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PROPOSED WSDOT
RETAINING WALL
SSMH #2
60" 0 DROP MANHOLE
STA:12+56
RIM = 147.00
IE=141.50(1)
IE = 122.00 (0)
SAFETY CLIMB OR APPROVED
EQUAL RETAINING SYSTEM SHALL
BE PROVIDED FOR THE MANHOLE
NORTH
GRAPHIC SCALE
0 10 20
1 " = 20'
o
SSCO #1
RIM = 159.30
FOUND REBAR &
I
N 89°35'37" E 89
IE = 153.50
CAP LS #5524
ACCEPTED
}
13.14' (C)
�
CLEARING LIMIT S
VISITED: 9-15-013
SSMH #1
5/3 LF T PVC SS
/ S = 11.75%
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ti /
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FOUND REBAR &
CAP LS #5524 1
ACCEPTED
48' 0 MANHOLE
STA:12+03
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VISITED:9-15-06
RIM = 123.76 � �
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0
i
IE=115.77 (1)
N
35'3
" E
_
IE = 115.60 (0)
-�-
164 - --
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2 .
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w -r
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SHED
4
60 LF 6" PVC
74
S = 20.0°,a
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ti
34.50
Sp
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1
30 LF 12" DIA
STEEL CASING OA
\
HOUSE
164
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+
` AFILTER
SO
CLEARING LIMITS �, r
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PROPOSED WSDOT L`
RETAINING WALL g��
,
71,
FABRIC I
ENCE
I �% PA'
N 89°35'37" E I
- - 200.09 (D) r
�e
IMPACT LINE
� e
e
30LF18"DIA e
STEEL CASING I
FILTER FABRIC
FENCE I�
CLEARING LIMITS '
CONTRACTOR SHALL FIELD VERIFY
THE HORIZONTAL AND VERTICAL
LOCATION OF THE 24" STORM
DRAINGE MAIN. MINIMUM \ 10
SEPARATION BETWEEN SEWER AND
STORM MAIN SHALL BE 1.0 FOOT.
EX. 24" OUTFALL 1�\
IE = 91.52
to
ci w w
N '' V \ _-J� IT
12' WSDOT
\1 �� TEMP. CONST.A-158
28`f 1 i Q EASEMENT
CDI�o��
WALKWAY GARAGE o 166_
-
9- - - - . - £39
1.61'�C) V \ -_'-
�_ '760
EX. CB -I \ \ \140� �150----1S
RIM=127.44 �- `°�
Ilp-
N 8913137" E_ �.�6
11 �� _ \ \�
'--_.B 'I -.�,
I-�-----_ PAVED � \
l SEAL END CAP N Y+' rn 7"S j OS \ \ NW �EMP. ,
(TYP.) BOTH ENDS PAVED 00 BENCHMARK
OF THE CASING �_ _ PK NAIL I \\ - `L
w w w ` w w-�---w wl---�w w--"-_�_- -w j 1 EL 1.52.33��
Ir
NW TEMP. �� w --- - -�- I
I BENCHMARK 0g w -- w-� ww i ---� w w w-�-w
HUB &TK �YYj
EX. CB -I \ S Op i N 89°3�'37" E_ �a\
EL = 128.63 RIM = 128.61 81 85'
e I I I PAVED IE = 124.73 (S)
I I I I I iti - EX. CB -I
RIM = 129.30-_--
IE = 124.70 (N)-1
IE = 126.21 (S)
IE = 124.05 (W)
ELECTRIC
VAULT
SS
EXIST SSMH
STA:10+05 e
RIM =100.30
I E = 90.51 (1)
IE = 90.41 (0)
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e
90.00
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1
F-riST��c
Rokk
MRK ENGINEEERING, PLLC
1954 Union Ave NE, Renton, WA 98059
z Ph: (206) 799-1379 fax:
J
W
HIGH PRESSURE
20" OIL PIPELINE
G)
w
0
z
STAMP IS NOT VALID
UNLESS SIGNED AND DATED
CITY OF RENTON STANDARD DETAILS:
1. FILTER FABRIC FENCE PER DETAIL B066
2. SANITARY SEWER MANHOLES PER DETAIL 13071
3. INSIDE DROP CONNECTION TO SSMH #3 PER DIETIAL B075.1
4. PIPE BEDDING FOR SANITARY SEWER PER DETAIL B077
5. TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT PER DETAIL H032.1
NOTE:
AFTER THE INSTALLATION OF THE SEWER MAIN, THE CONTRACTOR
SHALL RESTORE THE BENSON ROAD S. PER THE CITY OF RENTON
TRENCH RESTORATION AND OVERLAY REQUIREMENTS.
1 I REVISION PER CITY OF RENTON COMMENTS
001
REVISION
5 343403
RAF 02-06-08 SURVEYED: SCALE:
MRK ENGINEERING
DESIGNED:
"=20'
RAFIQUE
DRAWN:
RAFIQUE
ONE INCH
CHECKED: AT FULL SCALE
Mazen Haidar IF NOT ONE INCH
BY DATE 1 APPR APPROVED: SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM �
RECOMMENDED
FOR APPROVAL
.j
BY:
B Y:
- CITY OF
RENTON
Planning/Building/Public Works Dept.
NWI/49S20,T23N, ROSE
GENERAL UTILITY NOTES
1. THE CONTRACTOR SHALL COORDINATE HIS CONSTRUCTION ACTIVITIES WITH THE PERTINENT
UTILITY COMPANIES TO ENSURE WATER METERS, TELEPHONE VAULTS, ETC. ARE BROUGHT TO
GRADE PRIOR TO CONSTRUCTION OF CURB AND SIDEWALK.
2. THE CONTRACTOR WILL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES. THE UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND WILL NEED FIELD
VERIFICATION FOR EXACT ALIGNMENT AND DEPTH. THERE MAY BE EXISTING UTILITIES NOT SHOWN
ON THE PLANS. CONTRACTOR SHALL CONTACT ONE CALL LOCATING CENTER, 1-800-424-5555, PRIOR
TO CONSTRUCTION.
3. ALL EXCAVATION METHODS AND SHORING TECHNIQUES SHALL BE IN ACCORDANCE TO WAC 296
TRENCH EXCAVATION SAFETY SYSTEMS.
4. ANY DEVIATIONS REGARDING THE WATER AND SEWER IMPROVEMENTS SHALL BE SUBMITTED TO
THE CITY OF RENTON UTILITY DIVISION ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION IN
THE FIELD.
5. ALL WORK AND MATERIALS SHALL CONFORM TO THE STANDARD SPECIFICATION AND DETAILS OF
THE CITY OF RENTON. WATER AND SEWER SPECIFICATIONS AND DETAILS SHALL BE THE
SPECIFICATIONS AND DETAILS IN EFFECT ON THE DATE OF THE APPROVAL OF THESE
CONSTRUCTION DRAWINGS.
6. NO WORK SHALL COMMENCE PRIOR TO A PRE -CONSTRUCTION CONFERENCE AT THE CITY OF
RENTON.
7. AT ALL TIMES DURING CONSTRUCTION, THE APPROVED CONSTRUCTION DRAWINGS AND THE CITY
OF RENTON STANDARD SPECIFICATION AND DESIGN DETAILS SHALL BE ON -SITE.
8. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IMMEDIATELY IF ANY UNIDENTIFIED OBJECTS
AFFECTING CONSTRUCTION ARE ENCOUNTERED.
DECIDUOUS TREE
CONIFEROUS TREE
POWER POLE
GUY ANCHOR
®
MAIL BOX
im
WATER METER
WATER VALVE
Ion'
SLAB ON GRADE
EXISTING CATCH BASIN
EXISTING RIGHT OF WAY (R.O.W.)
BP
BURIED POWER
LqAu"1.rP
LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY
NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY
LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION.
CALL 2 DAYS
BEFORE YOU DIG
1-800-424-5555
CITY FILE NO.
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE:
DATE:
DATE:
DATE:
SEWER LINE EXTENTION PROJECT 02-05-08
TERESA TRAN PROPERTY FIELDBOOK:
1240 BENSON ROAD S. PAGE:
DRAWING N0:
RENTON, WA 98055
PROPOSED SEWER PLAN SHEET: 3 OF: 4
(V') -S4W� IAHNNNNAA