HomeMy WebLinkAboutzS-3739SetA PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 15, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
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SHALLOW SANITARY SEWER
j MANHOLES PER STANDARD
PLAN #400.2
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MIN. FF ELEV= 430.00 41
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MIN. FF ELEV =430.
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MANHOLE FRAME AND COVER
NELI-
PER DRAW1NG 401.
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MIN. FF ELEV= 431.00
4' MIN. TO
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STA. 32 +50.0 5' LT.
440
24" a
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SSMH 2, SHALLOW MH -54
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nRIM = 428.14
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6° PVC SIDE SEWER n
6" C -900 OR D.I.
4
SIDE SEWER
1.........
NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2 STEPS ME TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
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3. CASING TO BE PER DRAWING 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
8" WM
6. ALL JOINTS SHALL BE GROUTED.
32 +00 `
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES. INCLUDING
CHANNELING, COATED (SEALED) WHH A HIGH SOLIDS URETHANE COATING:
WASSER MC- AROSHIELD OR APPROVED EQUAL: COLOR OF COATING SHALL BE WHITE.
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RUBBER GAS(ETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443.
SS C -900 OS =0.50%
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE
STORM
LARGEST PIPE
i 5= 0. 507 ........................... ........................:.....
10. CONNECTONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL
BOOTS OR APPROVED EQUAL.
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PTTBTIC WORKS SANITARY MANHOLE YiAN - 400$
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DEPARTMENT SHALLOW
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MARCH 2008
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MIN. FF ELEV =430.
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ALL SANITARY SIDE SEWER STUBS SHALL BE PLACED AT
MINIMUM SLOPE = 2.00 %. PIPE TYPE AS CALLED OUT.
29G1tw
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION, NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG, 811
RIM= 431.15 + /-
IE= 422.86, 12 "(EX.
E-422.96: 8 "(NEW
5- 313901
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
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MIN. FF ELEV= 431.00
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I MIN. FF ELEV= 432.00
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I MIN. F ELEV -, 5v.00
STA. 32 +50.0 5' LT.
440
I a
SSMH 2, SHALLOW MH -54
440
nRIM = 428.14
2h d COURT
NIE= 424.21, 8" OUT) 4
IE= 424.37, 6 "I1\1) 0
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STA. 2 +13 1
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6° PVC SIDE SEWER n
6" C -900 OR D.I.
SIDE SEWER
1.........
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32 +00 `
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250LF., 8" SS C -900 OS =0.50%
STORM
25(1LF.;..8'1..SS(C- 900j.. i 5= 0. 507 ........................... ........................:.....
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420
1
SSMH 2 SHALLOW MH -54 ": SSMH 1 CUT -iN 481' -i
1 O
RIM= 428.14
1
RIM =431.1 + -
IE= 422.86, : 12 "(EX.)
LO
4 61' PVC SIDE SEWER 0
0 1
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32 +00 31 +00 30 ±00 410
MIN. FF ELEV= 431.00 h MIN. FF ELEV= 430.00II0
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ALL SANITARY SIDE SEWER STUBS SHALL BE PLACED AT
MINIMUM SLOPE = 2.00 %. PIPE TYPE AS CALLED OUT.
29G1tw
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION, NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG, 811
RIM= 431.15 + /-
IE= 422.86, 12 "(EX.
E-422.96: 8 "(NEW
5- 313901
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
OFFS ENGINEERS r y GE D M
13932 SOUTHEAST 159TH PLACE - D_L
RENTON, WASHINGTON 98058
PHONE: 425-260-3412 gyo,,pF 27460 (
3L
CONTACT: DARRELL OFFE, P.E. FsStONAL FAG 06/11 /2014 N0. REVISION BY DATE APPR ""RaTa
GRAPHIC SCALE
0 10 20 40
1 inch = 20 feet
By. Date, 7- , &.zej
By, Date,
By, Date,
i, INC.
SCALE CITY OF RENTON 7 SHORT PLAT 02/15/2014xaanaxRixwLaylac,
P.E.
RENTON JAYMARC HOMES, LLC
P.E.
I gEMOI DATUM SEWER PLAN & PROFILE
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ATAT 1Y Planning /Building /Public works Dept. NE 2nd COURT / NILE AVENUE NESfNFIOLYYAHYY
9 aR15
SEWER
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EDMONQ
430 v~ 430
PROPOSED WM -3' BURY- - -- - -- ------------------
25(1LF.;..8'1..SS(C- 900j.. i 5= 0. 507 ........................... ........................:.....
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420 420
SSMH 2 SHALLOW MH -54 ": SSMH 1 CUT -iN 481' -i
RIM= 428.14 RIM =431.1 + -
IE= 422.86, : 12 "(EX.) IE= 424.21, 8" OUT)
IE= 424.37, 6 " IN) E= 422.96,:8 "(NEW)
410 32 +00 31 +00 30 ±00 410
OFFS ENGINEERS r y GE D M
13932 SOUTHEAST 159TH PLACE - D_L
RENTON, WASHINGTON 98058
PHONE: 425-260-3412 gyo,,pF 27460 (
3L
CONTACT: DARRELL OFFE, P.E. FsStONAL FAG 06/11 /2014 N0. REVISION BY DATE APPR ""RaTa
GRAPHIC SCALE
0 10 20 40
1 inch = 20 feet
By. Date, 7- , &.zej
By, Date,
By, Date,
i, INC.
SCALE CITY OF RENTON 7 SHORT PLAT 02/15/2014xaanaxRixwLaylac,
P.E.
RENTON JAYMARC HOMES, LLC
P.E.
I gEMOI DATUM SEWER PLAN & PROFILE
f KOf tlE fNN
ATAT 1Y Planning /Building /Public works Dept. NE 2nd COURT / NILE AVENUE NESfNFIOLYYAHYY
9 aR15
SEWER
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SEWER
1.
2.
3.
4.
GENERAL NOTES
ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY
RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR
MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN
PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION
AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
EQUALLY SPACED 12P
2.
Q5.
APART ON 23 1/16' (586-)
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
J
DIA B.C. (SEE DETAIU
3.
d 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
F" 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
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C 3/4 O.D.
Q 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE
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SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL
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SEWER o O
ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
9. BACKFlLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE
Z
COVER BOTTOM VIEW
AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO
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COVER & FRAME
95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE
F_
PLAN VIEW
DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE
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25' DIA. 635nn] I- 1• (3 ) BLT 500. (ALLEN 2 SS
314• j- [25nn] 5-11 x LS SS
THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
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R.U B B\ER VASHER
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATION S
10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE
PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW UNE IS
I
BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT
MAINTAINED.
222nn] [69nn1
SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE
TYP
PLACED IMMEDIATELY AFTER BACKFlLL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE
COVER SECTION VIEE W
PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD.
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
25 114• n1A
1/4'
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
xEDP(6RENE CASKET fJ
ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD
7]
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61
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING
152nn] [3nn1
OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND
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5/8' J 23 3/8' IN A CCL OPEN
COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF
u6nm [s/ GASKET GROOVE DETAIL
THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE
2] 5/16' DIA
PEA GRAVEL 6" ABOVE AND BELOW THE PIPE.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 12 INCH ABOVE
1867.) NOTES:
FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
IMIN MINI MINI IMIN MINI
SEE DWG# HR -05 FOR MINIMUM STANDARDS
FACE OF CURB OR
EDGE OF PAVEMENT
2" CLASS 'B'
CENTER LINE OR
LANE LINE
6.5' MIN.
1' 1' 2.5' 1' 1'
MIN (MINI MIN IMINMIN
ACP CLASS 'E' OR '8'
6" CRUSHEDSURFACING TOP COURSE
CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
WHEN PERPENDICULAR TO
ROADWAY CENTERLINE
ADOPTED
CQP OF IODWOB
WAKINIRDIm ' PY19DR4IyeB
DWG. NAME: HR -23 SP PAGE: H032
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
N.T.S.
OFFE ENGINEERS "%
27450 ..:•`
F
13932 SOUTHEAST 159TH PLACERENTON, WASHINGTON 98058 Z
PHONE: 425- 260 -3412
CONTACT: DARRELL OFFE, P.E. Eli 4' NO. REVISION
INC.
D.L. OFFE, P.E.
BY I DATE I APPR I iP°'A1i4D
BACKFILL MATERIAL
SEE NOTE 5)
CONCRETE CLASS C
SEE NOTE 8)
FOUNDATION LEVEL-
BACKFlLL MATERIAL
SEE NOTE 5)
BEDDING MATERIAL
FOR RIGID PIPE
SEE NOTE 6)
FOUNDATION LEVEL
BEDDING MATERIAL
FOR FLEXIBLE PIPE
SEE NOTE 7) -
FOUNDATION LEVEL
W (SEE NOTE 4)
CLASS A DESIGN)
W (SEE NOTE 4)
CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
W (SEE NOTE 4) -,
CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
NOTES:
BOLTHDLES - 3 PLCS
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
EQUALLY SPACED 12P
2. HAND TAMP UNDER HAUNCHES.
APART ON 23 1/16' (586-)
4" MIN.
1/41.D.
12" MAX.
BY
DIA B.C. (SEE DETAIU
3. COMPACT BEDDING MATERIAL TO 95% MAX DENSITY EXCEPT DIRECTLY OVER PIPE
B 1/4 O.D.
HAND TAMP ONLY.
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4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
C 3/4 O.D.
OF THE STANDARD SPECIFlCTATIONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS.
RE-
O.D.
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18 ".
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5. TRENCH BACKFlLL SHALL CONFORM TO "BACKFlLUNG SEWER TRENCHES" IN THE
SEWER o O
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
COVER BOTTOM VIEW
SACKFUL MATERIAL.
COVER & FRAME
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
PLAN VIEW
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
25' DIA. 635nn] I- 1• (3 ) BLT 500. (ALLEN 2 SS
314• j- [25nn] 5-11 x LS SS
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
R.U B B\ER VASHER
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATION S
8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW UNE IS
I
MAINTAINED.
222nn] [69nn1
TYP
COVER SECTION VIEE W
EON BOLTING DETAIL
26 1/2' DIA
673nn]
25 114• n1A
1/4' 1 1116- 1 1/16'
2 rV4' n DIA 027-1
1xEDP(6RENE CASKET fJ
7]
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61152nn] [3nn1
7 -
J.
R3ml
5/8' J 23 3/8' IN A C CL OPEN
u6nm [s/ GASKET GROOVE DETAIL
2] 5/16' DIA
694nn]
34 1/8' DIA
1867.) NOTES:
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717CI OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
DRAIN" ON COVER), SANITARY (SPECIFY
SEWER "). OR WATER (SPECIFY "WATER ").
Y PLAN - 401
1• PUBLIC WORKS MANHOLE FRAME AND COVERDEPARTMENT
DECEMBER 2006
4' NO. REVISION
INC.
D.L. OFFE, P.E.
BY I DATE I APPR I iP°'A1i4D
BACKFILL MATERIAL
SEE NOTE 5)
CONCRETE CLASS C
SEE NOTE 8)
FOUNDATION LEVEL-
BACKFlLL MATERIAL
SEE NOTE 5)
BEDDING MATERIAL
FOR RIGID PIPE
SEE NOTE 6)
FOUNDATION LEVEL
BEDDING MATERIAL
FOR FLEXIBLE PIPE
SEE NOTE 7) -
FOUNDATION LEVEL
W (SEE NOTE 4)
CLASS A DESIGN)
W (SEE NOTE 4)
CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
W (SEE NOTE 4) -,
CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
B
LIMITS OF PIPE ZONE
1' -0"
NOTES:
LIMITS OF PIPE ZONE 1. PROVIDE UNIFORM SUPPORT UNDER BARREL
CLASS C
2. HAND TAMP UNDER HAUNCHES.
A
4" MIN.
1/41.D.
12" MAX.
BY APPR
3. COMPACT BEDDING MATERIAL TO 95% MAX DENSITY EXCEPT DIRECTLY OVER PIPE
B 1/4 O.D.
HAND TAMP ONLY.
1/8 D.D.
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
C 3/4 O.D.
OF THE STANDARD SPECIFlCTATIONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS.
cB4
O.D.
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18 ".
A
T_ 5. TRENCH BACKFlLL SHALL CONFORM TO "BACKFlLUNG SEWER TRENCHES" IN THE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
SACKFUL MATERIAL.
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
LIMITS OF PIPE ZONE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
T. 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATION S
8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW UNE IS
MAINTAINED.
B
LIMITS OF PIPE ZONE
1' -0"
A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27' I.D.
4-4-8]
BEDDING CLASS DESIGN
DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F
A
4" MIN.
1/41.D.
12" MAX.
BY APPR
ZERO
B 1/4 O.D. 1/2 D.D. 1/8 D.D. ZERO O.D.
C 3/4 O.D. 1/2 O.D. 1/8 O.D. O.D.
A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27' I.D.
4-4-8] Cwra0letl note 4 DCV DT
2 -2f -BI Revbetl notes, 4,5.],4 B. AtltlM note 8 KJ
DATE I REVISION BY APPR
PIPE BEDDING FOR SANITA
PIPE BEDDING FOR SANITARY SEWER
Y ADOPTED
CITY OP BENIGN
STANDARD PLANS
N S LET MTE: 4 /97
DWG. NAME: BW18C SP PAGE: B077
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2 "x 4" STUD MARKER POST PAINTED
WHITE WITH THE WOR *SEWER" STENCILED 0 `J
PROPERTY UNE _ IN 3" HIGH BLACK LETTERS AND #6 WIRE n n CiWRAPPEDAROUNDTHESTUDAND
EXTENDED TO THE TOP OF 7HE STUD. .Z-I
0
10
FUTURE O
6" BUILDING SEWER PIPE BUILDING SEWER a+ =
W N N C)
TEE WITH 6" SIDE OUTLET
SURFACE WYE WITH A 1
p ' SURFACE CLEANOUT WITH a > WCASTIRONRINGCOVERn , 6" SIDE SEWER AND BUILDING SEWER a
rc (EAST JORDAN IRON WORKS Z
2975 OR APPROVED EQUAL, m
u
SPECIFY 'SEWER' U
SEE STD. PLAN 403.3. 1 FOR a
INSTALLATION) (!)
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
DO
1:3*MIX
COBL PM\25
SLOPE
6' SIDE OUTLET TEE
HORIZONTAL
EWER MAIN LSR MAIN
6" MIN. CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
ELEVATION
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS
TO MAIN LINES ARE AS FOLLOWS:
A. VITRIFIED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE
COUPUNGS(FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CORE -DRIUID NTH ROMAC SADDLE
OR APPROVED EQUAL).
C. PVC MAIN - CORE - DRILLED WITH ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGS
D. DUCTILE IRON MAIN- CORE - DRILLED WITH ROMAC SADDLE
OR APPROVED EQUAL).
E MANHOLE CONNECTION -ALL CONNECTIONS TO MANHOLES SHALL
BE AT MANUFACTURED KNOCK -OUTS OR THE
STRUCTURE SHALL BE CORE - DRILLED.
NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
STANDARD SIDE SEWER INSTALLATION
SEWER MAIN TO PROPERTY LINE)
STD. PLAN - 406.1 F-
wmrx ruw I
SCALE Iw NW , IOU, as CITY OF
RENTON
O1EeM" DATUM
AT ax. r..c Planning /Building /Public Works Dept.
F K0I QE M?I
5(J!E /0.CADNYY
G`D
5- 313902
By: " Date: • /o.
By: Date:
By: Date:
By: Date:
RENTON 7 SHORT PLAT
JAYMARC HOMES, LLC
SEWER DETAILS & NOTES
NE 2nd COURT / NILE AVENUE NE
02/15/201'
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10 DI'15
EWES
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A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 15, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
SHARED ACCESS AN
UTILITY EASEMENT
SHALLOW SANITARY SEWER
MANHOLES PER STANDARD
PLAN #400.2
MIN. FF ELEV=430.00
MIN FF E1 EV -430 00
MANHOLE FRAME AND COVER
PER DRAWNG 4-01.
for .S:
TEPS' TO BE FI'ROP Y L�N SA`t54
2_ S -EPS ARE E # PLS E EGRE!� SETAS INSTALLED.
:. CASTING TO 13E PER OR MN," 401,
4. MANHOLE SEICTIONS TO BE OF REONFORC.ED PRECAST CONCRETE,
5. OPENING SHOULD BF ON DOWNS-11FRFAMSIMM=
. ALL, JOINTS SHALL BE GROUTED.
SANltiTIARY SEWER MANHOLES SHALL HAVE AUL INTERiOR SURFACES, INCLUDING
ICHANNEUING, COATED ( SEALED) WITH A H- GH, SOLIDS U ETHANE �J TIN
ASSER G-ROSHIELD OR APPROVED EO LR COLOR OF COATING SHALL BE " I TE.
RUBBER GASKFTFD JOINTS SHAH_ BE I4, CONFOR ANCE Wl,TH ASTM C-443.
€;HANNEL HEIGHT SHALL E A MINI LI14� � �� 1E INSIDE DIAMETER OF THE
LAR G,EST P,, P E_
` iONNE.110NS••<ArOLE SHALL PEMADE' USINIC GPK ADAPTOR, 0R ---S-_ SEAN
t.7JJTOR APPROVED
EQUAL,
DEPARYMENT
SANITARY MANHOLE
SHALLOW
MA.RCH 2008
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL L❑CATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTI❑N, NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON, THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION,
CALL BEFORE YOU DIG. -811
313903
ADJUST MANHOLE TO FINAL GRADE
PER CITY STANRARD DETAIL 400.0
STA. 20+48.69, 0.68' LT.
SSMH#1, CUT—IN 48"
RIM = �-3�-: �-5-h�f — 1� �j l • ��"
IE=42-2-.8r6, 12"(EX.) 4Z-Z..°)A
IE=42-, 8(NEW)
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
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32+00
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MENSIONS, INC.
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SCALE I
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICIL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
30+00 410
AIL CITY DE
!!E RENTON
Planning/Building/Public Works Dept.
Ae2 6 IN I 1404T
,X1 14 IF17",
GRAPHIC SCALE
0 10 20 40
1 inch = 20 feet
RECOMMENDED FOR APPROVAL
By, ate:
Al
By: Date.-
By:
ate.By• Date:
By: Date;
RENTON 7 SHORT PLAT
JAYMARC HOMES, LLC
SEWER PLAN & PROFILE
NE 2nd COURT/NILE AVENUE NE
02/15/2014
FIELD80OK:
PAGE:
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SEWER GENERAL NOTES
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY
RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR
MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN
PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION
AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE
SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL
ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE
AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO
95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE
DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE
THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE
BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT
SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE
PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE
PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD.
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD
SPECIFICATIONS 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. PIPE BEDDING SHALL BE
PEA GRAVEL 6" ABOVE AND BELOW THE PIPE.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 12 INCH ABOVE
FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
2" CLA'
*2�, .
CLA
CLA
19 it
MIN MIN r MIN � MINMIN
6.5' MIN.
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
* SEE DWG# HR -05 FOR MINIMUM STANDARDS
6.5' MIN.
1' it 2.5 t 1'
MIN MIN MIN MIN MIN
OF CURB OR
OF PAVEMENT
*
2" CLASS `B' ACP CLASS `E' OR `B'
6" CRUSHED
SURFACING TOP COURSE
',ENTER LINE OR
.ANE LINE CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
WHEN PERPENDICULAR TO
ROADWAY CENTERLINE
ADOPTED
CITY OF MOON
♦
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-(
LST DATE:12/96
DWG. NAME: HR -23 SP PAGE: H032A
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
N.T.S.
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
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RUBBER 'A`ASHE
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FRAME SECTION VIEW 1. ALL. COVERS SHALL BE LO� KINIO LID PER EAST
JORDAN 'RON AORKS INC, No- 3717C! OR EOL)AL
2, USE FRAME AND COVER "OR STORM "SPECwlF'Y
"DRAIN" ON COVER), SANITARY` (SRS i� IF Y
"SEWER"), OR WATER "SPFCIFY .SM
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UB11C WORKS
MANHOLE FRAME AND COVER
DEPARTMENT
DECEMBER 2006
REVISION
SURVEYED:
GEODIMENSIONS, INC.
DESIGNED:
D.L. OFFE, P.E.
DRAWN:
D.L. OFFE, P.E.
CHECKED:
BY DATE APPR :
BACKFILL MATERIAL
(SEE NOTE 5)
CONCRETE CLASS C
(SEE NOTE 8)
FOUNDATION LEVEL-
BACKFILL MATERIAL
(SEE NOTE 5)
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6)
FOUNDATION LEVEL -
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7)
FOUNDATION LEVEL
SCALE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
• ice. ..• .•.Y «� � ..r
(CLASS A DESIGN)
W (SEE NOTE 4)
0
�- LIMITS OF PIPE ZONE
6 so
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
W (SEE NOTE 4)
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
VERTICAL.: NAVD 1988
WMZONrM- NAD 1963/1991
DATUM
1:3:5 MIX
CONCRETE
BLOCKING
LIMITS OF PIPE ZONE
1,_0„
I;.
A
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
HAND TAMP ONLY.
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS.
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1 /2 I.D. + 18".
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFILL MATERIAL.
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
STANDARD SPEvIFICATION FOR THE MATERIAL SPECIFICATIONS.
8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
MAINTAINED.
* A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27" I.D.
PIPE BEDDING FOR SANITARY SEWER
Y p ADOPTED
G� 'n CITY OF RENTON
♦ i
STANDARD PLANS
IST DATE: 4/97
4-4-97 Corrected note 4 DCV DT
2-21-91 Revised notes, 4,5,7.& 8. Added note 6 KJ ---- DWG. NAME: BW18C SP PAGE: B077
DATE REVISION BY APPR
TDIBEDDING FOR
SANITARY SEWER
6" BUILDING SEWER PIPE
TEE WITH 6" SIDE OUTLET
6" SIDE SEWER AND BUILDING SEWER
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
A
4" MIN.
1/4 I.D.
12" MAX.
*
*
ZERO
WHITE WITH THE WOR "SEWER" STENCILED
B
1/4 O.D.
1/2 O.D.
1/8 O.D.
ZERO
O.D.
C
3/4 O.D.
1/2 O.D.
1/8 O.D.
O.D.
-
* A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27" I.D.
PIPE BEDDING FOR SANITARY SEWER
Y p ADOPTED
G� 'n CITY OF RENTON
♦ i
STANDARD PLANS
IST DATE: 4/97
4-4-97 Corrected note 4 DCV DT
2-21-91 Revised notes, 4,5,7.& 8. Added note 6 KJ ---- DWG. NAME: BW18C SP PAGE: B077
DATE REVISION BY APPR
TDIBEDDING FOR
SANITARY SEWER
6" BUILDING SEWER PIPE
TEE WITH 6" SIDE OUTLET
6" SIDE SEWER AND BUILDING SEWER
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
- - - - EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGS
/ HORIZONTAL D. DUCTILE IRON MAIN -CORE -DRILLED WITH ROMAC SADDLE
(OR APPROVED EQUAL).
SEWER MAIN E. MANHOLE CONNECTION -ALL CONNECTIONS TO MANHOLES SHALL
BE AT MANUFACTURED KNOCK -OUTS OR THE
TYPICAL SIDE SEWER ELEVATION STRUCTURE SHALL BE CORE -DRILLED.
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
STD. PLAN - 406.1
S- 31390422,
�" CITY OF
RENTON
Planning/Building/Public Works Dept.
e
RECOMMENDED FOR APPROVAL
By: Date: o o
By: Date:
By: Date:
By: Date:
RENTON 7 SHORT PLAT
JAYMARC HOMES, LLC
SEWER DETAILS & NOTES
NE 2nd COURT NILE AVENUE NE
02/15/2014
FIELDBOOK:
PAGE:
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S"Mr` 10 OF' 15
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2 x 4 STUD MARKER POST PAINTED
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PROPERTY LINE IN 3" HIGH BLACK LETTERS AND #6 WIRE
m m
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WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD.
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INC
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS
TO MAIN LINES ARE AS FOLLOWS:
A. VITRIFIED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE
COUPLINGS(FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN -CORE -DRILLED WITH ROMAC SADDLE
(OR APPROVED EQUAL).
CO�Gg
29' MIN SLOPE C. PVC MAIN -CORE -DRILLED WITH ROMAC SADDLE (OR APPROVED
- - - - EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGS
/ HORIZONTAL D. DUCTILE IRON MAIN -CORE -DRILLED WITH ROMAC SADDLE
(OR APPROVED EQUAL).
SEWER MAIN E. MANHOLE CONNECTION -ALL CONNECTIONS TO MANHOLES SHALL
BE AT MANUFACTURED KNOCK -OUTS OR THE
TYPICAL SIDE SEWER ELEVATION STRUCTURE SHALL BE CORE -DRILLED.
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
STD. PLAN - 406.1
S- 31390422,
�" CITY OF
RENTON
Planning/Building/Public Works Dept.
e
RECOMMENDED FOR APPROVAL
By: Date: o o
By: Date:
By: Date:
By: Date:
RENTON 7 SHORT PLAT
JAYMARC HOMES, LLC
SEWER DETAILS & NOTES
NE 2nd COURT NILE AVENUE NE
02/15/2014
FIELDBOOK:
PAGE:
DRAWING NO:
S"Mr` 10 OF' 15
�I�DdII�G'�