HomeMy WebLinkAboutTED4001877.1STORM WATER DRAINAGE NOTES 11/30/88-
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -
CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF
PUBLIC WORKS, DESIGN ENGINEER.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1988 STANDARD
SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED BY
WSDOT AND THE AMERICAN PUBLIC WOF.KS ASSOCIATION (APWA), AS AMENDED BY THE
CITY OF RENTON DEPARTMENT OF PUBLIC WORKS.
3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED
PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION
FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF
RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER
UTILITY.
4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
5. DATUM SHALL BE USGS UNLESS OTHERWISE APPROVED BY CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVATION ARE NOTED
ON THE PLANS.
6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO
CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY
MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ONSITE
EROSION HAS PASSED.
7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION
PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS
OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WATER
UTILITY.
8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER
THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A
LANDSCAPE ARCHITECT AND APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM
WATER UTILITY.
9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT SITE OF
WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS
SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED
BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE
WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. ALL PIPE BEDDING
SHALL BE APWA CLASS 'C', WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH
BACKFILL SHALL BE COMPACTED TO MINIMUM 95X FOR PAVEMENT AND STRUCTURAL
FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE
6" OVER AND UNDER PVC PIPE.
10. STORM DRAIN PIPE SHALL BE CONCRETE, RUBBER GASKETED ASTM C14, CL.2 OR
ASTM C-76-II OR 16 GAUGE GALVANIZED STEEL, TREATMENT 5 ASPHALT COATED
WITH WATER TIGHT CONNECTING BANDS. 36 INCH STORM DRAIN DETENTION PIPE
SHALL BE 16 GAUGE GALVANIZED STEEL, TREATMENT 1 ASPHALT COATED WITH
WATER TIGHT CONNECTING BANDS.
11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF
ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK.
12. ALL CATCH BASIN GRADES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE
ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON DEPARTMENT OF
PUBLIC WORKS, DESIGN ENGINEER.
14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE
OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE
FOLLOWING SPECIFICATIONS: 411-811/40%-70% PASSING; 2"-4" ROCK/30%-40%
PASSING; AND -2" ROCK/10%--')% PASSING.
15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE
STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS:
DESIGN ENGINEER OR STORM WATER UTILITY. AN ACCURATELY DIMENSIONED
CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO
THE CITY OF RENTON UPON COMPLETION.
16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON
DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR
LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE
CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING
AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION.
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD,
SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED
ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO
PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY
THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY
INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL
PLAN BY THE TRAFFIC ENGINEERING DIVISION OF THE DEPARTMENT OF PUBLIC
WORKS. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23,
TRAFFIC CONTROL SHALL APPLY.
18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS
WITHIN THE AQUIFER PROTECTION AREA.
19. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALT.
BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT
LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
20. TYPE 1-C CATCH BASINS SHALL BE PER APWA STANDARD PLAN B-1, WITH APWA
STANDARD PLAN B-2a FRAME AND GRATE. TYPE II CATCH BASINS SHALL BE PER
APWA STANDARD PLAN B-le, WITH APWA STANDARD PLAN B-2a FRAME AND GRATE.
21. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND
ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
22. GRAVITY OIL/WATER SEPARATOR PER PACIFIC INTERNATIONAL PIPE AND
ENGINEERING, INC. NO. 577 WITH 15 INCH DIAMETER SAMPLING TEE OR EQUAL.
TO ADJUST COVER TOP ELEVATION, ADD FULL RISER RINGS AND EXTEND BAFFLES TO
UNDERSIDE OF COVER.
c r AME K LAC) L: ,�,l O z s'I"_ r _>
OF):SET•. SEE NOTE S. FRMYE
& COVER ELEVATION PER PLAY-4
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NOTES`
MARYwD"GRAIN`
I_
SEE SUR
,ORt?IGES
WATER MGXT. OIV, BULLETIN 'XULTIPLE
GENERAL NOTES FOR SANITARY SEWER
WITH LOCKtNCi 3c`LTs:
SIE OWG'S. r-ia 49 5rI�y25'
EP•P> SEPT- 1, 1335,
1. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM
Ton ELE--- 2 �
2,
PIPE SIZES
AND SLOPES, PER PLANS.
D 3034, SDR 35.
J.
OUTLET CAPACITY:
NOT LZS3 TRA:4 COM3INED IItLETS.
2. SANITARY SEWER MANHOLES SHALL CONFORM TO APWA SPECIFICATIONS, SECTION 7-
05. MANHOLES SHALL BE APWA STANDARD PLAN NO. B-23a.
4,
)=T:S. P RTC"
:CRAOSTen 2ES S-,L.n', GALVISIZED
PIPS PA2T3
TO UAVZ ASrPI§"T Tic lf-'? 4'" ',
3. BEDDING AND BACKFILL FOR SANITARY SEWER PIPE SHALL BE APWA STANDARD PLAN
B-18C, CLASS -IF" BEDDING FOR FLEXIBLE PIPE (PEA GRAVEL FROM 6 INCHES BELOW
"3° FRAta A LA °"' OR ST<7``S OFFSET SO PIPE TO 6 INCHES ABOVE PIPE).
MAX. WS { . A. C'_ 'C,I. IV V1313LS FROM TOP.
5. AN LvA.�! B. CLI 0 ;fi 'P.�CZ IS CLEAR 0! RI3EA UP 3lTEl OOC I=y •S. C r14Ct„' GASP 4. MAXIMUM TRENCH WIDTH FROM TOP OF PIPE ZONE TO BOTTOM OF TRENCH SHALL BE
•.SEE {?WG„ No 39 Y,(cR5 C` x11�. =CLEAR OF CL:4D. FORTY (40) INCHES. MINIMUM TRENCH WIDTH SHALL BE TWENTY-FOUR (24) INCHES
,
PLUS INSIDE DIAMETER. ABOVE THE PIPE ZONE, THERE IS NO LIMIT TO TRENCH
• WIDTH.
G. ze 'tas „- aT PIPE C"MIM.T3 TO CEXE.al C=19TE
CLScANOUT CATS.: g}{ fi9PIPE. OUiT `:` -'>PS TO HAVE S OTll O.D. BQDdS. To
, CONCRZT P:; s.D, LESS 1/4".
r GATE. SEE DWG„ K.
53 KCAZS 7. MULTI-CRIBIC BL3CUS, )I.3Y BE LOCH" . AS 3
ALL ON ONE SICE OF RISER TO ASSURZ LAMER
CLZAI _NCS.
/
r
e:
+'
'W I I 7.Lc�z
POV, OIL POLLUTIZu
�aC-�Cwlsi��i•,V/ib11
CATCI a iB,,A5I TYP 2
�411
j �,•�
DlkMETUR kc-v REOUIk D
SEE DWG: No. .Z KC Its.
1. MR. JIM HAWTHORN OF METRO SP.ALL BE :NOTIFIED AT LEAST TWO WORKING DAYS
PRIOR TO CONSTRUCTION IN ...:a VICINITY OF METRO'S 108 INCH DIAMETER LINE
(PHONE 684-1303).
2. DURING CONSTRUCTION, NO DEBRIS SHALL BE ALLOWED TO ENTER METRO'S 108 INCH
DIAMETER SEWER.
3. THE MANHOLE SHALL BE UNLOADED ALL AROUND OR STRUCTURALLY SUPPORTED DURING
CONSTRUCTION TO AVOID UNBALANCED SOILS LOADING.
_
4. PLANS FOR DEWATERING ADJACENT TO METRO FACILITIES SHALL BE SUBMITTED TO
MR. JIM HAWTHORN FOR METRO REVIEW AND APPROVAL AT LEAST FIVE DAYS PRIOR TO
CONSTRUCTION
PLAN VIEW
FLOW RESTI RICTC1 I /OIL PCLLUTION
CONTROL VICE, TEE TYPE. (FR --T
KING COUNTY, D;ri
WASHINGTON � NO. 2
NOTE: 'CITY TO MAAN'rAIN 51EWER wrrHlN
SEWER EASEMEAti ALL OTHER SEWERS
(SIDE) ARE PRIV ATE ANb WILL BE
IJo'f E : MAtNTAINED 8Y OWNER.
5. THE CONNECTION TO THE 108 INCH DIAMETER SEWER SHALL NOT BE BACKFILLED EASGMC% -� MA-(
�� UIizED
UNTIL IT HAS BEEN INSPECTED AND APPROVED BY METRO. Fog djAl\I I'�ArL'ajGv-J EX• Mfs�IZo M o
GOI.JI.IEG�101�I To Mti'(120 (Z1h'I - 2 4vZ
ATE DOOR
MHJIMUM Z9 DAY COMPRESSIVE 5TRCNGTI!°FG4000 PSI.
DESIGN IN ACCORDANCE W/ KU 5Z56,3'MINIMUM'. RMUIREMEUM
FOR THIN SGGTION PRECA5T C0kXPETE [OI.LSTRUCrOJ.
MIUFURCEMENT:
DEFORMED MR5 IN DGCMDANCE W/A5T M. A1o15 65 GQADE 40,
WELDED WIRE rAbRIL IN ACWRDANGE W/A52-(do E AI55-0
DESIGN LOADS:
AASI-10 -1-1 j20
GALVA�;1211J6
ALL FABRICATED STEEL REM5 CY(.EPT REINFORcny,,.TOBE
HOT DIPPED GALVAUIZED AFTER FASR°CATI0IJ,Cj0WFDRMwG
TO SPECIFICATIOWS A5TM A5e4,A395,A38fo,tAIZ3.
61 VA.'(ER SEPARATOR DETAIL -
NOTE; EX ►Z�Sb
SHrILL C,OtJ51ST orFILUMC., PIPE
WITH SAab AND c,Ro%3TINc,
~L� AoTH EN1DS. ,,..��
J t C Sti r- AS -BUILT
'ASh,
VICINITY MAP
TOP ELEV =21 3
IE=13.0
s,
DRc? CowNELTIDO
IPER STD PLAN 8-13
CORE DR\LL 7A? W ITtk
KOR- N- SEAL_ (_ONA)ECM R
MklHOLE DF-TAIL tJT.S
DRo7 OOh11J-EtToN -i0 METRO SEtiJER
6. THE 8 INCH CONNECTION SHALL BE MADE AT LEAST TWO FEET FROM THE NEAREST 1 Fi - - 3 -I 1 ... 9 li
JOINT IN THE 108 INCH DIAMETER PIPE AND SHALL ENTER THE 108 INCH PIPE AT MA ti Na LE 1 �-I V•
THE SPRINGLINE.�1��•-''.(..t�
.! �'o �.ov 5y�•t �2r�c�Y` u1r THIS DRAWING REFLECTS 'J'HE- AS -BUILT POSITION OF THE
7. THE NEW CONNECTION TO THE 108 INCH DIAMETER SEWER SHALL BE MADE BY CORE G:3 1Z 'r I PGA I �Q �J AIS.�j jjND`i�F.G:O�JND SEWR> WA1T1tR, A,RD TOP-M DRAIN SY�W AS
DRILLING AND USE OF A KOR-N-SEAL BOOT AS DISTRIBUTED BY P.I.P.E. , INC. , Q 1M _ .�� Z`'/ I - I I SfJI.�''I✓YC' I} & j,(X�j.; TEU THIS DATE.
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y"xE/NSE=21.97 1 PAR APWA 5-rc�• PLAO 5-16 p
8. THE CONNECTION SHALL BE PLUGGED AND NOT PUT INTO SERVICE UNTIL THE IL' /E/Nt= s 21•Br SGG DE AIL ILj RIM = T3.65
TRIBUTARY SYSTEM HAS BEEN CLEANED, INSPECTED, TESTED, AND APPROVED BY THE �' s 2I.3o f( M : -•' TYPE I _
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