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82.04
SEE MECHANICAL
FOR CONTINUATION
IE=374.94
3
31
31
31
3'
3
3'
3'
3'
31
31
2.04
1,111,
15 LF 6"
PVC 0 2.20%
FF= 382.04 L
NENT. COORDINATE WITH
-----,/
...............
MECHANICAL. SEE
MECHANICAL FOR
CONTINUATION
IE= 378.24 GREASE INTERCEPTOR
1 950 GAL.
e
" NEW 8" STORM LNE
02 IE 377.73 1E .
ICLEANOUT #2 _
STA: 50+00,
MG. TYPE 1-48"0
RIM=381.75
TA: 50+41.82
IE=374.61 (6" W)
IM=381 57
1E=373.77 (6" "SE)
POINT OF CONNECTION
iE--373.64 (8" NW)
�- PROPOSED ELEVATION
AT CENTERLINE OF PIPE
STA:49+86.26,4.80- R
1E=374.94 (6" W)
_
sEVATION
I T CENTERLINE OF PIPE
SEWER PROFILE
SCALE: HORIZONTAL 1" = 20'
VERTICAL 1" = 5'
'vNE)
sW)
L%C^TIAU A _ A
ADJUST TO GRADE
VENT PIPE
0
v
Uj
In
a
INLET �-
VERTICAL 1" = 5'
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
AT CENTERLINE OF PIPE
390
STA: 60+00,
EX.SSMH XX'0
388
_
RIM=381,92 " __ M
IE=375.80 (6 E,W) 12 LF 6 PVC 02.007.
STA` 61+26 78,
388
RiM=382.76
386
7 LF 6"
POINTOFCONNECTION
CLEANOUT
IE 8"_CGNC. (NE)--373:11
386
PVC ®
.
STA:60+11.12,67.79' L
-
-- STA:60+19.55,43.44' L ___
IE 8" CONC. (SW) 373.21
384
__6.28%
IE=378,24 (6° S)
RIM=381.90_ .
NEW IE=373.21 (6" SE)
384
IE-376.16 (6" N.S) _
RECHANNEL
......... .
382
-
- -
_
- _ __ -
- - 382
NEW 10" WATER
380
__ Q
46 LF 6" PVC ®2.12%
IE _W75
I
380
gym_
o
O�iiz
II
378
a
NEW 6"
o -
$ 9
SEWER WYE NEW 8" STORM
i�
378
®-
STA: 60+34.59, IE_ 379.06
ROOF DRAIN
._
IE=375.09
NEW 10' ATi=R I 1
376
1E 377.65
127 LF 6" PVC ®_ 2.049 _
. I
IE 377 f j
376
374
POINT OF CONNECTION _
GREASE INTERCEPTOR _
374
STA; 59+93.24,2.35'
R
IN IE=376.40 PROPOSED ELEVATION,,
-
IE=376.24 (6" W)
OUT IE=376.16 AT _
CEN- F, PIPE
372
_
372
6 LF 6" .PVC A 301
EXISTING_ ELEVATION _ _
AT CENTERLINE OF PIPE
o
cV
CV
fV
CV
00
00
Do
00
60+00
00
I
NOTES:
SEWER PROFILE
SCALE: HORIZONTAL 1" = 20'
VERTICAL 1" = 5'
7'-0"
CLR ACCESS OPNGS 7
PLAN VIEW N SLOT
BOTH SIDES
TOP COVER NOT SHOWN FOR CLARITY
61 +00
1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH f'c = 4500 psi
2. REBAR: ASTM A-615 GRADE 60 3=3 ultuuu
3. MESH: ASTM A-185 GRADE 65
4. DESIGN: ACI-318-83 BUILDING CODE
ASTM C-857 "MINIMUM STRUCTURAL DESIGN
LOADING FOR UNDERGROUND PRECAST CONCRETE 11/22/16
Civil Engineers
UTILITY STRUCTURES"
5. LOADS: H-20 TRUCK WHEEL w/ 30% IMPACT PER AASHTO �� S • G9 Structural Engineers
S,' of eAsg� G Landscape Architects
6. FILL w/ CLEAN WATER PRIOR TO START UP OF SYSTEM ��� 4'cr r�
7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES.,..,. Community Planners
Land Surveyors
8. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY " - -. ! y
SEPARATE SIDE SEWER Neighbors
23467
IST
sIONAL
GREASE INTERCEPTOR 1950 GAL. UTILITY VAULT OR APPROVED EQUAL]
NOT TO SCALE NOTICE T A C O M A • S E A T T L E
N
N
DO
I,)
SECTION AA
SURVEYED:
---____.__-- --- DESON j. KELIY
DRAW.
TDS
ADDENDUM #3 MJS 05/09/12 DG gemm.
D. NASON
NO. REVISION BY DATE APPR N"OvED:
D. GAVIN
SCALE:
AS NOTED
ONE Ww
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORD94GLY
VERTICAL: NAVD 1986
NORQDNTAL- NAD 1953/1991
�jDATUM
ALTERATION OF THIS DoLTAOT SHALL """'DATE THE 2215 North 30th Street, Suite 300, Tacoma, WA 98403
PROFESSIONAL SEAL AND SIGNATURE %IBLICATION OF
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
01NNER W RIGHTS M IT. THIS DOCUPIENT IS FOR USE 253.383.2422 TEL
NAAFIS NOT TO B OUM FOR RP OR 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101
RECORDDRAWING SET AOOHION TO THAT PROJECT OR FOR ANY OTHER PROJECT. 206.267.2425 TEL
(ATE
CITY OF EARLY CHILDHOOD LEARNING CENTER 4.8.2016
RENTON RENTON SCHOOL DISTRICT pPWF- G
mw'NG NO:
Planning/Building/Public Works Dept. PRIVATE SANITARY SEWER PLAN AND PROFILE C1.62
SHEET: OF:
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