HomeMy WebLinkAboutW-438409N
7
MATCH LINE A -A' J
ENTRY ENTRY ENTRY ENTRY
u_ 45 DEGREE BEND (MJ) VV
2` 1 CONCRETE BLOCKING
41
Q - w O a �, TA; 02+62 (PER COR STD 330.1
b .
± 32 LF NEW 12" D.I. WATER MAIN -
BURY 54" BELOW GRADE (TYPICAL)
INSTALL 12" CAP (MJ) ON END OF
WATERMAIN TO BE ABANDONED
r5
CONNECTION POINT TO EXISTING
12" WATER MAIN TO REMAIN
STA:02+94
---------------
FINAL CONNECTION TO EXISTING WATERMAIN PER COR STD 330.4 (BY CITY -FORCES):
REMOVE EXISTING 12" 45 DEGREE BEND AND BLOCKING f
INSTALL 12" SLEEVE (MJxMJ) WITH MEGALUG RESTRAINT WEDGES /
INSTALL 12" DI PIPE SPOOL+00
I b
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if
�- 25,80 �
hh
16" Cw
+ tk
+25.96 /
EXISTING FIRE �J
HYDRANT TO REMAIN
{
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EXISTING 12" GV IN MH
TO REMAIN
} 2 .67 ry�O�
+ .490
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WATER
MANHOLE
N 88022' 12" W
378.62' (378.39' DEED)
(N LINE OF S 408' OF N 112
OF NW 114 OF SEC. 35-23-4)
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O 1061395
MATCH LINE A -A'
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T X+—
25.51
25.48
SYMBOLS LEGEND
PROPERTY LINE
c
o
o�
EXISTING, CONCRETE TO REMAIN
E
EXISTING TO REMAIN
c
EXISTING CURBING TO REMAIN
EXISTING PARKING STRIPE TO REMAIN
c`t'tii
EXISTING ASPHALT TO BE SAWCIJT AND REMOVED
EXISTING TO BE REMOVED
r
PROPOSED ASPHALT PAVEMENT TO MATCH EXISTING
1
PROPOSED CONCRETE TANK PAD
PROPOSED CY)
ml-
w PROPOSED 12" D.I. WATER MAIN
PROPOSED EASEMENT J w =00
00
EXISTING WATER MAIN (ABANDONED IN PLACE) er w CO
ABBREVIATIONS:
AST ABOVEGROUND STORAGE TANK
DEF DIESEL EYHAUST FLUID
❑W DOUBLE WALL
FE FIRE EXTINGUISHER N
MAX MAXIMUM
MIN MINIMUM
O.C. ON CENTER
TYP TYPICAL
UST UNDERGROUND STORAGE TANK
VIP VERIFY IN FIELD
UTILITY NOTES:
1. CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES
WITHIN THE LIMITS OF CONSTRUCTION AND ADVISE THE ENGINEER OF RECORD OF ANY
CONFLICTS IMMEDIATELY.
2. CONTRACTOR SHALL NOTIFY AND COORDINATE WATER SERVICE WITH LOCAL
MUNICIPALITIES UTILITIES DEPARTMENT.
3. CONTRACTOR SHALL NOTIFY AND COORDINATE SEWER SERVICE WITH LOCAL
MUNICIPALITIES UTILITIES DEPARTMENT-
4. CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRICAL POWER SERVICE WITH
LOCAL ELECTRIC COMPANY.
5- CONTRACTOR TO INSTALL PVC CONDUIT FOR TELEPHONE $ERVICE (TO PROPERTY LINE)
AND GOORUINATE INSTALLATION OF SERVICE WITH TELEPHONE OPERATIONS.
B. SEE SURVEY FOR LOCATION OF OTHER EXISTING UTILITIES.
7. SEE CIVIL SPECIFICATIONS AND REFERENCE DRAWING SHEETS FOR ADDITIONAL UTILITY
NOTES.
8. ALL CROSSINGS OF WATER AND SEWER LINES MUST MAINTAIN PROPER CLEARANCE (SEE
CIVIL SPECIFICATIONS AND REFERENCE DRAWING SHEETS).
9. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE
CITYJTOWNS STANDARD CONSTRUCTION AND UTILITY REQUIREMENTS,
10. TREES SHALL NOT BE PLANTED WITHIN 10 FEET FROM THE WATER MAIN-
11. ALL CLEANOUT TOP ELEVATION SHALL MATCH FINISH GRADE ELEVATIONS.
12. ALL MECHANICAL JOINT (MJ) FITTINGS SHALL HAVE MEGALUG RANWGAD
CONCRETE BLOCKS,
IE(NE)=22.66'
(FIND NOT I
EWATER UTILITYIS DEVELMENT ENGINEERING
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ililiiNITY ENGINEERIItiG
CROUP, LLC
1208 Fast KcilIludy BUl1lu yard
Suitc 230
Tampa, Florida 33602
[p 1: 813.131.4770
[f]; 813.445.1211
ww•w.icproup.nct
Cert. of Auth. No. 603-536-31_1-
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RICHARD HERNANDEZ, P.E.
WA REG. NO. 50841
Digitally signed by
Richard Hemande
DN: C=us,
2024
0410I344595,rcn R
hard
h Hernandez,
email=richard@ieg
up.n
50841 q� et
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�a18'ry ti Date; 2425.12.1 1 0
13:15
SFO� ni.F a-06,00'
AdobeAtrobatve
on:
❑Gti)17.012.3D262
UTILITY SITE PLAN
, L SCALE : 1" = 10'
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SP-3,1
-438409
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