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.S EFTS E POLYPROPYLENE AFE+:1Y STEF�S:
2� STEPS ARE TIO BE N 'LACE BEFORE MANHOLE SEIC-11ONS ARE INSTALLED,
CASTING TO SE PERRAW'N ,
MANHOLE SECTIONS TO BE E REINFORCED PRECAST CONCRETE,
5. OPENING SHOULD BE ON DOWNSTREAM 'SIDF_,
. ALL jOI TS SHALL BE GROUTED.
SANITARY SEVIER MANHOLES LES HALL., HAME, AI,.., `NTE'R10 SURFACES, ES, INCI,UDI'v
CHANNELING, COATED (SEALED) WITH, A HIGH SOLID'S URETHANE COATING,
WASSER ---A SHIf':.P� OR APPROV 0) .QUAL; COLOR QF COATING SAL-,, BE H� TF.
8 RUBBER GAS B ISD JOINTS SISAL{. BE I CONFORMANCE T ASTt.I , Z'
CHANNEL HES IIT % A:LL BE A 1 INIMUIM (-W` 3/4 THE INSIDE DIAMETER OF THE
LARGES"' PIPE.
110. CONNECTIONS O MANHOLL SHALL BE MADS. USING GPK ADAPTOR, I DR--N--SEAL
BOOTS OR APPROVED E II,}AI.,_
Rlu"131d WORKS AN TARY MANHOLE
-----
MARCH 20,08
CALL 811 BEFORE YOU DIG!
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
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NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
EX. SSMH
RIM=423.89
IE=417.24, 8" OUT)
IE=417.34, 8" IN)—NEW
UTILITY CONFLICT NOTE:
PROVIDE ETHAFOAM PAD WHEN VERTICAL
SEPARATION IS LESS THAN 1 FOOT.
SANITARY SIDE
0
STUBS SHALL BE PVC PLACED
AT
MINIMUM SLOPE=2.00%,
MIN. FF ELEV=455.00
TYPICAL.
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f a i L U # r , r -i-a. a. ae- ma — n v+t_r�.
.S EFTS E POLYPROPYLENE AFE+:1Y STEF�S:
2� STEPS ARE TIO BE N 'LACE BEFORE MANHOLE SEIC-11ONS ARE INSTALLED,
CASTING TO SE PERRAW'N ,
MANHOLE SECTIONS TO BE E REINFORCED PRECAST CONCRETE,
5. OPENING SHOULD BE ON DOWNSTREAM 'SIDF_,
. ALL jOI TS SHALL BE GROUTED.
SANITARY SEVIER MANHOLES LES HALL., HAME, AI,.., `NTE'R10 SURFACES, ES, INCI,UDI'v
CHANNELING, COATED (SEALED) WITH, A HIGH SOLID'S URETHANE COATING,
WASSER ---A SHIf':.P� OR APPROV 0) .QUAL; COLOR QF COATING SAL-,, BE H� TF.
8 RUBBER GAS B ISD JOINTS SISAL{. BE I CONFORMANCE T ASTt.I , Z'
CHANNEL HES IIT % A:LL BE A 1 INIMUIM (-W` 3/4 THE INSIDE DIAMETER OF THE
LARGES"' PIPE.
110. CONNECTIONS O MANHOLL SHALL BE MADS. USING GPK ADAPTOR, I DR--N--SEAL
BOOTS OR APPROVED E II,}AI.,_
Rlu"131d WORKS AN TARY MANHOLE
-----
MARCH 20,08
CALL 811 BEFORE YOU DIG!
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
.r.w _ � vviv..i avv i iviv
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
EX. SSMH
RIM=423.89
IE=417.24, 8" OUT)
IE=417.34, 8" IN)—NEW
UTILITY CONFLICT NOTE:
PROVIDE ETHAFOAM PAD WHEN VERTICAL
SEPARATION IS LESS THAN 1 FOOT.
SHALLOW SANITARY SEWER
MANHOLES PER STANDARD
PLAN #400.2
NOTE:
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 PRI❑R 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
EXTEND EXISTING 8" SEWER RELOCATING SSCO TO BEHIND FUTUR
ALL
SANITARY SIDE
0
STUBS SHALL BE PVC PLACED
AT
MINIMUM SLOPE=2.00%,
MIN. FF ELEV=455.00
TYPICAL.
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SHALLOW SANITARY SEWER
MANHOLES PER STANDARD
PLAN #400.2
NOTE:
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 PRI❑R 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
EXTEND EXISTING 8" SEWER RELOCATING SSCO TO BEHIND FUTUR
ALL
SANITARY SIDE
SEWER
STUBS SHALL BE PVC PLACED
AT
MINIMUM SLOPE=2.00%,
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TYPICAL.
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GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
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HANSEN SURVEYING SCALE °�� �° ����� MAY CREEK COURT SHORT PLAT 05/20/2015
�k, C ° VERTICAL: NAw 98$
�' �oy�,� CITY 0 F�
o'0 DESIGNED:
° o D.L. OFFE, P.E. VINEYARDS CONSTRUCTION, LLC PAGE.
° ° DRAWN: _ P E N T O N
', ° ,� 2,46fl O ° D. L. OFFE, P.E. ONE INCH DATUM SEWER PLAN & PROFILE DRAWW NO.
° ° CHECKED:
��F°•�/STER�'•°�,� AT FULL SCALE Planning/Building/Public Works Dept.
SONE INICH
S/ONAL°°� NO. REVISION BY D P APPROVED: Y 2530 DUVALL AVENUE NE
05/20/2015 ATE A PR SHM` 7 OF- 12
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