJ A > p why oAC 0 o D a 1 2 3 Ii 5 0 7 E:3 4 Wo 11 Approved by: Date: Approved by: Date: Date Plotted: 4/18/2013 12:10:58 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A1.00 — WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\11477C200 By 12 13 1 14 LEGEND PROPERTY/BOUNDARY UNE BUILDING FOOTPRINT 1 I; ASPHALT PAVEMENT C6.0 2 ASPHALT PAVEMENT - HEAVY DUTY C60 0 CEMENT CONCRETE PAVEMENT- ATE SIDEWALK GRASSPAVE2 10 33 C6.0 EC CURB TYPE CHANGING POINT VC IC INTEGRAL CURB 0C6.0 6 VC VERTICAL CURB C6.01 CG CURB & GLITTER C6.0 CAST -IN-PLACE CONCRETE WALL SIGN7 C6.0 ARCHITECTURAL REMOVAL BOLLARD SITE / SURFACING NOTES: 1. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT OF BUILDING, PAVING, AND UTILITY IMPROVEMENTS. 2. CONTRACTOR TO REPAIR / REPLACE ALL EXISTING FACILITIES THAT ARE DAMAGED DURING CONSTRUCTION TO PRE -CONSTRUCTION CONDITION. 3. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONING. SHEET NOTES: 15 O1 4' WIDE CONCRETE PRIVATE SIDEWALK PER DETAIL CONSTRUCTION DOES NOT 3 NEED TO COMPLY WITH PUBLIC WORKS DETAILS AND IS NOT A PART OF THIS C6.0 REVIEW. O2 ADA PARKING STALL, SIGN, AND STRIPING PER DETAIL7 8 C6.0 C6.0 O3 3 STEPS: 6" RISE; 12" TREAD. REFER TO ARCHITECTURAL PUNS FOR HANDRAILLOCATIONSANDDETAILS. O SINGLE SOLID 4' WIDE WHITE PAINT STRIPE OPROVIDE CONTRACTION JOINTS IN PRIVATE SIDEWALK AT SPACING EQUAL.TO T 8 C6.0 C6.0 SHEET Nx WIDTH OF SIDEWALK (6' MAXIMUM SPACING). CONSTRUCTION DOES NOT NEED TO x E)z COMPLY WITH PUBLIC WORKS DETAILS AND IS NOT A PART OF THIS RENEW. S H W m nqC 2 STEPS: 6" RISE; 12" TREAD. Q n> D w O 18" TALL CAST -IN-PLACE CONCRETE WALL REFER TO STRUCTURAL PIANS FOR 0DETAIL w O8 TRASH ENCLOSURE. REFER TO ARCHITECTURAL PLANS FOR DETAIL 0 OARCHITECTURAL REMOVABLE BOLLARDS. REFER TO ARCHITECTURAL PLANS FORQ HANDRAIL LOCATIONS AND DETAILS. Q 10 TAPER CURB TO TO BE FLUSH WITH CONCRETE PAVEMENT OVER 5'. W V 11 ARCHITECTURAL STAIRS. REFER TO STRUCTURAL PLANS FOR DETAILS. Q Q R-365726 C/) 2 Z Z 00EC3 G ~ I— Z 5 N U Nm 2 F3JWr Z RFz oQ a Q W O DfNwx: JMt/JFft QDESIGNED: KJGJFR Q- REVIEWED: JJG rWi vi I WT Know whars below 3' 12 3 s a Call bdore you I 657D' DATE: 10A5.12 BCMND. itOl CADD FILE: 11677C2W.DWG SHEET TITLE SITE PLAN BCM SHEET Nx C2.00 PERMIT SET 1 t Nx oC 3o E)z 1 S Hm nqC O a o n> D 0 A 9 BJ E F G H J 1 KA 3 5 2 7 10 11 12 13 MI A PORTION OF SW 1, NW j SEC. 19, TWP. 23 N., RGE. 5 E., W.M. 15 BASIS OF BEARING: CITY OF RENTON, KING COUNTY, WASHINGTON a I llF, I = 07 QC) ao vl`;II THE BASIS OF BEARING FOR THIS SURVEY IS NAD N. AS DETERMINED FROM FIELD AND W Ftl D< u, X", RECORD TIES TO CITY OF RENTON CONTROL POINT NUMBERS 912 AND 1895 DEPICTED J D O HEREON. Q W E 6 sic N: 174493 52 9 VERTICAL DATUM AND BENCHMARK NOTE: E:129664B 12 THE VERTICAL DATUM USED FOR THE SUPPLEMENTAL TOPOGRAPHY SHOWN HEREON IS PER SURVEY BY 0 WH PACIFIC, DATE 11-10-08, AS PROVIDED BY CLIENT. Q K1 1CITYPERBYTHEFARCOMPANY, DATED JANUARY 6 - 9 OF I I NANDE88 CORK 1922SEL 16.400 METERS (C.O.R. ASBUILDS APPEAR TO BE NGVD 1929)' 8: ,-,-_,.----" I STA: —0404 OFF: 14.t S* —0+I i OFF: 6.1 0+ y STA 0+33 EL OFT'. 12.14 R A t05 I i0 0 R STA: 0+14.72 ....... ri OFF: 0.50'4 r ...........o I 0+00.00 40R=36.5727fI A 0+16. I OFF: 16.02 I EXISTING BUILDING 174192.94 e E: 1298841.0641.09 CITY OF RENTON I IWIN e DatApprovedby: e: H\ NFs1 1411, I.IT T F -P. P. t> a Or L r o. 18. 1 Approved y Date: 173,166'B'6 I >,eE rj4or ro b i I 2';.: Approved by: Date:* milt) i I uj 20' Approved by: Date: Date Plotted: 4/18/2013 12:11:15 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A1.00 — WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\114770201 By: 0 s D -WN: JMILFR DESIGNED: KJGJFR REVIEWED: JJG DATE'. SOD5.14 ecRA No nen CMD FILE: 11477CM1.DWG SHEETTR HORIZONTAL CONTROL PLAN BCRA SHEET C2.01 PERMIT SET f6' R - `36 S? a7 C IJ'I R-365705 1 1 yaS 07 QC) ao z0 W y z n.1mo: C O J D O Q W m ti owW 0 Q Q Q Vi 2 Z 00 Z Z m 0 Lu0O Q n Dzo Ya U) Q N z z D -WN: JMILFR DESIGNED: KJGJFR REVIEWED: JJG DATE'. SOD5.14 ecRA No nen CMD FILE: 11477CM1.DWG SHEETTR HORIZONTAL CONTROL PLAN BCRA SHEET C2.01 PERMIT SET f6' R - `36 S? a7 C IJ'I R-365705 1 1 yaS 07 QC) ao z0yz n.1mo: C O D O a m ti 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 I 9 1 10 1 11 12 I 13 I 14 I 15 LEGEND U) aT DESIGNED: KJC/JFR PROPERTY/BOUNDARY UNE o0 BUILDING FOOTPRINT F L ASPHALT PAVEMENT I ASPHALT PAVEMENT - HEAVY DUTY 0 CEMENT CONCRETE PAVEMENT - SIDEWALK ASPHALT MILL AND OVERLAY J EXISTING ASPHALT -CONFIRM SECTION EC CURB TYPE CHANGING POINT VC Q w IC INTEGRAL CURB VC VERTICAL CURB CG CURB & GUTTER PLAN CAST -IN-PLACE CONCRETE WALL i SIGN ARCHITECTURAL REMOVAL BOLLARD 2-4• RIVER ROCK Of SITE / SURFACING NOTES: 1. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT OF PAVING AND UTILITY IMPROVEMENTS. 2. CONTRACTOR TO REPAIR / REPLACE ALL EXISTING FACILITIES THAT ARE DAMAGED DURING CONSTRUCTION TO PRE -CONSTRUCTION CONDITION. 3. ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL 4. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS; 1. TRENCHES (ROAD CROSSINGS); D. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3') OF ANY ADJACENT LANE UNE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. SHEET NOTES: 1 OTYPE 2- CEMENT CONCRETE DRNEWAY, PER CRY OF RENTON STANDARD DETAIL C6.0 F004.3. 5' WIDE SIDEWALK. 2QLC6.0 !_ O3 SINGLE DIRECTION ADA CURB RAMP. C6.0 + Nr' O4 MATCH EXISTING CONCRETE/ASPHALT PAVEMENT SURFACE MM, SO MATCH EXISTING CURB AT NEAREST JOINT. V 4 TAPER CURB TO MATCH PAVEMENT/SIDEWALK. v' O7 STOP SIGN PER DETAIL C 0 Z dt 0 0 PROPOSED CONCRETE CURB, GUTTER, 7' WIDE LANDSCAPE AREA, AND 5' WIDE Z CONCRETE SIDEWALK PER CITY OF RENTON STANDARDS. h 3 D16' WIDE ALLEY ACROSS ENTIRE FRONTAGE 10 HOT TAR SEAL JOINT AT SAW CUT UNE. CONTRACTOR TO FIELD VERIFY EXISTING ASPHALT PAVEMENT SECTION MATCHES 11 HEAVY DUTY ASPHALT SECTION. IF ASPHALT PAVEMENT SECTION DOES NOT MATCH 9 HEAVY DUTY ASPHALT SECTION, CONTRACTOR SHALL CONSULT GEOTECHNICALI!oENGINEERFOROVERLAY/NEW SECTION RECOMMENDATIONS. 1Y CURB CUTIN PROPOSED CURB AND GUTTER FOR ROAD DRAINAGE 11 cs.o 13 EXISTING STREET LIGHT. 14 SIDEWALK CUT AND PLATE FOR DRAINAGE PER DETAIL eC6.06 92 - - / DEPTH ASPHALT MILL & OVERLAY H s } f} St f\ rti. i 1 1 2• Y EXISTING BUILDING' i,`1 1'_ i i " " cEN,ERu 1 18' WIDE 7' PLANTER 5' SIDEWALK STREET DOTENTS S IMPROVEMENTS . • . 1 I • ` j i " " _ IXISIRRG ROAD SECTION _ " EXISTING ASPHALT PAVEMENT TO BE CONCRETE ASSUMED TO BE HOT 4 CURB E GUTTER SIDEWALK PER T a EDGE O 0' V 7.6' FROM EXISTINGj 1 C6.0 PER DETAIL M OVER 6 OF EDGE OF PAVEMENT DETAIL q VVF's _ CONTRACTOR SHALLLED KVER IFY. RAYMOND AVE SW SECTION cs.0 10REF 7) SCALE: MrsOU _3wW 546-11 5'6' CITY OF RENTON 577 8 Approved by: ALA Date: a°t R=365728 20 I Approved by: Date: Approved by: Date: 0 1 t U) aT DESIGNED: KJC/JFR o03o TENDN 2 z w Oy n rl cqC J ao DCRANO. 11 - Qw I) w SHEET TITLE STREET PLAN Z) Of Q Q Q rn ZZ a 00 3 F— 0 ZV Q Nm r 0 m 3 w 0O QU U) z o Q NR z It 1 t 11m J u i I u ul Know w liars below. L Approved by: Date: Call before you dig. Date Plotted: 4/18/2013 12:11:29 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A1.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BORA\PRODUCTION DWGS\11477C202 By: ---- . !0 S /off- C'^ 1 1-6%©tom BCM SHEET C2.02 PERMIT SET DRAWN- JMWFR aT DESIGNED: KJC/JFR o03o TENDN 2 z Oy n rl cqC DATE: 1005.12 ao DCRANO. 11 - a 11m J u i I u ul Know w liars below. L Approved by: Date: Call before you dig. Date Plotted: 4/18/2013 12:11:29 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A1.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BORA\PRODUCTION DWGS\11477C202 By: ---- . !0 S /off- C'^ 1 1-6%©tom BCM SHEET C2.02 PERMIT SET DRAWN- JMWFR DESIGNED: KJC/JFR TENDN 2 REVIEWS. JJG PER DETAIL" DATE: 1005.12 DCRANO. 11 - CA DFlIE: 11477C202.DWG SHEET TITLE STREET PLAN 11m J u i I u ul Know wliars below. L Approved by: Date: Call before you dig. Date Plotted: 4/18/2013 12:11:29 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A1.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BORA\PRODUCTION DWGS\11477C202 By: ---- . !0 S /off- C'^ 1 1-6%©tom BCM SHEET C2.02 PERMIT SET 13 1 14 LEGEND U) DESIGNED: UC1JFR REVIEWED PROPERTY/BOUNDARY LINE W BUILDING FOOTPRINT BCMNC, PROPOSED CONTOUR210 1," EXISTING CONTOUR EXISTING CATCH WIN EXISTING STORM DRAIN LINE PROPOSED STORM DRAIN UNED- m CATCH WIN TYPE I 0) CATCH BASIN TYPE 2 x136.75 SPOT ELEVATION GRADE BREAK 2.00% SLOPE ARROW EZ22= 2"-4" RIVER ROCK -j GRADING NOTES: 15 1, 1 - 11" ------ --- 2182 1. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT25.3± MATCH EX ----25-- . . ..... MATIC EX. 2.rQ 201 a . .. .... ---- OF BUILDING, PAVING, AND UTILITY IMPROVEMENTS. 2 23.825621.42 25.37 2. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF 24.3 1.37 91 -- PAVEMENT UNLESS OTHERWISE SPECIFIED. 14 24 &I x22 23.80 21.7' 1.23Q25IIS1 ---Z A-. F 3. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL24.OQIRD24.00 1 1 T- 23.67 23.52 NATURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE12,3.37 24.00; 21 PONDING OF WATER. 5 3± 23.19D23.73 20.68 4. THE MATCH EXISTING SPOT ELEVATIONS PROVIDED ARE FROM THE SURVEY 23.03 PROVIDED FOR DESIGN. CONTRACTOR SHALL VERIFY EXISTING GRADES AND25.21 EX.. 23.91! .. .. I ..... -2 19.78 ADJUST AS NECESSARY TO PROVIDE SMOOTH GRADING TRANSITIONS AND23912300 H Lk U) DESIGNED: UC1JFR REVIEWED JJG W 1005.12 BCMNC, 114n CADD FILE: 11477C000.0WG j Lu C) 2q.08 E";t LJ w CD 1 4 22.4420.56 d - Lu n 0 24.00 1 23.1 2 92 UJ CL 1 w F I ---1 1-- w 21.. 23.02 X: Z z k6i MATCli FEE 7L 24.0 1 21.52 H Lk 9:14194:15411012 a Ill a] J14*1 9 PRI! 19 :ZIIITA 114:169 SHEET NOTES: X EX. (D SLOPEEXCEED IN ADA STALLS IN ANY AND UNLOADING ZONES SHALL NOT C, 2.00% DIRECTION. P4 MATCH EXISTING GRADE AND SLOPE. H EX. /7 PROVIDE POSITIVE DRAINAGE TO EXISTING CATCH BASIN. rB plp: 04 PROVIDE 2% MAXIMUM CROSS SLOPE AND 5% MAXIMUM LONGITUDINAL SLOPE ON SIDEWALKS. qe 15 r td o GRADE ROCK PAD TO DRAIN TO BIORErENTION CELL t; 6.2C3 Ft >- 12' -k 40 10to it p 4 47 Date Plotted: 4/18/2013 12:11:46 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A1.00 - NA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\l 1477C300 By: Approved by: Date: by: - Date: 20 10 0 20 T!!siim2!!T!T SCAM- 1'- 20' R-365129 0 3 4 9 3 03 11mj uj I V I Know wharsbelow. Call wore you U) DESIGNED: UC1JFR REVIEWED JJG W 1005.12 BCMNC, 114n CADD FILE: 11477C000.0WG j Lu U) 2q.08 LJ w 24.00 1 4 22.4420.56 Lu 0 24.00 1 23.1 2 92 23.11 1 w I ---1 1-- w 21.. 23.02 X: Z z 20.43 FEE 7L 24.0 1 21.52 F- 2026 24.00. Z 21.03 10 59 T WM) U) U) OP 0Q< Q. 21.00 U) 10 0 1: w 2'3:94 22.97 24.00 IT 20.31 EX. W H 24.00 y Q,56 - ------- i648 su 90 2 IE fL U.25-- 1± MATCH 29 A 18. MATCH EX.. 20.01 WATCH E z 9:14194:15411012 a Ill a] J14*1 9 PRI! 19 :ZIIITA 114:169 SHEET NOTES: X EX. (D SLOPEEXCEED IN ADA STALLS IN ANY AND UNLOADING ZONES SHALL NOT C, 2.00% DIRECTION. P4 MATCH EXISTING GRADE AND SLOPE. H EX. /7 PROVIDE POSITIVE DRAINAGE TO EXISTING CATCH BASIN. rB plp: 04 PROVIDE 2% MAXIMUM CROSS SLOPE AND 5% MAXIMUM LONGITUDINAL SLOPE ON SIDEWALKS. qe 15 r td o GRADE ROCK PAD TO DRAIN TO BIORErENTION CELL t; 6.2C3 Ft >- 12' -k 40 10to it p 4 47 Date Plotted: 4/18/2013 12:11:46 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A1.00 - NA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\l 1477C300 By: Approved by: Date: by: - Date: 20 10 0 20 T!!siim2!!T!T SCAM- 1'- 20' R-365129 0 3 4 9 3 03 11mj uj I V I Know wharsbelow. Call wore you DRAWN: U) DESIGNED: UC1JFR REVIEWED JJG W 1005.12 BCMNC, 114n CADD FILE: 11477C000.0WG j Lu U) LJ w Lu 0 w 1-- w c/) X: Z z 00 F- Z 105 T WM) U) U) OP 0Q< Q. 3: U) 10 0 1: w DRAWN: JMUJFR DESIGNED: UC1JFR REVIEWED JJG DATE, 1005.12 BCMNC, 114n CADD FILE: 11477C000.0WG SHEET T GRADING PLAN BCRA E SHEET C3.00 PERMIT SET 4 4 13 1 14 15 0. U em N 3W 0 LEGEND Q PROPERLY/BOUNDARY UNE BUILDING FOOTPRINT w 210 PROPOSED CONTOUR . LL J EXISTING CONTOUR ho D STORM DRAIN LINEN „ 8 RD ROOF DRAIN UNE FOOTING DRAIN LINE 4 CONVEYANCE SWALE STORM/ROOF DRAIN CLEAN OUT C6. o CATCH BASIN TYPE 1 C 4 rCATCHBASINTYPE2 ` DS DOWNSPOUT BIORETENTION CELL C6 D FLOW DIRECTION/J F4 2°-4" RIVER ROCK 01 o l¢ L STORM NOTES: a 1n a L' I - TYPE I W VAN GRATE """' '"" ac 1. FOR EXISTING SYMBOLS REFER TO TOPOGRAPHICAL SURVEY. "s P ` z l u , ' % i RD - T -, _ : 211 24 4 tl 2. STORM DRAIN UNE MATERIAL TO BE CP UNLESS OTHERWISE SPECIFIED. I RFD i _ STA 2_+97.13 33.7 L N B° ( ' EP z IE IN• .$1 8' (W) E OUT 8 E ; ' D CB #05 IE OUT: 8.61x8° (S) 11 8 11 LF LACL52 0 O.M 3. ROOF AND FOOTING DRAIN LINES ARE LOCATED ON PLANS FOR CLARITY AND ARE 1 g 14 _ TYPE I W/ VANED GRATE -? ;C z TO BE PLACED IN ACCORDANCE WITH STANDARD PRACTICE S WN 1 I RIM: 22.49 O 0 13 I L`.' G1. I YPE I WA SOLD UD - .: "- - 35 nYPF/'I W SOLID LID -. --" 6 O b E LCAN TYPE 0j- 0 r7 W U I II 54 STA 6+ IE 11 tt STA: t IE IE C s 0: O a_ TYPE CADE FILE'. 11477 J.DWG w z F o> oyn O0o q C vF . TYRE U) IS G 7. 5 Lt ( J 1 PNC I - 4. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. PRIOR TO9LI2S % - - - STA: 1+83.13, 33.50' L '9 ? I -: RR 20 71 CONTRACTORP1IEOUT: 19.21 8" E 11 D ` INSTALLATION OF ANY PROJECT IMPROVEMENTS, ITHEESHALL VERIFY04O12 ° n 13+48-81,"19 59 L LOCATION AND ELEVATION OF EXISTING UTILITIES. IN THE EVENT OF ANY40LF8' PVC SDR35 O 1.2% iR 1B•gg D °`. 13 B49 ) 97 I.-; DISCREPANCY FROM THE INFORMATION PRESENTED ON THESE PIANS, 1 1 - R. 2"2 CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF THE SITUATION 05% - 9 IMMEDIATELY. LID L %' 1 5LF 8' PVC SDR35 0 21.7X ' 5. CONSTRUCT ALL UTILITIES IN CONFORMANCE WITH THE TRENCH SECTION DETAIL 1 O8L - C6.0 213 FFE = 24.0 3 00< MC - UNLESS OTHERWISE INDICATED ON PLANS. E) ( 8LF B" PVC SDR35 0 9.5% CB 107TYP8 0 15 6. ALL CA 3 117 \ TYPE I W/ SOLID D-- , 4 1 TYP. 12 - : 1 -- r ';STA xz, 080i 3,+x.28' L - GRATE TFRAMCH EAISNATATOETOFBCURB OR FLOW LINE SITUATED SUCH E OFTMGUTTER (WHERE E OUTSIDE E OF RIM: 26:56 ==F - APPLICABLE). 1 x 1 i z - - -- " ,; x x -' _ lE INci6.44 8" (N ) 16L STA: 1+32.34, 5.05' L 1 ' s'` _ - 6 - Cp UDI ) i o - x z IE OUT: 18.19 8" (W) k76 51LF 8• PVC SDR35 0 2.0% IE IN: 16.44 Q` (W) +00 - T' :' 21' q. 7. ALL CATCH BASINS IN PAVED AREAS SHALL BE DEPRESSED 1/2' TO 1' BELOW IE OUT: 16.44 /E° (E ° - -_ ` " ~ 1 F ,• 6LF 8• DI CL52 0 0.5% GRADE SHOWN AND SHALL RAVE TRAFFIC BEARING RING AND COVER. IY, ) ! 1 „ r CB f I U 20,1 ST 8 EXCEPT FOR 2 D LID CB #1 _ 1 / l.1 1 / i fi' - - 23 RIM: I2019 2' .= 1 .. & '' ' W/ SOLID U INLETS WITH SOLID LIDS, UNLESS OTHERWISE SPECIFIED ON PLANS. INE GRATE 2 4 • 2+91.95, 8.24' L IM 95 S Tk 3+02.27, 8.26' L 9. INSTALL CATCH BASIN STORMFILTER CARTRIDGES IN CATCH BASIN STORM 42.57' L I 8 :: ,:...tom .g+' pVC R35 1+00 j I - - 25` IE OUTN•15818124• (W) IE IN: 18.16 8" (E) FILTERS(S) AND,, R STORMFILTER VAULTCONAS EARLY AS POSSIBLE IN THE 50 8' (N) TO 1 - IE OUT: 15.86 8' (W) CARTRIDGES WHEN CONSTRUCTION IS COMPLETE OR THE SITE HAS CONSTRUCTION SEQUENCE TO MINIMIZE CONSTRUCTION SEDIMENTATION. REPLACE 4. W) 17 I tOLF B" PVC SDR35 O 0.5% 10. REFER TO ARCHITECTURAL PIANS FOR EXACT LOCATION AND QUANTITY OFPVCSDR3502.7X ' E S 12" (E) CIS #10 DOWNSPOUTS. 0+00 § f LID TYPE II- 48• W/ SOLID LID 0.43 CB #15 14 RIM: 20.44 CB-.s = STA 0+29.53, 5.03' L STA: 2+20.31, 12.70' R SHEET NOTES: I _ - -I IE IN: 17.05 8' (N) TYPE II- W/SOLD UD SOLD, U.D. - RIM: 20.69 IE IN: 15.76 12' (N) IE OUT: 17.05 8" (E) IE IN: 15.76 12' (E) O STORMTECH SC -740 DETENTION/INFILTRATION CHAMBER SYSTEM WITH 103 e7STA: 1+55.79, 8.23' L IE OUT: 15.76 12' (W) C6.05RIM: 21.37 CHAMBERS PER DETAIL BOTTOM OF STONE IN FACILITY = 15.31' so 1Y (s f` ce #13 PPRCEI 3340q 4,85 IE IE LOUT' 15. 615. 81 824W)( E) O P72- ER DAL LTER MANHOLE WITH (6)-18" CARTRIDGES AND SOLD UD C6 o4EII -481 W 'SOLID LID RIM 2087-- TA: 0+07.511273 R - O STORMTECH ISOLATOR ROW PER DETAIL 1 C6.05 IE INTI 15` 12' (N) .- ,- q CONNECT FOOTING DRAIN TO NEAREST CATCH BASINIEIN, 15 12 (E).; - O IE OUT: 15.4Q 12 (W)I -- - O NOT USED. t ; TYPE 2- 54' OUTLET CONTROL STRUCTURE. 2C6. N 7 CONNECT TO IXISTING STORM LINE DIAMETER CMP DETENTION TANK PER DETAIL BOTTOM35FT. OF 4 Ff. DIAM OF 2 TP..-... -.. O FACILITY = 15.11'. 6.04 Y b ® - - _ 9 - WITH UNDERDRAN. BOTTOM AREA - 169 SO. O9 BIORETENTION CELL FL REFER TO DETAIL2010020HvVEr - - 91 TIE CATCH BASIN INTO EXISTING 12" STORM WITH TYPE 2 CATCH BASIN SCALE: 1'= 20' 10 WITH HERRING BONE GRATE 11 PROVIDE WATER TIGHT 8' PVC DOWNTURNED ELBOW INSIDE STORM STRUCTURE ON STORM OUTLET PIPE. EXTEND ELBOW 4' BELOW OUTLET PIPE IF 20' 12 8" INSPECTION PORTS. AT THE ENDS AND CENTER OF EACH STORMTECH. CITY OF RENTON 13 12. 6 MANIFOLD. Approved b : _ Date: Z 3 14 TYPE 2 STORM STRUCTURE WITH REMOVABLE WEIR. 15 STC 4501 STORMCEPTOR. 1R=365730 ,J % (, D6.G61Approvedby. tz """' L" - Date: UNDERDRAN PER DETAIL =- cs.os 17 SIDEWALK CUT AND PLATE FOR DRAINAGE. C6.06 Approved by: Date: i I VV 18 CURB CUT FOR ROAD DRAINAGE. C11 Know what s below. Approved by: Date: Call bef re you, Date Plotted: 4/18/2013 12:12:03 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A1.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\11477C400 By: ---- (' D 1 I` - DRAWN. JMILFR U) DESIGNED KJGJFR s i O ao WW CADE FILE'. 11477 J.DWG w zo> oyn O0o q C o Q LAJ U) 0ww F- Q Q Lu fA Z 003 Z r F o V Z Q(9r 1- m 0 3Lu5ma Qw O a Q 02 o Qz DRAWN. JMILFR NEU DESIGNED KJGJFR s i O ao WW CADE FILE'. 11477 J.DWG zo> oyn O0o q C o a DRAWN. JMILFR NEU DESIGNED KJGJFR REVIEWED: JJG i DATE. 10.05.12 Bcflh ND. 11e11 CADE FILE'. 11477 J.DWG SHEET TME STORM DRAINAGE PLAN BCRA NEU C4.00 PERMIT SET FRE E F G W J F E 1 STORM PROFILE #02 12 ISLE 8'0 DI CL52 0 0.5% STORMCEPTOR-W/ VANED GRATE RIM: 20.20 IE IN: 18.44 8' (N) IE OUT: 18.19 8' (W) STORMFILTER 101-W/ SOLID UD RIM: 20.62 IE IN: 18.16 8' (E) IE OUT: 15.86 8' (W) STORM PROFILE 03 STORM it uur.._1Iva a tc) _. Q 30 30 1 N0yj 14 h o v. IIAn is ire iv.oJ o kL) j T CB #10-W/ SOLID UD 25 RIM: 20.44 25 IE IN: 15.76 12' (N) IE IN: 15.76 12' (E) IE OUf: 15.76 12' (W) B j17-W/SOLID..LD RIM: 21.76EIN: 16.76 8' (S) E IN: 16.76 :( O RIM: 22.13 CB #18 W/ SOLIE IE IN: 15.60 87 O_ LID LL CB #19-W/ SOLID UD RIM: 21.37 IE OUT: 15.60 12' (S) 25 CB #13-W/ SOLID UD RIM: 20.87 IE IN: 15.48 12' (N) IE IN: 15.48 12' (E) 20 20 20 20 IE OUT 1581 4' E) IE OUT. 1 81 24' CB #11-W/ BEEHIVE GRATE -/48' RIM: 21.30 0 CMP DETENTION TANK 15 15 15 IE OUT: 17.50 8' (N) 15 15 8' STORM CB #12-W/ SOLID UD RIM: 20.50 IE OUT: 15.81 12' (S) IE OUT: 15.81 12' (W) 10 IE OUT: 15.81 12' (E) 10 V16LF-12'0 8LF8' 0 PVC SDR35 0 PVC SDR35 0,9.5 7% 24LF 12'0 HDPE 0 0.5% 10 20 L- 20 511E 8'0 WCISO 35 0 r2.0% 103LF 8'0 PJC S R35 0 0.6% STORMTECH CHA15RS 1415 24LF 8'0 PVC SDR35 0 2.7% I ! 1 10 110 m O O N T n X m N fO o N< N N roN MN NN VN N N N 00l c"! O N q n @ M N N N N N N N N N N N cv 20+00 23+25+8020+25 20+50 20+75 21+00 21+25 21+50 21+75 22+00 22+25 22+50 22+75 23+00 23+25 23+50 F E 1 STORM PROFILE #02 12 ISLE 8'0 DI CL52 0 0.5% STORMCEPTOR-W/ VANED GRATE RIM: 20.20 IE IN: 18.44 8' (N) IE OUT: 18.19 8' (W) STORMFILTER 101-W/ SOLID UD RIM: 20.62 IE IN: 18.16 8' (E) IE OUT: 15.86 8' (W) 13 1 14 1 15 orPi ma o vn toa ., uta -1D D 10 SECTION AT STATION 40+50 30+00 30+25 30+50 40+00 40+25 40+50 40+7510+DO 10+25 10+50 10+75 11+00 11+25 11+50 11+60 Dote Plotted: 4/18/2013 12:12:17 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A7.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\11477C401 By: R=365731 by: Date: by: /Iw /V010 Date: tlajL u by: Date: by: Date: ZETENTION CELL DETAIL CIS. DETENTION c SCALE: NTS MEN IIriffL1 0F 5 2.5 0 5 VERTICAL SCALE: 1 •- 5, 20 10 0 20 HORIZONTAL SCALE 1'= 20 4 1 STORM PROFILE 03 STORM PROFILE 04 30 30 0 zO Q 30 30 1 N0yj 14 h 30 o ae? Q WLLa my h IIAn CB 103-W/SOUD UD RIM: 20.71 IE IN: 18.49 8' (W) IE OUT: 18.49 8' (S) 25 25 STORMTECH CHAMBERS--_- LL j T CB #10-W/ SOLID UD 25 RIM: 20.44 25 IE IN: 15.76 12' (N) IE IN: 15.76 12' (E) IE OUf: 15.76 12' (W) B j17-W/SOLID..LD RIM: 21.76EIN: 16.76 8' (S) E IN: 16.76 :( O RIM: 22.13 CB #18 W/ SOLIE IE IN: 15.60 87 O_ LID LL CB #19-W/ SOLID UD RIM: 21.37 IE OUT: 15.60 12' (S) 25 CB #13-W/ SOLID UD RIM: 20.87 IE IN: 15.48 12' (N) 1- IE IN: 15.48 12' (E) 20 20 20 20 20 IE OUT: 15.48 12' (W) CB #11-W/ BEEHIVE GRATE -/48' RIM: 21.30 0 CMP DETENTION TANK 15 15 15 IE OUT: 17.50 8' (N) 15 15 8' STORM CB #12-W/ SOLID UD RIM: 20.50 IE OUT: 15.81 12' (S) IE OUT: 15.81 12' (W) 10 IE OUT: 15.81 12' (E) 10 V16LF-12'0 HDPE O 0.3% 10 10 8LF8' 0 PVC SDR35 0 PVC SDR35 0,9.5 7% 24LF 12'0 HDPE 0 0.5% 10 13 1 14 1 15 orPi ma o vn toa ., uta -1D D 10 SECTION AT STATION 40+50 30+00 30+25 30+50 40+00 40+25 40+50 40+7510+DO 10+25 10+50 10+75 11+00 11+25 11+50 11+60 Dote Plotted: 4/18/2013 12:12:17 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A7.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\11477C401 By: R=365731 by: Date: by: /Iw /V010 Date: tlajL u by: Date: by: Date: ZETENTION CELL DETAIL CIS. DETENTION c SCALE: NTS MEN IIriffL1 0F 5 2.5 0 5 VERTICAL SCALE: 1 •- 5, 20 10 0 20 HORIZONTAL SCALE 1'= 20 4 1 Know what's below. Cali tildore you I Ct f,- 36 570 `I os Zm m3 0omUf Z s o Il j'J0z 0 H 0 zO Q V J 1 N0yj 14 h pp> Oi o ae? Q Know what's below. Cali tildore you I Ct f,- 36 570 `I os Zm m3 0omUf 00 I W J Q W 0Q w F- of Q Q QLIJQ n Z Z 0 0 oF- 0 Q ZV m F0 x 3 U) 10 0 z 0 V% y z Q It DRAWN: JMU:JFR DESIGNED: UUJFR REVIEWED: JJG! DAie 10OS.tz SCRA No. Vm CADD FILE: -07 01A, SHEET TITLE DRAINAGE PROFILES BCRA SHEET C1 .01 PERMIT SET t If H s o Ilj'J0z 0 H 0 zOy 1 N0yj O G h J o W o WLLa my h IIAn V LL ULLn 1- 00 I W J Q W 0Q w F- of Q Q Q LIJQ n Z Z 0 0 oF- 0 Q ZV m F0 x 3 U) 10 0 z 0 V% y z Q It DRAWN: JMU:JFR DESIGNED: UUJFR REVIEWED: JJG! DAie 10OS.tz SCRA No. Vm CADD FILE: -07 01A, SHEET TITLE DRAINAGE PROFILES BCRA SHEET C1 .01 PERMIT SET t If H s o Ilj'J0z 0 0 zOy O G o W o my h IIAn I IKKIu uun I STA:10+06.90 B'X6' TEE i m o STA:10+09.82 12'X8' TAPPING TEE ; N N 2 WATER SERVICE STA:10+05.00 STA:10+08.31 5 2.5 0 5 10+00 10+10 VERTICAL SCALE: 1'= 5, 20 10 0 20 WATER MAIN PROFILE HORIZONTAL SCALE: 1'= 20 I -IL Ao I/1rrimu ICL Rk 13 14 15 LEGEND0. m NW PROPERTY/BOUNDARY UNE o SS SANITARY SEWER SERVICE UNE 4 m SANITARY SEWER CLEAN OUT -C6.07 W WATER SERVICE UNE N N IR WATER IRRIGATION UNE m z e WATER METER THRUST BLOCK C6.07 C6.07 ` N GATE VALVE A6 n gtrlTAPPINGTEE Y-1 22.5' BEND x1-1 45' BEND F FIRE WATER UNE 7 JR FIRE DEPARTMENT CONNECTION FIRE HYDRANT 1 POST INDICATOR VALVE C6.07 S a tz F4n UTILITY NOTES: ° w 9 1. FOR EXISTING SYMBOLS REFER TO TOPOGRAPHICAL SURVEY. 2. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. PRIOR TO INSTALLATION OF ANY PROJECT IMPROVEMENTS, CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES. IN THE EVENT OF ANY DISCREPANCY FROM THE INFORMATION PRESENTED ON THESE PLANS, p CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF THE SITUATION IMMEDIATELY. SEAL 3. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO 1 AM CO PLACEMENT OF BUILDING, PAVING, AND UTILITY IMPROVEMENTS. `tea, J.E'0 4. CONSTRUCT ALL UTILITY IMPROVEMENTS IN CONFORMANCE WITH THE TRENCH SECTION DETAIL UNLESS OTHERWISE INDICATED ON PLAN. am 5. PROVIDE 10' MINIMUM HORIZONTAL AND 18- MIN. VERTICAL SEPARATION RgOIST BETWEEN WATER AND SANITARY SEWER LINES. 9310NA1. $gG 6. FIRE PROTECTION LINES SHOWN FOR REFERENCE ONLY. FIE PROTECTION LIN DESIGN TO BE COMPLETED BY FIRE PROTECTION ENGINEER. COORDINATE SIZE AND LOCATION OF FIRE SYSTEM SHOWN WITH FIRE PROTECTION ENGINEERING PLANS. (n 7. ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON TRENCH Of RESTORATION AND STREET OVERLAY DETAIL J 8. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS; Q 1. TRD. ENCHES (ROAD CROSSINGS); FEET w Of OFIANY ADJACENT LANE LINE, THE WITHIN THREE ENTIRE ADJACENTTRAVELED(LANE 0 w AFFECTED WILL BE REPAVED. O w 9. SANITARY SEWER PIPE IS TO BE GREEN IN COLOR. j Q 10. SIZE OF DOMESTIC WATER SERVICE AND FIRE SERVICE LINES ARE SHOWN AS QAPPROXIMATEONLY. CONTRACTOR SHALL DETERMINE FINAL SIZING. Lu Cf w U) SHEET NOTES: 00 3 O 01 INSTALL FIREHYDRANT PER DETAIL C6.07 ! N CONNECT TO EXISTING WATER MAIN. C 2 Z U Nin OPOTHOLE AND VERIFY WATER MAIN LOCATION PRIOR TO U = O 3 CONSTRUCTION, w U) U) 'n z O PROVIDE 1- DOMESTIC WATER METER WITH 3 6 aQ N RP84 IN -HOT BOX-. 6• a > Q 5 z O PROVIDE 1IRRIGATION SERVICE LINE WITH DOUBLE 5CHECKVALVEASSEMBLY. COORDINATE EXACT 6. 4 C 4 LOCATION WITH LANDSCAPE/IRRIGATION PLANS. D4" DIP TO FIRE DEPARTMENT CONNECTION C6. ORIETRORT EXISTING HYDRANT WITH 5 -INCH STORZ FITTING. O TEE SIDE SEWER INTO EXISTING SEWER UNE WITHIN ALLEY. g DRAWN JMUJFR OESIGNEO: K E"FR REVIEWED: JJG DATE 10.05.12 60 -No. non CPDD FILE: 11411.. I.. APPROXIMATE IE = 8.0+. CONTRACTOR TO FIELD VERIFY LOCATION C6.07 SHEET TITLE OF SANITARY SEWER MAIN PRIOR TO CONNECTION. OCONNECT WATER SERVICE LINE TO BUILDING. REFER TO PLUMBING WATER AND PLANS FOR EXACT LOCATION. W/ VERTICAL CROSS POST INDICATOR VALVE 1U CONNECT FIRE PROTECTION SERVICE LINES TO BUILDING. REFER 7 SIDESE\TIER FOR POLYPIGGING 11.25' BEND, W/ THRUST BLOCK TO FIRE PROTECTION PLANS FOR EXACT LOCATION. PLAN 1 8' GATE VALVE (FLXMJ) 1 -THRUST BLOCK CITY OF RENTON R 3 6 5 7,) 2i n8'X4' REDUCER 17LF 4"8 DIP / I ' (ARP. slbo 6' GATE VALVE Approved by: _ 01w 11Y4i Date: 4 1TV-13 W/HRBSF-BEB6K 1-8'x6• TEE WOK4 Lowy ScP 1-6" GATE VALVE FLXMJ)'" 1-FIREHYORANTASS BLY" Date Plotted: 4/22/2013 3:08:18 PM Filename: X:\PROJECTS\CML\11000\11477.A1.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\11477C500 By: 1=85(6' REDUCER- Approved by: vd1YDate: 1 -THRUST BLOCK - WATER CONNECTION VIEW Approved by: T't^" NDate: SCALE ,- = 5' L Know what's below. Approved by: Date: Call bdom you 73 CD ; I-3 571 v BCRA SHEET C5.00 PERMIT SET 1 t NL7 S 1`yJOz 03Z Z Oy m no:h C Da n> aD ma rn I INA Ell m 7 A- A PORTION OF SW 14, NW j UTILITY INVERT ELEV. SEC. 19, TWP. 23 N., RGE. 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON Es 10 11 12 J 7 l h zc Iv 151A EXISTING 8UILUING 1 LI: ] .. .... I . SI T I CITY OF RENTON rHVVEApproved by: ou Date: s J Approved by: Date: Date Plotted: 4/18/2013 12:12:51 PM Filename: X:\PROJECTS\CIML\11000\11477.A1.00 — VIA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\11477C501 By: Approved by: Date: Approved by: Date: 13 14 LEGEND CROSSING ID NO. UTILITY CROWN ELEV. UTILITY INVERT ELEV. G — GAS LINE O Yl — 131 GAS VALVE P— POWER LINE FAI PAD MOUNTED TRANSFORMER CO— COMMUNICATION LINE T — TELEPHONE LINE INSTALLATION OF ANY PROJECT IMPROVEMENTS, CONTRACTOR SHALL VERIFY Z 16.24' (FIRE SERVICE LINE) Iwo 0 BY ± (SANITARY SEWER) 16.64' (STORM) Ln Ell, r LOCATION AND ELEVATION OF EXISTING UTILITIES. IN THE EVENT OF ANY 0 w to DISCREPANCY FROM THE INFORMATION PRESENTED ON THESE PLANS, cz) LLI- Z) LLJ CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF THE SITUATION IMMEDIATELY. R LL 0 LIJ 3. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO I X& 00 PLACEMENT OF BUILDING, PAVING, AND UTILITY IMPROVEMENTS. 1`2 Z cl Nm 4. CONSTRUCT ALL UTILITY IMPROVEMENTS IN CONFORMANCE WITH THE TRENCH 6 0Lu U) j) z 0 < cj) SECTION DETAIL UNLESS OTHERWISE INDICATED ON PLAN. 2 OE 3: CL zwOf MX`NN IMIIJJFR 5. PROVIDE 10' MINIMUM HORIZONTAL AND 18' MIN. VERTICAL SEPARATION N,CIJFR REVIEWED: JJC BETWEEN WATER AND SANRARY SEWER LINES. 0 DATE H7 7.L 8" in 1 6. FIRE PROTECTION LINES SHOWN FOR REFERENCE ONLY. FIRE PROTECTION LINE F DESIGN TO BE COMPLETED BY FIRE PROTECTION ENGINEER. COO -11-1- SIZE AND LOCATION OF FIRE SYSTEM SHOWN WITH FIRE PROTECTION ENGINEERING t?4u AI 4 W, It SHEET NOTES: t Z J 7 l h zc Iv 151A EXISTING 8UILUING 1 LI: ] .. .... I . SI T I CITY OF RENTON rHVVEApproved by: ou Date: s J Approved by: Date: Date Plotted: 4/18/2013 12:12:51 PM Filename: X:\PROJECTS\CIML\11000\11477.A1.00 — VIA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\11477C501 By: Approved by: Date: Approved by: Date: 13 14 LEGEND CROSSING ID NO. UTILITY CROWN ELEV. UTILITY INVERT ELEV. G — GAS LINE O GAS METER 131 GAS VALVE P— POWER LINE FAI PAD MOUNTED TRANSFORMER CO— COMMUNICATION LINE T — TELEPHONE LINE UTILITY NOTES: 15 2, 0 z 0Ol 1. FOR EXISTING SYMBOLS REFER TO TOPOGRAPHICAL SURVEY. CROSSING ID NO. UTILITY CROWN ELEV. UTILITY INVERT ELEV. 0 16.61- (STORM) 17.61' (WATER) I O2 16.60' (STORM) 2. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. PRIOR TO 0 16.59' (STORM) 17.59 (FIRE SERVICE LINE) I" 4 16.30' (WATER) 17.30' (STORM) 3 16.28' (FIRE DEPARTMENT CONNECTION) INSTALLATION OF ANY PROJECT IMPROVEMENTS, CONTRACTOR SHALL VERIFY Z 16.24' (FIRE SERVICE LINE) Iwo 0 BY ± (SANITARY SEWER) 16.64' (STORM) Li Ell, r LOCATION AND ELEVATION OF EXISTING UTILITIES. IN THE EVENT OF ANY 0 w DISCREPANCY FROM THE INFORMATION PRESENTED ON THESE PLANS, 1. FOR EXISTING SYMBOLS REFER TO TOPOGRAPHICAL SURVEY. CROSSING ID NO. UTILITY CROWN ELEV. UTILITY INVERT ELEV. 0 16.61- (STORM) 17.61' (WATER) I O2 16.60' (STORM) 2. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. PRIOR TO 0 16.59' (STORM) 17.59 (FIRE SERVICE LINE) I" 4 16.30' (WATER) 17.30' (STORM) 3 16.28' (FIRE DEPARTMENT CONNECTION) INSTALLATION OF ANY PROJECT IMPROVEMENTS, CONTRACTOR SHALL VERIFY 16.24' (FIRE SERVICE LINE) 17.24- (STORM) 0 BY ± (SANITARY SEWER) 16.64' (STORM) Li Ell, r LOCATION AND ELEVATION OF EXISTING UTILITIES. IN THE EVENT OF ANY 0 w DISCREPANCY FROM THE INFORMATION PRESENTED ON THESE PLANS, Z) LLJ CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF THE SITUATION IMMEDIATELY. R 0 m 3. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO I Z 00 PLACEMENT OF BUILDING, PAVING, AND UTILITY IMPROVEMENTS. 1`2 Z Nm 4. CONSTRUCT ALL UTILITY IMPROVEMENTS IN CONFORMANCE WITH THE TRENCH 6 0Lu U) j) z 0 < cj) SECTION DETAIL UNLESS OTHERWISE INDICATED ON PLAN. 2 OE 3: CL zwOf MX`NN IMIIJJFR 5. PROVIDE 10' MINIMUM HORIZONTAL AND 18' MIN. VERTICAL SEPARATION N,CIJFR REVIEWED: JJC BETWEEN WATER AND SANRARY SEWER LINES. 0 DATE H7 HLE 77C501aWG1 6. FIRE PROTECTION LINES SHOWN FOR REFERENCE ONLY. FIRE PROTECTION LINE DESIGN TO BE COMPLETED BY FIRE PROTECTION ENGINEER. COO -11-1- SIZE AND LOCATION OF FIRE SYSTEM SHOWN WITH FIRE PROTECTION ENGINEERING t?4u PLANS. 4 W, It SHEET NOTES: Oj CONNECT GAS LINE TO INTERMEDIATE PRESSURE GAS MAIN IN RAYMOND AVE SW. CONTRACTOR TO COORDINATE CONNECTION AND ROUTING WITH PUGET SOUND ENERGY. DPOWER LINE AND PAD—MOUNTED TRANSFORMER BY OTHERS. REFER TO ELECTRIC PLANS FOR EXACT ROUTING AND CONNECTION TO EXISTING SERVICES. OSECONDARY POWER SERVICE LINE SHOWN FOR REFERENCE ONLY. RUB TO ELECTRICAL PLANS FOR EXACT ROUTING AND POINT OF CONNECTION TO BUILDING. OCONNECT GAS SERVICE LINE TO BUILDING. REFER TO MECHANICAL PLANS FOR EXACT LOCATION. UTILITY CROSSING TABLE CROSSING ID NO. UTILITY CROWN ELEV. UTILITY INVERT ELEV. 0 16.61- (STORM) 17.61' (WATER) I O2 16.60' (STORM) 17.60' (FIRE DEPARTMENT CONNECTION) 0 16.59' (STORM) 17.59 (FIRE SERVICE LINE) I" 4 16.30' (WATER) 17.30' (STORM) 3 16.28' (FIRE DEPARTMENT CONNECTION) 17.28' (STORM) 16.24' (FIRE SERVICE LINE) 17.24- (STORM) 0 BY ± (SANITARY SEWER) 16.64' (STORM) ROUTE PROPOSED WATER LINES UNDER PROPOSED STORM LINE AS DEEMED NECESSARY IN THE FIELD USING VERTICAL BENDS. MINIMUM CLEARANCE REQUIRED IS 1'. R=365733 I A_q6911111.i= nmjuji i v Know wharsbelowil Call before you dig. U) M SHEET w 0 z Lu V41ollf 0z 3 Lu w 0 Q Li Ell, r Vl 0 w Z) LLJ 0 m Z Z 00 Z Nm 0 0Lu U) j) z 0 < cj) 00 2 OE 3: CL zwOf MX`NN IMIIJJFR N,CIJFR REVIEWED: JJC 10115.12DATE H7 HLE 77C501aWG1 SHEET TITLE DRY UTILITY PLAN BCRA M SHEET C5.01 PERMIT SET 0 z p C) V41ollf 0z 3 0> c: c00 Ell, r VlIa w I, LJ C C F G H 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 13 I 14 I 15 A PORTION OF SW J, NW 14 SEC. 19, TWP. 23 N., RGE. 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 1 HLE rv4 #WR SFCn:MVEi/ 1"IHrlIklc W xelu1, m.R maWwxBwoz. w4¢reNelaYwNXm.asssuweEwws. z TI.ewDwn,...eea.IV+w.ae•rFLX t=.L.ewuF 1 iw.n..,lTy+umlXNalw XRorea.ewpweu.NAgwNz;m.w.naL a Fevlmv 1n vrm Wovopvm dtn smwOSwffiTle.SC1311A PUBIC WORKS CATCH BASIN FILTER Sm. PLAN - 216.30 DEPARPIIENT MARCH 2008 INLET PROTECTION SCALE: NTS i1 UIQ—I', IL—JI. ISII' SII - MOIqLCOXgIpN0E V8E RASVCCI`IHTT N yV IEM06r EGTIREA5i1MTREQLIftEOCWERMEAEV. ff9FORLE55TH419J OATS t.i. otASrFGaFRFI'UWO.vVc. rNL Fqi RtplEClltgCViAXOEht BLgSS VW SiOCNBFA 1.3 eEAx FtA5re511rEnIR Lur BE usLpwEH 11EN'tv@IEEUEOn{EASroC,HEEH..EE141 .EFELT/WOeNWIIRnve GGFlSSc •rH. dEARrnzsrlcsxol;Lp xoieEusEpwaTraswaauE dnlNGTnEsuN,ffR MDSTAI, F. pEMEM003WLLLHOTeF V5EDV3lOPECFnRFA4TNi NGM BE]VFRSElY ST AJCFF. 6JfXARE%INd,VVESIEEP NIO UNSTABLE BL']+B4 1 DE]KW AMI MBTKUIIW AECK•AiOq it RA4TIC SNATTHETM IFA&Y 1Y1pdW. AQSAVELB P'JS W1NElE0.422IEFR09C11MMETOEOFASLCpEl9lli(ELY, AOgpVF1BERIA, gPRV. W OMEREMPBIE RiOTEG¶IXV $NNy BEIN$1PLLEDAl1HE TOE OF TMEStOPE1NORUERIO REWCETIE VB,CCRV OFRMCFF. 1 YANIGIYICESlA10APD9 31. TpRX SNE=ISYOSi BERERAIFDANO (IPEN 5Fj115RF.VP£.Il 22 IFTIE CUSR[ BEtlIE IOOETERORATE tlETOIe.TWNM.Er PAdATW.RAtlSTSECOMPLETELv REAbVEb 1WOpEMCCD. Ii KTENTIE RASTF6WLONGERHEECFD,ITSWLBE CfVPtETFLY REtbVES. PUBLIC WORKS PLASTIC COVERING STD, PLAN ¢19.90 DEPARTMENT MARCH 2008 PLASTIC COVERING I/ BAFVJO O aa+q P5 a t Rv. S - 4801TrIR Nt'Fwnbma I14 nE{eTi1QFAgn UE6NiN. AHB INSTALLATON SPECIACATIONS. 2.1. 22. za: 3, NNNTENARCEBTA UMM u, v'. uPUBUC WORKS STABILIZED SM. PLN - 216'10 j' DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2002 CONSTRUCTION ENTRANCE w d+5 Eg4,PPocbrW.utFInY.40 ggz suxnAaFs.ww vwxoR B W IaRCTO rt#8 r ra FlLRRogpgB.- hX Pm3-0aLlwa VnT9[IGt0.56C / lu Fia`TS AA KWPo@1Cqu4GV5ED W 9. EEL Fv} NOTPdr, wnalwrof uee SLT FEME a NAYBELISEOWNNSLOFE OFALLp5TU.ZBEONiF 1.2 $LT FENCE6NO11NfENDEDTOtPEATCIXJCEMMTEDFLP 9 NCR I5INIENOFOTOTRFAT 5U83iNJIlALM101MTb CFOVEd.NDiLYf. ANYCONCENFRAIEOFLOW MOST BE CONJEYED niRWOXTNE pL1WOE SVSIEYTOn $EDINENTTMPOPppp, z uevDHAxoevSrALUTIDIisoecweAnoxs 2 THE GEOTEX1lE LEHI MOSTMET THE BTAHJPRO LIBTEO BEllON Ad THEN FACTVRERBFABIM:SOEFAGHl W TBE N NYC ON9TE U 71nnsll p. 22'. BTANOFROSTPENGTIFA9WC REOWRES WIREBACMN3 TOINCREASEME6rHEX0T11CKT1E iEK'k.WRE CAEJteWMELMERN4T HEHET. 1BE REGLiEn FOILEYiRASI%EY.SMFABHM. La HIOPEiFpXN W.HPNISASYW1f%iEHFFNCE 2&. 1ERETHE FENCE 191NSTALtEOTME SLOPE 9H9LLNOi BE9SEEPER iIUN'MIV 26 IIF`ATYNIGLSV FENCEIS I$ EO. THE EIAIN RVI%1THIN11 MAY NOr. RETUCEOAS L.M MEOOTIOM 8 fN] EITHEEIIFEHGE IS WfLL BVPoE0AN05ECVHSWAMENCH TINYSYABILIiESYHEfENEe ANp OOESMRaubw WATERTO BW0.55W VNp92WNE TNESIt! FFNEE. 3 uAl"'. EE.A... 11. AHY OAMApE 9NNLBEREPNRPMIECKTELY. ITLSIMPIk1.1 QEHECH IHEUVIMLTSIDE WOHEF[NCE FIXt$K..45 Q'IIIGiGNCECLGiO DiOA SEpINEIRI.V ORiWltIN30.YDAC111MASAB.ViMEH TOFLIX4 A`0 IIII& ETT' stbi. i, INO GiFNNEL11A1LM1 OF FECIYS PAMLLEL iOTNE FENCEIf IHISOCCUiB, RERACE IIiEFEHCECR RJAJVEDIME 1MP11, EdME.NO.HEMOVED VMENSEOMEMM6INCHE$19GH 16 IF iNE FILTER FA9PS(GEOTEXIILE)NAS OEIEPbMTED OU'c iOOLMPNgEi BREN(DOWN, R514LLLBE PER.IEB. PUBLIC WORKS SILT PENCE no. PLN - 214.00 I• EPARTMENT MARCH 2006 SILTATION FENCE SCALE: NTS J Date Plotted: 4/18/2013 12:12:59 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A1.00 — WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\114770600 By: SCALE- NTS W.^xcrXUXue[rAaTnrnTxEmcl Qc Y:t wiw:CMIS [ti xar54' RWnR i Xi( fi 6P<"titia¢v rvn iE W RN pFFD', .Vn50 FrtiEFMW Nt'Fwnbma I14 nE{eTi1QFAgn UE6NiN. AHB INSTALLATON SPECIACATIONS. 2.1. 22. za: 3, NNNTENARCEBTA UMM u, v'. uPUBUC WORKS STABILIZED SM. PLN - 216'10 j' DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2002 CONSTRUCTION ENTRANCE w d+5 Eg4,PPocbrW.utFInY.40 ggz suxnAaFs.ww vwxoR B W IaRCTO rt#8 r ra FlLRRogpgB.- hX Pm3-0aLlwa VnT9[IGt0.56C / lu Fia`TS AA KWPo@1Cqu4GV5ED W 9. EEL Fv} NOTPdr, wnalwrof uee SLT FEME a NAYBELISEOWNNSLOFE OFALLp5TU.ZBEONiF 1.2 $LT FENCE6NO11NfENDEDTOtPEATCIXJCEMMTEDFLP 9 NCR I5INIENOFOTOTRFAT 5U83iNJIlALM101MTb CFOVEd.NDiLYf. ANYCONCENFRAIEOFLOW MOST BE CONJEYED niRWOXTNE pL1WOE SVSIEYTOn $EDINENTTMPOPppp, z uevDHAxoevSrALUTIDIisoecweAnoxs 2 THE GEOTEX1lE LEHI MOSTMET THE BTAHJPRO LIBTEO BEllON Ad THEN FACTVRERBFABIM:SOEFAGHl W TBE N NYC ON9TE U 71nnsll p. 22'. BTANOFROSTPENGTIFA9WC REOWRES WIREBACMN3 TOINCREASEME6rHEX0T11CKT1E iEK'k.WRE CAEJteWMELMERN4T HEHET. 1BE REGLiEn FOILEYiRASI%EY.SMFABHM. La HIOPEiFpXN W.HPNISASYW1f%iEHFFNCE 2&. 1ERETHE FENCE 191NSTALtEOTME SLOPE 9H9LLNOi BE9SEEPER iIUN'MIV 26 IIF`ATYNIGLSV FENCEIS I$ EO. THE EIAIN RVI%1THIN11 MAY NOr. RETUCEOAS L.M MEOOTIOM 8 fN] EITHEEIIFEHGE IS WfLL BVPoE0AN05ECVHSWAMENCH TINYSYABILIiESYHEfENEe ANp OOESMRaubw WATERTO BW0.55W VNp92WNE TNESIt! FFNEE. 3 uAl"'. EE.A... 11. AHY OAMApE 9NNLBEREPNRPMIECKTELY. ITLSIMPIk1.1 QEHECH IHEUVIMLTSIDE WOHEF[NCE FIXt$K..45 Q'IIIGiGNCECLGiO DiOA SEpINEIRI.V ORiWltIN30.YDAC111MASAB.ViMEH TOFLIX4 A`0 IIII& ETT' stbi. i, INO GiFNNEL11A1LM1 OF FECIYS PAMLLEL iOTNE FENCEIf IHISOCCUiB, RERACE IIiEFEHCECR RJAJVEDIME 1MP11, EdME.NO.HEMOVED VMENSEOMEMM6INCHE$19GH 16 IF iNE FILTER FA9PS(GEOTEXIILE)NAS OEIEPbMTED OU'c iOOLMPNgEi BREN(DOWN, R514LLLBE PER.IEB. PUBLIC WORKS SILT PENCE no. PLN - 214.00 I• EPARTMENT MARCH 2006 SILTATION FENCE SCALE: NTS J Date Plotted: 4/18/2013 12:12:59 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A1.00 — WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\114770600 By: SCALE- NTS V9WtlN 65H..WAY.Yn „®IR MOi! MAY C uBRiUCTED BY &`tCAYAT W N OR Wf &IILONGA EEiWA isPUBLIC WORKS SEDIMENT TRAP STD. PLN - 211.00 DEPARTMENT MARCH 2008 — I SEDIMENT TRAP SCALE: NTS O NOTE PROVIDE HYDROSEEDING 2 2 INSIDE DITCH 1r INTERCEPTOR DITCH SCALE. NTS CITY OF ENTON Approved by' IV Date: !3 Approved by: 1 Ahs-- Date: ±`2.5 Z 3 Approved by: Date: Approved by: Date: R-365134 Qc J Xi( I m:xnr \ W ourFLar s o+ Jn2 Mir - zd 1 0 wm iR ramwwn ly LL aXrll IbaFO¢b A1CM10 icC" T u. Ow d FILRNFPERY TENO.N6 Q a ®INW. OteY[L-/ CW{6.0lQTOMMTf V9WtlN 65H..WAY.Yn „®IR MOi! MAY C uBRiUCTED BY &`tCAYAT W N OR Wf &IILONGA EEiWA isPUBLIC WORKS SEDIMENT TRAP STD. PLN - 211.00 DEPARTMENT MARCH 2008 — I SEDIMENT TRAP SCALE: NTS O NOTE PROVIDE HYDROSEEDING 2 2 INSIDE DITCH 1r INTERCEPTOR DITCH SCALE. NTS CITY OF ENTON Approved by' IV Date: !3 Approved by: 1 Ahs-- Date: ±`2.5 Z 3 Approved by: Date: Approved by: Date: R-365134 Know. wbars below. Call before you 0. U m am3w 0VUwF Qc J Xi( F W r1/v s o+ Jn2 Mir - zd ow 0 iR LL M QeD d' d. Know. wbars below. Call before you 0. U m am3w 0VUwF DATE 10X5.12 BORA xo. ita'7 CADD FILE: 114'OC6WDWG SHEETTITLE TESC DETAILS BCRA SHEET C6.00 PERMIT SET t t F W r1/v J o+ Jn2LL1 ow a iR LL M QeD Ow d DATE 10X5.12 BORA xo. ita'7 CADD FILE: 114'OC6WDWG SHEETTITLE TESC DETAILS BCRA SHEET C6.00 PERMIT SET t t W J W ow Ow d Q a U) 2 Z Z S 0O D o V Z r 0 U y m a3U v% 0 Q. Q 1z X DMWN. JMLIJFR DESIGNED: KJCIJFR REVIEWED: JJG DATE 10X5.12 BORA xo. ita'7 CADD FILE: 114'OC6WDWG SHEETTITLE TESC DETAILS BCRA SHEET C6.00 PERMIT SET t t w 1.9 a] 0 E F G m J 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 A PORTION OF SW 14, NW 14 SEC. 19, TWP. 23 N., RGE. 5 E., W.M. 1 1/4' CRUSHED SURFACING CITY OF RENTON, KING COUNTY, WASHINGTON BASE COURSE CONFORMING TO NOTES: WIDTH - SEE PLANS WSDOT 9-03(9)3 1. DEPTHS INDICATED ARE COMPACTED THICKNESS. R1/2" (TYP.) ASPHALT CONCRETE PAVEMENT, 2. ALL ASPHALT BASE COURSES INCLUDING HMA CLASS 1/2' PG 64-22 PER SUBGRADE AND BASE MATERIAL) SHALL BE WSDOT 9-03.8(6) AND 5-04 iv COMPACTED TO 95% MAXIMUM DRY DENSITY TACK COATPERASTMD-1557. IF COMPACTION IS NOT MET, EXCAVATE AND REPLACE WITH 6'GRAVEL BASE 4-02. GRAVEL a BASES SHALL BE PER INCREAS DT AS REQUIRED ASPHALT \ 4 • \ \\/\ r TO ACHIEVE A FIRMRM AND UNYIELDINGCONCRETE SUBGRADE. \ /\ ` e h \\j CONCRETE SIDEWALK000003. ASPHALT CONCRETE PAVEMENT SHALL BE ,\ \ r CRUSHD SURFACING TOP w COMPACTED TO AT LEAST 92% OF THE RICE COURSE PER WSDOT 9-03.9(3) 0 0 0 4. CONTRACTOR MAY SUBMIT SUBGRADE ATB CRUSHED SURFACING TOP g" COURSE PER WSDOT OPTIONS FOR REWEW PER ON -SETT 9.03.9(3) COMPACT SUBGRADE GEOTECH ENGINEERS RECOMMENDATIONS. TO 95% OF MAXIMUM GEOTEJOILE FABRIC DRY nENsrrr STABILIZED WMWE GRANULAR FILL SUBBASE ASPHALT PAVEMENT -STANDARD DUTY n INTEGRAL CURB n 4 1 r_ • SCALE: NTS 2 CONCRETE, PER WSDOT 8-14 Y CRUSHED SURFACING TO COURSE PER WSDOT '' 9-03.9(3) e. •• a hm. 1. DEPTHS SHOWN ARE COMPACTED THICKNESS. 2. SUBBASE SHALL BE COMPACTED TO AT LEAST 95% MAX DRY DENSITY. ON-SITE CONCRETE SIDEWALK SCALE: NTS MATCH SLOPE OF ROADWAY CEMENT CONCRETE CURB PER WSDOT 8-04 1?1 0.4' Lj 0t V-6' CURB AND GUTTER n T SCALE: NES TACK COAT PAVEMENT SECTION PER PLANS SCALE: NTS 1/2,. •.Itis vJ r r r r ERnua'" C ///i//i /i PER PLAN ee D e CEMENT CONCRETE v/- CURB PER WSDOT 8-04 ADJACENT TO LANDSCAPE VERTICAL CURB SCALE: NTS 3/8' SAWED OR HAND TOOLED KERF CEMENT ONCRETE SIDEWALK e 4" MIN. CONCRETE FLARED SIDE - NOTE: CURB AND GUTTER TO BE POURED SEPARATE FROM ADA RAMP TYP..SPECIFICATIONS\i IiIBACKOFCURB50 6.61 25 CUNIT SIZE 1 1 1 I FRONT OF CURB rwWHEREz M=(9 - OF 4 AVAILABLE IN 9 STANDARD ROLL SIZES 1 SHOWN ON PLANSF1•MMMMMMM • ' PSI 3/8' EXPANSION JOINT, .. Qj1..j Qj1Qj.1j1Q .Ij STRENGTH FULL DEPTH . j,j.i.j.j ,i, it DETECTABLE, RAMP, 12H:1V MAX SLOPE, FULL 1 rte. Ij ij ii ij i. :` '`GRASSFAVE2 SQUARES ADJACENT GRASSPAVE2 SQUARES SEE ENLARGEMENT BELOWI111BELOW RING jL it •s r RINGS FILLED WITH CONCRETE1 CLEAN, SHARP SAND) COMPACTED SANDY GRAVEL•II BASE 1/2- EXPANSION JOINT,• J ,y• 1-• J it f. MODIFIED PROCTOR DENSITY FULL DEPTH If – 6 INCHES COMPACTED 1 SECTION 1• / \ ••I\ 6 MMACCESSIBLECURBRAMPWITHFLARESABOVETOPOFRING i• WSDOT STANDARD PLAN 1 1 n i i ib LANDSCAPING, REFER BACK OF CURB n —&EMB TO FILL TO LANDSCAPING PLANS ffl11• ,,,—FRONT OF CURB 3d.:...-0c•tl.v::.::.n41 it SANDY GRAVEL COURSEPLANTINGINFO. -N ENLARGEMENT BASE r NOTE -1 LANDSCAPE PLANS FOR - CEMENT SIDEWALK • CONCRETE... • • • VARIES REFER TYPICAL GRASSPAVE2 DETAIL MAINTAIN FULL CURB HEIGHT WHERE ADJACENT TO LANDSCAPING Li Q NK01 Q. 6 SIDE 5' MAX. w (6'H DO OC BOLLARD L 7 1 SCALE: NTS _ SEAL WITH AN APPROVED SEALANT. A BOND BREAKING MATERIAL IS TO BE PROVIDED BETWEEN THE JOINT FILLER ANDSEAL PROVIDE EXPANSION JOINT 10MM EXPANSION WHERE PAVEMENT ADJOINS BUILDING, CURB, OR OTHER JOINT (TYP•) STRUCTURE JOIM FILLER SEE PAVEMENT) SECTION ON-SITE SIDEWALK EXPANSION JOINT Date Plotted: 4/18/2013 12:13:07 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A1.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\11477C601-02 By: SCALE: NTS TO PIAN 2 t CHOOSE THIS PRODUCT FOR REWORDING GRASS •rumG SMACES NhsibTle SCALE SCALE: NTS L 1 1/4" CRUSHED SURFACING by: Date: _ BASE COURSE CONFORMING TO 1600 Jackson St., Ste. 310 T WSDOT 9-03(9)3 by: NOTES: Structures Inc. GPDET.DWGt GOLDEN, COLORADO 80401 1. DEPTHS INDICATED ARE COMPACTED ASPHALT CONCRETE PAVEMENTTHICKNESS. 7• DETECTABLE WARNING PATTERN HMA CLASS 1/2' PG 64-22 Pb;R 800-233-1510 OR 303-233-8383 2. ALL ASPHALT BASE COURSES INCLUDING WSDOT 9-03.8(6) AND 5-04 SUBGRADE AND BASE MATERIAL) SHALL BE FAX: 800-233-1522 OR 303-233-828 wwwQctures.co170/05 m COMPACTED TO 95% MAXIMUM DRY DENSITY LQ r W PER ASTM D-1557. IF COMPACTION IS NOT MET, EXCAVATE AND REPLACE WITH 0 6"GRAVEL BASE PER WSDOT 4-02. GRAVEL rev. BASE SHALT. BE INCREASED AS REQUIRED wACCESSIBLECURBRAMP TO ACHIEVE A FIRM AND UNYIELDING 0 0 0 0 o SUBGRADE. Z Z S PER WSDOT STANDARD PLAN F-40.16-01 tw 3. ASPHALT CONCRETE PAVEMENT SHALL BE 1 O w COMPACTED TO AT LEAST 92% OF THE RICE 0 0 0 o DENSITY. 4. CONTRACTOR MAY SUBMIT SUBGRADE ATB RAMP, 12H:1V MAX SLOPE, OPTIONS FOR REVIEW PER ON-SITE GEOTECH ENGINEERS RECOMMENDATIONS. SCALE; NTS 6'H) GEOTEXBLE FABRIC STABILIZED SUBGRADE li GRANULAR FILL SUBBASE ASPHALT PAVEMENT - HEAVY DUTY SCALE: NTS 2 CONCRETE, PER WSDOT 8-14 Y CRUSHED SURFACING TO COURSE PER WSDOT '' 9-03.9(3) e. •• a hm. 1. DEPTHS SHOWN ARE COMPACTED THICKNESS. 2. SUBBASE SHALL BE COMPACTED TO AT LEAST 95% MAX DRY DENSITY. ON-SITE CONCRETE SIDEWALK SCALE: NTS MATCH SLOPE OF ROADWAY CEMENT CONCRETE CURB PER WSDOT 8-04 1?1 0.4' Lj 0t V-6' CURB AND GUTTER n T SCALE: NES TACK COAT PAVEMENT SECTION PER PLANS SCALE: NTS 1/2,. •.Itis vJ r r r r ERnua'" C ///i//i /i PER PLAN ee D e CEMENT CONCRETE v/- CURB PER WSDOT 8-04 ADJACENT TO LANDSCAPE VERTICAL CURB SCALE: NTS 3/8' SAWED OR HAND TOOLED KERF CEMENT ONCRETE SIDEWALK e 4" MIN. CONCRETE FLARED SIDE - NOTE: CURB AND GUTTER TO BE POURED SEPARATE FROM ADA RAMP TYP..SPECIFICATIONS\i IiIBACKOFCURB50 6.61 25 CUNIT SIZE 1 1 1 I FRONT OF CURB rwWHEREz M=(9 - OF 4 AVAILABLE IN 9 STANDARD ROLL SIZES 1 SHOWN ON PLANSF1•MMMMMMM • ' PSI 3/8' EXPANSION JOINT, .. Qj1..j Qj1Qj.1j1Q .Ij STRENGTH FULL DEPTH . j,j.i.j.j ,i, it DETECTABLE, RAMP, 12H:1V MAX SLOPE, FULL 1 rte. Ij ij ii ij i. :` '`GRASSFAVE2 SQUARES ADJACENT GRASSPAVE2 SQUARES SEE ENLARGEMENT BELOWI111BELOW RING jL it •s r RINGS FILLED WITH CONCRETE1 CLEAN, SHARP SAND) COMPACTED SANDY GRAVEL•II BASE 1/2- EXPANSION JOINT,• J ,y• 1-• J it f. MODIFIED PROCTOR DENSITY FULL DEPTH If – 6 INCHES COMPACTED 1 SECTION 1• / \ ••I\ 6 MMACCESSIBLECURBRAMPWITHFLARESABOVETOPOFRING i• WSDOT STANDARD PLAN 1 1 n i i ib LANDSCAPING, REFER BACK OF CURB n —&EMB TO FILL TO LANDSCAPING PLANS ffl11• ,,,—FRONT OF CURB 3d.:...-0c•tl.v::.::.n41 it SANDY GRAVEL COURSEPLANTINGINFO. -N ENLARGEMENT BASE r NOTE -1 LANDSCAPE PLANS FOR - CEMENT SIDEWALK • CONCRETE... • • • VARIES REFER TYPICAL GRASSPAVE2 DETAIL MAINTAIN FULL CURB HEIGHT WHERE ADJACENT TO LANDSCAPING Li Q NK01 Q. 6 SIDE 5' MAX. w (6'H DO OC BOLLARD L 7 1 SCALE: NTS _ SEAL WITH AN APPROVED SEALANT. A BOND BREAKING MATERIAL IS TO BE PROVIDED BETWEEN THE JOINT FILLER ANDSEAL PROVIDE EXPANSION JOINT 10MM EXPANSION WHERE PAVEMENT ADJOINS BUILDING, CURB, OR OTHER JOINT (TYP•) STRUCTURE JOIM FILLER SEE PAVEMENT) SECTION ON-SITE SIDEWALK EXPANSION JOINT Date Plotted: 4/18/2013 12:13:07 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A1.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\11477C601-02 By: SCALE: NTS TO PIAN 2 t CHOOSE THIS PRODUCT FOR REWORDING GRASS •rumG SMACES NhsibTle SCALE T l__ CITY OF RENTON by: Date: _ by: 1600 Jackson St., Ste. 310 T Date: _ by: RAMP, 12H:1V MAX SLOPE, Structures Inc. GPDET.DWGt GOLDEN, COLORADO 80401 N W 7• DETECTABLE WARNING PATTERN 800-233-1510 OR 303-233-8383 FULL WIDTH OF SIDEWALK FAX: 800-233-1522 OR 303-233-828 wwwQctures.co170/05 m N LQ r W rev. w wACCESSIBLECURBRAMPGRASSPAVE2DETAIL0 Z Z S PER WSDOT STANDARD PLAN F-40.16-01 1 O w p SIDEWALK ORAMP, 12H:1V MAX SLOPE, SCALE; NTS 6'H) UP DETECTABLE WARNING PATTERN FULL WIDTH OF SIDEWALK 4.5' li QMAINTAINFULLCURBHEIGHTDWHEREADJACENTTOLANDSCAPINGQ MAINTAIN FULL CURB HEIGHT WHERE ADJACENT TO LANDSCAPING E2 1 FLUSH WITH ROADWAY I SURFACE DEPRESSED SIDEWALK PER WSDOT STANDARD PIAN F-40.12-01 ADA CURB RAMP SCALE: NTS CITY OF RENTON by: Date: _ by: Date: _ by: Date: _ by: Date: _ N LQ r W Z Z S WALK w p SIDEWALK 3000 6'H) UP li UP w 0 1.5' 1.5' 1.5' OQ 0 0 z K0_ Q K ANDING LEVEL VARIES " 7' I, I, 11TH PARKING LOT MAINTAIN FULL CURB HEIGHT WHERE ADJACENT TO LANDSCAPING E2 1 FLUSH WITH ROADWAY I SURFACE DEPRESSED SIDEWALK PER WSDOT STANDARD PIAN F-40.12-01 ADA CURB RAMP SECTION A CURB CUT R-365135 SCALE: NTS OMAN. .Ml/JFR DESIGN GGED: IUFR 2-4' RIVER ROCK NN ON PLANS. REVIEWED: .JG onre o.os.lz acRnxo. 'NP cADO TLE: 1477 6 1-0 An SHEET TIRE SITE AND SURFACING 11 DETAILS Know wbats below. Call before you I ffi3: 12- S7 S 0-`b 3 s7 Q BCM SHEET 06.01 PERMIT SET O y y0 z0z> za mh O q a ' a0 W nM v` a SCALE: NTS CITY OF RENTON by: Date: _ by: Date: _ by: Date: _ by: Date: _ SECTION A CURB CUT R-365135 SCALE: NTS OMAN. .Ml/JFR DESIGN GGED: IUFR 2-4' RIVER ROCK NN ON PLANS. REVIEWED: .JG onre o.os.lz acRnxo. 'NP cADO TLE: 1477 6 1-0 An SHEET TIRE SITE AND SURFACING 11 DETAILS Know wbats below. Call before you I ffi3: 12- S7 S 0-`b 3 s7 Q BCM SHEET 06.01 PERMIT SET O y y0 z0z> za mh O q a ' a0 W nM v` a LU 0 0 N LQ r W Z Z S 3000 0 1.5' 1.5' 1.5' OQ 0 0 z K0_ Q K SECTION A CURB CUT R-365135 SCALE: NTS OMAN. .Ml/JFR DESIGN GGED: IUFR 2-4' RIVER ROCK NN ON PLANS. REVIEWED: .JG onre o.os.lz acRnxo. 'NP cADO TLE: 1477 6 1-0 An SHEET TIRE SITE AND SURFACING 11 DETAILS Know wbats below. Call before you I ffi3: 12- S7 S 0-`b 3 s7 Q BCM SHEET 06.01 PERMIT SET O y y0 z0z> za mh O q a ' a0 W nM v` a i 0 0 E F W J 1 I 2 I 3 I 4 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 A PORTION OF SW J, NW j SEC. 19, TWP. 23 N., RGE. 5 E., W.M. ACCESSABLE CITY OF RENTON, KING COUNTY, WASHINGTON PARKING SIGNSEEDETAIL f CONCRETE DRIVEWAY ENTRANCE SCALE NTS saPE Rawcc - vAREs (EEE mxn:Acr, av svEOFeO s".ix " aE /aa.Ln+T smuK rvats -v-)" YE COIi1RACi 1/1 a ixnlr BU IIEV if MD CEYfNi RWOI£IE YDLWW. NNAtFxf V P1R6 CEMENT CONCRETE SIDEWAM n SHEET 2 of 3 e -r r a e a,eMe u.LVA. S4AFSIPo PJ"S wYOND euxs wI f u amAw:'0 E005-1 SP PAGE'. FCO5A saeE xnvu HEIGHT J VmACCESSIBLE awas- AM¢6 mA- ry6B4 ut w raAcn mgeS1J R RMI N E 0 81 r• mva n RMN O 0W CMENT CONCRETE. DRIVEWAY ENTRANCE TTPES. 1. E. 31 &. 4 MN,1 4 OP 6 ADOPTED m mr a. cxlox O I C.IIEIE SDEWAtk RE/'. P.S.I. CONCRETE DRIVEWAY ENTRANCE SCALE NTS saPE Rawcc - vAREs (EEE mxn:Acr, av svEOFeO s".ix " aE /aa.Ln+T smuK rvats -v-)" YE COIi1RACi 1/1 a ixnlr BU IIEV if MD CEYfNi RWOI£IE YDLWW. NNAtFxf V P1R6 CEMENT CONCRETE SIDEWAM n SHEET 2 of 3 e -r IA R1,o1 S4AFSIPo PJ"S wYOND euxs wI DWG. NAME: `005 SP PAGE E005-1 SP PAGE'. FCO5A 7/8' HEIGHT J VmACCESSIBLE D0/ mA- ry6B4 ut w raAcn mgeS1J R RMI N E 0 81 r• mva n RMN O 0W CMENT CONCRETE. DRIVEWAY ENTRANCE TTPES. 1. E. 31 &. 4 MN,1 4 OP 6 ADOPTED m mr a. cxlox V J' M1Tt . R,AGI I C.IIEIE SDEWAtk RE/'. P.S.I. BOf1Ea SPRIG T wvHI., DVC. NAME: F004-3 SP PAGE: F004;3IREaM43N.. CONCRETE DRIVEWAY ENTRANCE SCALE NTS saPE Rawcc - vAREs (EEE mxn:Acr, av svEOFeO s".ix " aE /aa.Ln+T smuK rvats -v-)" YE COIi1RACi 1/1 a ixnlr BU IIEV if MD CEYfNi RWOI£IE YDLWW. NNAtFxf V P1R6 CEMENT CONCRETE SIDEWAM CEMENT CONCRETE SIDEWALK 1 OF 3 SCALE: NTS wu.:s' s6EW.En, Ra-52--'rD-i,r V iQ a p1P.J COxB NOT i'N r — .. ze +a-vo DED._J EDGE OETAx JttxtAL1A CONDO, ( .11 111 MTrI gAARD EDGY mZ pMNCUG.. ARES 4E C1141CACG/ M Ef i1m SCE 6 NAY 6C AaKE4TnIXMT2Wf ]6 Awµt(ffEDE o 9D'WAI% I—Y rAW_ I i sLL CDRB t.rr u.rAA - m nOry DurenII,R C CFAu0 R 9 1 CJICeCT[. EMMx xCFE aaxDirve - SHEET t Or 3 SHEET 2 of 3 RE®vmx IA cRARDrS4AFSIPo PJ"S wYOND euxs LR G2 G/W DWG. NAME: `005 SP PAGE CEMENT CONCRETE SIDEWALK 1 OF 3 SCALE: NTS wu.:s' s6EW.En, Ra-52--'rD-i,r V iQ a p1P.J COxB NOT i'N r — .. ze +a-vo DED._J EDGE OETAx JttxtAL1A CONDO, ( .11 111 MTrI gAARD EDGY mZ pMNCUG.. ARES 4E C1141CACG/ M Ef i1m SCE 6 NAY 6C AaKE4TnIXMT2Wf ]6 Awµt(ffEDE o 9D'WAI% I—Y rAW_ I i sLL CDRB t.rr u.rAA - m nOry DurenII,R C CFAu0R 9 1 CJICeCT[. EMMx xCFE aaxDirve - Vwles 1. SHEET 2 of 3 N ENT 2 3/8' CgIiPEA4(° T:0 TSOWWNA ,SEE OEfAI:-j wYOND euxs sDEw u< Bsrce smm OVID NAME E005-1 SP PAGE'. FCO5A 7/8' HEIGHT J VmACCESSIBLE D0/ mA- ry6B4 ut w raAcn OFIJIGN E J) 81 r• mva n a/Ae IwT 0W GROUND/PAVING JL u m n`aortN I C.IIEIE SDEWAtk 3500 P.S.I. BOf1Ea SPRIG CEMENT CONCRETE SIDEWALK MIN. SHEET 2 of 3 A ADOPTED 2 3/8' MIR. wYOND euxs C m OVID NAME E005-1 SP PAGE'. FCO5A CEMENT CONCRETE SIDEWALK 2 OF 3 6" 1/t R 4' S •, NOTE: E%TEND SEEW4 TRANSVERSE Jgrv15 TO N"CDE RAISED EPS RMSED COOP DETAIL MALL OR BARRIER sIDeM+LK 1/A' P EMQLDED JgNT FILLER 4DEWALK ADJACENT TO "Al DETAIE 3/B- TD D UGH' RULERR E£%PAHSION JDINT SCALE: NTS SEE V 61 CONTRACTION_ FACE CF CURB JgxT F T/Y. 1' i9 fr R. l' e p iTCPCTOPROAGO x L NOTE. E%TEND BIOE'HALK TRAN5YcR5E E%PANSdJ JOINTS TO :N0.UOE CURB INW CEPTHI CURB FACE CETN_ 1/ I A• 3 I p v oe, L o 'a 1 0CDT Acna UGNT CEMENT CONCRETE SHIRWALH SWEET 3 Of 3 J) AAMORTED uTP RillfW 9SAWN0 W. DArzNVa CIVIC. NAME: '005-2 SP PAGE CEMENT CONCRETE SIDEWALK 3 OF 3 Date Plotted: 4/18/2013 12:13:13 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A7.00 — WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\114770601-02 By: r SCALE: NTS NOTES FLANDETECTABLEWARNINGPATTERNAREASHALL BE YELLOW AND IN COMPLIANCE WITH WSDOT STANDARD SPECIFICATION SECTION 8-14.3(3). THE DETECTABLE WARNING PATTERNS SHALL BE CONSTRUCTED WITH MANUFACTURED TRUNCATED DOMES. v C 94 n ELEVATION DETECTABLE WARNING SURFACE PER WSDOT STANDARD PLAN F-45.10-00 TRUNCATED DOME 41-6' TO EDGE OF STALL SCALE.' NTS OF STALL 4' -6 - TO EDGE OF STALL PAINTED SYMBOL WHITE TRAFFIC PAINT, MIN. 3' WIDE STRIPE PAINTED FIELD: BLUE TRAFFIC PAINT 3' SQUARE W/ 3' y RADIUS CORNERS NOTES go 1. REFER TO SITE PLAN FOR ACCESSIBLE PARKING STALL LOCATIONS. 2. SYMBOL SHALL CONFORM TO WAC EDGE OF STALL51-30, CHARTER 11 ACCESSABLE STALL PAINTED SYMBOL STOP SIGN WHITE LEGEND RED BACKGRCUND R1-1 30"X30" STOP" SIGN R.iS Approved by: Approved by: Approved by: Approved by: SCALE: NTS SCALE: NITS Date: Data: Date: Date: 4" WIDE PAINT STRIPING, O.C. AT ACCESSIBLE ST PAINTED SYMB SEE DETAI PARKING L STRIPI 0 0 E TRAFFIC 6 2' ao c 45' ALL OT 8' VAN IN MIN. MAX. A 15/8' 2 3/8' B 5/8" 1 1/2" C 7/16 3/4" D 7/8' 1 7/16' ELEVATION DETECTABLE WARNING SURFACE PER WSDOT STANDARD PLAN F-45.10-00 TRUNCATED DOME 41-6' TO EDGE OF STALL SCALE.' NTS OF STALL 4' -6 - TO EDGE OF STALL PAINTED SYMBOL WHITE TRAFFIC PAINT, MIN. 3' WIDE STRIPE PAINTED FIELD: BLUE TRAFFIC PAINT 3' SQUARE W/ 3' y RADIUS CORNERS NOTES go 1. REFER TO SITE PLAN FOR ACCESSIBLE PARKING STALL LOCATIONS. 2. SYMBOL SHALL CONFORM TO WAC EDGE OF STALL51-30, CHARTER 11 ACCESSABLE STALL PAINTED SYMBOL STOP SIGN WHITE LEGEND RED BACKGRCUND R1-1 30"X30" STOP" SIGN R.iS Approved by: Approved by: Approved by: Approved by: SCALE: NTS SCALE: NITS Date: Data: Date: Date: 4" WIDE PAINT STRIPING, O.C. AT ACCESSIBLE ST PAINTED SYMB SEE DETAI PARKING L STRIPI 0 0 E TRAFFIC 6 2' ao c 45' ALL OT 8' VAN IN 15 MIN. SEE PLAN MIN. NOTES: 1. SURFACE SLOPES SHALL NOT EXCEED 1/4'V TO VH IN ANY DIRECTION. 2. WIDTH OF STRIPED AREA IS 8' FOR VAN STALLS AND 5' FOR ALL OTHER ADA STALLS. VAN STALLS SHALL HAVE 8' STRIPED AREA ON RIGHT HAND SIDE. N ACCESSABLE PARKING STALL SCALE: NTS % r N 70 SQUARE INCH PAINTED METAL SIGN AT INTERIOR END OF PARKING SPACE PER WAC 51-30, SECTION 1107.3 WITH WHITE INTERNATIONAL SYMBOL OF ACCESSIBILITY ON 5 Z BLUE BACKGROUND. II 7 ylh zo 12 GA. — ONE SQUARE INCH PAINTED METAL SIGN AT INTERIOR END OF VAN ACCESSIBLE SPACE ONLY. STATE G PERM PARKING PFDREQUIRED 6 4hLuZj VDLu . MIN. HEIGHT J VmACCESSIBLE D0/ SLOPE 1(6P THEOTTOM OFIJIGN E J) 81 OR 5' OTHER 8' 0W GROUND/PAVING JL 15 MIN. SEE PLAN MIN. NOTES: 1. SURFACE SLOPES SHALL NOT EXCEED 1/4'V TO VH IN ANY DIRECTION. 2. WIDTH OF STRIPED AREA IS 8' FOR VAN STALLS AND 5' FOR ALL OTHER ADA STALLS. VAN STALLS SHALL HAVE 8' STRIPED AREA ON RIGHT HAND SIDE. N ACCESSABLE PARKING STALL SCALE: NTS % J.)1[.11al: 1. SEE SITE PLAN FOR ACCESSIBLE PARKING LOCATIONS 2. LOCATE SIGN AT END OF STALL AT CENTERUNE. IF POST MOUNTED, HEIGHT TO BE 60" ABOVE FINISHED GRADE (AFG) TO BOTTOM OF SIGN. IF WALL MOUNTED OR LOCATED IN PLANTER, HEIGHT TO BE 60' AFG TO BOTTOM OF SIGN. ACCESSABLE PARKING SIGN n SCALE: NTS o 12 GA. — ONE SQUARE INCH PAINTED METAL SIGN AT INTERIOR END OF VAN ACCESSIBLE SPACE ONLY. SIGNAGE OTHER THAN ACCESSIBLE PED XING, STOP, ETC.) r N 70 SQUARE INCH PAINTED METAL SIGN AT INTERIOR END OF PARKING SPACE PER WAC 51-30, SECTION 1107.3 WITH WHITE INTERNATIONAL SYMBOL OF ACCESSIBILITY ON 5 Z BLUE BACKGROUND. II 7 ylh zo 12 GA. — ONE SQUARE INCH PAINTED METAL SIGN AT INTERIOR END OF VAN ACCESSIBLE SPACE ONLY. STATE G PERM PARKING PFDREQUIRED 6 4hLuZj VDLu . MIN. HEIGHT J VmACCESSIBLE J.)1[.11al: 1. SEE SITE PLAN FOR ACCESSIBLE PARKING LOCATIONS 2. LOCATE SIGN AT END OF STALL AT CENTERUNE. IF POST MOUNTED, HEIGHT TO BE 60" ABOVE FINISHED GRADE (AFG) TO BOTTOM OF SIGN. IF WALL MOUNTED OR LOCATED IN PLANTER, HEIGHT TO BE 60' AFG TO BOTTOM OF SIGN. ACCESSABLE PARKING SIGN n SCALE: NTS o 12 GA. — ONE SQUARE INCH PAINTED METAL SIGN AT INTERIOR END OF VAN ACCESSIBLE SPACE ONLY. SIGNAGE OTHER THAN ACCESSIBLE PED XING, STOP, ETC.) Lr070)L r N TiO 5 y5: II Z zo Ill P, m NOTE: AV MIN. HEIGHT J D0/ SLOPE 1(6P THEOTTOM OFIJIGN E J) OF CONCkMST SHALL IIE 0W GROUND/PAVING JL 3500 P.S.I. P.C. CONCRETE Q Lu D 0) Lr070)L DRAWN'. JMUJFR DESIGNED'. KJCIJFR REIOMED: JJG DATE 10.05.12 BORANO. 1"CII CMD FILE 11477601424E SHEETTITLE SITE AND SURFACING DETAILS BCRA SHEET C6.02 PERMIT SET 1 1 r N TiO y5: zo Ill P, m M7 ap O J D0/ n> QLu J) v 1rre ti 0Ww 0 Q Lu 11Q w VJ 2 ZZ 00 0V ZV Q n 0 rn ma U U)?' u) O a Q N o Z of DRAWN'. JMUJFR DESIGNED'. KJCIJFR REIOMED: JJG DATE 10.05.12 BORANO. 1"CII CMD FILE 11477601424E SHEETTITLE SITE AND SURFACING DETAILS BCRA SHEET C6.02 PERMIT SET 1 1 N TiO y5: zo 1'& 6P, m M7 ap O C D0/ n> I\ D J v 1rre ti D 0 C 0 E F G W J 2 I 3 I 4 I 5 6 I 7 I 8 A PORTION OF SW J, NW j SEC. 19, TWP. 23 N., RGE. 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON PUBLIC WORKS DEPARTMENT BaCtHll mateag placed 1p US'hose Lryere aM compac4eb ms3xmmimlunaerely. A Melliva'Bm CrdnpndM (WBWTIAPWA) sameb apwAAwtlmal Plpe Slze Mim Nat. betweenbarrek r$cular plve coni., LCPE, CHER Nameter) iTW24" 92" 90"1096' dil 102"m 18a' 48' pipe -arch metal oNYAPan) 16'to.36' 1'.P 43'to 14T span l3 146'10 199' 48• By: 8- GEOTEXTLE FABRIC 8' 0.19 MIRAFI 140-N) 5 8' 48' 8'0.25 V. 0.25 6' 8' 60' p1546 N. 0.24 s m O.p. rentr 72' 12' 1 0.29 0.39 W 8' 12' 84' 12' 0.29 0.39 A 12P'40.oJJ unW d'Mry re 3i"l0. IIIefYenl camnrab BatlNneror„PIe.W41e i a fbxlgb %pb rvOTEe 0n Ti'v 1. PmvtlaR e,Jl pp n rAvrwrtds ozWC) L 2 H +N bmp tle h ,rA, a 4 G PaeteeON+q 1101. /$A mat.Ua'ISANOIw.tlYodpe, nv,a wmp u 4 G E.w 9e erd Pmperellan fTm'mA"In ewiLssy aectl rrne smnmm wS00T1ARWA ag.avta a..... areanraran r vench ;umw mo-arcnlw s +^k pAeOs. Try Flpe x1l e®fha Dual wag, wam. mm c 7bBmtlnW 1 dN 61mI hJIH1.[1 =ib'. yyr yy prd tva rmrchb dAl hdl brte la T3 kllllrg Gevrer esh.e,al+v E! entl»s'In lPaaaaF rvsamers sectl rm OO WdbotlAFwa ward spegArawxa ecepesa: 3:>o 1OG"'«IunFa larebrmenr avr»ulmalpedmnwor a lrba•a.ea rKwuru, angl mrm vsal MO W[kSl ma»tlg. o 8. Sea'Beagng MeteAel lat Flmtlb»PI{e.'maaArepY.az PUBLIC WORKS DEPARTMENT BaCtHll mateag placed 1p US'hose Lryere aM compac4eb ms3xmmimlunaerely. A Melliva'Bm CrdnpndM (WBWTIAPWA) sameb apwAAwtlmal Plpe Slze Mim Nat. betweenbarrek r$cular plve coni., LCPE, CHER Nameter) iTW24" 92" 90"1096' dil 102"m 18a' 48' pipe -arch metal oNYAPan) 16'to.36' 1T 43'to 14T span l3 146'10 199' 48• PIPE COMPACTION STD• PIAN - 220.00 DESIGN AND BACKFILL MARCH 2008 STORM TRENCH SECTION SCALE NTS STAMP WITH WORD STORM' A 1/2' WIDE,(J I 1/8' HIGH RAISED BORDER PLAN PROVIDE METALLIC LOCATE TAPE 1' ABOVE 12' PVC PIPE 10' FIBRE JOINT PACKING B 3/4' In SAME MATERIAL AS STORM OR SEWER PIPE a" a REDUCING WYE 12'x6' e OR 8'x6' FOR STORM L] T - 7 3/4' 8' 15' SECTION A -A CAST IRON RING AND COVER STORM DRAIN CLEANOUT STORM CONVEYANCE ELEVATION 45' BEND PLUG ce ROOF DRAIN (TW) OR TOPSOIL DO NOT CONNECT WITH FD LINE) = TO D CATCH BASIN DIAMETER EXTERIOR WALL BASE THICKNESS SCALE NTS aGGRANULAR INTEGRAL SEPARATE BACKFILL PER WSDOT 12:13:27 PM Filename: 1 X:\PROJECTS\CIVIL\11000\11477.Al.00 9-03.14(1) FLOOR SLAB DWGS\11477C603-606 By: 8- GEOTEXTLE FABRIC 8' 0.19 MIRAFI 140-N) 5 8' 48' 8'0.25 0.25 GRAVEL FOR DRAINSKFILLPERJ WSDOT 9-03.12(4) 6 DIAMETER PERFORATED PVC WITH PERFORATIONS DOWN FOOTING DRAIN n SCALE: NTS IED tib ro A of S'N 18' MIN. ONE 13 BAR HOOP FOR 6' TWO 13 BAR HOOPS FOR 12' V PRECAST BASE SECTION NOTES: 1. AS AN ACCEPTABLE ALTERNATE TO REBAR, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WIRE MESH SHALL NOT BE PLACED IN KNOCKOUTS. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20'. KNOCKOUTS SHALL HAVE A WAIL THICKNESS OF 2' MINIMUM TO 2.5' MAXIMUM. PROVIDE A 1.5' MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT SHALL BE 5'. 4. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO ADJUSTMENT SECTION. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR AND THE WALLS MAY BE SLOPED AT A RATE OF 1:24 OR STEEPER. 6. OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. CATCH BASIN TYPE I SCALE: NTS 10 48' 54' 60' 72' 84' 96' 11 12 13 r, 48', 54', 60' a •. e 7Y, 84', OR 96' i s w s .•'. • '•• STEPS OR e LADDER MORTAR• ' ` m ^ N Q FILLET ' ;•, 6' I • ........... . SEPARATE BASE CAST IN PLACE) GRAVEL BACKFILL FOR PIPE ZONE BEDDING 14 CATCH BASIN FRAME AND VANED GRATE OR MANHOLE RING AND COVER HANDHOLD RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION FLAT SLAB TOP TYP•) r REINFORCING STEEL t2 I INTEGRAL BASE . wPRECAST Q WITH RISER 2 0' RING SEPARATE BASE PRECAST) CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER WALL THICKNESS BASE THICKNESS SCALE NTS uBASE REINFORCING STEEL t0 /ft IN EACH DIRECTION INTEGRAL SEPARATE Date Plotted: 4/18/2013 12:13:27 PM Filename: 1 X:\PROJECTS\CIVIL\11000\11477.Al.00 36' WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\11477C603-606 By: tib ro A of S'N 18' MIN. ONE 13 BAR HOOP FOR 6' TWO 13 BAR HOOPS FOR 12' V PRECAST BASE SECTION NOTES: 1. AS AN ACCEPTABLE ALTERNATE TO REBAR, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WIRE MESH SHALL NOT BE PLACED IN KNOCKOUTS. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20'. KNOCKOUTS SHALL HAVE A WAIL THICKNESS OF 2' MINIMUM TO 2.5' MAXIMUM. PROVIDE A 1.5' MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT SHALL BE 5'. 4. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO ADJUSTMENT SECTION. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR AND THE WALLS MAY BE SLOPED AT A RATE OF 1:24 OR STEEPER. 6. OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. CATCH BASIN TYPE I SCALE: NTS 10 48' 54' 60' 72' 84' 96' 11 12 13 r, 48', 54', 60' a •. e 7Y, 84', OR 96' i s w s .•'. • '•• STEPS OR e LADDER MORTAR• ' ` m ^ N Q FILLET ' ;•, 6' I • ........... . SEPARATE BASE CAST IN PLACE) GRAVEL BACKFILL FOR PIPE ZONE BEDDING 14 CATCH BASIN FRAME AND VANED GRATE OR MANHOLE RING AND COVER HANDHOLD RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION FLAT SLAB TOP TYP•) r REINFORCING STEEL t2 I INTEGRAL BASE . wPRECAST Q WITH RISER 2 0' RING SEPARATE BASE PRECAST) CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER WALL THICKNESS BASE THICKNESS MAXIMUM KNOCKOUT SIZE Imum ISTBETWEEN KNOCKOUTS uBASE REINFORCING STEEL t0 /ft IN EACH DIRECTION INTEGRAL SEPARATE nan 4' 6' 36' 8' 0.15 0.23 4.5' 8- 42' 8' 0.19 0.19 5 8' 48' 8'0.25 0.25 6' 8' 60' 12' 0.24 0.35 8' 12' 72' 12' 1 0.29 0.39 W 8' 12' 84' 12' 0.29 0.39 NOTES 1. 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. 3. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO ADJUSTMENT SECTION. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' MINIMUM TO 2.5' MAXIMUM. PROVIDE A 1.5' MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STD. SPEC. 9-04.3. CATCH BASIN TYPE II CITY OF RENTON by: Date: by: f / Date: 21 L3 by: Date: bv: Date: SCALE: NTS R=365737 Cz' R - 15 Mow whars below. Call before you, 3GS 7/S 0 p S6 1 t nMWN: U) DESIGNED: KJOUFR REVIEWED: JJG DATE: m.05,12 w nan CMD FILE 11477=0 W J Q W W OjQ wN 0nozWC) I- W yz> mm cZZ E! OO 3:>o W I-^ o IQn1 v Q I O a3U o j) Q w r 2 a OfQ 10 z nMWN: JMJIFR DESIGNED: KJOUFR REVIEWED: JJG DATE: m.05,12 ecRA rvo. nan CMD FILE 11477=0 SHEETTIILE STORM DRAINAGE DETAILS BCRA SHEET C6.03 PERMIT SET 0 C C E F r J u 2 3 I. F10MMIC1.0 4'I TOP SLAB ACCESS / -/ `IS690.D. SEE FRAME AND J COVER DETAIL PLAN VIEW STANDARDOUTLETRISER FLOWNIT: DA SECTION A -A STORM FILTER STANDARD DETAIL OVERFLOW - 6' MIN. CLEAN-OUT GATE CATCH BASIN TYPE 2 - 54' DIAM SEE DETAIL THIS SHEET - CONTROL STRUCTURE Id SOLID ROUND LOCKING UD 2' MAX. 2' MIN. 0.00% 2' 1 . 2' MIN. 0.5' DEAD STORAGE 36'0 CMP A L 7 0 A PORTION OF SW 1, NW d SEC. 19, TWP. 23 N., RGE. 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON STORMFILTER DESIGN NOTES STORM FILTER TREATMENTGAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (7). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM T CARTRIDGES. 072' MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.5 CFS. IF THE SITE CONDITIONS EXCEED 1.5 CFS AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 27 IT LOW DROP RECOMMENDED HYDRAULIC DROP (H) 3.01 11 2.3' 11 SPECIFIC FLOW RATE (gpmis" 2 gpmlfl' 1 gPmIO' 29pMfl' 1 gpWM 2 gpWW 1 gpww CARTRIDGE FL OW RATE (gpm) 22.5 11.25 11 15 1 7.5 10 5 FRAME AND COVER DIAMETER VARIES) N.T.S. SITE SPECIFIC DATA REQUIREMENTS SURFACE' STRUCTUREID NNEEi61 WATER QUALITY FLOW RATE(ci8) I 0.091] PEAK FLOW RATE ,K 0.527 RETURN PERIOD OF PEN( FLOW ( m) 700- OF CARTRIDGES REQUIRED 6 CARTRIDGE FLOW RATE 5 MEDIA TYPE CSF, PERLITE, ZPG, BAC, PHS) IDB 15.60 (S) 15.60 (SW) PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE Na 18.16 DIP 8' INLET PIPE 112 OUTLET PIPE 1 15.85 1 PVC 1 8' RIM ELEVATION 20.95 ANTI -FLOTATION BALLAST WIDTH HEIGHT NOTESISPECIAL REQUIREMENTS: I. PER ENGINEER OF RECORD GENERAL NOTES 1. CONTECH TO PROVI DE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH ( I ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3, FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS. PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE, xwwwnlEUEEG.o 4. STORM FILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET PASHTO M306 LOAD RATING, ASSUMING GROUNDWATER ELEVATION AT. OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION 6. FILTER CARTRIDGES SHALL BE MEDIA FILLED,PASSIVE, SIPHON ACTUATED, RADIAL FLOW. AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7 -INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. 7, SPECIFIC FLOW RATE IS EQUAL TO THE FI LTER TREATMENT CAPACITY(gpm) DIVI DED BY THE FILTER CONTACT SURFACE AREA (sq X). INSTALLATION NOTES 1. ANY SERI BACKFILL DEPTH, ANDIOR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE LIFTING CLUTCHES PROVIDED). 3, CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET EISELE). 5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HOPE OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8INCHES, CONTRACTOR TO REMOVE THE B INCH OUTLET STUB AT MOLDED IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. 5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION RELATED EROSION RUNOFF. SOLID ROUND LOCKING FINISH SURFACE ELEVATION BOTTOM OF LIVE STORAGE ELEVATION TYPE 2 CATCH BASIN BOTTOM PIPE' SURFACE' DIAM' BOTTOM LIVE STORAGE' elev elev k elev(ft) 15.10 VARIES 4 15.60 DETENTION TANK DETAIL SCALE: NTS Date Plotted: 4/18/2013 12:13:35 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A7.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\11477C603-606 By: SCALE: NTS 7 10 11 meEFlo waGAyp wiVjlnq WSW L'InN: T Hata wdaeak acw - whl alh[[rsscetlAed ELEOW R E T$- Bl aft 18OMETIaa 12 a min.aMeryeveqp}P eeNaNpasaNE - R6' nA untl J"AIImrqew x Wm Kvww.v L4ac wMlonlce Halewras apCNl[(I (nPIu A1tl h 4NI [wNNaHy3 NOTESI 1. Use a;YH*o m ora 54'Aemeter lYPe 2. tete, boob. 2. Outlet Capachy.. 100 Yyw deMopw Peek S 3. Mal Pans CortcslDn KoislAnc oAumSNorKialvanbadpartsPertarRe, GaNeW¢atl qPe paA3 W rave esWttll vratment 1. 4: Frsme antl laMerwslops Ntaele6'. A Ckarlall gate is Mcs fru.I I. 8. CHnYwan apace NtlearoL Aser.arrJ, C.Fm isC. mmola dewetauq. 5. If mesal aitlat pipe wmcear tomncent cwwe(e Alpe: outlet Pipaio,ave SmwNlt 0.0. equal to wmtee plpe LD. less j`: 6. PraA&elWast one 3' X A90 gage sappwl IIScFa[amHaed Lo mrrceU, L 7. Corals elbow resWmerru ,I lo,tsaryioprstod mhMom To oia tttaz. Jlst8. Locate a6dlbiW laddw.rvrgslnawctures uswl as xmsarote L4seM vAWla to allawaccosa wtrenwtpl baslnls flla6 Waiwalw. 13 Fa[ SECTION bA 14 RAN NEW STD: PLAN - 297.00 PUBLIC. WORKS FLOW RESTRICTOR DEPARTMENT OIL POLLUTION CONTROL TEE MARCH y008 15 OUTLET STRUCTURE N sH OUTLET PIPE ELEV. WELDED RESTRICTOR PLATE ORIFICE DIAMETER ELBOW RESTRICTOR ELEV. v , LC CB/12 041I_ OUTLET STRUCTURE INFORMATION DESIGNED: STRUCTURE ID INLET PIPE ELEV. OUTLET PIPE ELEV. WELDED RESTRICTOR PLATE ORIFICE DIAMETER ELBOW RESTRICTOR ELEV. ELBOW RESTRICTOR DIAMETER CB/12 15.81 (E,W) 15.81 (S) 0.89" 18.711 1.24" CBj18 15.60 (S) 15.60 (SW) 0.60" 18.10 0.50" DETENTION CONTROL STRUCTURE CITY OF RENTON b : Date: - ez by:Dater by: Date: by: Date: R-365138 1\- beloKnowwhat's W. Call before you, It DRAWN: JML/JFR DESIGNED: KJCEIR REVIEWED: JJG LL 6cRA No. non CADD FILE: W L1.) U) LLI 0 Q Q 1-_2 Z Z 00 F - o Z Q 0 m a3 0Lu a(0o L Q N° o z DRAWN: JML/JFR DESIGNED: KJCEIR REVIEWED: JJG DATE10.05.12 6cRA No. non CADD FILE: 114770Ew SHEETTITUE STORM DRAINAGE DETAILS BCM SHEET C6.04 PERMIT SET FJA C E F G H J 1 1 2 N- 20 10 0 20 SCALE 1 20 ON-SITE 3 1 4 D CB/10 5 1 6 7 A PORTION OF SW 14, NW 14 SEC. 19, TWP. 23 N., RGE. 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON mC CB 3 [ 762FEE] LJ 51. a N_ ryDES mml ROW t DEfaL 10 10 ® © 10 ® 10 © ® m © ® 11 10 O © t7 El © PP ON-SITE 1 15.31 1 15.81 1 18.31 1 19.31 1 19.81 1 23.00 20.50 18.31 15.81 1681 15.81 12" 1 15.81 1 16.81 1 15.81 1 12" 1 1581 1 W 15.31 1. ALL DESIGN SPECIFICATIONS FOR STORMTECH SC -740 CHAMBERS SHALL BE IN ACCORDANCE WITH THE STORMTECH DESIGN MANUAL 2. THE INSTALLATION OF STORMTECH SC -740 CHAMBERS SHALL BE IN ACCORDANCE WITH THE LATEST STORMTECH INSTALLATION INSTRUCTIONS 3. THE CONTRACTOR IS ADVISED TO REVIEW AND UNDERSTAND THE INSTALLATION INSTRUCTIONS PRIOR TO BEGINNING SYSTEM INSTALLTION. CALL 1-888.592-2694 OR VISIT W W W.STORMTECHOCOM TO RECIEVE A COPY OF THE LATEST STORMTECH INSTALLTION INSTRUCTIONS 4. CHAMBERS SHALL MEET THE DESIGN REQUIREMENTS AND LOAD FACTORS SPECIFIED IN SECTION 12.12 OF THE LATEST EDITION OF THE AASHTO _RFD BRIDGE DESIGN SPECIFICATIONS user. DTE aeow 0f PASH10 EDUCING I WOVFNGE01FX11F IWUTOR^ROW 00LLAM E°.nae exAMeFV NiFT rrovsti rmomrswoxwm ° NO w,E.wxe.E,EoxwowvrtmHOa.ra+P.nO arc¢ eMe• wwweowPuumsIImR,v ALL tt+wcn,ee 2 AY nnmrcomaE .rem ^* Ie orlc[[u5,0ia F T[ c[u[vrto 1 I [[ s[wxmo I061m 530 FLUM, u1 CHAMBERS - B5m UNDERGROUND STORMTECH FACILITY ASL3U1[_T M07F; REMOVAgL'F UpToRIdEO FU30WS OCRO =NbTppp OF Wiu12 '115106 Got TYNE z C-13 . D PART# 854 [I EnEnjINSTPIIED OF l TER , I SC740EPEWT 6' 150 mm OVERLAP NEXT CHAMBER HERE 18.50' 470 mm AYA_ a„yxy.re. _ 090T12SO4mmIACTUNI SC740EPEMB ROVER SMALL CORRUGATION) 10.90' 77 mm N/A 0.50' 13 mm BL%DROWIN 8' 200 mml THIS DIRECTION NOMINAL CHAMBER SPECIFICATIONS N/A SIZE (W x H x INSTALLED LENGTH) 51.0'x30.0% 85.4'[1295 mm x 762 mm X 2169 mm) CHAMBER STORAGE 45.9 CUBIC FEET (1.30 DO] 1163"[15 mm MINIMUM INSTALLED STORAGE 74.9 CUBIC FEET (2.12 m'1 13.40' 1340 mm WEIGHT 75166. [33.6 kg] STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH '6' STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH T PART# STUB A B C SC740EPEWT 6' 150 mm 10.90' 77 mm 18.50' 470 mm N/A SC740EPEMB 6' 150 mm 10.90' 77 mm N/A 0.50' 13 mm SC740EPEWT 8' 200 mml 12.20' J310 mm 16.50' 419 mm N/A SC740EPEMB 8' 200 mml 12.20' J310 mnR N/A 1163"[15 mm SC740EPEIOT 10' 250 mm 13.40' 1340 mm 14.50' 368 mm N/A SC740EPEIOB 10' 250 ORMI 13.40' 340 mm N/A 0.70' 18 mm SC740EPE12T 12' 309 mm 14.70' 1373 mrinj 12.50' 318 mm N/A SC740EPE12B 12' 300mm 14.70"(373 TETI N/A 1.20' 30 mm SC740EPE15T 15' 1375 mm 18.40'1467.ml 9.00' 1229 rnmI N/A SC740EPE156 15' 375 mm 18.40-1467 mm N/A 1.30' 33 IN SC740EPE18T 18' 450 mm 19.70' 15M mm 5.00' [127 mm N/A C740EPEI88 18' 450 mm IQ; 500 mm N/A 1.60' [41 mm 74= 4 EPE248 24_,M mm] 1 .5 ' [47 mm] NIA 1 ' 3 mm] ALL STUBS, EXCEPT FOR THE SC740EPE24SARG FLACEUATBOTTOM A A-] OF END COP SUCH THATTHE OUTSIDE DIAMETER OFTHE STUB IS FLUSH WITH THE BOTTOM OF THE END CAR. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT tE84B92-DS94. FORTH ESC740EPE24B THE 24' 1EW mmI MB LIES BELOW TIE BOITOM OF THE END CAPAPPROXIMATELY 175- [N4 mnI, BACKFILL B MATERIAL SHOULD BE REMOVED FROM BELOWTHEN-12 STUB 50 C < THAT THE FITTNG SITS LEVEL. ENE.. CIPSOiRGAEFREEIIANTO°CpiO niYFRm`FRaIF v xleTNrca DERCI A cw000sm.pAG.R SCALE: MTS 11 12 ACCEPTABLE FILL MATERIALS: STORMTECH SC -740 CHAMBER SYSTEMS M4TER UL LOUTgN DESCRIPTION AASITM03 COMPACTONCENSIY'REOUREMFNT REVIEWED: JUG DESIGNATION' ED AIMI OFFER 11FRIFURANE AER ExFA,xEn.m°ER OOF rya I N NAA. xEFF J xxWFx°FO,FAnM o uxemex,[ YER W DO r 011 ONNEFFE RO LL Q ee rTFOIAIIR M, 1 111 e°nuevor r x,[u[y[[wr e a.",.. NA I coxrnmroxxmnuo ro,ru.IR....E. x ..,.x x.e ,,.. F ui HINTORRA[mnwwen vy e,u+ANw OrNm[[Op, NrtWO maa°ex[m 1. NEFTE S,pxFxOu n S,A,F. Cvw.CINY,[o u.Guuaxp OWrS F[:Gnpv.OaW punov wTEwlsx„Exw¢ompeouoACTeO ny CVEa6x ARE MET FOR n u1[r,eUENOx Rs TnCOVPA.TOR SGT40 CHANGER CHAMBERS SHALL MEET ASTM F 261SO3 STANDARD SPECIFIUTCN FOR LYPROPYLENE IP P) CORRUGATED WALL STORMWATER COLLECTOR CHAMBERS'. S/P -Y P. mm -51 ma) CLEAR,CRUSHED, ANGUTARSTONE AASRTO BUSS CLASS 2 CATCH UFFEENE Sui90 Bvm OFB bx ExGWEER THEIN STALLED CHAMBER SYSTEM SHALL PROVIDE THE LOAD FACTORS SPECIFIED FOEOINTHESHTOLRBRIDGE DESIGN SPECIFICATIONS SECTION 12.12 FOR EARTH AND LIVE LOAOC, WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCE. GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES, a35% FINES. COMPACT IN 6' LIFTS TO 95% PROCTOR DENSITY . SEE THE TABLE OF ACCEPTABLE FILL MATERIALS fi'1152 mmI R RLFNSORNiUE4FOCATIS 2UNpq S E:HBa0REODU.B ENFOpsT DCxAE s1510II!^w051Ra ry52 mml 18' 96' MIN. 14.mI 124ml18 INMAX 1305 mmI MIN. pax Approved by: Date: 5 ED REVIEWED: JUG Date Plotted: 4/18/2013 12:13:43 PM Filename: X:\PROJECTS\CINL\11000\11477.A1.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\114770603-606 By: -- ED AIMI OFFER 11FRIFURANE AER ExFA,xEn.m°ER OOF rya I N NAA. EU J xxWFx°FO,FAnM A`uN° NwO EE uE PF LEDERIANANORux Part u FREE oxro[RPE G4LGIY1 CITY 9F RENTON by: Date: Z /3 by: ' /Ua 41 Date:, by: Date: 13 R-365139 14 15 Know whars below Call before you dig. RG0' mUm N 300 U V0 F Approved by: Date: 5 ED REVIEWED: JUG Date Plotted: 4/18/2013 12:13:43 PM Filename: X:\PROJECTS\CINL\11000\11477.A1.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\114770603-606 By: -- ED BORANO. ORm 14 15 Know whars below Call before you dig. RG0' mUm N 300 U V0 F 0 SEDOF U) DESIGNED: 5 ED REVIEWED: JUG w ED BORANO. ORm CAI FILE: W OOF rya I N mhJ: C EU J J o hC W DO r 011 V RO LL Q M, 1 111 N ONr 0 SEDOF DRAWN: U) DESIGNED: K,CUFR REVIEWED: JUG w 10.05.12 BORANO. 1167T CAI FILE: W OOF rya T mhJ: C J o hC Q W DO r 011l=1 N 1 Q 111 O Q ui Lu U) ZZ a 00 3 gr ZV m 00 m U U) y^/ I=- O zOO a Q VJ Q 0 Z of DRAWN: JMLUFR DESIGNED: K,CUFR REVIEWED: JUG DATE 10.05.12 BORANO. 1167T CAI FILE: 116770540 SHEETTIFLE STORM DRAINAGE DETAILS BCRA EE-IONAk.-REFFITIMPROARIER SHEET C6.05 PERMIT SET t t N z lyJO jy0 zNOOF rya T mhJ: C o hC DO r 011l=1 N 1 w C rn E F C 2 I 3 I 4 I 5 6 I 7 I 8 A PORTION OF SW J, NW d SEC. 19, TWP. 23 N., RGE. 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON Ri er MATERIALS' 1 5° Concrete Pipe Division STC 4501 Precast Concrete Stormceptor 450 U.S. Gallon Capacity) Cover and Grate Grade Adjusters To Suit Finished Grade 4"0 PVC Pipe Min.15° High Ill Cap Outlet 4 TZ-io Inlet 4°0 Oudet Down Pipe Riser Pipe Removable) 48"0 Section Thru Chamber Varies To Match Grade Stormceptor Insert See Note 2 If Required 4"0 Oil Port JOutlet JI Riser Pipe 8" L4nsed Tee Here Tee Opening to Face Side Wall) T1... TT'. Notes: 1. The Use Of Flexible Connection is Recommended at The Inlet and Outlet Where Applicable. 2. The Cover Should be Positioned Over The Inlet Drop Pipe and The Oil Port. 3. The Stormeeptor System is protected by one or more of the following U.S. Patents: #4985148, 5498331,#5725760,#5753115,#5849181,#6068765,#6371690. 4. Contact a Concrete Pipe Division representative for further details not listed on this drawing. STORMCEPTOR DETAIL 1I WIDTH VARIES REFER TO GRADING PLAN 3 11" 11... BIIORETENHON SOIL MIX SWILL BE 40% COMPOST AND 60% AGGREGATE BY VOLUME. PERMEABILITY RATE (ASTM D2434) SHALL BE 6 IN. HOUR. BOTTOM ELEV - 20.3' / F.ti V T. AOS 2 PEAc:...::::y..e.S.Y;...1+:+...).::',:':.:::Y.':.l :.vee':''. '. '.•':.. GRAVEL /COARSE SAND MIXTURE AS FOLLOWS: 30 MM PVC LINER.-.,`.E'-':I-.>`..`".°`'":`.:.`::«:.'% 100% PASSING 1/2 -INCH US STANDARD SIEVE, H 3° PEA GRAVEL / COURSE SAND MIXTURE (SFE NOTE 2) 80-100% PASSING 3/8 -INCH US STANDARD SIEVE, BIORETENRON SOIL MIX / 0-50% PASSING NO. 4 US STANDARD SIEVE, SEE NOTE 1) j / //// 0-4% PASSING NO. 8 S STANDARD SIEVE, 3° GRAVEL FILTER 0-2% PASSING NO. 200 US STANDARD SIEVE 6" SLOTTED PVC PIPE " BLANKET (SEE NOTE 3T 3. GRAVEL FILTER BLANKET SHALL BE WASHED AGGREGATE SEE NOTE 5) CONFORMING TO AASHTO NO. 57. SECTION A 4. REFER TO LANDSCAPE PLANS FOR BIORETENIFION CELL PLANTINGS. BEEHIVE GRATE LENGTH VARIES 12" MIN. 5. TIE SLOTTED PIPE INTO OVERFLOW CATCH BASIN IN 6" REFER TO GRADING PLAN REFER TO PLAN BIOREI'ENTION CELL orisAe J 6" SLOTTED PVC PIPE (SEE BIORETENTION CELL SECTION B NOTE 5) Date Plotted: 4/18/2013 12:13:50 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A1.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\114770603-606 By: 3 BOTTOM OF CELL ELEVATION = 20.3' 6" FRE &— BIORETENTION SOIL MIXTYPE1LCATCHBASIN DISCHARGES TO STORM SEE NOTE 1 VAULT) 9 I 10 I 11 I 12 I 13 I 14 s O yy0 z boy e w ropyC wwaVLL r a a.,.,.,,.... a.s'....., 9 I 10 I 11 I 12 I 13 I 14 A t VIEW 4" PLATE PA V e°n°v° °Oen° e4°B CRUSHED SURFACING BASE COURSE PER WSDOT SPEC. 9-03.9(3) SECTION A i 1 3/8° \` 3/4° \\\ 1/4- SCREW 1/8° \\ lz" D.C.. n RAISED P TTERN p'S 1/4°1 BAR DIAMONDI7\PLATE ANGLE p / I \ H3. BARS WELDED TO o i I \ANGLE ®18° O.C. i 1/4° RAISED PATTERN DIAMOND PLATE EXPANSION JOINT PER PER WSDOT 9-04.1(2) SIDEWALK ev 1 v°v°°v 4v IXPANSIDN JOINT neo°v e4v v °`b v° PER WSDOT 9-04.1(2) 1 12+ 6"X6" W2.9XW2.9 WELDED WIRE MESH SECTION B NOTE: ALL STEEL PLATES, STRUCTURAL STEEL AND FASTENERS SHALL BE HOT DIP GALVANIZED, UNLESS OTHERWISE SPECIFIED. SIDEWALK CUT AND PLATE n J , SCALE: NTS CITY OF RENTON Approved Date: Y: D Approved by: Date: Approved by: Date: SCALE: NTS 2 Approved by: Date: R-365140 Il36f1t III ,_ 15 o0 0, 0aNw o V s O yy0 z boy e w ropyC wwaVLL r a a.,.,.,,.... a.s'....., 00000}00•.00S A t VIEW 4" PLATE PA V e°n°v° °Oen° e4°B CRUSHED SURFACING BASE COURSE PER WSDOT SPEC. 9-03.9(3) SECTION A i 1 3/8° \` 3/4° \\\ 1/4- SCREW 1/8° \\ lz" D.C.. n RAISED P TTERN p'S 1/4°1 BAR DIAMONDI7\PLATE ANGLE p / I \ H3. BARS WELDED TO o i I \ANGLE ®18° O.C. i 1/4° RAISED PATTERN DIAMOND PLATE EXPANSION JOINT PER PER WSDOT 9-04.1(2) SIDEWALK ev 1 v°v°°v 4v IXPANSIDN JOINT neo°v e4v v °`b v° PER WSDOT 9-04.1(2) 1 12+ 6"X6" W2.9XW2.9 WELDED WIRE MESH SECTION B NOTE: ALL STEEL PLATES, STRUCTURAL STEEL AND FASTENERS SHALL BE HOT DIP GALVANIZED, UNLESS OTHERWISE SPECIFIED. SIDEWALK CUT AND PLATE n J , SCALE: NTS CITY OF RENTON Approved Date: Y: D Approved by: Date: Approved by: Date: SCALE: NTS 2 Approved by: Date: R-365140 Il36f1t III ,_ 15 o0 0, 0aNw o V s O yy0 z boy e w ropyC wwaVLL r a DATE 10.05.13 ecru No. nm GADO FILE: —11— SHEET s O yy0 z boy ropyC r JML/JFR DESIGNED: KJC/JFR REJIEWED: JJG Know what's @ OW. Call before you TIRE STORM DRAINAGE DETAILS SHEET 06.06 PERMIT SET 1 1 s O yy0 z boy ropyC r 411101 WAYrrrr— rrrrrr r rr 28 I RIGHT OF WAY PROPERTY LINE CONCRETE WALL 5N6v '?s A ofaRUtt UPPER PARKING AREA NORTH PLANT SCHEDULE TREES BOTANICAL NAME/ COMMON NAME CONT QTY DETAIL EXISTING TO BE REMOVED. NIA 80 DEMOLITION NOTES: 1. CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO DEMOLITION AND/OR START OF CONSTRUCTION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR INVESTIGATING THE EXTENT AND LOCATION OF UTILITIES AND SHALL BE RESPONSIBLE FOR PROTECTION AND RESTORATION OF THE SAME, AT HIS/HER EXPENSE IF DAMAGED AS A RESULT OF HIS/HER OPERATIONS. THE LOCATION OF UTILITIES DELINEATED ON THE PLANS ARE APPROXIMATE AND WERE OBTAINED FROM SOURCES BELIEVED TO BE RELIABLE. NO GUARANTEE IS EXPRESSED OR IMPLIED AS TO LOCATION, TYPE, OR EXTENT. 3. CONTRACTOR SHALL CALL WASHINGTON UTILITIES COORDINATING COUNCIL A MINIMUM OF TWO(2) DAYS PRIOR TO THE START OF CONSTRUCTION. 4. CONTRACTOR SHALL BE BE RESPONSIBLE FOR REPLACEMENT OF ANY EXISTING MATERIALS THAT ARE DAMAGED DURING CONSTRUCTION. 5. ALL VEGETATION SHALL BE STRIPPED PRIOR TO COMMENCEMENT OF EARTHWORK OPERATIONS. 6. ALL ITEMS INDICATED FOR REMOVAL SHALL BE LEGALLY DISPOSED OF OFF SITE. 7. STOCKPILE AND PROTECT TOPSOIL AS REQUIRED TO RESTORE DISTURBED LAWN AREAS. 8. COMPACT ONLY WITH SMOOTH DRUM ROLLER, DO NOT USE VIBRATORY ROLLER AND MINIIZE MOISTURE DURING COMPACTION. 9. STAGING AREAS AND ACCESS TO BE DETERMINED IN FIELD WITH PROJECT MANAGER. ALL LAWN AND PAVEMENT AREAS DISTURBED DURING CONSTRUCTION SHALL BE FULLY RESTORED 4" TOPSOIL, FINE GRADE, SEED AND MULCH.) BRIDGE ALL PAVEMENT CROSSINGS WITH 8" MIN. OF STONE. CC]IT/Y OF RENTON Approved by: 44kwW4l/1 Date: I 21 ft? Approved by: Date: Approved by: Date: Approved by: Date: R-365141 C\: k 3, 57 /c? as STATE OF WASHINGTONREGISTERED LANDSCAPE A(ieHRECT KMCWAlm LICENSE NO. IM EXPIRES ON 4AM14 TREEINVENTORY PLAN BCRA Z O ozm Q alo U n> n C 1 o CIOQ w LU ma J Q W 0 O W H C0 Z> O3 H0,zO r Z"g w Q2x3 W 10 m s 01.16.13 sa 11477 RE TREEINVENTORY PLAN BCRA L1.01 a ozm alo n> n C 1 o W IInn ma m pPRCE 1g2305go8 ,_-- , f- r 242304g025 1 IRRIGATION SCHEDULE SYMBOL DESCRIPTION QTY PRECIP PSI GPM Approved by: SHRUB AREA FOR DRIP EMITTERS - MEDIUM DENSITY 12,392 S.F. 0.45 Wh 25 58 Approved by: ONE OR MORE DRIP EMITTERS PER PLANT, WITH DRIP Approved by: TUBING EITHER ABOVE OR BELOW GRADE. 90% OR LESS Approved by: FOLIAGE COVERAGE OF THE PLANTED AREA. SYMBOL 1w 1=i SYMBOL 0IP 1 ,Ri PROPE'RIV LINE _ MANUFACTURER/MODEUDESCRIPTION OTY RAIN BIRD XCZ-LF-100-PRF 7 LOW FLOW DRIP CONTROL KIT, 1" LOW FLOW VALVE, 3/4" PRESSURE REGULATING RBY FILTER, AND 30PSI PRESSURE REGULATOR. 0.2GPM-5GPM. RAIN BIRD ARV075 10 3/4" AIR RELIEF VALVE, MADE OF QUALITY RUST -PROOF MATERIALS, WITH A 6.0" DRIP VALVE BOX (SEB 7X8 EMITTER BOX). USE WITH INSTALLATION BELOW SOIL. THE VALVE WILL ALLOW AIR TO ESCAPE THE PIPELINE, THUS PREVENTING WATER HAMMER OR BLOCKAGE. RAIN BIRD PEB-PRS-D 1" 1 1", 1-1/2-,2- PLASTIC INDUSTRIAL VALVES. LOW FLOW CONLOETE `+PALL OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH PRESSURE REGULATOR MODULE. UPPE PARKING BF FEBC08501^ 1 3 AR1 DOUBLE CHECK BACKFLOW PREVENTION, 112"TO 2" rrr LL rrr OI_ - C)© RAIN BIRD ESPBLXME WITH (01) ESPLXMSM4 1 rrr' = IS Q.-% 12 STATION COMMERCIAL CONTROLLER. MOUNTED ON A PLASTIC WALL MOUNT. PROPERTY LINE WATER METER 1" 1 ti IRRIGATION LATERAL LINE: PVC SCHEDULE 40 AND CLASS 315 85.7 L.F. PVC SCHEDULE 40 TO 1-1/2", PVC CLASS 315 SDR 13.5 pR.ii la FOR PIPES 2" AND LARGER. ONLY LATERAL TRANSITION PIPE SIZES 1"AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 314" IN SIZE. vJ ---'"" IRRIGATION MAINLINE: PVC SCHEDULE 40 720.1 L.F. IRRIGATION NOTES: V 1. THE CONTRACTOR IS TO INSTALL AN AUTOMATIC IRRIGATION SYSTEM THAT WILL PROVIDE 100% COVERAGE FOR ALL LANDSCAPED AREAS. OI VC rr—rr II 2. REFER TO SPECIFICATIONS AND DETAILS FOR INSTALLATION INSTRUCTIONS. FTE = 24.0 _ r r r r 3. MEET ALL APPLICABLE LOCAL AND MUNICIPAL CODES FOR WORK Atm NECESSARY IN IRRIGATION SYSTEM INSTALLATION. Ab 4. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, W _ AND USE/SALES TAXES APPLICABLE TO THIS PROJECT. r r r D ° rG -_ — —. l 6. VERIFY ALL SITE INFORMATION PRIOR TO CONSTRUCTION. NOTIFY CH ' 444 OWNERMNDSCAPE ARCHITECT OF ANY DISCREPANCIES FROM PREPARED IRRIGATION PLANS. 7. LOCATE ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO UNDERGROUND Y4': _ = 5 UTILITIES CAUSED BY INSTALLATION OF IRRIGATION SYSTEM. D1Ft ' z I '..-` .• r r _ r r ; rrr _ r (} „ y, LagC,w P4AN0 2U`-k 8. CONTRACTORISTOREFERTOANDCOORDINATEIRRIGATIONSYSTEM INSTALLATIONws VERIFY CcO LSI 5 (04805 BETWE NPIPING IAN LANDSCAPE MATERIAL, EDGING, ETC. TING LOCATIONS p PROEM 3340 9 LOCATION AND TAP NCOORDINATEON PLIWITH OWNER AND AS SCHEMATIC, ILL OTHER DISCIPLTRACTOR IS INES. 10. CONTRACTOR IS TO PROVIDE ALL NECESSARY PIPE, VALVES, ETC. DOWNSTREAM FROM POINT OF CONNECTION NOT INSTALLED BY OTHER DISCIPLINES. C _ 11. CONTRACTOR IS TO VERIFY AVAILABLE PRESSURE AND FLOW AT POINT OF CONNECTION PRIOR TO INSTALLATION OF IRRIGATION SYSTEM EQUIPMENT AND NOTIFY LANDSCAPE ARCHITECT WITH VERIFICATION FIGURES. FAILURE I 1 5340L.0 i'185 TO NOTIFY LANDSCAPE ARCHITECT WILL RESULT IN CONTRACTOR TAKING pARCE RESPONSIBILITY FOR ANY ALTERATIONS TO THE PLAN DUE TO VARIATIONS OF PRESSURE OR FLOW AT HIS/HER OWN RISK. 12. INSTALL MANUAL DRAIN VALVES AT ALL LOW _ POINTS TO ALLOW FOR SYSTEM WINTERIZATION. 13. CONTRACTOR TO COORDINATE INSTALLATION OF SLEEVING WITH BUILDING CONSTRUCTION AND INSTALLATION OF PAVING AND SIDEWALKS. ALL SLEEVING UNDER PAVED SURFACES SHOWN ON PLANS IS BY CONTRACTOR UNLESS OTHERWISE NOTED. ALL MAINLINES, LATERAL LINES, DRIP LINES AND CONTROL WIRES UNDER PAVED SURFACES ARE TO BE INSTALLED IN NORTH SLEEVING. INSTALL SLEEVING AS PER DETAIL AND SPECIFICATIONS. 14. ALL PIPING, PVC ELECTRICAL SLEEVES, ETC. UNDER PAVING SHALL BE INSTALLED PRIOR TO PAVING WORK. NO TEES, ELLS OR OTH R TURNS IN PIPING LL BE CATED UNDER PAVING SHOWN ONR=365742 SCHEDU EA 0 PPIPEO FORS A AN NONRESSUE EXCEPT LAERALFIE NE SPIPING INSTALLED UNDER PAVED AREAS. 15. CONTRACTOR IS TO PROVIDE ELECTRICAL POWER TO THE AUTOMATIC CONTROLLER. COORDINATE LOCATION WITH OWNER/LANDSCAPE ARCHITECT. 16. CONTRACTOR SHALL EXTEND SPARE CONTROL WIRES FROM EACH CONTROLLER TO THE END OF THE MAINLINE SERVING THAT CONTROLLER. It - SEE DETAILS AND SPECIFICATIONS FOR NUMBER OF SPARE WIRES AND INSTALLATION REQ tR TATE OF WASHINGTONREGISTERED LANDSCAPE ARCHITECT R. M M LICENSE NO. 1035 EXP5iE5 ON MB12014 w 01.16.13 an 11477 Cm RF L 17. CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: ALL TRENCHES TO BE PUDDLED AND COMPACTED TO THE SAME DENSITY PLAN INSTALLATION REQ tR TATE OF WASHINGTONREGISTERED LANDSCAPE ARCHITECT R. M M LICENSE NO. 1035 EXP5iE5 ON MB12014 w 01.16.13 an 11477 Cm RF L 17. INSTALL ALL MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE SCHEMATIC TEFLON TAPE OR TEFLON PIPE DOPE ON ALL MALE PIPE THREADS ON ALL IRRIGATION IRRIGATION SWING JOINT AND VALVE ASSEMBLIES. 18. ALL TRENCHES TO BE PUDDLED AND COMPACTED TO THE SAME DENSITY PLAN AS THE UNDISTURBED ADJACENT SOIL. 19. CONTRACTOR TO PERFORM IRRIGATION AUDIT FOR IRRIGATION ZONES AS PART OF FINAL IRRIGATION ACCEPTANCE. BCM 20. IT IS THE INTENT OF THIS DESIGN THAT ALL IRRIGATION EQUIPMENT BE INSTALLED IN LANDSCAPED AREAS AND WITHIN THE PROPERTY LIMITS. ANY EQUIPMENT SHOWN OUTSIDE OF T4ESE LIMITS IS SHOWN IN THAT LOCATION FOR GRAPHICAL CLARITY ONL' ALL VALVE BOXES SHALL BE INSTALLED A MINIMUM OF 2'1 FROM EDGE OF ANY PAVED SURFACES. AND A MINIMUM OF 3'-0" FROM THE CENTERLINE OF ANY DRAINAGE SWALES. L2.01 1 t P v — Via+ 025 _— CDx x RIGHTPJFWAY rv. s. PROP CD LINE W ST x o 1 S_, - MONUMENT SIGN+•'-- CONVEYANCE SWALE, .. SEE CIVILNG L Jxx O Cif J` x l J LL PROPERTY LINE ROCK WALL, SEE CIVIL j GRASSCRETE, r SEE CIVIL • r r r W xx" x _ tF H 01 x. e x 1 x%. FFE=24.0 I w 0 x 1 Q x •r`' 1 ,' x % x 4040 50480 x •:( 33 LLLLLLLL i — BIO -RETENTION CELL, SEE CIVIL I I-L ac1404 85 LANDSCAPE PLAN PLANT SCHEDULE TREES BOTANICAL NAME ACER RUBRUM AMELANCHIER ALNIFOLIA'PRINCESS DIANA' SINGLE -STEM CORNUS NUTTALLII OX CUPRESSOCYPARIS LEYLANDII SHRUBS BOTANICAL NAME v CALAMAGROSTIS X ACUTIFLORA'AVALANCHE' a CAREXOBNUPTA Q CAREX TESTACEA 0 CORNUS STOLONIFERA'KELSEYI' L GAULTHERIA SHALLON HEBE X'REO EDGE' O HELICTOTRICHON SEMPERVIRENS v MAHONIA NERVOSA MYRICA CALIFORNICA PAXISTIMAMYRSINITES 0 ROSA NUTKANA V VACCINIUM OVATUM GROUND COVERS BOTANICAL NAME ElARCTOSTAPHYLOS UVA-URSI EFRAGARIA CHILOENSIS CONT CAL CITY B & B 2"CAL 13 B & B 2"CAL 2 B & B 2"CAL 6 8'-10' HEIGHT 2 CONT CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: PLANT SCHEDULE TREES BOTANICAL NAME ACER RUBRUM AMELANCHIER ALNIFOLIA'PRINCESS DIANA' SINGLE -STEM CORNUS NUTTALLII OX CUPRESSOCYPARIS LEYLANDII SHRUBS BOTANICAL NAME v CALAMAGROSTIS X ACUTIFLORA'AVALANCHE' a CAREXOBNUPTA Q CAREX TESTACEA 0 CORNUS STOLONIFERA'KELSEYI' L GAULTHERIA SHALLON HEBE X'REO EDGE' O HELICTOTRICHON SEMPERVIRENS v MAHONIA NERVOSA MYRICA CALIFORNICA PAXISTIMAMYRSINITES 0 ROSA NUTKANA V VACCINIUM OVATUM GROUND COVERS BOTANICAL NAME ElARCTOSTAPHYLOS UVA-URSI EFRAGARIA CHILOENSIS CONT CAL CITY B & B 2"CAL 13 B & B 2"CAL 2 B & B 2"CAL 6 8'-10' HEIGHT 2 CONT CITY 5 GAL 8 1 GAL 11 5 GAL 18 5 GAL 61 5 GAL 187 5 GAL 62 5 GAL 16 5 GAL 71 5 GAL 15 5 GAL 57 5 GAL 70 5 GAL 18 CONT SPACING QTY 4"POT 24" o.c. 467 4"POT 24" o.c. 312 PARTHENOCISSUSTRICUSPIDATA'FENWAY PARK' FLAT 12* o.c. 391 THYMUS PSEUDOLANUGINOSUS 4"POT 12* o.c. 658 feet R=365743 SCALE: V= 20' ` / NORTH n M72 0 PLANTING NOTES: OyDD 1. LANDSCAPE CONTRACTOR SHALL LOCATE ALL TREES, SHRUBS AND COVERED ENTIRELY WITH MULCH. ALL PLANT MATERIALS SHALL BE INSTALLED PLANTING BEDS ACCORDING TO LOCATIONS SHOWN ON DRAWINGS. ALL PER THE PLAN DRAWINGS AND SPECIFICATIONS. PLANTING LOCATIONS SHALL BE SUBJECT TO REVIEW AND APPROVAL BY A) LANDSCAPE CONTRACTOR SHALL PROVIDE PLANT MATERIALS THAT LANDSCAPE ARCHITECT PRIOR TO THE START OF PLANTING OPERATIONS. COMPLY WITH THE REQUIREMENTS OF THE MOST RECENT ANSI Z 60.1 LANDSCAPE CONTRACTOR SHALL MAKE MODIFICATIONS IN LOCATIONS AS STANDARDS FOR NURSERY STOCK"' UNLESS OTHERWISE SPECIFIED. DIRECTED BY LANDSCAPE ARCHITECT. CALIPER OF B&B TREES SHALL BE TAKEN 6 INCHES ABOVE THE GROUND 2. THE PLANT SCHEDULE IS FOR CONTRACTOR'S CONVENIENCE ONLY, THE UP TO AND INCLUDING 4 INCH CALIPER SIZE, AND 12 INCHES ABOVE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING GROUND FOR LARGER SIZES. CONDITIONS AND REPORTING IN WRITING TO THE LANDSCAPE ARCHITECT B) PLANTING MAINTENANCE SHALL INCLUDE WATERING, WEEDING, ANY CONFLICTS RELATIVE TO IMPLEMENTATION OF THE LANDSCAPE CULTIVATING, RESETTING PLANTS TO PROPER GRADES OR POSITION, CONSTRUCTION DOCUMENTS. BCRA SHALL NOT ASSUME ANY ERRORS OR RE-ESTABLISHING SETTLED GRADES. HERBICIDE IS NOT RECOMMENDED OMISSIONS IN THE PLANT SCHEDULE LISTED HEREIN. THE PLANT SYMBOLS FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. SHOWN ON THE LANDSCAPE PLAN SHALL PREVAIL SHOULD THERE BE ANY C) PLANT MAINTENANCE SHALL INCLUDE THOSE OPERATIONS NECESSARY DISCREPANCIES IN QUANTITIES BETWEEN THE PLAN AND PLANT SCHEDULE. TO PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. 3. LANDSCAPE CONTRACTOR SHALL PROVIDE PLANT PROTECTION AND CONTRACTOR SHALL PROVIDE THIS WORK IN ADDITION TO SPECIFIC MAINTENANCE THROUGHOUT INSTALLATION AND UNTIL FINAL ACCEPTANCE WARRANTY/GUARANTEES. OF LANDSCAPE INSTALLATION AS FOLLOWS: 1. CONTRACTOR SHALL VERIFY AND MAINTAIN ALL SETBACKS, CLEAR ZONES A) ALL PLANT MATERIAL SHALL BE PROTECTED, FROM TIME OF DIGGING TO AND SIGHT TRIANGLES REQUIRED BY ALL LOCAL AND MUNICIPAL CODES TIME OF FINAL ACCEPTANCE, FROM INJURY, EXCESSIVE DRYING FROM WHERE APPLICABLE. WINDS, IMPROPER VENTILATION, OVER -WATERING, FREEZING, HIGH 2. LANDSCAPE CONTRACTOR SHALL ENSURE THAT THE LANDSCAPE TEMPERATURES, OR ANY OTHER CONDITION DAMAGING TO PLANTS. INSTALLATION IS COORDINATED WITH THE PLANS PREPARED BY OTHER B) PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY IF CONSULTANTS SO THAT THE PROPOSED GRADING, STORM DRAINAGE OR POSSIBLE. ALL PLANTS NOT PLANTED ON THE DAY OF DELIVERY SHALL OTHER PROPOSED CONSTRUCTION DOES NOT CONFLICT WITH NOR BE PLACED IN A TEMPORARY NURSERY AND KEPT MOIST, SHADED, AND PRECLUDE INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS AS PROTECTED FROM THE SUN AND WIND. EACH ROOTBALL SHALL BE DESIGNATED ON THIS PLAN. 1R STATE OF WASHINGTONREGISTERED LANDSCAPE ARCHITECT R. M°WAIN LICENSE NO. 1036 EXPIRES ON 4/612014 f m CONCEPTUAL LANDSCAPE PLAN BCRA L3.01 0 Oy DD0z o z U cN> O 0w rn Q rNyLL w Q w 0 w Q Z 03 r z 0 Z z w SWf0 i 3cf) v , W Q O O u FzWrc m f m CONCEPTUAL LANDSCAPE PLAN BCRA L3.01 S Oy DD0z o z cN> OCO 0w rn DWG INDF 77nE COMPANY /EGAI DESCRfP7O CHICAGO TITLE INSURANCE COMPANY ORDER NO. 001273210 DATED SEPTEMBER 26, 2008 AT 8:00 AM DESCRIPTION. INCLUSIVE,LOTS 6 THROUGH 16, BLOCK EARLINGTON GARDENS ADDITION TOTHE CITY OF SEATTLE, DIVISIONNO. 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 17OFPLATS, PAGE(S) 74, IN KING COUNTY, WASHINGTON. 1. PLAT OF EARLINGTON GARDENS ADDITION TO THE CITY OFSEATTLE, DIVISION NO. 1: VOL. 17 / PG; 74. 2. RECORD OF SURVEY 7905079003: VOL. 18 / PG. 53. 3. RECORD OF SURVEY 8403099002: VOL. 39 / PG. 110, 4. RECORD OF SURVEY 8509109018: VOL 46 / PG. 168. 5. RECORD OF SURVEY 9404079012: VOL 97 / PG. 222, 6. LOT LINE ADJUSTMENT LUA-02-105-LLA: VOL. 156 / PG. 177. 7. RECORD OF SURVEY 20000324900009: VOL. 136 / PG. 202. 77TLE REPORT SPMAI- E=EPM S E CHICAGO TITLE INSURANCE COMPANYORDERNO. 001273210 DATED SEPTEMBER 26, 2008 AT 8:00 AM 1. 8404300577: DECLARATION OF RESTRICTIVE COVENANT IMPOSINGSETBACKREQUIREMENTS, HEIGHT LIMITATIONS AND OTHER MATTERS, DUE TO EXPIRE ON DECEMBER 31, 2025. SETBACK REQUIREMENTSDEPICTEDHEREON. 2. 8407190743: DECLARATION ORESTRICTIVE REGARDING ROAD IMPROVEMENT. DUETO EXPIRE ON DECEMBER 31, 2025. NOTHING TO DEPICT HEREON. 3. 8708210843: CITY OF RENTON ORDINANCE NO. 3890 REGARDINGROADIMPROVEMENTSTHROUGHL.I.D. NO. 330. NOTHING TO DEPICTHEREON. 4.-5. TAX MATTERS. 6. UNRECORDED LEASEHOLDS NOTE. 7.-9. TITLE COMPANY NOTES. SURVE)DR'S NO c 1. BASIS OF BEARING FOR THIS SURVEY IS NAD 83/91, ASDETERMINEDFROMFIELDANDRECORDTIESTOCITYOFRENTONCONTROLPOINTNUMBERS912AND1895DEPICTEDHEREON. 2. THE FIELD PORTION OF THIS SURVEY WAS PERFORMED ONJANUARY7TH & 8TH, AND FEBRURARY 6, 2008. 3. CHICAGO TITLE INSURANCE COMPANY A.LT.A. COMMITMENT ORDERNUMBERWASRELIEDONFORTHEPROERTYLEGALDESCRIPTIONANDIALLENCUMBRANCESOFRECORD• NO FURTHERINVESTIGATIONOFRECORDEDORUNRECORDEDMATTERSWHICHMAYAFFECTTHESITEHASBEENPERFORMED. 4. NO CLEARLY DEFINED SITE ACCESS COULD BE DETERMINEDDURINGFIELDSURVEY, HOWEVER WEST SIDE OF PROPERTY MAYHAVEBEENUSEDINPAST. 5. THE SITE IS LOCATED IN ZONE "X" OF FEMA FLOOD INSURANCENUMBERRATEMAP D ON MAY 16, 1995, DE GNATEDAS * REAS DETERMINEDTOBEE OUTSIDE 500 YEARFLOODPLAIN". 6. THE SITE IS ZONED "(CA) COMMERCIAL ARTERIAL" ACCORDING TOCITYOFRENTONZONINGMAPADOPTEDMARCH19, 2007. PERRENTONMUNICIPALCODENO. 4-2-120A, RESTRICTIONS IN ZONE CAAREASFOLLOWS: FRONT YARD SETBACK: 10' MINIMUM* SIDE YARD SETBACK (ALONG STREET): 10' MINIMUM* SIDE YARD SETBACK (NO STREET): NONEREARYARDSETBACK: NONE LANDSCAPE WIDTH: 10' MINIMUM* MAXIMUM BUILDING HEIGHT: 50' MAXIMUM BUILDING LOT COVERAGE: 657** CLEAR VISION AREA: PER RENTON MUNICIPAL CODE NO. 4-11-030, "IN NO CASE SHALL A STRUCTURE OVER 42" INHEIGHTINTRUDEINTOTHE20' CLEAR VISION AREA" COMMERCIAL CORRIDOR BUSINESS DESIGNATION: PER RENTONMUNICIPALCODEN0. 4-3-040, THIS SITE IS WITHIN THERENTONAUTOMALLDISTRICT, SPECIFICALLY AUTOMALL AREAA" AND IS SUBJECT TO CONDITIONS SPECIFIED THEREIN. MAY BE REDUCED TO 0.0' THROUGH CITY OF RENTON SITEPLANDEVELOPMENTPROCESS. 75% IF UNDERGROUND OR PARKING GARAGE PLANNED. 7. RECORDS OF SURVEY (REF. 3 & 7) OF SUBJECT PROPERTY WEREEXAMINEDASPARTOFTHISSURVEY. NO SIGNIFICANT CONFLICTWITHREGARDTOBOUNDARYLOCATIONWASDISCOVEREDDURINGREVIEW. 8. THE CONCRETE WALL ALONG EAST SIDE OF PROPERTY DOES NOTENCROACHINTOSITE, BEING 0.4' EAST OF EAST PROPERTY LINE ATSOUTHENDOFWALLAND0.8' EAST OF EAST PROPERTY LINE ATNORTHEND. 9. E SITE 13 BARE WITH SCATTERED AVERAGING BETWEEN6" DEALDER 24" CALIPER NOCOTTONWOODTREESNOSTRCTURESEXISTONSITEASOFTHEDATEOFTHISSURVEY. 10. THE TOPOGRAPHIC FEATURES AND CONTOUR .INFORMATIONDEPICTEDHEREONAREACOMPILATIONOFDATAFROMTHEFARCOMPANYOFRENTON, WASHINGTON PROVIDED BY OWNER(S), RANDOM SAMPLING OF THAT DATA BY WHP PERSONNEL ONJANUARY7 & 8, 2008, AND FIELD INVESTIGATION ANDMEASUREMENTSMADEBYWHPPERSONNELONFEBRUARY 6, 2008. AN ANALYSIS OF THAT DATA DISCLOSED NO SIGNIFICANTDISCREPANCIESANDTHECONTOURINFORMATIONDEPICTED HEREONISCONSIDEREDACCURATE. A PORTION OF SW 1/4, NW 1/4 SEC. 19, TWP. 23 N. RGE. 5 E", W.M. CITY OF RENTON. KING COUNTY, WASHINGTON N 3SCALE 0 o 15 30 60 FEET ) 1 INCH = 30 FT FOUND BRASS DISK IN MON IN CASE, VISITED VICINITY MAP (NTS) - w 1 INE IvN FOUND IRE. 248 I 11 I I I I II I I I I I I I I I I I I I I Illi u SSMH NO. 13 (5319-170 C.O.R.)) 11 RIM ELEV. 20.0 I.L I.E 7.1 N. 12 I.E. 7.4 E, e" I.E. 7.6 S.. ,., FOUND 1/2' REBAR & CAP ILLEGIBLE O I 17 / PG• 6' CB N0, 4 < o rc / (ILLEGIBLE) ITIO T (NDL I I 2 I RIM 19.4 w I = Fw 58234'42'W 0.27', VISITEp 1/7/2008 111 I _ I.E. 15.4 a I I I A D I I 22 I 23 I 24 I 25 im I I I I I 2I I I I __ _ PP o _ 20 I I I L_ EL H ELS Irc I I. 19 I I _ L -0 EL 9H _ o ^m 1 1 I lv I I I I I _ H EL OH EL "- F', -:---OI, - EAR TO HAVEFOR BEEN PAVE( OI I IE STREET _ CALCULATED POSITION. PER REF jI _ L H EL OH EL O SpUTNWEST - Z SOH EL X617. (17. (546.10' REF. I _ - OH EL ------ O EL _ gy3'w 8 Q 20' OH E - I - - roan O FOUND MON AS NOTED CALCULATED MON POSITION AS NOTED FOUND PROPERTY CORNER AS NOTED SEARCHED FOR MON, NOTHING FOUND (P) PLAT OF C.D. HILLMAN'S EARLINGTON GARDENS (REF. 1) CALCULATED POSITION PER REF. 1 & 2 n GONG. CURB & FOUND BRASS DISK IN CONCRETE - MON IN CASE, 0.10' SW TH OF C/L CONC. SIDEWALKVISITED1/7/2008 SEARCHED FOR TACK IN LEAD._ -- NOTHING FOUND CALCULATED POSITION PER REF. 2- 813W 1685. _/ 5 550.801G- D I •'__ Y_ _ 27.5 TIER _ ----- _ - --_-_- ----1'THW_E_ST GR- - 2" All TVS 2q0 - ONO. CURB & GU - - _ _ _ _ _ -_ SOUTH 7OV 8• RIE. 22? (W) _ & CHEF. 4 - GUTTER 12 - 155.00, (P) FOUND 1/2" REBAR & CAPZDAMAGEDf _---- - _-- CURB S67'39''42'W 0.26', VISITED 1/7/2008 LONG wow}31.0 FOUND 1/2" REBAR &CAP "PLS 10219" I1LT - _ I S5735'40"W 0.26', VISITED 1/8/200812STORMjRKEDDRAIN _ - 34" o a o m _N Ca"RIM 25 6 E&W) SI26 DEWALK 25. (P) 30 6 I I I o I` 12" WA1ER , 2 I.E. 21.5 - CONG 343. I I wag U PARKING343.55 3 I" PPE 77'28'13"E 6" 6 - p O wz ARE R I I N I I I y E AREA o I OT VA 1LT SEEPR MVEYOR'S NO & I- TYPICA-Li f IA -0473 I # 23.0 I IO 32.1 TG 10 1b" "_ PER sAo43oosn CEL NO. 334 ,22.1 6" ,24 I IW 3 F I 020. 0 ro 2" 10 SE ACK UM1T5 `i, AR I o ¢w O III' 0 8" ADY J ry IF`7 w 5 I I (LOCATON APPRO%MATE) 0Io I WAY TAX I +8" I 1 I 1 3i- I 'i I RENTON WE6. I 16" S' GR 1+22.6 " G5" I 6 w _ a" I SPU 1•WE +153.6 77 Aa) 1 6" 8" + 3.1 to Z6 ASO( RY BLOCK WA ``U a 20' I 2 21 I 33,577 S.F. (0 P 6 I 9 8 0 I _m . 1 - 155.00, rn J I +22.3 I I10" I " N. I ti 0" (`2®6 I 16. ' 1 , R M, q ' Y 4®1 a' _ W m' 5213.2 I +23. le (( +122.4 c1 . 1'. IIF22' 0,1 x , 0"I x 6 RIM 20# 22 - I 2I 0" C7 12! l i 116 28. 10" 10 14• Iv 5• DIA- I.E. I co I I *23 I3 " I" 22 9^ft4" 16" C7 l7 P IA 2%A CB Q 0 G 1 10 2" I 2 -12" E RIM 20.1 I 1 U O 20• I I ,.5 I I e 8" 2I -341.80' P -_ +,RB SL 12" I.E.'S 16.11 I I W W 1 " 2 Imo" 6" 8'13"E 341.97' 26 T CURB S A Ir 1 Z 1 1) \ (', 77'2 LE - 3D I FOUND 1/2" REBAR &GAP 'PLS 10219 I ILaGCBN27ISe6' S9i 3"W 0.15', VISITLI'p 1/8/2008nI - RIM 20.1 '^ 1 06„ 0(' r2 0" _ - /='u- _ OF DIRT, 12" LE. 15.9 (E.& C71 SEWER 36 LARGE PIA D BRUSH I I I 1 I J SNMpS ASPHALT PARK( G I A _SANITARY _RAIN - -- BL CKi 2 I G1 Dfss O I 1 I 1 I I 31STORM I IEAR,INGSEATTLE IV. 29 30 CITY I I I 2,? I 28 I I 1 30' I I FOUND BRASS DISK IN CONCRETE MON IN CASE VISITED 1/7/2008 RENTON CONTROL PT. NO. 912N: 174,493.525 E: 1,296,648.122 CONCRETE 7/2008 R' 5) 1 I I 30 SURVEYOR' Fan IcAaw TO: WASHINGTON STATE .AUTO DEALERS ASSOCIATION, A WASHINGTON NON=PROFIT CORPORATION, ITS SUCCESSORS AND ASSIGNS, AND CHICAGO TITLE INSURANCECOMPANY. THIS IS TO TIFY THAT THIS AP OR PLAT AND ON WHICH IT IS BASEDEQUIREMENTSRFORALA/ CSM MLAND TITLE SURVEYS" THE SURVEY ESTABLISHED AND ADOPTEDE MADE BY ALTA AND NSPS IN 2005, AND INCLUDES TABLE 10, 16 & 18. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS, AND IN(IEFFECT ON R THE CDATE OFMTHIS CERTIFICATION , OTHEI UNDERSIGNEDFURTHERCERTIFIESTHATPROPERFIELDPROCEDURES, INSTRUMENTATION, AND SURVEY PERSONNEL WERE EMPLOYED IN ORDER TO ACHIEVE RESULTSIN ACCORDANCE 8 WITH THOSE OUTLINED IN "MINIMUM ANGLE, DISTANCE, AND CLOSURE REQUIREMENTS FOR SURVEY MEASUREMENTS WHICH CONTROL LAND BOUNDARIES FOR ALTA/ACSMLANDTITLESURVEYS." BY: _--__- - JAMES M. BROWN WASHINGTON STATE PROFESSIONAL LICENSED SURVEYOR N0. 34134 5 I I I i I I co WIWI e I I h W gl (C W to W o e r W o I Q W to I Q C JN o2 I I I I I I I I I 1V1 I I CALCULATED POSITION PER REF. 6 5 25- 14IS728,05.W b1 h W a I of 0WIfv I I I I I R-365744 SOUTHWEST 16TH STREET CALCULATED POSITION PER REF. 6 RENTON CONTROL PT. NO. 1895N: 173,166.816 E 1,295,615.730 FOR REFERENCE ONLY - NO WORK THIS SHEET P _ . / -7Lt u 4v rn v a 21 m EE KOLL 85WSti E!994n o mw moo" Fat mw' J U h SHEET 1