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REC_ N0, 8901 1 01 39�
DOCUMENT PARTLY ITEM 1 4 J 10' STORiv' PROPERTY LINE
ILLEGIBLE — BEST ESM'T DRAINAGE ES'T,
R E C N O. 9 0 0 7 0� 1 1 4 Cl o EXISTING, CONCRETE TO REMAIN b Fj E
PLACEMENT IS SHOWN) � L a
EXISTING TO REMAIN
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MANHOLE EXISTING CURBING TO REMAIN
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EXISTING PARKING STRIPE TO REMAIN c`o
N 88022 12" W 362.14' (362.36' DEED)
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x x �' `� `�`' , z x � x _IT EXISTING ASPHALT TO BE SAWCLIT AND REMOVEd r
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12 a E PINE o Pi E — —8„ -` E l q' PINE --- q �}1r 1 26,6 — — - - EXISTING TO BE REMOVED �
12" y _ ` 1 0 PINE �-y ��{{ - r
0 14„ PINE �'S � � o--- � � �.� � O n PII�� -to,, ��� �
+QQ —!, PI E E — r J _ _ PI PROPOSED ASPHALT PAVEMENT TO MATCH EXISTING 1
PI E
— 1 — —------- --- ----- -- ------ ----- ---- ----- — — -- a� °° PROPOSED CONCRETE TANK PAD
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1 „---- -- --- ---- EXISTING 12" GV IN MH �•SET AS STA 00+00PROPOSEd
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25-0 21•9 w PROPOSED 12" D.I. WATER MAIN
PROPOSED EASEMENT00
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EPVC a j EXISTING WATER MAIN (ABANDONED IN PLACE) J ❑ W o0
12"CMP NDER VVA I J
ABBREVIATIONS:
ZhlJ °— h •L4j
C� AST ABOVEGROUND STORAGE TANK 0— 111— Q
FINAL CONNECTION TO EXISTING WATERNIAIN (BY CITY -FORGES) CUT-IN:��, ° pry 0 DEF DIESEL EYHAUST FLUID Y D J_
12" 45 DEGREE- BEND RE{MJxNIJ) WITH MEGALG URESTRAINT WEDGES NEW ❑W DOUBLE WALL W
lE(E)=25,94' f JF ti FE FIRE EXTINGUISHER N J
�
12" SLEEVE MJxMJ WITH MEGALUG RESTRAINT WEDGES ASPHALT _
�^PVC � � ° � -I +t`ti` MAX MAXIMUM
12" DI PIPE SPOOL CONCRETE THRUST BLOCK PAVEMENT '�}h p to + MIN MINIMUM >5 to
TO MATCH f a O.C. ON CENTER co
fTYP F, air E}C1�5TING 31-1 1'1 44� UST UNDIERGROUND STORAGE TANK
82'-0" 5'-O" I p ° - -
� � iilF VERIFY IN FIELD
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UTILITY NOTES:/
+2B L.L
�b0 ���� L 0 I +00 h� f } � r'` � 1. CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES
= WITHIN THE LIMITS OF CONSTRUCTION AND ADVISE THE ENGINEER OF RECORD OF ANY
`' + - CONFLICT POINT W11" POWER 90 DEGREE BEND (MJ) W
CONFLICTS IMMEDIATELY.
+ LINE BURIED 24" BELOW GRADE � CONCRETE BLOCKING �
PROVIDE 12" SEPARATION STA; 01+37 (PER COR STD 330,1) CONTRACTOR SHALL NOTIFY AND COORDINATE WATER SERVICE WITH LOCAL
MUNICIPALITIES UTILITIES ❑EPARTMENT-
d •62 STA: 00+57 — rtff
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±85 LF NEW 12" D.I.
CONNECTION POINT TO EXISTING �, ' a 3. CONTRACTOR SHALL NOTIFY AND COORDINATE SEWER SERVICE WITH LOCAL
12" WATER MAIN TO REMAIN WATER MAIN -BURY 54" 1a'-a° 5'-0, °r r MUNICIPALITIES UTILITIES DEPARTMENT-
STA: 00+52 {PER COR STD 30fl,4) BELOW GRADE (TYP) d .. �' Lq � � ��°= L°5, �°�
EXISTING 12" WATER MAIN 4. CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRICAL POWER SERVICE WITH
ABANDONED IN PLACE
� � � � LOCAL ELECTRIC COMPANY.
INSTALL 12" CAP (MJ) ON END OF RELOCATED 15'-0" UTILITY EASEMENT 5CONTRACTOR TO INSTALL PVC CONDUIT FOR TELEPHONE SERVICE (TO PROPERTY LINE)
WATEf MAIN TO BE ABANDONED 4� Re+ - AND COORUINATE INSTALLATION OF SERVICE WITH TELEPHONE OPERATIONS.
p CONFLICT POINT W/ EXISTING �° B. SEE SURVEY FOR LOCATION OF OTHER EXISTING UTILITIES.
8" SANITARY LINE �
?� I = 16.5$ 7 NSEE OTES- IL SPECIFICATIONS AND REFERENCE DRAWING SHEETS FOR ADDITIONAL UTILITY
tiA>�� STA 01 +68 d
�� �, - PROVIDE 12" SEPARATION �n $- ALL CROSSINGS OF WATER AND SEWER LINES MUST MAINTAIN PROPER CLEARANCE [SEE
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CIVIL SPECIFICATIONS AND REFERENCE DRAWING SHEETS).
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CONFLICT POINT W/ PROPOSED PRODUCT PIPING AND 9, CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE
ELECTRICAL POWER CONDUITS BY SEPARATE PERMIT CITYJTOWNS STANDARD CONSTRUCTION AND UTILITY RE]UIREMENTS,
IE = 25.50 STA: 01+70 AND PROPOSED INTRINSICALLY SAFE 10. TREES SHALL NOT BE PLANTED WITHIN 10 FEET FROM THE WATER MAIN -
AND COMMUNICATION COUNDUITS IE = 24.50 STA: 01+70. —
PROVIDE 12" SEPARATION 11. ALL CLEANOUT TOP ELEVATION SHALL MATCH FINISH GRADE ELEVATIONS.
O ` ± 64 LF NEW 12" D.I. WATER MAIN - a 12. ALL MECHANICAL JOINT (MJ) FITTINGS SHALL HAVE MEGALUG RESTRAIN WEDGES AND
a v If. CONCRETE BLOCKS
7 — BURY 54" BELOW GRADE (TYPICAL) f
EN Y EN Y ENI�RY a a a /
V .4-
-2 .4 7 Q
rn o f -
IQ .
-, NEW 12" GV (MJ x MJ) -- -
. + Q STA: 01 +75
t 4 } co
~ 45 DEGREE BEND (MJ) WI T
d e v CONCRETE BLOCKING '��.
STA: a1+94+�0
a Q 45 ❑EGREE BEND (MJ) W1 CONCRETE D
BLOCKING CONTRACTOR TO VERIFY
LOCATION IN FIELD
+ an h CONFLICT POINT WI EXISTING —
1° 6" SANITARY LINE 4
I E = 20.77
•�
STA:02+09 9 Q
PROVIDE 12" SEPARATION
BUTLDING 45 DEGREE BEND (MJ) WI CONCRETE
BLOCKING CONTRACTOR TO VERIFY
LOCATION IN FIELD
a� 1 45 D G R E E D( J W1
13UIL❑ING HT=2'-1-7 a
CONCRETE BLOCKING
STA:02+19
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EXISTING 12" WATER MAIN
I. ABANDONED IN PLACE
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° ° a ± 62 LF NEW 12" D.I. WATER MAIN
d Q BURY 54" BELOW GRADE (TYPICAL) ~--
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MATCH LINE A-X
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WATER UTILITYO DEVELOPMENT ENGINEERING
ABDOUL GAFOUR 01.1312026 H Bray 01 /1 312026 0
UTILITY SITE PLAN
SCALE: V = 10' S�-3
1
-438408
ilNFiNITY ENGINE]CRIItiG
GROUP, LLC
1208 East Kcnncdy Butilcr-ard
Suitc 230
Tampa, Florida 33602
[p 1: 813.131.4770
[f : 813.445.4211
ww-v.icgroup.nct
Cert. of Auth. No. 603-536-314
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RICHARD HERNANDEZ, P.E.
WA REG. NO. 50841
DigltaIlysigned by
Richard Hernandez
REU DN: r=US,
° w ' %� serialNumber=AATL 2
�0 40410344595,
x cn=Richard Hemand
email=richard@+iegro p
net
Date; 2025.12.11
SsfdNKL 4 09-13:04 -06'W'
Adobe &fobat very!
❑a1.01230262
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