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THESE NOTES SHALL APPEAR ON PROJECTS FOR TIE SURFACE WATER UTILITY. 2 BEFORE ANY CONSTRUCTION OR DEVELOPIENf ACTIVITY OCCURS, A PRE -CONSTRUCTION Mom MUST BE HELD BETWEEN THE CRY OF RENTON PUN REVIEW SECTION AND THE APPLMANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE N ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPAID BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY' THE CITY OF WIN PUBLIC WORKS DEPT. IT FALL BE THE SOLE R6PGS6UIY OF THE APPLICANT AND THE PROFESSIONAL CIVIL, ENGIm 70 CORRECT My TROR. OMISSION OR'A WTION FROM THE ABOVE REQUIREMENTS FOUND N THIS PINTS. ALL WIEC m SHAH BE AT NO ADDIIOIAI. COST TO THE CRY. 4. APPROVAL OF THIS ROAD, WADING, PARKING NO DRAMIE PINT DOES NOT CONSTITUTE AN A PROWL OF ANY OTHER E.G., DOMESTIC WATER CONVEYANCE, SEWER CO NEYAFICE, GAS, EIECIPoGI. ETC.). THE SURFACE WATER MANAGE SYSTEM SHALL BE CONSIRUCIED ACCORDING TO THE APPROVED PANS, WHICH ARE ON FIE N WITH THE ON ANY DEVIATION FROM THE APPROVED PUNS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENMN PUBLIC WORKS DEPARTMENT SURFACE WATER ON MOW 5. A COPY OF THESE APPROVED PLANS MST BE ON THE JOB SITE NFEIEYER CGSIRUCfION S N PROGRESS 6. GRADING ACTIVITIES (SITE ALTERAIKN) ARE UNITED To THE NQURS OF 7". TO 7PJN. "MY NOW SARINNY AND NO WORK ON SUNDAY S ALLOWED, UNLESS ORERNSE APPROVED WITH A WRITTEN DECISION BY THE CITY OF REMOFL. 7. IT FALL BE THE APPLI'NLYS /CONiRACNR•S RESPONSIBILITY To OBTAIN AL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REM AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PUNS SHALL NOT BE CONSNM UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DEM MARL ARE MUM TO THE CITY OF REMON. 9. DATUM SIALL BE HAW 88 UNLESS OTHERWISE APPROVED BY THE CITY OF IBM. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS 10. ANY DEWATERNG SYSTEM NECESSARY FOR THE CONSTRUCTION OF S DRYNATER FACILITIES MUSE BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL 11. ALL UTM TRENCHES AND ROADWAY SUBGRADE SHILL BE BAGOHIED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12 OPEN CUEING OF DOM ROADWAYS FOR NON - FRANCHISED UEERY OR STUM DRAINAGE WORK S NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS ANY OPEN CUT SHALL BE RESTORED N ACCORDANCE WITH THE OTT' OF RENTON TREPO RESTORATION STADAD& 13. ALL SEDIMENTATION/EROSION FACILITIES MIST BE N OPERATION PRIOR TO "ARM NO BUILDING 0IE6IMICION, AND THEY MST ME SATSFXMKY WNTANED UNTIL CONSTRUCTION S COMPLETED AND THE POTENTIAL FOR W-91 EROSION HAS PASSED. 22 14. ALL REIERON /DETENION FACILM MIST BE NSTMB AND N OPERATION PRIOR TO OR N COMINCTION WITH ALL CM6IRILIM ACTIVITY UNLESS OTHERWISE APPROVED BY THE REM WORKS DEAWMENT, SURFACE WATER UMRY SECTION. 15. ALL PPE AND APPURTENANCES SHALL BE LAD ON A PROPERLY PREPARED FOUNDATION N ACCORDANCE WITH THE CURRENT STATE OF WASIDTW STANDARD SPECIFICATION FOR ROAD AND BADGE C0161RUCIDN. THIS SHALL INCLUDE NECESSARY LEVELM OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL. AS WELL AS PLXEENT AND COMPACTION OF REWIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PPE WILL BE SUPPORTED ON A UMTN6LY DENSE, UNYEDNG BASE. ALL PETE BEDDING SIUL BE APWA CLASS 'C', WITH THE EXCPITON OF PVC PIPE IS. sun PIPE FALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 11 OR BETTER INSIDE AND OUTSIDE 17. ALL W MGE STRUCTURES, SUCH AS CATCH BASKS AND MAIOIES SHALL HAVE SOLID LOCKING LDS ALL DRAINAGE SIRIICNRES ASSOCIATED WITH A PERMANENT REIENTION/OEIENTION FACILITY SHALL HAVE SOLD LOCKING LDS. 18. BUILDING AND OTHER STRUCTURES TEA. BE PLACED N ACCORDANCE WITH TABLE 4. 1 EASEMENT WIDTHS AND BUILDING SETBMCI6 LINES. 19. ALL CATCH BASIN GRATES SHAL BE DEPRESSED 0.10 FEET 80011 PAVEMENT LEVEL. 20. AL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGLFOF -WAY SHWA. BE OF SUFFMff IBM TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROC( FOR EROSION PROW N OF ROADSIDE DITCHES, WEE REQUIRED, FALL BE OF SOUND QUAW ROCK PLACED TO A DEPTH OF ONE (1) FODT AND MST MEET THE FOLIDMO SPENOTONS: 4 - 8 INCH ROCK / 40% - 70% PASSING; 2 - 4 NCH ROCK 30% - 40% PASSING; AND LESS THAN 2 ION ROCK / 10% - 20% PASSING 21. ALL BUM DOWNSPOUTS AND FOOTING DRAINS SHWA. BE CONNECTED To THE STOMA ORANGE SYSRII, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SUFACE WATER URLIIY SECTION. M ACCURATELY DIMENSIONED, CERIFED AS -BOLT DIMING OF THIS DRAINAGE SYSIFM WILL BE SUBMITTED TO THE CRY UPON COMPLETION. 22 DRAINAGE OUREIS (SRO -GUS) SHALL BE PROI DED FOR EACH I DIVDLUL NAT, EXCEPT FOR THOSE LOTS APPROVED FOR IFLIPA71ON BY THE CITY. SRWi -OUTS SHALL (INFORM TO THE FOUDWING: A EACH OUTLET SILL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SOW ALL FURS ROOF DOWNSPOUTS AND FOOTING DIR I S, DRIIiWAYS YARD ORRIS, AND ANY ORER SURFACE OR SUB - SUFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR TIER INTENDED LSE EACH OUTLET SHALL HAVE FREE -RDWIO POSITIVE DRAMGE TO M APPROVED STEAMIER CONVEYANCE SYSTEM CAR TO M APPROVED OUTFAL LOCATION. B. OURETS ON EACH LOT SHALL BE LOCATED WITH A FIVE FOOT HIGH, 2' X 4' STNS MARINO STORM' OR 'BRAN!. THE STUB-OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISBIE, AND BE SECURED TO THE SAE. C. PPE WTEIAL SHALL CONFORM TO UDEIDRAN SPECIFICATIONS DESCTIWA.D N CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NO- TETAILLC, THE PPE STALL BE PLACED N A TRENCH WITH A TRACING WARE ABOVE OR OTHER ACCEPTABLE DEIECIDN. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAW SYSTEMS DESIGNED TO CONVEY FLOWS 22 TH OM INDIVIDUAL. LOS. E THE APPLONF /CONIRACOR IS RESPONSIBLE FOR 00= 01M THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO RD UNTIES (EG. POWER, CAS, IEEPIONE TEIEVSON). F. ALL INDIVIDUAL. SNIT -OUTS SHALL BE PRIVATELY OWNED APO MAINTAINED BY THE LOT HOME OWNER. G. STORM DRAINAGE PPE SYSTEMS SHALL NOT PENETRATE BUM FOIADMTDNS, EXCEPT FOR SNAP PUMP DISCHARGE LEES USED TO GRAN CRAWL SPACES, PROVIDED TIE SUMP PUMP SYSTEM NCIIDES BImm PREVEBION OR A CHECK VALVE 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING . THE DOM RIFF LAYER FALL BE SINGED AND REDISTRIBUTED TO MMNTAN THE MOISTURE CAPACITY OF THE SOT, 010 AMENDED SOL SHAH BE ADDED TO MAINTAIN THE MGSNRE CAPACITY. 24. PROOF OF LIABILITY INSURANCE S A L BE SUBMITTED TO THE CITY PRIOR TO CONSIRVON PERMIT ISSUANCE 25. ISSUANCE OF THE BUILDING OR COISTRUC ON POW BY THE CITY OF RENTON DOES NOT REEVE THE OWNER OF THE CONTAINING LEGAL OBLIGATION AEI /CAR LNBUTY CONNECTED WITH STORY SURFACE WATER DEPOSITION. FURRFR, THE CITY OF RENTON DOES NOT ACCEPT ANY MOTION FOR THE PROPER RNCIIOMIG AND MWTENAMM OF THE SYSTEM PROVIDED DUING CONSTRUCTION. 26. THE CONTRACTOR SHALL. BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EWPMENT, FIAGGEIS, AND MY OTTER MUM ACTIONS M PROTECT THE LIFE, HEALTH, NO SAFELY OF THE PANIC, AND TO PROTECT PROPERTY N CONECIBN WITH THE PERFORMANCE OF WOIL MY WORK NTHIN THE TRAVELED RIGIEf-0F -WAY THAT MAY INTERRUPT NORMAL 7RAPFlC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSIKR STANDARD SPECIFICATIONS 1 -07 -23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WREN THE AQUIFER PROTECTION AREA (APA) SHAL COMPLY WITH SPECIAL REQIIREMER /6 OF THE SURFACE WATER DESIGN WAK AND AQUIFER PROTECTION - 3 -050). 1 . I. ALL WORK MATERIAL SHWA. BE N CONFORMANCE WITH THE STANDARDS AD SPECS OF THE COY OF RENTON PINNIG/BUDIO /PUBLIC WORKS DEPT AND THE LATEST EDITION OF THE WSDDT /APWA STANDARDS AND SPECS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON N THE RENTON STAMRD PLANS & SPECS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TINES MJNG CONSTRIXION, 2 THE HODS OF WORE N THE STREET RIGHT OF WAY SW11 BE LIMITED TO 8.30 AY TO 3:30 PM ON WEEKKMMYS UNLESS OIHRWSE APPROVED N WIRING BY THE PUBLIC WAILS DEPT AT ( 425) 43D -7301. THE POLICE DEPT, FIRE DEPT, AND 911 SAL BE NOTIFIED 24 HOURS N ADVANCE OF MY WON( N THE IAIT OF WAY. 3. ALL LOCATIONS OF DEW URINES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSWIIY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOD DAMAGE OR DISTURBANCE. FOR UNITY LOCATES CALL 48 -HOUR LOCATORS 800 -424 -5555. 4. AN APPROVED TRAFFIC CONTROL PLAN S REQUIRED TO BE MOM AT THE PRE- CWSHUCIOH MEW 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERCJN VERTICAL DATUM 1988 LEIERS, NO FOR HORIZONTAL CONTROL FALL BE NORTH AMERICAN DATUM 1983/1991 NEW UNLESS OEM APPROVED BY THE CRY OF RENTON PUBLIC WORKS DEPT. REFERENCE BENGMWN AND ELEVATIONS ARE NOTED ON THE PLA & 6. AL WATER WIN PPE IS TO BE CEMENT LAID DUCTILE RON PPE CONFORMING TO AM CIIO NO C111 OR LATEST REVISION, THICKNESS MASS 52 CEMENT MORTAR LANG AND SEAL COATING SHALL COMORY TO AM C104 OR LATEST REVISION. PPE JOINTS 70 HE NIFM• -011 OR MECHANICAL JOINT. BEDDING TO BE CLASS G N. DUCHE RON PPE AND FITTINGS SHALL BE POLYETHIVTENE MAIM PER ANSI/AM C105/A21.5 -93 STANDARDS. 7. GO RON AND DUCTILE ION F81NGS SHMLL BE CEEB HID, PRESSURE RATED AS NOTED ON PLANS, AND N ACCORDANCE WITH M61/AWWA C11 0 /A21.10 -87. COEQ LANG SHALL BE N XCORQMICE WITH ASI /AWWA C104/ 421 /4-9 0. F FITTINGS ARE 3 70 12 INCHES N DM AND HAVE WEDw CA JOINTS, THE FE NOS SHALL N ACCORDANCE WITH EITHER ASI /NWWM C110-A21. 10-87 OR ANSI/AWWA C1502153 -94. THEE (3) NCH To 12 NCH DM HIF I GS , WAIN HAVE 1ECWACA JOINS AMD ON RANGED JOINTS, SHALL BE N ACCORDANCE WITH N6 /AWWA C11D/A21.1o.87 W A COMBINATION OF ANSI/MWA C11o/A21.10.87 NO A SI /AWWA c153/A21.53 -94 SUCH THAT THE PORTON OF THE MINGG WITH A MECHANICAL JOKgS) MAY BE WITH A61 /AAM C153/A21.53 -94 AND THAT PO RON OF THE EITDIG WITH FLANGED JOIN(S) SHALL BE N ACCORDANCE WITH Milk Cno/A21.10 -87. XCEWNOE TESTING N ADOMANCE WITH SECTION MM OF N6 /MWA SECTION 10-4.3 OF M9 /MWA Cn0 /A21 10-V SHALL BE OE TAIED BY THE CONTRACTOR AND TKANSMRm 70 THE DOM & RITE VALVES SHALL RE RON BODY, BRONZED- MOUNTED, DOUBLE DISC WIN BRONZE WOW DEVICE AND 0-IO SIUFFIO BOX (AM C500) OR OF RESILIENT SEALED TYKE (MWA C509). VALVES FALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSL GATE VALVES SHALL BE CLOW UST 14, MEUFR CO. MO. A239D ON N at H. 9. FIE HYDRANTS SHALL BE COREY TYPE (MM WITH THE PRESSURE) OR COMPRESSION TYPE ( OPENG WART PRESSURE) COIFG6ING TO AIWA C- 502 45 WITH A 6 NCH NnWA JOINT IILET Ale A MAIN VALVE WOW (IMO.) OF 5-1/4 NCH, TWO 2 -1/2 10 HOSE NOZZLES WITH NATIONAL STANDARD 1HREADS 7 -1/2 THREADS PER 10 NO ONE 4 NCH PUMPER NOZZLE WITH THE NEW PATTERN 6 THIFAOS PER In 60 DEGREES V. 7HNEADS: OUTSIDE OR OF YALE THREAD 4.875 AND HOOF DY 4.6163. HYDRANTS SHALL HAVE A 1-1/4 NCH PENTAGON OPERATING MIT OPENED BY TUNING COUNTER CLOCKWISE (LET). SEATTLE NMiq RAPT BUFFALO DESIGN 1919 SECOND SUITE 200 SEATTLE, WA 98101 (206) 467 -6306 CONTACT JUIM CY'GN solm COUGH N PORTER LUNDFFN 413 ARE STREET, SUITE 300 SEATTLE, WA 98101 (206) 343 -M CONTACT: KEN WERSEMA; PE 47M" PACE INNERS 11255 KIRIOAIU WAY, SUITE 300 K 00. 6033 WA 9 (425)827 -2014 CONTACT BILL HINVMINS: PLS DAM (V NFIC I.) VERUCAL DA7UIE HAVD 88 (HORIZONTAL) HORIZONTAL DATUM: HAD 83/91 Zl. r: 1 .. J OWIIEIA RENTON TENOCAL WULEGE 3000 NE FOURTH Sr RENTON, WA 980056 (425) 235 -2352 CONTACT BARRY BAEN 0000 COYER SHEET C10D DEMGIRON PLAN C20(1 TESC PLAN 0210 TESC DETAILS 0300 CIVIL. SITE PLAN 0310 CIVIL DETAILS i 5 4� v Y 1 '.]r 1'I. ` ]I "1 i 1 ]' 1 1' 1 1: 71 • ] r ]r r ] rr '. 1' rl ] a\ 1 '1 •. 1 I v 1 's•1 0 1• "1']' 111 1 . I rl . ', 1 1 ], Ir. r.l I • 1 1 ` 1 1 � 1' ♦\ ] rl 7'at 1 • r71 rl 1 1 . ' ] rl ]'.]I rl 1' ` 1 ] r ]7' ".1 1 "174 r rl I 1 • I ]' '.1 IC 1 71 1' '1774 ] rl 7171` I r] r• •arlr rar ra 1•. 1 • r ••.1 171 1' rl rl 1' I 1' 1 ]' 1 1 • 1 7�f 7]' 1' •, rl '7 • 1 1' •1 1' ` 0. 1]1x1 1 1 1 N T 1' 71 1 1 1 ]. .1 1 7 1 1 1 1T F'1 I • 0. r 1 •TIC 71 11 :i] I' ]I I 1171 1 :c.1:r 1 li'r'.1 I I 1 •7 T 11 1' , •, A'1 0 ,• , 1' '1 h 1' '. rl'd• 'd 1 74 ITYI i 0. hl 1' 13J'1 0 1' 11 1 r 1 iJ Yi A 71 `7' •], 1 17 1 0 71 ; ]7 10.1 71 ]1S '.'•]'. 1'. 1 1 1 "1 'T01 7 rl . 1 '1 r 1 1 'a rl 1 1 r7 '• 1 'd 7 I I 1 1 1" 0. 1 ". 1' 1. .11 ••1 1'. 1 1'w `I] l 1 1 •] r 0. 11 1 h IP 1' 1:. 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THESE NOTES SHALL APPEAR ON PROJECTS FOR TIE SURFACE WATER UTILITY. 2 BEFORE ANY CONSTRUCTION OR DEVELOPIENf ACTIVITY OCCURS, A PRE -CONSTRUCTION Mom MUST BE HELD BETWEEN THE CRY OF RENTON PUN REVIEW SECTION AND THE APPLMANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE N ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPAID BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY' THE CITY OF WIN PUBLIC WORKS DEPT. IT FALL BE THE SOLE R6PGS6UIY OF THE APPLICANT AND THE PROFESSIONAL CIVIL, ENGIm 70 CORRECT My TROR. OMISSION OR'A WTION FROM THE ABOVE REQUIREMENTS FOUND N THIS PINTS. ALL WIEC m SHAH BE AT NO ADDIIOIAI. COST TO THE CRY. 4. APPROVAL OF THIS ROAD, WADING, PARKING NO DRAMIE PINT DOES NOT CONSTITUTE AN A PROWL OF ANY OTHER E.G., DOMESTIC WATER CONVEYANCE, SEWER CO NEYAFICE, GAS, EIECIPoGI. ETC.). THE SURFACE WATER MANAGE SYSTEM SHALL BE CONSIRUCIED ACCORDING TO THE APPROVED PANS, WHICH ARE ON FIE N WITH THE ON ANY DEVIATION FROM THE APPROVED PUNS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENMN PUBLIC WORKS DEPARTMENT SURFACE WATER ON MOW 5. A COPY OF THESE APPROVED PLANS MST BE ON THE JOB SITE NFEIEYER CGSIRUCfION S N PROGRESS 6. GRADING ACTIVITIES (SITE ALTERAIKN) ARE UNITED To THE NQURS OF 7". TO 7PJN. "MY NOW SARINNY AND NO WORK ON SUNDAY S ALLOWED, UNLESS ORERNSE APPROVED WITH A WRITTEN DECISION BY THE CITY OF REMOFL. 7. IT FALL BE THE APPLI'NLYS /CONiRACNR•S RESPONSIBILITY To OBTAIN AL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REM AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PUNS SHALL NOT BE CONSNM UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DEM MARL ARE MUM TO THE CITY OF REMON. 9. DATUM SIALL BE HAW 88 UNLESS OTHERWISE APPROVED BY THE CITY OF IBM. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS 10. ANY DEWATERNG SYSTEM NECESSARY FOR THE CONSTRUCTION OF S DRYNATER FACILITIES MUSE BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL 11. ALL UTM TRENCHES AND ROADWAY SUBGRADE SHILL BE BAGOHIED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12 OPEN CUEING OF DOM ROADWAYS FOR NON - FRANCHISED UEERY OR STUM DRAINAGE WORK S NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS ANY OPEN CUT SHALL BE RESTORED N ACCORDANCE WITH THE OTT' OF RENTON TREPO RESTORATION STADAD& 13. ALL SEDIMENTATION/EROSION FACILITIES MIST BE N OPERATION PRIOR TO "ARM NO BUILDING 0IE6IMICION, AND THEY MST ME SATSFXMKY WNTANED UNTIL CONSTRUCTION S COMPLETED AND THE POTENTIAL FOR W-91 EROSION HAS PASSED. 22 14. ALL REIERON /DETENION FACILM MIST BE NSTMB AND N OPERATION PRIOR TO OR N COMINCTION WITH ALL CM6IRILIM ACTIVITY UNLESS OTHERWISE APPROVED BY THE REM WORKS DEAWMENT, SURFACE WATER UMRY SECTION. 15. ALL PPE AND APPURTENANCES SHALL BE LAD ON A PROPERLY PREPARED FOUNDATION N ACCORDANCE WITH THE CURRENT STATE OF WASIDTW STANDARD SPECIFICATION FOR ROAD AND BADGE C0161RUCIDN. THIS SHALL INCLUDE NECESSARY LEVELM OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL. AS WELL AS PLXEENT AND COMPACTION OF REWIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PPE WILL BE SUPPORTED ON A UMTN6LY DENSE, UNYEDNG BASE. ALL PETE BEDDING SIUL BE APWA CLASS 'C', WITH THE EXCPITON OF PVC PIPE IS. sun PIPE FALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 11 OR BETTER INSIDE AND OUTSIDE 17. ALL W MGE STRUCTURES, SUCH AS CATCH BASKS AND MAIOIES SHALL HAVE SOLID LOCKING LDS ALL DRAINAGE SIRIICNRES ASSOCIATED WITH A PERMANENT REIENTION/OEIENTION FACILITY SHALL HAVE SOLD LOCKING LDS. 18. BUILDING AND OTHER STRUCTURES TEA. BE PLACED N ACCORDANCE WITH TABLE 4. 1 EASEMENT WIDTHS AND BUILDING SETBMCI6 LINES. 19. ALL CATCH BASIN GRATES SHAL BE DEPRESSED 0.10 FEET 80011 PAVEMENT LEVEL. 20. AL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGLFOF -WAY SHWA. BE OF SUFFMff IBM TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROC( FOR EROSION PROW N OF ROADSIDE DITCHES, WEE REQUIRED, FALL BE OF SOUND QUAW ROCK PLACED TO A DEPTH OF ONE (1) FODT AND MST MEET THE FOLIDMO SPENOTONS: 4 - 8 INCH ROCK / 40% - 70% PASSING; 2 - 4 NCH ROCK 30% - 40% PASSING; AND LESS THAN 2 ION ROCK / 10% - 20% PASSING 21. ALL BUM DOWNSPOUTS AND FOOTING DRAINS SHWA. BE CONNECTED To THE STOMA ORANGE SYSRII, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SUFACE WATER URLIIY SECTION. M ACCURATELY DIMENSIONED, CERIFED AS -BOLT DIMING OF THIS DRAINAGE SYSIFM WILL BE SUBMITTED TO THE CRY UPON COMPLETION. 22 DRAINAGE OUREIS (SRO -GUS) SHALL BE PROI DED FOR EACH I DIVDLUL NAT, EXCEPT FOR THOSE LOTS APPROVED FOR IFLIPA71ON BY THE CITY. SRWi -OUTS SHALL (INFORM TO THE FOUDWING: A EACH OUTLET SILL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SOW ALL FURS ROOF DOWNSPOUTS AND FOOTING DIR I S, DRIIiWAYS YARD ORRIS, AND ANY ORER SURFACE OR SUB - SUFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR TIER INTENDED LSE EACH OUTLET SHALL HAVE FREE -RDWIO POSITIVE DRAMGE TO M APPROVED STEAMIER CONVEYANCE SYSTEM CAR TO M APPROVED OUTFAL LOCATION. B. OURETS ON EACH LOT SHALL BE LOCATED WITH A FIVE FOOT HIGH, 2' X 4' STNS MARINO STORM' OR 'BRAN!. THE STUB-OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISBIE, AND BE SECURED TO THE SAE. C. PPE WTEIAL SHALL CONFORM TO UDEIDRAN SPECIFICATIONS DESCTIWA.D N CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NO- TETAILLC, THE PPE STALL BE PLACED N A TRENCH WITH A TRACING WARE ABOVE OR OTHER ACCEPTABLE DEIECIDN. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAW SYSTEMS DESIGNED TO CONVEY FLOWS 22 TH OM INDIVIDUAL. LOS. E THE APPLONF /CONIRACOR IS RESPONSIBLE FOR 00= 01M THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO RD UNTIES (EG. POWER, CAS, IEEPIONE TEIEVSON). F. ALL INDIVIDUAL. SNIT -OUTS SHALL BE PRIVATELY OWNED APO MAINTAINED BY THE LOT HOME OWNER. G. STORM DRAINAGE PPE SYSTEMS SHALL NOT PENETRATE BUM FOIADMTDNS, EXCEPT FOR SNAP PUMP DISCHARGE LEES USED TO GRAN CRAWL SPACES, PROVIDED TIE SUMP PUMP SYSTEM NCIIDES BImm PREVEBION OR A CHECK VALVE 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING . THE DOM RIFF LAYER FALL BE SINGED AND REDISTRIBUTED TO MMNTAN THE MOISTURE CAPACITY OF THE SOT, 010 AMENDED SOL SHAH BE ADDED TO MAINTAIN THE MGSNRE CAPACITY. 24. PROOF OF LIABILITY INSURANCE S A L BE SUBMITTED TO THE CITY PRIOR TO CONSIRVON PERMIT ISSUANCE 25. ISSUANCE OF THE BUILDING OR COISTRUC ON POW BY THE CITY OF RENTON DOES NOT REEVE THE OWNER OF THE CONTAINING LEGAL OBLIGATION AEI /CAR LNBUTY CONNECTED WITH STORY SURFACE WATER DEPOSITION. FURRFR, THE CITY OF RENTON DOES NOT ACCEPT ANY MOTION FOR THE PROPER RNCIIOMIG AND MWTENAMM OF THE SYSTEM PROVIDED DUING CONSTRUCTION. 26. THE CONTRACTOR SHALL. BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EWPMENT, FIAGGEIS, AND MY OTTER MUM ACTIONS M PROTECT THE LIFE, HEALTH, NO SAFELY OF THE PANIC, AND TO PROTECT PROPERTY N CONECIBN WITH THE PERFORMANCE OF WOIL MY WORK NTHIN THE TRAVELED RIGIEf-0F -WAY THAT MAY INTERRUPT NORMAL 7RAPFlC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSIKR STANDARD SPECIFICATIONS 1 -07 -23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WREN THE AQUIFER PROTECTION AREA (APA) SHAL COMPLY WITH SPECIAL REQIIREMER /6 OF THE SURFACE WATER DESIGN WAK AND AQUIFER PROTECTION - 3 -050). 1 . I. ALL WORK MATERIAL SHWA. BE N CONFORMANCE WITH THE STANDARDS AD SPECS OF THE COY OF RENTON PINNIG/BUDIO /PUBLIC WORKS DEPT AND THE LATEST EDITION OF THE WSDDT /APWA STANDARDS AND SPECS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON N THE RENTON STAMRD PLANS & SPECS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TINES MJNG CONSTRIXION, 2 THE HODS OF WORE N THE STREET RIGHT OF WAY SW11 BE LIMITED TO 8.30 AY TO 3:30 PM ON WEEKKMMYS UNLESS OIHRWSE APPROVED N WIRING BY THE PUBLIC WAILS DEPT AT ( 425) 43D -7301. THE POLICE DEPT, FIRE DEPT, AND 911 SAL BE NOTIFIED 24 HOURS N ADVANCE OF MY WON( N THE IAIT OF WAY. 3. ALL LOCATIONS OF DEW URINES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSWIIY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOD DAMAGE OR DISTURBANCE. FOR UNITY LOCATES CALL 48 -HOUR LOCATORS 800 -424 -5555. 4. AN APPROVED TRAFFIC CONTROL PLAN S REQUIRED TO BE MOM AT THE PRE- CWSHUCIOH MEW 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERCJN VERTICAL DATUM 1988 LEIERS, NO FOR HORIZONTAL CONTROL FALL BE NORTH AMERICAN DATUM 1983/1991 NEW UNLESS OEM APPROVED BY THE CRY OF RENTON PUBLIC WORKS DEPT. REFERENCE BENGMWN AND ELEVATIONS ARE NOTED ON THE PLA & 6. AL WATER WIN PPE IS TO BE CEMENT LAID DUCTILE RON PPE CONFORMING TO AM CIIO NO C111 OR LATEST REVISION, THICKNESS MASS 52 CEMENT MORTAR LANG AND SEAL COATING SHALL COMORY TO AM C104 OR LATEST REVISION. PPE JOINTS 70 HE NIFM• -011 OR MECHANICAL JOINT. BEDDING TO BE CLASS G N. DUCHE RON PPE AND FITTINGS SHALL BE POLYETHIVTENE MAIM PER ANSI/AM C105/A21.5 -93 STANDARDS. 7. GO RON AND DUCTILE ION F81NGS SHMLL BE CEEB HID, PRESSURE RATED AS NOTED ON PLANS, AND N ACCORDANCE WITH M61/AWWA C11 0 /A21.10 -87. COEQ LANG SHALL BE N XCORQMICE WITH ASI /AWWA C104/ 421 /4-9 0. F FITTINGS ARE 3 70 12 INCHES N DM AND HAVE WEDw CA JOINTS, THE FE NOS SHALL N ACCORDANCE WITH EITHER ASI /NWWM C110-A21. 10-87 OR ANSI/AWWA C1502153 -94. THEE (3) NCH To 12 NCH DM HIF I GS , WAIN HAVE 1ECWACA JOINS AMD ON RANGED JOINTS, SHALL BE N ACCORDANCE WITH N6 /AWWA C11D/A21.1o.87 W A COMBINATION OF ANSI/MWA C11o/A21.10.87 NO A SI /AWWA c153/A21.53 -94 SUCH THAT THE PORTON OF THE MINGG WITH A MECHANICAL JOKgS) MAY BE WITH A61 /AAM C153/A21.53 -94 AND THAT PO RON OF THE EITDIG WITH FLANGED JOIN(S) SHALL BE N ACCORDANCE WITH Milk Cno/A21.10 -87. XCEWNOE TESTING N ADOMANCE WITH SECTION MM OF N6 /MWA SECTION 10-4.3 OF M9 /MWA Cn0 /A21 10-V SHALL BE OE TAIED BY THE CONTRACTOR AND TKANSMRm 70 THE DOM & RITE VALVES SHALL RE RON BODY, BRONZED- MOUNTED, DOUBLE DISC WIN BRONZE WOW DEVICE AND 0-IO SIUFFIO BOX (AM C500) OR OF RESILIENT SEALED TYKE (MWA C509). VALVES FALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSL GATE VALVES SHALL BE CLOW UST 14, MEUFR CO. MO. A239D ON N at H. 9. FIE HYDRANTS SHALL BE COREY TYPE (MM WITH THE PRESSURE) OR COMPRESSION TYPE ( OPENG WART PRESSURE) COIFG6ING TO AIWA C- 502 45 WITH A 6 NCH NnWA JOINT IILET Ale A MAIN VALVE WOW (IMO.) OF 5-1/4 NCH, TWO 2 -1/2 10 HOSE NOZZLES WITH NATIONAL STANDARD 1HREADS 7 -1/2 THREADS PER 10 NO ONE 4 NCH PUMPER NOZZLE WITH THE NEW PATTERN 6 THIFAOS PER In 60 DEGREES V. 7HNEADS: OUTSIDE OR OF YALE THREAD 4.875 AND HOOF DY 4.6163. HYDRANTS SHALL HAVE A 1-1/4 NCH PENTAGON OPERATING MIT OPENED BY TUNING COUNTER CLOCKWISE (LET). SEATTLE NMiq RAPT BUFFALO DESIGN 1919 SECOND SUITE 200 SEATTLE, WA 98101 (206) 467 -6306 CONTACT JUIM CY'GN solm COUGH N PORTER LUNDFFN 413 ARE STREET, SUITE 300 SEATTLE, WA 98101 (206) 343 -M CONTACT: KEN WERSEMA; PE 47M" PACE INNERS 11255 KIRIOAIU WAY, SUITE 300 K 00. 6033 WA 9 (425)827 -2014 CONTACT BILL HINVMINS: PLS DAM (V NFIC I.) VERUCAL DA7UIE HAVD 88 (HORIZONTAL) HORIZONTAL DATUM: HAD 83/91 Zl. r: 1 .. J OWIIEIA RENTON TENOCAL WULEGE 3000 NE FOURTH Sr RENTON, WA 980056 (425) 235 -2352 CONTACT BARRY BAEN 0000 COYER SHEET C10D DEMGIRON PLAN C20(1 TESC PLAN 0210 TESC DETAILS 0300 CIVIL. SITE PLAN 0310 CIVIL DETAILS 10. THE TWO 2 -1/2 NCH HOSE NOZZLES SHILL BE FRIED WITH CASF RON TIWADED CAPS WITH OPERATING NOT OF THE SAE DESIGN AND PROPORTIONS AS THE HYDRANT STEM Mir CAPS FALL BE FIRED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TKYDH6S LDER TEST PFE39I M 11. THE 4 NCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 60 SEATTLE TRW X 5 NCH STDIM STOW ADAPTER SHALL BE FORGED AND /OR EXTRUDED 6061 -16 AINWLN ALIN HAFMMT ANODIZE. THREADED ETD PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 MOB APART SM FACE TO BE META, NO GASKET TO WEATHER SEOHZ CAP TO HAVE WHEnC M M RIBBER 6007, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 NCH COATED, STAINLESS STEEL. AIRCRAFT GIVE 12 FIRE HYDRANTS SHALL BE PANTED WITH TWO COATS OF PANT. PRESERVATIVE PAIR MAIDEN 43 655 SAFETY YMOA OR APPROVED EQUAL 13. PAMPER CONNECiON TO FACE ROADWAY ASSEMBLY. It FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIE HYDRANTS, WEST Wax 15. ALL WATFAWNS 10 NOES NO SWOLLEN TO MAINTAIN A HUINUIN COVER OF 36 NOES BELN FLASH WADE ALL WATERMAIN if AND LARGER FALL BE AT A IWiMN OF 48 INCHES BELOW FLASH (,'BADE WHERE E UTILITY COMLICTS OCCA WAIERYAINS ARE TO BE LOWERED 70 CLEAR 16. AL WATER MANS 6 NOES AND LARGER N DA SHALL BE CLFNED WITH PPE CLEW . W PRIOR TO OSIFECfOH. THE 'POLY PICS' FALL BE GRAD INDUS IVES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /W. FT DENSITY TOM WITH 90A WOlETER URE IAEE RUBBER COATING ON THE AFAR OF IW ONLY 17. 'PIOS' SHALL BE CY'LIM SHAPED WITH BULLET VISE OR SQUARE END. THE CONTBACRIR WILL PERFORM THE CLEWING OPERATION. 1& ALL WATER MAPS AND SERVICES SHALL BE PRESSURE 700 TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING Ron N ACCORDANCE WITH THE SPECS OF THE CRY OF RENTON AND THE WAS{WONH STATE HEALTH DEPT ALL PRESSURE TFSENG SHALL BE DONE N THE PRESENCE OF A IEPRESENFATVE OF THE CRY OF REBEL THE WAROY OF WATER LOSE FROM THE MAN SHALL NOT EXCEED THE MAW OF GALLONS PER HOUR AS LISTED N CITY OF RENTON STRAW PUNS L SPECS 7- 11.3(11). THE LOSS N PRESSLK FALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATER HAMS AND SERVICES SILOL BE DSIFECEED BY THE INJECTION OF A 50 PPM (MMNUN CONCENTRATION) GEOIE/WTER SOLUTION. DRY CALCIUM HYPOC LONE STALL MR BE PLACED N THE PPE AS LAD. CHLORINE SMALL BE METEED/NJECTED N ACOMMNCE WITH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STA M SPECS REFERENCED ABOVE 20. A PIE- COISTMICEION CONFERENCE S REQUIRED PRIOR TO My CGSfRCLU A MARY OF FIVE (5) WOW DAYS NOTICE S LEQIAED FOR SCHEDULING. 21. TWENTY -FWR (24) HOURS ADVANCE NORM WILL BE REDLAS PRIOR TO STOW MEW CG6LMOE W 22. O FALL BE THE CONTRACTOR'S RESPONSIBIIDY TO SETAE ALL NECESSARY PERMITS PRIOR TO STAMM CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS WATER SEIMC S, LINES AND METERS FALL NOT BE DOE UNTIL ALL SERVICE AGREEMENTS, METER APPHCAIONS, CONSTRUCTION FERMIS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENW 24. ALL CONNECTION TO EXISTING MAWS S TO BE XCOWUSFED BY THE CITY OF RENTON. EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUNIC WORKS DEPT ALL NECESSARY DOVA71ON AND MATERIALS ARE TO BE SUPPIED BY THE CONTRACTOR AND BE ON-SITE POOR TO CITY NOTIFICATIONS 25. INSPECTION WILL BE ACCOMPM0 ITV A REPRESENTATIVE OF THE CITY OF RENTON. R TALI. BE THE CONTRACTOR'S RESPONSBRY TO M7TFY OEYEDPMIER SERVICES TWENTY FOUR (24) HOURS N ADVANCE OF BACKFUM ALL CONBIRIICION. THE CONTRACTOR, AS WELL AS THE ETOWEERS, FALL KEEP AS-MT WANIOS 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-Off ASSEMBLES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FIRM. TE -K 27. ALL JOINT RESTRAINT SYSTEMS (SHACOE RODS, NUTS BOLTS, ETC.) FALL BE AS MAN IFACTUI D BY THE STAR MANUFACTURING COMPANY OF COLIAM CIO, OR ERA, APPROVED N WRITING BY THE PUBLIC WPBS DEPT. 28 ASPHALT AND CONC EFE SNEET PAVING SHAL BE SOCUT 70 A WON DEPTH OF TWO (2) AGES. OIL MAT STREETS MAY BE SPADE CUT. AL SURFACE CONCRETE PAVEIEHF. SDEWWLS, NIB, GETTER. AND DRIVEWAY APPROACHES FALL BE SOW TO A MINIMAL DEPTH OF IMO (2) INCHES OR REMOVED TO AN DOSING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH FALL BE PACED ON THE DAY OF WEAL EXCAVATION WITH A PERMANENT, SEALED PATCH 70 BE PLACED, M CITY OF RENTON! POLICY WHIN 10 DAYS. CALL FOR SUBDI ADE INSPECTION PRIOR TO PUCEETR OF FHA. PATCH 30. FOR CRY PROJECTS SIKH AS TELEMETRY WWK, THE PVC PIPE USED SHALL BE ALL CHEMICAL. PROCESS LINES SHALL BE SCHEDULE 80 PVC PPE SCEDIAE 40 N UMPROVED AREAS AND SC EDIBLE 80 PVC PPE UNDER IMPROVED AREAS CD - 2- 3-)1901 R- 371901 U H Q W Z U J m D CL Z L0L Z w ISM fou7N717Ye suite 100 seON1OS WO 96'101 f 206167 6306 F206624 104 bunaadesWLcom H U J a 3 0 CSI Y 0 W J 0 U U 2 _ W 0 Z W lx i 3 M7VL{/!M2 PROJEcrukWAIAr an PROJECT== KAW CML COVER SHEET 111 i / v CA TE / 6 °( :,P/ < I J v o III III r III i I t II N I o �n n C-) 0 z C) � I fit I FT, I � II 0 I �? 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PRE -00I SIRUCipN METING. 2 POST SIGN WITH NAME AND PHONE N KIER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF COLSTRUCDON SIGN). 3. RAG OR FENCE CLEAWIG LIDS. 4. NSIA L CATCH BASH PROTECTION F REDI NG. & GRADE AND NSIAL CONSTRUCION ENTRANCE(S) F REWIRED. & NSFALL PERIMETER PROTECTION (SILT FENCE. WM BANNER, ETC.). 7. COASIRIK.T SEDIMENT PONDS AND TRAPS. & GRADE AD STARE CONSTRUCTION ROADS 9. CONSTRUCT SIIAFACE WATER CONTROLS (INTERCEPTOR NO, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING RD GRNDNG FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONIROI. IEASIIRFS N ACCORDANCE WITH APPENDIX D OF THE SUFACE WATER DESIGN MANIML AND WMIFACIURER'S QOM EN RATION& 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND smw CONTROL. 6 ALWAYS N ACCORDANCE WITH THE CIT1fs EROSION AND STDIENT CONTROL STANDARDS, 12 COVER AL AREAS THAT WILL BE IINWORIED FOR MORE THAN SEVEN DAYS DINING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH SIWM. WOOD FBER MMACH. COMPOST. PLASTIC SHEEING OR EQIMAENT. 11 STA WE ALL AREAS THAT REACH FINAL GRADE WITHIN SEW71 DAYS. 14. SEED OR 500 ANY AREAS TO RETAIN UNWIND FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT. AL DIS UIM AREAS MIST BE STA1 M AND NPS REMOVED IF APPROPRIATE FF_ --r,, J' I sEE AIL C �3>6- CZ / NISWL COtSfRI�'I ON�GAT� // i / F s ' —373 -- ASPHALT NFrwrl - - - - -- 39.67 0 5 10 20 ecALE r.ov 4 r Call before you Dig. 8-1 -1 or 14800- 4245555 UNDOM M SOMM (USA) Lewd ASPHALT PAVING J ASPHALT TREATED BASE (ATB) CONCRETE PAVING Now r — LIMIT GRAVEL CUFMI IG F — — –1 L - -J � ROCKERY CCUO TREE W /PROTECTION (. 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IEASIIRFS N ACCORDANCE WITH APPENDIX D OF THE SUFACE WATER DESIGN MANIML AND WMIFACIURER'S QOM EN RATION& 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND smw CONTROL. 6 ALWAYS N ACCORDANCE WITH THE CIT1fs EROSION AND STDIENT CONTROL STANDARDS, 12 COVER AL AREAS THAT WILL BE IINWORIED FOR MORE THAN SEVEN DAYS DINING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH SIWM. WOOD FBER MMACH. COMPOST. PLASTIC SHEEING OR EQIMAENT. 11 STA WE ALL AREAS THAT REACH FINAL GRADE WITHIN SEW71 DAYS. 14. SEED OR 500 ANY AREAS TO RETAIN UNWIND FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT. AL DIS UIM AREAS MIST BE STA1 M AND NPS REMOVED IF APPROPRIATE FF_ --r,, J' I sEE AIL C �3>6- CZ / NISWL COtSfRI�'I ON�GAT� // i / F s ' —373 -- ASPHALT NFrwrl - - - - -- 39.67 0 5 10 20 ecALE r.ov 4 r Call before you Dig. 8-1 -1 or 14800- 4245555 UNDOM M SOMM (USA) Lewd ASPHALT PAVING J ASPHALT TREATED BASE (ATB) CONCRETE PAVING BUILDINGS GRAVEL CUFMI IG F — — –1 L - -J ROCKERY CCUO TREE W /PROTECTION (. WATER LINE —w- STORM DRAINAGE LINE so SANITARY SEWER LINE —SS— POWER —P TELEPHONE ENff —T — GAS LINE —c— WATER MEIER/VALVE/FH E N-(?- STORM CB /MI I' 'N Azhdik SANITARY SEWER UH/CO 0 GAS VALW/METER 9 OO STREET LIGHT ASSEMBLY TELEPHONE RISFR/MH o O CONSTRUCTION LIMITS . . — uMR RIP RA' CU61M CM ENTRANCE �Go oo CONSTRUCTION FENCE — SILT FENCE —�—�— •'..'Yi.•.SW RP RAP CONST WOON ENTRANCE CON51RUCTION FENCE AA— SILT FENCE -+-+- NO PROTECTION IP SEDIMENT POND PLASTIC SHEETING R- 311903 C-0}p - -; 71963 1520 fourth ave suite 400 seam. wo 98101 t 206 4U 6306 f 206 624 14% bu8abdesomcom 1 s E W Z U J UI'I to CL Z 0 Z ce _U CL U Z Y V W OI UI. U W Z r Z W�/ 66 I n r U44/W PROJECT ORAVNE BY BAB PROJECT MANAGER I" .l / 2'BY2 "Bf14 GA. WE FABRIC OR EQUAL. r i FILTER FABRIC o i i i MATERIAL W WIDE . i i > > r ROLLS USE STAPLES 5 /8" WARE ROPE PROVIDE SE OR W I= TO END ATTACHENT AT WK CORNEIt� ATTACH FABRIC TO WINE GATE POSTS MB PROVIDE CDIFERE F AT LRE POSTS AI�'N�J(tt CENIEIt OF EACH FENCE PANEL BURY BOTTOM OF FILTER MATERIAL r r TOP RAIL i IN 6" BY 12" 11ENCH i i 1.666 NCH O.D. - - -i i -�- -- ----- ------ --- -------- ----- +�- -- -- 6' MAX L i i -*�-2" BY 4" WOOD POSTS, STANDARD OR BETTER j OR EQUAL ALTDOX STEEL FENCE POSTS. ATI N FILTER FABRIC MATERIAL 2*BY2 "BY 14 GA. WE FABRIC OR EQUIV. ;o 0 i SD WGT GALVND7:D • /�• /i.• /i.� / /\/!.c\!.\!i.\.l� 3°j� �r� h��`- /Zx 2 comma NO OR BLOCK PROVIDE 314" - 1.5" GRAVEL BACDTLL N TRFNpI /�\/ /�\�i /\� //� /\�<�`�/ D OF PoPIMiE ON BOTH SLOES MD FENCE FABRIC ON THE 2" BY 4' MOOD POST ALT: STEEL FENCE F'OSIS. Not Used SECTION Not Used 2 Construction Fence to 4 3 Tree Protection I310" COWROL Itm 1. THESE NO1E4 SHALL APPEAR FM ALL FROIECIS - SITE INIPROVEIENIS SUI'ACE MATER UIM, W GIEWATM UTILITY WATER UTILITY, AID TRA SPORIATION PLANS: 5" MAX. 2. BEFORE ANY COISIRIICIDN OR DEVELOPMENT ACIMIY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RBIfON, KIM WORKS DESIGN ENGINEER. DRAINAGE GRATE TRIM 3. THE BOUDARIB OF THE CLFAPoNG LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PIMI(S) SHALL BE CLEARLY RUGGED BY SURVEY TAPE OR FENCING N THE FIELD PRIOR TO COISIRIMION IN AccoTDMRCE WITH APPENDIX D OF THE SUFACE WATER DESIGN YAINIAL ND OBSERVED DIMING CONSTRUCTION. DURING THE GRATE FRAME - COISIRUCRON PERIOD. NO DISTURBANCE BEYUD THE CLEARING LIM SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY RE APPUC ANT /ESC SUPERVISOR IN THE DURATION OF CONSTRUCTION. ° C a 4. STABL® CONSTRUCTION DOIANCES SHAD. BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR D THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSIEYS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS NE KEPT GUM MD TRACK OUT 70 ROAD WIT OF WAY DOES SEDIMENT AND DEBRIS NOT OCCUR FOR THE DURATION OF THE PROJECT. a OVERFLOW BYPASS ' 5. ALL REMARRIED SEIOIENUTION /EROSION CONTROL FACILITIES MST BE CONSTRUCTED MAO N OPERATION PRIOR TO LAND ° CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORINTION OF SMIENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT FROPBOES. ALL EROSION AND SFDIEINT FACILITIES SHOAL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION 6 COPLETE AND POTENTIAL FOR ON-STE EROSION HAS D p PASSED. THE IMPUB NIATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIENTATION CONTROL BELOW INLET GRATE DEVICE SYSTEMS SHALL BE THE RESPONSBUTY OF THE PE MFW ° 6. THE EROSION AND SMI ENMTION CONTROL SYSTEMS DEPICTED ON THIS WANING ARE NOW TO BE INK REOIIE m FILTERED TO MET ANTICIPATED SITE CODRIONS. AS CONSUUCRON PROGRESSES AND UEGO'ECTED OR SEASONAL CODTIONS WATER DICTATE, THE POUR SHALL MIIICPAIE THAT MORE EROSION AND SEDIMENTATION CONTROL FApA&5 WILL BE NECESSARY TO DSU E COMPLETE SILTATION CONTROL ON THE PROPOSED SITE DURING THE COURSE OF CONSTRUCTION. T SHALL BE THE O3IIC#TION AND RESPONSIBILITY OF THE PERMEE TO ADDRESS ANY NEW CONDITIONS; THAT MAY BE CREATED BY THE ACINTES AND TO PROVIDE ADDITIONAL FACBIIE% OVER AND ABOVE MINIMUM MI REQUNOENTS, AS MAY BE RIM, TO PROTECT ADJMONT PROPERTIES AND WATER QUAIN OF THE RECEIVING WMNAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION /SEDYIBRfA1ION CONTROL ONLY. T DOES NO CONSTITUTE MI APPROVAL OF STORY DRAINAGE RESIGN , Slff NOR LOCATION OF PP°ES, REWIORS CFMNIELSY OR RETENTION FACILITIES. o 0 4 B. ANY MEALS OF ETO'OSED SOBS, INCLUDING ROADWAY ELBANDEROOS. THAT WILL NOT BE DMUDED FOR TWO LAYS DURING THE WET SEASON (OCTOBER 1ST TH OM;Ii MARCH 30IH) OR SEVEN DAYS DURINS DE WRY SEASON APRIL 1ST M ON SEWDBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPRM ESC COYER METHODS (EG., }^( ' SEFDIG, ma" ma" , PLASTIC amm, ETC.). Nrs Not Used V O 9. WET SEASON SEASONAL EROSION AND SMNENF CONTROL REWBElEN1S APPLY TO All CO CRICUN SITES CLEARING BETWEEN OCTOBER 1 AND 22 MWOR 30 INOISNE, UNLESS OTHERWISE APPROVED BY THE CITY THFK) GH AN D D D ADJUSTMENT PROCESS. 0 0 SECTION VIEW 10. CDVER MEASURE W S WILL BE APPLIED IN CONFORMANCE WITH APPS) D OF THE SURFACE WATER DESIGN MAAIAL 11. ANY AREA NEW ESC WA%M NOT REWIRING IMMEDIATE ATTENTION, SHALL BE AI10RESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SIDES SHALL BE MSPECIED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWD A STORY MIT. 13. AT NO WE SMI MORE THAN ONE (1) FOOT OF SOMIT BE ALLOWED TO ACCUMULATE WHIN A CATCH RASH. ALL CATCH BASINS AND CONVEYANCE LIES SHALL BE CLEANED PRIOR TO PAVING. THE CUWIIND OPERATION SHALL NOT DRAINAGE GRATE FLUSFI SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. - RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM (TYP.) 14. DIMING THE THE PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL MFRS GREATER, �. THAT ARE TO BE LEFT UN-WORKED FOR MORE THAN 12 HAIRS, SHALL BE COVERED By MULCH, SODONG OR PLASTIC COYETWG. ® 15. ANY PERMANEW REIBIION /DEENIION FACILITY USED AS A TEMPORARY SETTING TASK SHALL BE MODIFIED WITH THE .. NECESSARY EROSION CONTROL MEASURES AND SHALL PROMS ADEQUATE STORAGE CAPACITY. F THE Pf mmm FACILITY Q S TO FUNCTION ULTIMATELY AS AN NFETROON SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT NOTES THE BUM AND SEES AIff AT LEAST THIEF FEET ABOVE THE FN& GRADE OF THE PBAIMW FACILITY. 1. SEE THE BELOW KIT GRATE DEVICE (BGD) FOR THE STORM 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL OWURDEED AREAS SHALL BE RENEWED To IDENTIFY MUCH WATER SUUCTIME IT WILL SERW E. ONES CAN BE SaDEO N PREPARATION FOR DE WINTER RAINS. DISTMBFD AREAS SHALL BE SUM WITHIN ONE WEEK OF THE BEGINNING ALL OF THE WET SEASON. A CITY OOI MW OF OTIOSE AREAS TO BE SEIDED AND THOSE AREAS TO REMAIN R=371904 2. LT- BGI SHALL HAVE A IINCOVETED SIIALL BE SUBMITTED >b THE CITY q: BRITON FOR REVIEW. BNLT -W HIGH-FLOW RELIEF SYSIEY (OVERFLOW BYPASS). 3. THE RETRIEVAL SYSTEM MUST BELOW INLET GRATE DEVICE OVERFLOW BYPASS(TYP.) ALLOW RDIOVAL OF THE BIGD WITHOUT SUM THE COLLECTED MATERIAL 4. PERFORM MWENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION B-01.3(15). 1aoNINHIWIEINC vtw � °� "� City of RmIm Std Plan 216.30 a Cft Bab F& 10 Erosion Control Notes I U a w I— w U J U J Go 0. Z O z w 1520 fourth am sure 100 Seattle Wa 98101 t 206167 6306 f 206 621 1194 WIFdodesigmcom 2 U m a z U. 0 Y ft-ft t V J U U_ Z {U� r O 0 z w It • I • n M/!1/tt'Mli PROJECT DRAWN BY us PROJECTMANAGM NAW TESC DETAILS i SEC 9 TWN 23N RNG 5E WM / -- -- CURB LOCATION FROM CITY OF RENfON RECORDS -- — _ a _ - - - - - - - - - - SNIEWALK LOCATION FROM CRY OF RENfON COADS - - - - - - - - - - - - - - - - - - - - - - - (t 10 "z6' TAPPING TEE (WdL) - - ----- - - - - -- _ - - -- -- ----- - - - - -- -- -- - - #�__ _ - -__ - -- _ - - -- -_____ - - - - SEESTANOVm - - -- - - - - - �— -- -- WATER MAIN LOCATION FROM CRY OF RENTON RECORDS (1� s BE1 (RRA CIATB lBE RESTORE PLANTER TO - -`� —\ \- - CWRONATE tDCA WRHCIIY SECTOR NE Ah Street \ FOR NEW PLANTINGS AND soB. PREP / �ua tft LSCAPE PLAIN] UP —i up up o i LIP i i — 1 �O'DEC 12..DEC V• -r` rNr Jib ice/ p \ V. ,p 7 , DE I I DE I � I r - - - - _ 368.75 - ' 6 7 m `v , - RAISED ASPHALT FOGS SEE DETAIL FT] 369.00 EE-- IX PIPE INV (311 .� a; I I THICN EfEE.D ASPILALT EDGE \ �r � I SEE DETAIL] .R 91 I v10 TYPE 1 CB n I J D6m CAGE TOP 0 t � RIM= 368.25 LIMIT e� E= 36625 6"(CI W Z / 6 RR I 7366.7$ L I T F' L D / II 1 3 - -- o I II AT _ COR SID OIL SEE DETAILS Wa/ mm 6 7 m `v T TO WM FT] EE-- IX PIPE INV (311 a; I \ �r � I I I J 0 t LIMIT e� F1 D /o � � I I I \� I �I I III , III ull I ill � I V A •Acv � v V A ASPHALT CONCRETE PAVOJQYT� SEE DET i \ � rte, , J \ 9.0 ` 0 0 0 — — — — — — — — — — — — — — — — — — — — — — Ilk (10) PORT STYLE WHEEL STOPS '_ 4 SEE DETAI_Q i CONCRETE 1 6" 22'1/2 BETm W C. W Wj T611Hasr1BOOM O 7IF6'DICL52 t____ ■- "DOOR 36 i!.!,7 3 6' DL BLDL'AONG CI52\ THRUST SPOOL W POST MOTOR VAL dPM fllY of FIRE CODE ` llWn FNE CODE , / ` CONIiEvE vy _ COR SID OIL SEE DETAILS 6 7 `v tl10. °3 a; I ASPHALT \ 371----- - - - = =- '� 1 LIMIT, \t RESTORE IX FENCE AND GATE 0 0 o a o s" 1/2 6FND (Wl 6" ii- 4 BE1m W1 " Fire Son1der Berk Current City Of Re Codes. Pipe and Fia AfAdotked By The \ SPEED AMPS �I d Per I Coordin New ��lecomm And Power Fire For Site ghdng Before Paving Cg, TOP =3 .E 6' PVr /n�9.67 0 5' 10 20 scALE r -v Call before you Dj g. 8-1 -1 or 14800- 4245555 (USA) REMOVE IX CAP W/ AT IX TFE,,,DEC - v IX \ `\ IX TEE (RECORD) 11' IX DOIESfi-SERVICE METER I \ IT BLDD FI --- - - - - -- -- `\O NEW POSF�NDICATOR\VI� ME# BEND NEW SERVICE \ OS R a ON OEM WATER SUPPLY PER CITY OF RENTON 350.2 PROVIDE . HEATED Paft Water Plan SCALE: 1 "=5' LeWd .� ASPHALT PAVING ASPHALT TREATED BASE (ATB) CONCRETE PAVING GRAVEL r - - -1 L -1 CURBING ROD(I Y CC TREE W/PROTECTION �x ' WATER LINE —W— STORM DRAINAGE LINE SD— SANITARY SEWER LIE —SS— POWER a— —P— TELEPHONE IRE T —T— CAS IRE —G— —G— WATER METER/VALVE/FH INiI ■Mt STORY CB /MH 1, SANITARY 00 LEI /00 ! o • GAS VAI.W/YETER CIA o q p STREET LIGHT ASiEIBt.Y TEIEPIM RW/MH O ■ O WNSTRUCHGH LIMOS ... LIMIT llgvr>uU l�lAfOaA� 3I3I�9' R- 311905 CD r --?;n19 a-,�- 1.t.. a W Z U J W U m CL O Z {i. 1520 fourth a" s01te 400 seaft, WO 98101 t 206 467 6306 t 206 624 1494 but►alodesiyn.com r U m a V Z Y 0 J U U i W Z 0 Z 1% 3 80nU=3 PROJECT ORAVIWI BY L3A9 PROJECT MAHAI IGAW CML SITE PLAN 1 1 : 1 i; b a; SPEED AMPS �I d Per I Coordin New ��lecomm And Power Fire For Site ghdng Before Paving Cg, TOP =3 .E 6' PVr /n�9.67 0 5' 10 20 scALE r -v Call before you Dj g. 8-1 -1 or 14800- 4245555 (USA) REMOVE IX CAP W/ AT IX TFE,,,DEC - v IX \ `\ IX TEE (RECORD) 11' IX DOIESfi-SERVICE METER I \ IT BLDD FI --- - - - - -- -- `\O NEW POSF�NDICATOR\VI� ME# BEND NEW SERVICE \ OS R a ON OEM WATER SUPPLY PER CITY OF RENTON 350.2 PROVIDE . HEATED Paft Water Plan SCALE: 1 "=5' LeWd .� ASPHALT PAVING ASPHALT TREATED BASE (ATB) CONCRETE PAVING GRAVEL r - - -1 L -1 CURBING ROD(I Y CC TREE W/PROTECTION �x ' WATER LINE —W— STORM DRAINAGE LINE SD— SANITARY SEWER LIE —SS— POWER a— —P— TELEPHONE IRE T —T— CAS IRE —G— —G— WATER METER/VALVE/FH INiI ■Mt STORY CB /MH 1, SANITARY 00 LEI /00 ! o • GAS VAI.W/YETER CIA o q p STREET LIGHT ASiEIBt.Y TEIEPIM RW/MH O ■ O WNSTRUCHGH LIMOS ... LIMIT llgvr>uU l�lAfOaA� 3I3I�9' R- 311905 CD r --?;n19 a-,�- 1.t.. a W Z U J W U m CL O Z {i. 1520 fourth a" s01te 400 seaft, WO 98101 t 206 467 6306 t 206 624 1494 but►alodesiyn.com r U m a V Z Y 0 J U U i W Z 0 Z 1% 3 80nU=3 PROJECT ORAVIWI BY L3A9 PROJECT MAHAI IGAW CML SITE PLAN 1 1 : 1 i; b WEED. W le— Z U J J a O Z W awadkwmwmw 1520 berth OYe suite 400 seufHe, wo 96101 12064676906 f 206 624 1491 buHabdesian•com i F T� i V m 1a r V Z Y eeleele 0 W J V U W Z O W cc 3 11111/14AW PROJECT DRAVWN BY Me CML `I DETAILS Y' C310 GENERAL ASPHALT PAVING NOTES: 12' MIN 1. SPECIFICATIONS FOR AL ASPHALT CONCRETE WORK SWILL BE PER THE LATEST EDRION IN EFFECT OF THE VIA9W,TUN SFATE DEPT OF TRMIS MA70 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND SAWCUT. TACK AND LATCH MUNICIPAL W' 6' 24' W A9'FMLT THICK ED EDGE r / IX ASPHALT FULL DEPTH 2. ALL ASPHALT CONCRETE PAVEMENT SMAl1 BE PLACED N ACCORDANCE WITH WSDOT /APNA SECTION 5-04. ASPHALT THIIXENED EDGE FINISHED GRADE UNLESS OTHERWISE SPECIFICALLY NOTED. 2' MIN FINISHED GRADE (q(ApE LANDSCAl GRADE ' \i \ -' /•. //; //. 3. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH STRUCTURAL FILL PER THE \`:� 5' WN \ 5' W GEOTECHNM ENGINEER CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS \`'� 2' W `\yi PRIOR TO PAVING. ,\ \ : // \ 1 =11 =1 =11 1 =1I 11= 11=11 =1 / \i /� � /�� 4. CRUSHED SURFACING SHALL BE PLACED IN ACCORDANCE WITH WSDOT /A IMk SECTION 4-04, AND SHALL MEET "� \ ---- - - - - --- \\' I I I I - - - - - HI =11 =11 1= 11= 11= 11= 11= 11 =11 =11 y NI =11=11IFIFIR11=11- II II°IL=IINI- 11-1 1RI II - 11 -11 =11 \ 11=11 =11.13-71 ME I 1A 11 -1 G T THE REQUIREMENTS OF WrsoDT /APIA SECTION 9- 03.9(3), _ _ _ _ _ _ _ _ /\ /\ \''� 11- - 11- 11= 11= 11= 11= 11= 11= 11 =11= 11 =11= 11= 11- 11= 11 =11= /\, -11 =11=11 \� o/< _ - _ _ _ _ _ _ AN NI /,\i/ I=II II =II =II =II= IIAI II=I 11 =II =II =II 'B' _ _ _ _ =11=11=11=11=11=11=11=11 1= 11= 11= 11= 11 =11 =11 �// 1- 11- 11- 11- 11- 11- 11 =11- 11 =11 -11 1- 11 =11=1I=- Ik=11-11 =11 /y, =11- 1I=1UI_II-11 =11- 11JI_II= 11= 11 =11 =11= 1k- Ik -11= \/, \\/ 1171 IIs11 II 1 SHE 111 11 II=I /� �� PAVEMENT 5. AGGREGATE 91ALL BE CLASS 1/2' MAX MEDINM GRADING CONFORWG TO SECTION 9- EB OF WSDOT /APIA _II=11-10101=11 =11= -11 =11 1 =11s11_II =11- 11 =11 =1 `` /i % II 11 =11 II II II II 11 =11 II II 11 =11 II 11 =11 III II °II II II II_II III II II 11 =11 `�/ //\ SUB -BASE M1sr BE ASRIALT BIDER SHALL BE ASPHALT PAVING WM AR-4000 AND SHALL COMPLY WITH WSDOT A WA 9 -02.1. / II II II II 11 -11 =11 11 II -11 -11 II II 11 =11 J_IIIIIIII_II I_II =1 \` �j 1 =11 -11 II II II II -11 °II II II 11 ="_11 II 11= \ 11x11 =161L = =1121 L= IL= -11 -11 IIeIL= -I_I €I \/ �/ COMPACTED TO 95x MAIL ASpHU MoadG AND PROP0R11DNRNG SHALL COMPLY WITH wsDOT APIA 9-0.8. / =11_II_II_II =11_II_II_II -11 =11=1k-II11=11=1IIIIIII all- 11 =11 =11 =IIII \\ 1 =11- 11= 11 =11= 11- 11 =11 -11 =11_11_11 1 =11_11 - 11_11 =11 =11 =11 / - -_ \ \f DENSITY PER ASIMD1557 6. SAWCUT FULL DEPTH WIffRE NEW PAVEMENT ABUTS E>OSW AND APPLY TACK COAL 'B' 3' CLASS ASPHALT CONCREIE PAVEMENT Nf5 //� \/\ \ \i\ /\i\i\ \ /\ / \ /\ / \ /\i\\ \ \ \\ \ \ / \ \ \,� \i / / \, /i, \\,•\ ' / 2' CRUSHED SWACE TOP COURSE Paving Notes i \ \ >;�y; \ \�; \\ \ >; < \ >; \ \;; \ \ >° <\ \�; < \ >;'\�; < \ >' «'� \ \' / /' /, / /�i,� /.f < \\ /. ASPHALT IXIN(TiF-IE PAVEMENT , \y�\ / COMPACT 10 95x MAX DENSITY SISGRADE /\/ \ / \ / \ / \ / \ / \/ \� \\ \\ \\ \\ \\ \ J , \ /\\' �\.. \\!• \ ` >D g<\;�\�/'�\�!6� /i` •/ / S SEE DETNLQ 4' CRUSHED SURFACE IASE COURSE COMPACT TO 95% MAX DENSITY SUBGI_ ASPHALT CONCRETE PAVEMENT JJgg$; SEE DETAL�j t z tY (W) FILL RO OR v 1. SEE GENERAL ASPHALT PAVING NOTES 0 v COMPACTED UBWADE C EX61NG SUBGRADE COIPACRD 10 95x 95% MAIL DENSITY PER ASIY D 1557 2 90M E ALL AREAS TO BE PAVED WITH SOIL SINUA NT, PRAMTM 25E OR EQUAL AS RECOMMENDED Elf THE MI UFACRIRFR. Is Mar. YP.,AR a • F�. NTS 5 TO M AR5 . OR 1 QN WHITE ' A IT. vA. © ENAMEL P�EESTPI E. N2 Ma ° °� T° 5 "" ry- NIS 3 �L. ws '4 Asphak Concrete Pavement o = �� a q == s5 ° '� >< Raised As halt Ede P g Thickened As halt Ede P g CoordinateFDC e $ location with � I � architectural 3 P interior equipment FENCE s - E per fire system 11 was 2• [design O x� /yyI/�p �p{� �/Ap CONCRETE WHEEL W/ DI MUST BE INSTALLED IMPEOIATELY AMP F PEMETRATON r RPW BUILTIIIIG RG°R STAN (1) NO. 4 BAR (EMI END) a - FWM N µXI. DGCVP Is LOCAM. SHALL: g A HALF PLOP °RAN CONNECTER r0 ME SANITARY III SKTEN. „ R. AYE A MAT rm SYSTEM (Ao' F NJ, MAP) No MAT T•PE 9 APPLY EPDXY RESIN TO C. ND RE USED FOR ST. ACE AROUND ME OoCVA 1 p D to MEASLY OEUnEATED ACCESS wAIS TO o °cNA AND P VA ° SIIFIFA�ES .l1flRE MG HT-OF-ENTRY T IR PE4 Fc MUST BE CRAFTED TO ME L o LIMpN *DU FOR YSPCLRW OF ra °°cvA ASPHALT PAVING SEPARATE FIRE SPANKLEAR 0.05 INCLUDING ART OF DFC MUST BE SUBM ITTED TO R ENTOH TIE PRIERE NTRUNI DEPARTMENT FOR \ R,E MPO A SEPARATE FIFE SPRINKLER PERMI Is PEWIRFO\ . EAffF.D DOWEL yjN\���i /� 6 W \i, /\� L MAN LINE ME (NJ r R) WITH CONCRETE BLOC✓INC (WATER MILAN /j /j ✓�• /� i /\ /•. /i //i /// _ runt so IN mo�c) Imrt PROPERTY sxqu NOT BE uogE 1�L1L \// \,\\ +• z. BRAN. VALVE (FL . MR WT H Vlncx YNPINUND COVER ]. GAS 5: BEETLE IRCHN PIPE ) ALL PIPE AND \JA\i FTMI SHALL BE RESTRAINED WTn SUACP.LE ROSS AND CONCRETE P, BO IhY (ND_VBFS �EWNR RgYPSJ SECTION OTIOSE BLOCKS PEP NFPA AND AWMA STANOPROS J. POST- ISLAAMP VPLME RU) NIM TAMPER Ius. OPTIDNPI 6' -0' yµIES - 10' NN. (¢E NRRACT) 6-a' 5. $ -Dr. it (R x R) WM FLANC£D OVCTLE IR. PIPE SPCA e ICI' WG on. (FL , PE) - r ]. FEAR CWPLING ADAPTOR FINIS. ROOR LEVEL B. APPROVED OOCVJ, AN Muth W!F N HceMONTAL POSMON WLr. (PER DRIVEWAY (BY OTHERS) LEI�IT COMER � L,TEST DEPT. OF HEALTH APPROVED LIST OF BALKR°W PAEKHTM ELEVARBN NFW or OTRI n u F u w OEn<FS) BO ON OF ODCVq $HALL BE n 4enMV 0 _ OT PJ30K CEMENT CONCRETE PECF519N! CLW T9 ( 2 FLOOR LEVEL AND NOT HIGHER THAN ] FFFi NgxIMOU. INSTIL ] CONCRETE PADS OR AOJVSi0D1£ PIPE SUPPORT LOIIMIS UNDER CURB &CUTTER (SEE NOTE 3) 1 B' ESee .pNi (MEN 9CafID N ANNEALED / ) (TP) (S2 SN. RNJ F -]) ' - Mc At ADJUSTABLE STEEL PIPE O FLOOR, H. A B k Y G IN A TO RD RE wM I A I W M TAPER SW TENTS STANCHIONS BOLTED TO FLOOR. MM L 81 ABC WRUNG IN A0i CEMENT CURB (TYTiE PEDESTRIAN CURB (iYP) CFAIdI CWOEIE 5CfM4P !� -Y-NE 10. uEIFffi0 ]/! MLH -Y-PASS OLVA - Ov -Pn55 PETER SHALL BE A INCH ECR- 91 Po9nYE DISPLACEMENT PETER EQUIPPED ICE RAMP NiM 12H:1V SLDPE (TYR) _ TOASTER ICE RFOSDER MATH EAOR READ SEASON PLATE MOUNTED aN ME curSBE OF ME WLwIm WALL (VALL MOUNT TYPE), CEMENT 7 3 /' - 0 11 SING TYPE Cel CHECV VALVE. FLANGE PEP CALL DRP IN VAULT e 4'i 6- RVIDWL + x 6' PAL ELBOW MPEPOCO CONCRETE DEPRESSED SIDEWALK OTEU3) 1 �. 3 ML LISTED RAE DEPT. CONNECTION. OL LISTED BREW AWAY CAPE. (SEE LOCATE WMFI 50 FEET Mq%INMM OF A PUBLIC ARE HYDRANT. P ,. AFTER FIELD NSTALLARON, MNN O°CVA AND BY -PASS DLVA aanFio enaaawnnsguaLxvifsifA. DresiRREar�HEALTH TYPE 1 ,•, ISOMETRIC` VIEW SEE SHEET 3 SURAT D T° OTY °F NMTOH WATER UPUTY ENGLNEERING OEPPRMEI i PRd i0 ACTIVATION OF NEW ENE. INSTALL BRASS Y' RARE TEST LUCKS MTH Y- FLARE CAPS µP N MM :I ¢[ NOTE I ml% CWSE - y -1. SLOPEI(TPJ ` e' MR [ WrRR O-�-RAH Utl NEW i� (¢F NODE ]) INSIDE BUILDING INSTALL FOR S' AND am. PLAN - 7WDb PUBLIC WORKS DEPARTMENT LARGER DETECTOR DOUBLE CHECK DRVEWAv Cl ,F�: F ER T,PF ��FIwT a .. -. VALVE �� V MARCH 2010 (BY OTHERS) ro $cuExm :'- CEIJ. CONE. /•' ,AS,_ CURB Y GUTTER MyIL, (SEE (SEE NOTE 3) T NIx P -D' RMIP [ COUBPCT) RAMP PEASIIC OR RUBBER WHEEL STOPS MAY BE $IRSRIUIED DRIVEWAY ENTRANCE SE SLOPE (TYPI (S CEMENT m WITH A FIROVAL. MUST BE PORT STYLE TO AI N WATER 10 PASS THROUGH. 5 CEMENT CONCRETE DEPRESSED m Port Style Wheel StoND' City Of Renton we Fire Service SIDEWALK CURB & WITTIER (SEE NOTE 3 A 4BEWNK ONE Ax ADNT (SEE SEA RENT ]) (�.) SEER. O TONE 2 - ISOMETRIC VIEW SEE SHEET 4 NOTES. 1. When the drhT,*ay width exceeds 15 feet, construct a full depth h.,r . joint (see Standard Plan F -3) ANN 3 /0' pint 6' -a' I/2' N (Tro) WPR [ amEn rt• W filler along the drlwwaY centerine. IF rARR U. NG¢ D) 2. Construct to parallel with the centerline as expansion Jan paro 12' reau'rea of maximum when tlriAeway wNtM1S exceed �EE�INE RA (BEYOND IJLLIAgL GATE BEYOND . r Sidewalk 30'. She Sld. Plan far sidewalk details. ]/e' FSTUF MA lBNT (TP.) (SET $1D. PLAN 1-3) 4 SLOPE 7 SEE DETAIL 12 SLOPE 3. Curb and gutter Mown, see the Contract. Plans for the curb design specified. See Std. Plan P -1 for curb detals. DmEEPRA ¢GnoN O DN 7 (�0.5' FRFIDQNtD W pi y �N 4. Avoid placing drainage structures, Junction boxes or other CEMENT CONCRETE DRIVEWAY ENTRANCE BY OFFERS) CEMENT CONCRETE i obSWCtions iD Gant of drlwway entrances. DRPITWAY ENTRANCE WR1f� DEPTH (D) STORAGE CAPACTIY MAX W.S. a (v) TYPES 1. 2. 3, & 4 s. when approaches are constructed n a commercial zone. TYPES 1, Z. 3, & 4 AML[. ALL COMPONENTS ( PLANT i "" 3A _ WIDTH concrete to 0 inchn driveway [nuance shat L. thickened from s mcM1e 10 inches. This d behind concrete T and 1-4, Sheet 1 OF 8 be the miyeway Sheet 3 OF e \ \\ . MUL FOR SF�TER 5 \' \/i //\ , \%/ =367. / / /�j ��``� \/� \ %T \ %� \ %�\% \ \% //\ / en nprpn, m the �Iro and way o"n gutter associated with each tlrivewoY opproacM1. ® ADOPTED gutter a cciated with Ch QEY Cf RCII°P ® ADOPTED m OIY OP 1®+1¢! \ / $ A\\ /\ ON, /\/ PEWS. . Isr . oan. SfLVW1m PIAId ... w/. 'Arm "N" �' DWG. NAME: F004 SP PAGE: F004 'pgiE M LaREVI510N ' BY gPPR DATE RENEION BY PPPR DWG. NAME: F004 -2 SP PAGE: F004.2 / \ \^ 0 SUBGRADE SOIL PREPARATION RDTOTIL• DD NOT COPACT. SEE SECTION 02720 2 ? \`'/\ \`'�\ \`' ' \`'/\ \' /\ / \ \' / \` / \`' Q2 MOM COMPOST Bp- REIENTpN SOD, SEE SECTION 02720 ' ' �� IX SUB(X7ADE, DO NOT COMPACT v 6 SCARIFY TO A MINIMUM DEPTH OF 12' Q3 COMPOST MULCH, SEE SECTION 02720. 3-10 W. 04 RIVEN RODE ENERGY DISSIPATER WL19E ADACENT TO PAVEMENT o >� ASPHALT �. AS REQUIRED PER PLAN, SEE DUAL R- 31 1906 © NO11HIl EN FILTER FMW MR-A 14M OR AFFIRM EQUAL a° 07 RAN CARDER PLAT Ml SEE UWOSCAPE PLANS ® III SPEC 9-0112(4) GRAVEL BACIOTLL FOR DWYE6 RAIN GARDE NIB 10 Cement Concrete Driveway 6 Cement Concrete Driveway 7 1013 WEED. W le— Z U J J a O Z W awadkwmwmw 1520 berth OYe suite 400 seufHe, wo 96101 12064676906 f 206 624 1491 buHabdesian•com i F T� i V m 1a r V Z Y eeleele 0 W J V U W Z O W cc 3 11111/14AW PROJECT DRAVWN BY Me CML `I DETAILS Y' C310