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PROPOSED WEIR�MAI
SIZE & TYPE VAll SEE ON070
0"mG U7RjTy PIK
NOTES:
11- W EXISTING VTLITY PIPE IS A WATER VNN
1111-INCIES OF SEPARATION IS REQUIRIM
2. F E)QnNQ U7IUTY PPE 15 A F
4, 1 N. SAWARY SEM.
RECLWW WATER MAIN OR STM 15 IN04ES OF
SEPARAMON IS REQUIRED. F imm is WRAC71CAL AM anmli
UTIM MAN IS CM. CM OR DA. Dii SEPARATM CAN BE
FULL 5160II-011i PIPE SIALL BE
REDUCED 70 6-INCIRES, A
CENIER OVER E)OSTING UTRM mAiW TO PROVIDE MA)amum JOINT
DEPTH OF WRY 70 BE 24?* M
5C,
pi WENT OVER EXISTING MUMS
to
Av C4
0
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0
0
0 0 0
0 0
FOUND /2- IRON _J
0 _J
PIPE N) CAP
220.00'
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0
ob
TIN VARIES
0
>
0
20 SETBACK FULL LENOM OF ENS71ING UTIUTY PIPE
0
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ATCROSSM +
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er
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SEE Ni
WEIR MAN
L 1 SIZE & rME VARIES.,
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a) NOTES:
m
0 q" 0
Co lb n 1i di-INCHES OF SEPARATION IS RED.
�d 0 0 C$ 10 vo I. IF 00i U71UTY PVt IS A ER MAN
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N 44N 0 2. if E)MIUC UTI��
(I A MAIK SANITARY SEMR.
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5� 0.1�)
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41, li RIMAMED WA1 QZOR 18 INCHES OF
11
BENCHM
it
SEPARATION IS m is Im AM EXISTM
SET 60 k 0 0 0 0
UTIUTY MAIN 13 C901%
0. 0 Ili PIPE, SEPARATION CAN BE
A,
_J Zv 0
Eli _J _J _J REDUCED, TO 6 OF PIPE SHAM BE
0 _J CMYERED UNDER U MAIN TO PROVIDE MAXIMUM
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q JOINT SPACING Ni
29' 144, 18' 18' All
0 b
Ilk
19� i 111 0 11 LTIV_le F- 0 L-------/7 AQJ
2" RPZ BACKFLOW fl\ - I - - 0 USTMENT LMDER EXISTING UMLIMES
if SAN. SERVI(
PREVENTER- J
0.
1 1.00 IMIN. Yl
.0.
0.
I" MASTER METER 0-
4L
0
TER SERVICE (n?)
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A,
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top )_0 0
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CATCH BASIN T �220.Cl 6-1 �0
GRATE ELi (9.0
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E. 115 Ill INV. A
Jim
EDGE
51 OF PAMNG
GEF. P
0%
260
till
uht,'lip", ANHOLE 8" PVC
SANITARY 4
NORTH RIM ELEV (9.42) 8" P VC 18" PVC
N. 8'" PVC 'INV. (-.42)
IC
S. 8. PVC IN V. 2 42)
t -Mili
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_GE OF
-&D
PVC IN
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LEGEND
SAWCU CATCH BASIN 10
REPLACE GRATE ELEV. (9.0
Tf
RCP I
W. 18- NV
V CONC. CURB C W
EXISTING SPOT ELEVATION
CATCH BASIN 6, W
90
9W B- pvi��
GRATE ELEV. �9.111
6' W
CATCH BASIN
E. 18" EXISTING SANITARY SEWER
EXISTING WATER MAIN
JIL GRATE 11 (9.0
WESY 7th STREET
0- N. 18: RcP INV. IS- RC�P
S. Z4 KUP INV. EXISTING STROM SEWER
3
E. 15" RCP INV. -5 51
5.6 (50' RIGHT—OF—WAY)
W. 18" RCP INV.
0
5.64 W NEW WATER MAIN
lt
NEW WATER METER
NEW SANITARY SEWER
SAN
-C.O.
NEW SANITARY CLEANOUT
PA
;Il it I VEMENT REPAIR
7D VA4,-1
J. _a&AJ)S
ZW;YV, 461A.19
qj
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t, it
lat NOTE:
jll� IN
AtJ_ 2* PVC WATER MAIN TO
MAINTAIN-18" MINIMUM CLEARANCE
211
ANITARY & STORM SEWER.)
TH ALL, S
ill", il ly
lit,
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Designl64
Releosed For Construction
Project No.: Drawing
BTP
Coinnelly & Wicker Inc.
—35
Drawn 9901
ORCHD TRACE APAIRTMENTS
By
COnsulting Engineers
l, BTP ISSUED
.i7. Checked This Drawing Is the property of Conn A
0 Lff. PREPARED FOR
SITE GEOMETRY UTILITY PLAN
Jill ellyA %Mcker Inc.
DEC 0 6 M
BEK and is not to be reproduced or copied In whole or In Scale
-used on any other prol and MAYPM A"ORDAM HOUM WA% LTD. 1 20`
fill, pod. It Is not to be Jacksonville Beach, Florida
Ce
coitIELLY WICKER INC.
"l:,0 is to be returned on request. -I
W, i I'll, 'MAIN'
IIN i Destin, FL Cashiers, N
ADDED WATER:
RCW
K
7_1)- IDate 4
Date Revision,, Reg. Engineer 1.99 Sheet .
y zSEPt" of