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G73"*8 (TYPE l l -48")TYP -48
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2-2/3 INCH BY 1/2 INCH (NOMINAL CORRUGATIONS)
bIDIES_AND SPECIFI CAI LONE -_Li:ti__SIQnh3__12BA1NS___ANQ_
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1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD 16 8" TO 48" 8" TO 27"
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY 14 30" TO 36"
WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, 1981 12 60" 4 2 " TO 54"
(APWA) AND CITY OF RENTON STANDARDS. 10 60"
2. CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY
SEDIMENTATION/COLLECTION FACILITIES TO INSURE THAT SEDIMENT LADEN 3 INCH BY ONE INCH CORRUGATIONS
WATER DOES NOT ENTER N,,TURAL DRAINAGE SYSTEM. THESE FACILITIES MUST
BE IN OPERATION PRIOR TO CLEARING AND CONSTRUCTION AND MUST BE EUN-518uGE QALY__SIEEL AL11LINUIi
MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND THE 16 36" TO 102" 30" TO 60"
POTENTIAL FOR ON -SITE EROSION HAS PASSED.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT 6. BEDDING FOR STORM DRAIN PIPE SHALL BE PER APWA STANDARD PLAN NO.
62. SEE DETAIL THIS SHEET.
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND
CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 7. TRENCH WIDTH IN BEDDING ZONE SHALL BE 1-1/2 TIMES THE PIPE
4. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED DIAMETER PLUS 18 INCHES.
PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S 8. TYPE 1-C CATCH BASINS SHALL BE APWA STANDARD PLAN NO. 52,
RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING WITH APWA STANDARD PLAN NO. 49 FRAME AND GRATE AND TYPE 60 OUTLET
CONSTRUCTION. (INSPECTION MILL BE ACCOMPLISHED BY A TRAP. TYPE III - 54 INCH MANHOLE SHALL BE APWA STANDARD PLAN NO.
REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S 37, WITH APWA STANDARD PLAN NO. 42 FRAME AND COVER.
RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE
OF BACKFILLING ALL CONSTRUCTION. 9. CONTRACTOR IS SOLEY RESPONSIBLE FOR THE MEANS, METHODS AND
SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS
5. STORM DRAIN PIPE SHALL BE CONCRETE, RUBBER GASKETED ASTM C14, CL.2 ON THE CONSTRUCTION SITE.
OR ASTM C-76-11 CORRUGATED, GALVANIZED STEEL, TREATMENT ONE (1) 10. SANITARY SEWER PIPE SHALL BE CONCRETE RUBBER GASKETED ASTM C14-CL.3
ASPHALT COATED OR HELICAL CORRUGATED ALUMINUM. GAUGES FOR VARIOUS OR ASTM C76-11 OR POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM 0
PIPE SIZES SHALL BE ACCORDING TO THE FOLLOWING TABLES. 3034.
T - 4t pe
KEW CO RTZO . IN R41 (7 Z�)
-To P I8•30
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APPROVED FOR CONSTRUCTION
CITY OF RENTON DEFT OF PUBLIC WORKS DATE
NTS
GENERAL NOTES -T
.IOINTS, Dijimerr CxC[10 W C/C NO5"Ll. BE PLACED NOT TO
R Lm TTma C
CONCRETE: COON%SLC
NfCCONCRETELL OEM SMALL YQLAW /OCLA/S�S 9(1-UT)
AN
Cut[SMT' TION 7i.LR IMi1tiEAALV
PROCEDURES: ALL WORK SMALL K Be ACCORDANCE
SRTN A.GW.A. PLANS FCCIPICATIaNS
ON AS SM[CM Mr 1N[ 91111111SWER
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#ECTION A -A
BITS
ALTERNATE I
Note:
Driveway can Pe reduced to a
thickness of„8 when a 10 gage
pattern is used
RNSION JOINT (TYPI
JOINT (TYP.)
See 'City Of Renton' 51 ndord VAR. VAN.
Detail For Depressed Driveway rEXPTANSION JOINT
Curb 8 Gutter - Type D
vt•P SLOPE
lo"
b SECTION A -A
----------
EXPANSION JOINT
ALTERNATE 2
CITY Of RENTON GENERAL NOTES
NePANrr6M♦ OF •sseue Wewr'e JOINTS JoWs shall be placed as shown
'ANOARO DEPRESSED 1
CURE• NUTTER - TYPE 0 ar a. a .ecl.d by the Ene;n..r
r CONCRETE Concrete shall be 14 day Class 6 (3/A )
air entrained Portland cement conerele
.AMC--... - -
�� PROCEDl1iES All work snail be In accordance wUh A.PwA
plonk and specifications or as directed by
the En pmeer.
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(TYPEn'- 7Z,)
CSEF DETALL_43f-LoW)
NOTE' ALL STEEL PART5 MUST BE
GALVANIZED AND A5PNALT COATED.
EXPANSION JOINT (TYP.)
CITY OF RENTON
O e P A A T Y e N T OF • Y a L I C WORKS
STANDARID INDUSTRIAL
a COMMERCIAL DRIVEWAY
K NONE
LOCKING LID
t /
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(TYPEII-54")
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TYPICAL DETENTION PIPE
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RIM ELEVATION= IS.3o
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SHOP DRILLED - 0= 2,nclLe ` 3
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1•.IOTE. t dL_L� STEEL. P1�RTS ►.iIUS."T' BE Mbp� of Got-QyOr�SIOr.1 y2• F�It�T/p•�'�-
M�TEQ 9Y CHECKED BY
CONTROL OUTLET MANHOLE SCALE DATE
- 1715--- - 1 r'- 40 r 3/t4g/u
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