HomeMy WebLinkAboutS-373901A 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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WOOD FENCE IS
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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
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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
2h d COURT
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12" a ry OF
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IE= 424.37, 6 "I1\1)
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STA. 2 +13 1
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6° PVC SIDE SEWER n
6" C -900 OR D.I.
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SIDE SEWER
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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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420
MARCH 2008
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SSMH 2 SHALLOW MH -54 ":
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.
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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
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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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IE =425.0 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
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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
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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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