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#40
SMH STA 0+h0
RIM = 215.52
INV. IN= 208.71 HOUSE)
INV. 11\1=2084 PARKER)
INV. OUT =208. 2
RIM 214.85
INV IN =21C
INV. OUT =2t
#41
#50
#48
215.43 #42
N= 210.53
OUT =210 53
CB O +OOE
RIM 14.96
INV. 1 = 209.86 D H)
INV IN 2 �8" PVC =207.97
I 1 PVC) 210.27
NV.I = 207.98
2-8" PVC PARALLEL
1 -15 PVC DRAIN
DMH \
RIM = 213.17
INV. IN= 207.32 -
INV. OUT= 207.27
2 +00
GARAGE
CB
RIM = 212.62
#49 L, (NO PIPE FND)
0 +5
RIM= 215.23
INV. IN(15" RCP)= 208.49
INV. OUT (2 -8" PVC) =208.47
INV. OUT (15" PVC)= 210.90
CLEANOUT MH STA 3 +96
RIM= 214.61
INV. OUT =21 1.32+
#47
1 '-mil
PLAN
SCALE: 1 " = 40'
0 +00 1 +00 2 +00 3 +00
PROFILE
SCALE: 1 " =40' HORIZ
1 " =4' VERT
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IN PLACE
230
220
210
200
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CENTER PLAYFIELDS
RESTROOM BUILDING
FLOOR SLAB =215.61±
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SCALE: 1 " =40' HORIZ
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+ EXISTING SMH
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IN PLACE
230
220
210
200
V
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190
CENTER PLAYFIELDS
RESTROOM BUILDING
FLOOR SLAB =215.61±
230
220
210
200
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CLARKE
STREET
(EAST)
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1
200
190
1+00
-� D -5.85'
L =iZ5'
\ R
F RM 87.85 #12
I
NV. IN =81.55
OUT =81.35
MH
#10
S 3 7 DMH
RIM =88.10 RIM =88.30
N =82.70 (SERVICE) INV, [N= 81.90,
1N= 82.68 INV. dUT =81.80
N OUT =82.62
6 "g PV
#34
STIMSON RD
SERVICE CONNECTION ,
IN Si1MSON RD.
REMOVE EXISTING MANHOLE AND
REPLACE WITH PROPOSED MANHOLE
(TYP.)
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RIM =87.49
INV. IN =80.
I NV. 0 UT =81 44
SERVICE #33
CONNECTION
IN STIMSON RD.
5.9'
15.0'
#16
#20
` -� STA 1+36
FER CO 8
FERNCO 8 CLA INV. =83A
TO 8" PVC
1
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SMH STA 1
RIM =90.60
INV. IN =83.80
INV. OUT =83.E
SID- #26
SMH STA 0 +78
RIM =88.65
NV. IN =83. 7 ( ROSS
INV. IN =82.93
INV. OUT =82.85
F#219
PLAN
SCALE: 1 " = 40'
1 +00
PROFILE
SCALE: 1 " =40' HORIZ
1"=41 VERT
#22 #24
TO 8" PVC
m�
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0
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NOTES:
1. INSULATION SHALL BE INSTALLED ON THE SEWER PIPE
WHEN DEPTH OF COVER IS LESS THAN 4 FEET.
2. GRAVITY SEWER PIPE FROM STATION 0 +00 TO STATION
3 +96 CLARKE STREET SHALL BE DUCTILE IRON OR
APPROVED EQUAL.
3. WHEN DEPTH OF GRAVITY SEWER IS LESS THAN 4 FEET,
ADDITIONAL COMPACTED CRUSHED STONE BASE SHALL BE
INSTALLED BENEATH THE SEWER PIPE TO A DEPTH OF 5 FEET.
UNLESS OTHERWISE INDICATED, ADDITIONAL CRUSHED STONE
SHALL BE INCIDENTAL TO CONSTRUCTION OF THE PROJECT.
4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
QUANTITY AND LOCATION OF ALL SEWER SERVICE
CONNECTIONS PRIOR TO EXCAVATION.
90
REMOVE EXISTING 8" VC SEWER AND
- REPLACE WITH PROPOSED 8 "S PVC
SEWER FROM STA 0+00 TO 1 +32
1 80
(
FERNCO 8" CLAY
TO 8" PVC
40 20 0 40 80
4 2 0 4 8
HORIZONTAL SCALE: 1 " =40'
VERTICAL SCALE: 1 " =4'
RECORD DRAWING
COPYRIGHT 2011 WESTON & SAMPSON
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SHEET 6 of 7
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