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8 i N SW 1/4 OF SECTION 3 TOWNSHIP 23 N RANGE 5 EAST, W. T NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE
CONNECT ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
TO EX. SSMH DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF
10 ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING I z Z Z
2. 0'`1 -• - ... ,.�.�_ CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL w w Z
SSMH #4, 48 I 97.00 - PRAT EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER 2 a
STA. 100 +31.0 �_ *LOTS 19 27 SHALL PROVr�T ` d''g4'� ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR
87.9' LT. \ IE 41 F = _ INDIVIDU GRINDER PU U v
FE 420.0 2t • UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. i
FFE =422.0 t_ w
[FFE=404-0 U A F Y • 1-800-424-555.5
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(n 0 2 42 00' o � CALL BEFORE YOU DIG. o I O
Y �•�` SSMH �6, 48 z N � r~ I �
W w IE t 5 8.0 IE 417. EXTRA SHALLOW 112.13 0 noT��Ri CT % ,p � W ' u �
rA. 101 + 19.8 :20) • z Z
z o+2t TRACT '8 m
U O FFE =422.0 i8.2 LT. w Nara �' \ a s
22 I tn Cl)
~ 0 t 05.92 - 719F Fj FFE =410.0 - $ I Lu w
SSMH 3, 54" FFE =422. . FFE =416. FFE =404.0 r-
Li.l z STA. 10 + 14.4 IE 418.0 Ln
0 1
0 87.5' LT. 4 0+57 114.7e a5.00' @ N
= Q 101 0 FFE =422.0 1 -- - FFE =405.0 -- 7�1; \ °' o
23 N
Q - J IE 418.0 w Z
I N r-
Z
(� O 13 0 +101 41• -2" S H. 8 j
i
O
Ld Z � FFE =422.0 / 1�5 PVC FO CE MAINS '
Q L�.l w SOI VEN WELD. 1 -
� 4 -2" SCH. 80 �
.,�,�
O
IE g8.5 PVC FORCE MAINS ��•• ••��� + SOLVENT WELD.
U 0�+5t 0 0 LJ 25 m 2s 27 �.= � �' '•yam J
FFE =422.0
`.
SMH 5 4" ! FFE =411. FFE =404.
9 S \ ?• �V;o N
' FFE =402.0 I •
SETA. 102 +28.0 FE =407.0 �••� ors `'' ��'
10 IE 418.5 1 6.0' LT. ��•_.. •.
11 - - -- w a►�►'••••' p
0+961 `+ Q
7. 35.00' 35.00' 38.00'
FFE =422.0
�r _
SSMH �2, 54 " . 3 +00
�•
STA. 102 +28.0 t +00
CL o 87.5' LT. IE 419.0 _ 2 +00 \
C14 NOt'2a'6 "E +0 S +QO o v 5 +47.73 0 0+12 , C.O. �0-
-6- - -f- -
I \ EASEMENT
:� FFE =424.0 j IE 417.5
0 o E , 07.99 `�- _ .
W� o If
[---+ a IE 419.0 _ - _ _ - - - - _ a
o+6t o
Z 0+48 , � FFE =41 1.0 FFE =407.0 * w
� a _ I y FFE =421. - LOTS 1-- SHALL PR IDE v
r--� W - c FFE -424.0 7 m o 6-2" SCH. 80 INDIVIDUAL GRINDER P MPS. IE 405.9 -- -� _
L) c o 10 0 O w O c PVC FORCE MAINS 3 8 2 8 g U
E STA. 103 +23.0 SOLVENT WELD. O Q O tam
B SEWER MAIN IE 420.0 FFE =416, SEWER FORCE MAINS C1
FFE =404.0 O o. •
m E W /IN STEEL FFE =402.0 FFE =400.0 TRACT C
\ E SHALL BE PRIVATELY A
CASING UNDER 0+83 Nw FFE =410.0 3
p�N ROCKERY FFE =426.0 OWNED AND MAINTAINED, \ wo
c ✓ 3 TYPICAL. w N
4 •c r,. W
_o CD
a C� SSMH #1, 48" _ -- -
STA. 103 +35.0 40 0 40 80 }
87.5' LT.
1 "= 40' Z
scale feet
5 0 5 10 -
0 1 =5
vertical scale feet
40 0 40 80
1 " =40'
horizontal scale feet
C m o
zrlr' 440 EX. SSMH w
IM =4 3.2 440 440 440 440 Z
' CONNECT TO EX SSMH Cn
' " IE= 415.26 (8 "NE) w
SSMH 1 48"
RIM = 432.09 IE 415.16 (EX. 8" W)
IE= 417.24 (80W)
SSMH J2. 54" TYPE B SSMH 13, 54" TYPE B
W SHALLOW SHALLOW
1 ° ° RIM= 421.50 RIM= 423.00
IE= 416.80 (8 "E) IE= 416.13 (8 "N,E) SSMH 3 54" TYPE B V
59, IE= 416.70 (8"W) ,__ IE= 416.03 (8 "W) SSMH 2 54" TYPE B SHALLOW .J
RIM = 423.00
0 430 �`• R M 424 00 8 430 SHALLOW 430 IE =416.13 (8 "N,E) 430 430
w
" RIM - 421.50 " � Y � (n (D
IE= 415.61 (8 "E) IE= 416.80 (8 E,N) IE= 416.03 (8"W) w W
-_ IE 415.51 (8 SW) = 416.70 (8"W) J
Q \ ---,SSMH 5, 54 TYPE B \ " LL
\ W
i w - \ EXTRA SHALLOW � V 0
i RIM= 420..00 (Y
RIM = 420.00
o IE_417.11 N \ E =416.65 6 "N W
IE- 416.94 8"S IE= 416.48 8 "S O 06 \ Z
� O
ao 420 420 420 420 420 1 =
Z
� I 107 LF S= 0.50% 8" PVC 70 LF (�
113 LF S= 0.50% 8" Q I
PVC 83 LF S= 0.50X 8" PV
C _
1 51 LF Cl) SEWER MAIN w /IN STEEL , I
8" PVC
CASING UNDER ROCKERY I Lj"�
8 • PVC S w0.50X I W
Co ; Q w
o
Oz 410 410 410 ; Z
V U
Qr �; U
w Z
C ;w :w
PROFILE • SSMH #1 - ,EX. SSMH PROFILE -SSMH #t2 -SSMH >5 _ �ECOMME DED FOR APPROVAL a v
PROFILE SSMH #3 SSMH #6 •
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