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SEE MECHANICAL
FOR CONTINUATION
IE=374.94
FF=382.04
I
_VENT. COORDINATE WITH-/
MECHANICAL. SEE
MECHANICAL FOR
CONTINUATION
IE= 378.24 GREASE INTERCEPTOR
1 950 GAL.
POINT OF CONNEC11ON IE=373.64 (8" NW) PROPOSED ELEVATION
AT CENTERLINE OF PIPE
STA:49+86.26,4.80' R EXISTING ELEVATION
1E=37494 (6" W) F AT CENTERLINE OF PIPE
50+00 51 +00
SEWER PROFILE
SCALE: HORIZONTAL 1" = 20'
VERTICAL 1" = 5'
SEE MECHANICAL FOR CONTINUATION
IE= 376.24
SSMHj.3. TYPE 1-48'
STA: 51+95.1
RIM=381.
EX. IE=372.30 (8" N
EX. IE=372.20 (8" SI
2 He
52+00
12.50114 Mal
SECTION A -A
SCALE: HORIZONTAL 1" = 20'
VERTICAL 1" = 5'
ADJUST TO GRADE
0
_I
VENT PIPE
0
24"0 LOCKING FRAME & COVER
AIR & GAS TIGHT
2 PLCS
394
EXISTING GRADE _ _
394
AT CENTERLINE OF PIPE
392
PROPOSED
FINISH __
392
FLOOR =
382.04
PROPOSED GRADE
390
CLEANOUT #5 -[OWIT-K-7-
AT CENTERLINE OF PIPE._
390
STA:60+00, _
_
388
RIM=381.92
EX.SSMH xx"
388
IE=375.80 (6" E,W)
12 LF 6" PVC 0 2.00%
STA: M=38278,
....RIM=382:76
386
7 LF _
_ �__ POINT OF CONNECTION
CLEAN(XIT
8" CONC. (1JE)-= 373.11
386
PVC ®
STA: 60+11.12,67.79' L _
STA:60+19.55,43.44' L
8" CONC. (SW) -= 373.21
384
6.28X
IE=378.24 (6" S)
RIM=381.90
NEW IE=373.21 (6" SE)
384
IE=376.16 (6". N,S)CORE
DRILL & INSTALL
-----------------R
A - BOOT & RECHANINEL�uI
382
-- - - -
382
0 0
46 LF 6" PVC 0 2.12%
NEW 10" WATER II
IE 377.75 II
380
�=
CL
o
w�
_
I I
�I
380
378
"
NEW 6 ----0
_._.
fl
378
ROOF DRAIN
m
STAB: 0+34.59, IEE379.06TORM
IE=375.09
p. I I
376
IE 377.65
_
127 LF 6* PVC 0 2.04q
NEW 10 _WATER. I I
IE 377.75
I
376
374
POINT OF CONNECTION
GREASE INTERCEPTOR
I
374
STA:59+93.24,2.35'
R
IN IE=376.40 PROPOSED ELEVATION
"
IE=376.24 (6" W)
16
OUT IE=376.AT CENTERLINE OF PIPE
372
372
6 LF- 6" PVC 0 30%
EXISTING ELEVATION
AT CENTERLINE OF PIPE
Co
N
N N
C"I
00
�
�
r10
I")
60+00 61+00
SEWER PROFILE
SCALE: HORIZONTAL 1" = 20'
VERTICAL 1" = 5'
Checked for Compliance to City Standards
7'-0"
ni n Anrnrcc nnL.inc
PLAN VIEW - I
BOTH SIDES
TOP COVER NOT SHOWN FOR CLARITY
NOTES:
1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH f'c = 4500 psi
2. REBAR: ASTM A-615 GRADE 60
3. MESH: ASTM A-185 GRADE 65
4. DESIGN. ACI-318-83 BUILDING CODE
ASTM C-857 "MINIMUM STRUCTURAL DESIGN
7/2
LOADING FOR UNDERGROUND PRECAST CONCRETE
y�I2
Civil Engineers
UTILITY STRUCTURES"
5. LOADS: H-20 TRUCK WHEEL w/ 30% IMPACT PER AASHTO
S . G,
Structural Engineers
WA G
6. FILL w/ CLEAN WATER PRIOR TO START UP OF SYSTEM
OF Sg
jNGaoj�
Landscape Architects
7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES
����
Community Planners
8. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY
P
Land surveyors
SEPARATE SIDE SEWER
Neighbors
SECTION AA �,e'SS�c2is �ONAL1
�
GREASE INTERCEPTOR m 950 GAL. UTILITY VAULT OR APPROVED EQUAL
NOT TO SCALE
SURVEYED:
DESIGNED:
J. KELLY
DRAWN. TDS
CHECKED:
D. NASON
BY DATE APPR AmRwED:
f I D. GAVIN
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL, NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
NOTICE TAC O MA S EATTL E
ALTERASIOALNDMENT SHALL INVALIDATE THE
POOFESIONALOF VASIGNATURE. PUBLICATION OF 2215 North 30th Street, Suite 300, Tacoma, WA 98403
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
0040 HIP RIGHTS IN IT. THIS DOCUMENT IS FOR USE 253.383.2422 TEL
ONLY
FSRTHE
PROECT E�uTLE OR
AND INOT TO BE USED FOR R, REMODDELL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101
ADDITION TO THAT PRO" T OR FOR ANY OTHER PRO,ECT. 206.267.2425 TEL
DATE
OR CITY OF EARLY CHILDHOOD LEARNING CENTER 6-22-2012
R E N TO N RENTON SCHOOL DISTRICT FEELDB00K:
ML PAGE:
DRAWING NO:
Ift
Planning/Building/Public Works Dept. PRIVATE SANITARY SEWER PLAN AND PROFILE CU&
SHEET: OF:
36 52
c,- ,ctAlI'NI�,�''
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