HomeMy WebLinkAboutS-281802Lo
oLD
_j 16
`ETA: 4+19.22
OFFSET- 124.9
INV ELV 230
FG. EL V 234 00, is
(D LLJ '� s�so NO TES:
0 /0
ALL MANHOLES SHALL HA VE
ROUND, SOLID, LOCKING LIDS -
STA: 4+77.J9--
OFFSET: 38.28 L ALL TRENCH RESTORA TION
STA: 3+74 j8 0 INV ELV 235
(D �__OFFSET- 48.06 L' . FG. EL V. 240 SHALL BE PER CITY OF
IN V EL V 220 REN TON TRENCH REr 5 TORA TION
FG. EL V 224
AND STREET OVERLAY
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co
--
REQ U I, - , EM EN Cv N TS. 6" PVC SF-13 (TYP.)
STA: 4+22.27 0
orFvT 6.52 R
-STA: 3 +2 .21 TL V. 235
OFFSET 161.96 L WE V. 240
IN V ELV 222
FG,tL V 226
0
@
(t
S TA 4+7393
OFEtT- 33. 84 p
INV EL V 235
224.77
FG. !ELV 240
00 39.1 L F 6 VC 023.0%
T 3+54.0, 9.9RT
WL A . _i .
-j SS. IIE 221.40
s --
2.7'I CLEARANCE
F-
PROP. SS MH f3I-2 STA: 4+19.76
FFSET�, 124.47 R
48" 0 SEE D 7L. _5H T 1 J
; // INV L
'ON E 240.0
STA 3+85.06, 7.5 R.
FG. EL V. 243.5
RIM E4 V 31. 1 233.92
61 0 INV. ELV zz'6 8 -225.5
vi F
, . ....... Yl if
161.9 LF 6"0 PVC 916.25%
A
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CD
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1-
d.
2 rcr
114 1
t"v - - - - 14, -
40.00' VC
STA 3+85.06, 7_5
_4112i�ocr_ 4 5- (T-
N_
PROP. 4H f31-.3
48" 0, SEED HT. IJ El -
STA 2+97.0 16 08
n.
a_
Q
Ld
O
m
z
0
I
V RIM EL V. 219L 89 219.70
INV. EL V 211 4 9 210.65
ul
PROP. SS MH #,31-1
BRONSON PLACE W. E. PROFILE
48" 0, SEE DTL. SHT IJ
STA 2+51.41, 1.20 LT 280
RIM EL V. 219 04 274.90 STA. 3 +276, 38.9'RT.
INV. ELV. 207.24 207.70 W4. 1E. 221.37
SS. 1E. 219.56
STA 2+66.0, 7.4RT 1.1' CLEARANCE
SS. E 209.54 4 -
1.16' CLEARANCE
EX. W4. 1E. 213.4
EX SS MH 11,31
\3-) STA 2 +47.1, 0:"8' RT.
SD. IE 211.5 STA 0+92.96, 39.34' RT
SS. fE. 20720 RIM ELV. 21397
3.63' CLEAR INV ELV. 206.37
A I11
LE
0 --C-\
z V \ (Z)
24(
DATUM ELE1,
200.00
Li
GRAPHIC SCALE
2
IN FEET
1 inch = 20 ft.
12"0
FIBER
PACKIr
3/4" SQUARES SPACED - 3/4"
AS INDICATED HT. 1/8"
0 45* (1
❑ El
El 1, 2
I/[ P-1 El EEI El D
El - 0
Lj
F
Ell
Eli
RAISE-1/2"
WIDE BORDER
o" PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
5-3,
2 ,"87 4'
__3
8"
CAST IRON RING AND COVER
� H. 7•
of WA
0
470
S`SIdNAl
EXP[f2E5 B/22/O1
PV1 STA - 94-A13
m
CONCRETE
CLASS 3000
5,'4
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
AS -BOIL r NOTE.
"AS-BUILT" IS BASED ON A ACTUAL FIELD SURVEY
BY TOLIMA ENGINAIERS AND INFORMATION FROM
CONTRACTOR.
7400
2+00
LL li 6:'9 F R 21
3+00
Ptq ELEV = 215.09
A.D. = 14.00
K 2.86
PROP. SS MH J31-2
W SOLID LOCKLID(TYP)
40.00' VC
STA 3+85.06, 7_5
R.
N_
RIM ELV 2434-
INV. ELV. z"26.6
33.92
+
'fil-J, SOLID PROP. SS MH ID LOCK-
_STA 2+97, 16.0' RT.
RIM EL V. 219. 219.70
LID
-" �� �3: k�;:
Lu
N
w
PROP. SS MH fJl- 1. LID L
INV. ELV. 2"-.49 210.65
CK. LID
\
2.
rz
STA 2+51.41, 1.2 L7 21
RIM, ELV 6.1 21490
5' CONC. SIDEWALK
INV ELV 9a7__U 207.70__-
1.002'
8"0 PVC
110 P @16.78%
88. 5 Lr 8 4"a
8"0
STA. J+54, 9.9' R. L Et
DL W4• 1E. 224.77' Et
PVC SS. 1E. 221.40'
ooFFPcAovlNG
CONCRETE VERTICAL CURB
37 LF 8"O P 0 0 59-1 SA N- I
SEWER
40 LF
2L.7' CLEARA
n
C'�
IN
p
^
tl It
CN N
N
GN
..... . ... ..
C'4
7400
2+00
LL li 6:'9 F R 21
3+00