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CB#186
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NOTE:
LOCATE W COPPER
I WATER SERVICE CONNECTIONS
< OVER NEW STORM DRAIN PIPE
I J (TYPICAL)
I
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Brush
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CB#16
CB RIM=29.63 NOTE: \
IE 27.7 CONNECT NEW YPE 2
MANHOLE T EXISTING
STORM PI Brush \
AS -BUILT DRAWING
AS RECORDED BY
CONTRACTOR FIELD NOTES
AND SURVEY VERIFICATION
FROM THE FLUER COMPANY
1-14-02
RECOMMENDED FOR APPROVAL
STORM WATER UTILITY DATE
STORM WATER MAINTENANCE DATE
H onz. 1 " = 20'
Vert. 1" = 5'
53+ 50 53+ 00 52+ 00 51 + 00 50+ 00
................................. .------..------------------------------..------------------------------------------...........................----...........------...............................------------------------..........................-----.........................
M CB #18, TYPE 2, 48" CB #17, TYPE 2, 48" -
r-1 STA. 53+46, RT. I' : : : STA. 51 +88, : RT. 1' : :
SOLID LOCKING LID SOLID LOCKING LID STA.
#16, TYPE . 48" :
RIM _- 31,60 :+ RIM: = 31.60 "" _ �1 19 4 RIM = 30.54 : SOLID 50LOOKING TLID
' �
= 18" S IE = 27�.24 18" S IE = 27.44
3� 7, - 12" : N IE _= 27 _ .. 18" N IE. =- 2.7 21.... RIM -
12" E IE = 27..24------------------------------------------- 12" E IE = 2... ......RIM...30-75---------- ..-------------- -- ----- :..
W = 1 2" : IE = 28.04 12": IE = 27.00 181, NE) JE_ 27.29
18" N {E = 27.50
- " = - _____18(SW) :IE 27.29
_- GRADE AT CENTER LINE �- - - - -
------------------------------
--_
: : 30 Q�----:----- ---------------•------------------------------------------.----------------------------------------- 30--...-----....:
158 LF, 18 DIP @ 0.08% 134 LF, 18" DIP @: 0.1 1
2 5 - - : 6„ W (TO BE ABANDONED) 2 . .... :........ .
NEW 10" W
CB# 18A, TYPE 1 CB# 17A, TYPE 1
: STA.- 53+46 LT. 21' : CB# 18B, TYPE 1 : : CB# 17B, TYPE 1 CONNECT NEW TYPE 2 :
...... B1=DIRECTIONAL .. .. STA.- -53+-46, - RT.- 20-- - - - - - - - - - - - - - STA. 51 +88 LT.- 21' - _ MANHOLE TO EXISTING ...............................
B1=:DIRECTIONAL : STA. 51 +88; RT. - 20'.... - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
_o VANED GRATE : : BI-DIRECT[ONAL VANED: GRATE 18" STORM PIPE
VANED GRATE : : : BI-DIRECTIONAL VANED GRATE
U' Rimz. 98 RIM. EL. = 30.55 ± -
w -, �E1�--�28�� - - _ - - 19" (W) IF 27.63 - - - - - - - - - -
RIM :EL. = 30.96. _ _ _ _ _ _ = RIM EL. _: 30.97 12"- (E) IE = 28.05 RIM EL. = 29.98
12" E IE = 27.66 12" W ¢E = 28.47 _ - _ _ _ - - - _ : _ _ - 12" (W) I E = 27.58
3 0 (� — O 0 ......--------- .......... ------------ -.........--------------------------.------------------------------ . ------.----------:---.......... .... ....------.
° Q-J Ll
- - - - - - -
UGT >' WATER (TO BE ABANDONED) UGT....... ..... ... 6,> WATER .................................
--------------
22 LF 12" DIP SD @ 1.0% 12" WATER 22 LF 12" DIP SD @ 1.07 (TO BE ABANDONED)
2" GAS 19 LF 12" CPEP SD @ 1.0% 12" WATER
" SS 12" HP GAS 2" GAS 19 LF 12" CPEP SD @ 1 .0%
0 .` �
812" HP GAS
D 2722 14
/ SCANNED SEP 13 2002