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Building 'M'
NE Seventh Street
Renton, WA
• 1 =( ,l11Y
1. 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
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Building 'M'
NE Seventh Street
Renton, WA
• 1 =( ,l11Y
1. 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
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