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1. All work shall be performed in accordance with the specifications of the Soos Creek
Water & Sewer District, also referred hereinafter as "District".
2. The Developer shall furnish the District a copy of the commercial andlor subdivision
plans approved by the governing agency prior to any sewer main construction.
3. Prior to constructing any sewer mains, the appropriate streets and lots shall be cleared,
graded, and staked by the Developer/Contractor and all existing utilities shall be located.
4. Following sewer main construction, any revision of roadway or easement grades
requiring the mains to be reconstructed shall be made at the Developer's/Contractor's
expense.
5. Reconstruction shall conform to the specifications of the District. All costs for inspecting
such reconstruction shall be charged to the Developer in addition to the standard
charges, and shall be paid before acceptance by the District.
6. No side sewer connections shall be made to the existing system until completion of the
Bill of Sale and all easements. Obtain side sewer permits from the District for each side
sewer connection prior to making connection. Bill of Sale will not be processed until
Puget Sound Energy has either provided a work sketch or installed their vaults, hand
holes and light standards, or the Developer has provided a signed hold harmless
agreement (form supplied by the District).
7. All costs of sewer main re -staking shall be paid by the Developer(Contractor.
8. Property corners shall be pinned with reference tack on curbs by the
Developer/Contractor.
9. The Developer/Contractor shall notify the District at (253) 630-9900 to schedule a pre -
construction meeting at the District office. After the pre -construction meeting, the
Developer/Contractor shall notify the District's field representative at least 48 hours
(regular working days) before starting work.
10. The Developer/Contractor shall obtain all required final inspections to meet permit
requirements. Inspections must oe scheduled at least 48 hours in advance.
11. Connections to existing sewer mains shall be made only with written approval of the
District and only after at least 48 hours (two regular working days) advance notice.
12. Existing sewers to remain in service at all times.
13. All water and/or construction debris shall be removed from new sewers and shall not be
permitted to enter the existing system.
14. Existing Manhole No. shall be core -drilled and re -channeled as required to receive
incoming flow from the new sewer.
SSMH 5
RIM=400.56
12"CONC IE N 390.73
12"CONC IE S 390.83
CB 3
RIM-399.53
24" CONC IE S 394.83
12"CONC IE N 394.93
1 `&O E +� SE--395.4�8--
12" C❑NC, IE E 394.90
SDMH 6
RIM-402.94 B
36"CMP IE N 395.91
TOP GATE NW 397.12
TOP OVERFLOW 401.09
SPECIAL CUT -IN MANHOLE
PER SODS CREEK SEWER
DISTRCT STD S-1
RIM=400.1
12' SEWER MAIN NIE=391.13
12' SEWER MAIN SIE=391.14
6' SIDE SEWER IE=391,63
VERIFY IN FIELD.
11 LF 6" PVC @ 19.7%
BOLLARDS FOR HYDRAN
FIRE ALARM AND SPRINKLER SYSTEM REQUIREMENTS:
D I
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Q EXIST, EWER
C❑NNECTI N TO
MAIN. APPX,
A portion 0f the NW 1/4 0f
the
NE 1/4
0f Section 32, Township 23 N., Range 5 E. 9 W.M.
City
0f
Renton,
King County, Washington
1. All work shall be performed in accordance with the specifications of the Soos Creek
Water & Sewer District, also referred hereinafter as "District".
2. The Developer shall furnish the District a copy of the commercial and/or subdivision
plans approved by the governing agency prior to any water main construction.
3. Prior to constructing any water mains, the appropriate streets and lots shall be cleared,
graded, and staked by the Developer/Contractor and all existing utilities shall be located.
4. Following water main construction, any revision of roadway or easement grades
requiring the mains to be reconstructed shall be made at the Developer's/Contractor's
expense.
5. Reconstruction shall conform to the specifications of the District. All costs for inspecting
such reconstruction shall be charged to the Developer in addition to the standard
charges, and shall be paid before acceptance by the District.
5. No water service connections shall be made to the existing system until completion of
the Bill of Sale and all easements. Make application to the District for water meter
installation for each water service connection prior to making connection. Bill of Sale will
not be processed until Puget Sound Energy has either provided a work sketch or
installed their vaults, hand holes and light standards, or the Developer has provided a
signed hold harmless agreement (form supplied by the District).
7. All costs of water main re -staking shall be paid by the DeveloperlContractor.
B. Property corners shall be pinned with reference tack on curbs by the
Developer/Contractor.
9. The Developer/Co ntractor shall notify the District at (253) 630-9900 to schedule a pre -
construction meeting at the District office. After the pre -construction meeting, the
Developer/Contractor shall notify the District's field representative at least 48 hours
(regular working days) before starting work.
10. The Developer/Co ntractor shall obtain all required final inspections to meet permit
requirements. Inspections must be scheduled at least 48 hours in advance.
- ASPHALT
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APPROVED FIRE ALARM AND FIRE SPRINKLER SYSTEMS ARE REQUIRED TO BE EXTENDED INTO THE
PROPOSED ADDITIONS AND THOUGHOUT THE ENTIRE EXISTING BUILDING. APPROVED SUPPRESION
SYSTEMS ARE REQUIRED IN ALL KITCHEN COOKING HOOD VENTILATION SYSTEMS. SEPARATE PLANS AND
PERMITS ARE REQUIRED TO BE SUBMITTED TO THE RENTON FIRE DEPARTMENT FOR REVIEW AND
PERMITTING. ALARM SYSTEMS ARE REQUIRED TO BE FULLY AUTOMATIC AND MANUAL SYSTEMS AND
FULLY ADDRESSABLE. DIRECT OUTSIDE DOOR REQUIRED TO THE FIRE SPRINKLER RISER ROOM.
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MTFALL PIPE PROFILE ADA PARKING
405.00
400.00
395.00
- 1
390.00
2THICK WELL GRADED, CSTC 6' THICK PERMEABLE ASPHALT
n P 1L=37 Ctl P
�nnnn --_n- o !10.0 �cn,_- o onnn o
c 10 a 0 m
MTFALL PIPE PROFILE ADA PARKING
405.00
400.00
395.00
- 1
390.00
2THICK WELL GRADED, CSTC 6' THICK PERMEABLE ASPHALT
5/8' MINUS, CHOKER COURSE
T NATIVE SOIL MEETING GROUNDWATER
PROTECTION CRITERIA OR
7' THICK UNIFORMLY GRADED 3/4' THICK
:HES OF AMENDED SOILS MEETING THE
CRUSHED ROCK STORAGE COURSE
IREMENTS FOR ORGANIC CONTENT (>5)
ND CATION EXCHANGE CAPACITY (>1%)
PERMEABLE ASPHALT
PAVEMENT
SCAM H 3M 1'40', VE Nr. P-W
405.00
405.00
8' DI INLET PIPE
SDCB TYPE II
NIE=400.3
W/ FRAME CAST IN LID
400.00
400.00
8' DI OUTLET PIPE
NEIE=400.3 (TO DETENTION)
W/ INVERTED WQ ELBOW
395.00
395,00
lA PARKING
390.00 ' 390.00
VAULT INLET DETAIL nogg
SCAM MM P-Ill vE Nr, P-W
�FOR
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SSMH 10
RIM=410.56 PP/L
8"CONC IE N 401.41 PP/T
RAINAGE 0,8/. MIN,TYP FID CRD C❑ 8"GONG IE S 401.39 1- UPSPEED BUMP EXTRU D 4' PERF PVC IE=403,32 G O WM
EXTRUDED CURB
a - FD @ 0% MIN. J
MAINTENANCE
ACCESS,. TYP
U
CD
a SDCB TYP
Fp
BRIM=402.7-
' B CUT
6' PVC RD @�
ASPHALT
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6 CYCLONE FENCE
a Q a a a a a a a a W W 1 W W W W W W W W W W
406 W W W W R
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IE=402,9 E=402,48 WIE=403 67
W W W W TYP W W W W W W W W
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1 % W W W W
I< <II RD DSJ W W W
II II `� g II a� 83'x23' DETENTION VAULT �M IE=403,5 - - - - - _ _ W
a W/ 6' LIVE STORAGE 1' CURB UT ���1y, Y
`<`� i ' II<' I - GAS METER/ I GM FOR DRA AGE
II II' < II -� RVICE I- G- - - - - - - - - m- -m- -
49S� y�T' CONCRETE E.XIS . EW I w W F
N w W FORMER PAD &
SERVICE IN EXIS ESMT W
1a 1 1/2' EXIST, WATER SERVICE
REMOVED I - I
2° PR❑P, REPLACEMENT WATER - - -W -
5' x 10' AI-
❑NTAC GRATE A
IA T. A CESS, TYP, Ir
B TYPE
1RIM=402.9 I Q;<II
IE=395 26 Ili 3. '{I
C LF .5'.
VC, @ 0,5% _ I I
F 8" PVC- @ 0.5'. ,
TYPE I INLET IE=399,6
�30 LF PERE. PVC
iE=399,6 II I EMERGENCY U�iDEI]
Ii �6LF6'
SS ❑ II P @ 7.8'.
W _ RIM=400.4 l TRADE
IE 393.8
W WS
A'RBAN ED l - a -
W
y`i P W
TYPE I INLET IE=399,6
�30 LF PERE. PVC
iE=399,6 II I EMERGENCY U�iDEI]
Ii �6LF6'
SS ❑ II P @ 7.8'.
W _ RIM=400.4 l TRADE
IE 393.8
W WS
A'RBAN ED l - a -
W
y`i P W
CR
EXTRUDED CURB
-
EXISTING 12'
_7 E 331,84
32 MAPLE
7
REPLACEMENT WATE ERVI
DUCTILE IRON PIPING
EXISTING 12"
1/2' EXIST TE ER T❑ BE REM❑VE
-
- DUCTILE IR❑N PIPING
r?
IRRIGA N SERVICE W/ BACKFLOW PREVE
TER
-
9 D❑MESTIC WATER SERVICE AND
_
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HYDRANT
NEW 4' FIRE LINE
ASPHALT
CD(1)
12 X 4 WET TAPPING TEE
ry
CONCRETE
z
(1) 4' NRS GATE VALVE, FLANGED
0710,512021
NO.
REVISION
m (1) 4 X 1-0 SPOOL, FLANGED
(1) 4' NRS GATE VALVE, FLANGE X MJ
z (1) POST INDICAT❑R W/ TAMPER SWITCH
C)
FTI
SURVEYED:
SCALE: /�
SEE PLAN
DESIGNED:
S. TATU, PE
DRAWN:
ST
ONE INCH
SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVE) 1988
HORIZONTAL: NAD 1983/1991
DATU M
POWER
GAS SEl
am
GAS SERVICE
OR, POWER SERVICE
6 WM
I
IPP/L
UP
7o
pR CITY OF
RENTON
Planning/Building/Public Works Dept.
Basis 0f Bearing:
GRID NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS)
LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES, THE
NORTH AMERICAN DATUM OF 1983/2011 (HAD 83/2011 EPOCH 2O10,00)
GRID COORDINATES WERE FOUND TO BE 165409.10 / 1303018.82 AT
AN "X" ON A BRASS DISC AT THE NORTH QUARTER CORNER OF
SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE
WILLAMETTE MERIDIAN, THE INVERSE OF BOTH THE SEA LEVEL
CORRECTION FACTOR OF 1.0000106598 AND THE GRID SCALE
FACTOR OF 0.9999844500 WAS APPLIED TO THE GRID
COORDINATES FOR SHOWN GROUND DISTANCES.
C0
T
Vertical Datum:
O
(C)
BASE:
r
COR 2139: FOUND 3" BRASS DISC STAMPED "KC F BA 1993"
IN LIGHT STANDARD BASE ON EAST SIDE OF 108TH AVE SE,
IN FRONT OF AUTO SUPPLY STORE.
ELEVATION 400.99 FEET (NAVD 88)
City 0f ]�enton Control:
COR #1866 N-165408.895 COR
E-1303018.769 COR
N-165409.097 MEAS
E-1303018.816 MEAS
COR #1868 N-162674.212 COR
E-1305612.474 COR
CY)
CV
N-162674.387 MEAS
-1305612.560 MEAS E
O
O
Survey Legend:
T
= FOUND MONUMENT, VISITED 11-3-15.
FL - FLOW LINE
J
X - BOLLARD
o = GAS METER(GM)
o = MAIL BOX(MB)
WS = WHEEL STOP
REF - REFRIGERATOR
UP - UNDERGROUND POWER
C'7
= LIGHT STANDARD(ES)
TO
0 = POWER POLE(PP)
C)
C = GUY WIRE ANCHOR(GW)
TP = TRANSFORMER PAD
T
PP/L - POWER POLE WITH LUMINARE
PP/T = POWER POLE WITH TRANSFORMER
LSD - LIGHT STANDARD BASE
IT - HANDICAPPED PARKING STALL
q - SANITARY SEWER MANHOLE(SSMH)
@ = TELEPHONE JUNCTION BOX(TJB)
A = TELEPHONE MANHOLE(TMH)
& = SIGN
= SIGNAL BOX(SB)
Y = FLAGPOLE(FP)
A = STORM DRAINAGE MANHOLE (SDMH)
= CATCH BASIN(CB)
K STORM CLEAN OUT(SCO)
0 YARD DRAIN(YD)
FF FINISHED FLOOR
0 20 40
ORN - ORNAMENTAL TREE
DEC - DECIDUOUS
P - IRRIGATION CONTROL BOX(ICB)
o - WATER METER(WM)
y - HYDRANT (FH)
a WATER VALVE(WV)
z
0
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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DATE:
ASIAN RESTAURANT ADDITION
05-04-2017
PAGE:
17630 108TH AVENUE, RENTON, WA 98055
Q
R-394508
DRAWING N0:
C-3
Q
PLAN
SHEET: OF:
COMPOSITE UTILITIES
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