SW6230606_Plansheet - Other_20230906

NEW 8X8X8 TEE AND 8" VALVE ' -i /
2" METER COORDINATE ANY NECESSARY SHUTOFF I No / GENERAL NOTES: UTILITY PLAN w
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2"X1.5" REDUCER OF EXISTING MAIN WITH HARNETT I —_ cUj
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COUNTY REGIONAL WATER DEPARTMENT 1 _ M I cr
2" TAPPING SLEEVE AND 2" VALVE 5'X5' ASPHALT PATCH 1. BASE INFORMATION IS FROM A SURVEY MAP ENTITLED "EXISTING
I / = i CONDITIONS LOTS1-3 FALCON CREST SUBD, BBQ TWP." DATED cD
1-1/2" WATTS 909 (OR EQUAL) I \ NM —/ / m 06/09/21 BY MkRSTAN, PLLC LAND SURVEYORS OF 2411 US 64 E
RPZ TYPE BACKFLOW ♦ i
8" PVC WATER LINE ♦ BUSINESS WEST, PH: [phone]
PREVENTER IN ABOVE GROUND Q� �♦ � o �
HEATED ENCLOSURE 0.25" THICK 16"0 STEEL CASING \ ♦ _ ci
6" PVC WATERLINE PIPE WITH BORE & JACK ♦ R' 2. ALL UTILITIES MUST BE INSTALLED IN ACCORDANCE WITH NCDEQ ?
(SEE PROFILE THIS i / / AND HRW STANDARDS AND SPECIFICATION. o ��
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PROPOSED NEW POWER
EXISTING UTILITY POLE POLE LOCATION, ♦ _ 3. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL m ��•````� 'CN ROB '*,,,,
(2) 2" SCH 40 PVC TO BE REMOVED COORDINATE WITH LOCAL r' z
CONDUITS FOR FUTURE POWER SUPPLIER /
I I BEGINNING 0-632-4949)CONSTRUCTION. cf)
LOCATE ALL EXISTING UTILITIES PRIOR TO Q�pFESS/p�l�
USE NEW 750 GAL CAPACITY
BELOW GROUND OIL NEW FIRE ' o = SEAL =_
HYDRANT, VALVE 4. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL = 24438
(2) 3" SCH 40 PVC WATER SEPARATOR, SEE i fl EXISTING UTILITIES AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES m
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CONDUITS FOR PHONE PLUMBING PLANS (BY ,AND ASSOCIATED APPURTENANCES coGI
OR CONFLICTS PRIOR TO BEGINNING CONSTRUCTION. 0 F _
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AND DATA OTHERS) FOR DETAILS � lq ,,,,...• '���``�
/ NEW 2" TEE 5. CONTRACTOR SHALL COORDINATE THE LOCATION OF THE ELECTRIC, o
1" SCH 40 PVC CONDUIT / i y� r,NE�� GAS, AND TELEPHONE SERVICE WITH THE APPROPRIATE UTILITY N P"""'Pa""`��
FOR FUTURE PHONE AND r" 1 NEW 8" WATTS 909 RPDA COMPANY PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL
DATA / FMB M-FM � F(OR EQUAL) IN ABOVE PROVIDE CONDUITS AS REQUIRED FOR THESE UTILITIES UNDER PAVED
/ -FM \ pNE�OH GROUND HEATED ENCLOSURE AREAS.
(2) 2" SCH 40 PVC �_ FM \ \ �ONE� EXISTING WATER METER, TO a
CONDUITS FOR FUTURE i IPF .750PEN 0.2BG o pNE 6. CONTRACTOR SHALL COORDINATE THE LOCATION OF THE CONDUITS O
I = BE ABANDONED AND
USE \ ONE REMOVED NECESSARY FOR THE IRRIGATION SYSTEM, SITE LIGHTING, AND SIGNAGE
8" PVC WATERLINE PRIOR TO BEGINNING CONSTRUCTION.
0 7. THIS PLAN IS DIAGRAMMATIC AND REPRESENTS THE APPROXIMATE
LOCATION OF UTILITIES UNLESS SPECIFICALLY DIMENSIONED. THE o
8"X6"X6" TEE WITH CONTRACTOR SHALL COORDINATE THE ACTUAL AND PROPOSED o "
/ M O CONCRETE BLOCKING LOCATION OF UTILITIES TO AVOID CONFLICTS.
S\DEPPTH ' E I o o ' N
E ONE 1 c^ \ 6" PVC WATERLINE 8. REFER TO SHEET. NO. C7.0 THRU C7.2 FOR SITE CONSTRUCTION o
pVC W / /FM E ONE RD 1 = ti0 2" PVC FORCEMAIN DETAILS. U .7
EX 8 0 s _0
i FM' E i TR 9. CONTRACTOR SHALL COORDINATE THE LOCATION OF THE WATER —
/ M / 50 �3 ° ONE 10 1 4" WATER LINE TO BLDG. `o
/ E ° 1° E \ AND SEWER SERVICE TO THE BUILDING WITH THE BUILDING z "
/0 do GRINDER PUMP STATION PLUMBING CONTRACTOR AND THE BUILDING PLANS. NOTIFY ENGINEER �M
FM �, ° °\ OHEt/
/ FM H ° °pal li o WITH 24 HR CAPACITY, MIN. OF ANY DISCREPANCIES.
fM' 10' S\DEPON —! c^ (DESIGN BY OTHERS)
CLEAN-OUT, TYP. 10. ALL NEW UTILITY LINES (POWER, CABLE, ETC.) MUST BE
ONE °;_ ° e °s � \ I o ti 4' PVC SANITARY SEWER LINE UNDERGROUND. o L
/ \ \ AT 2% MIN. CLEAN-OUTS r —
_FM /ONE RD 11. ALL FITTINGS FOR PVC WATER MAIN AND FIRE HYDRANT PIPING o
R FpRCEMAIN=FM ° °
ONE T (P —_ 4, \ EVERY 50' MAX 2 co
NE i �STREE PE — \ s / ° \ /
/ EX 6" pVC MIE_FM HE�oHE 10 12' ND \\ —�\ °3 a1 FOG 1 i TO BE DI PUSH JOINT IPS PVC, CLASS 250 E
\ \ 00
IBF .75 BENT BASE OHE / • �1_- \° a I I ' \ o °�
124 9 a _ONE ON_ • • ! ° ° ° ° a °. 1 1 \ I o \ y C o�
0 S@ P1H iOHEi "A °
s� COORDINATOR:
HE�o� Blair Pittman
T ONEi ONE�PRD ° STORM MANHOLE I I y DRAW BY:
OHE/� 10 STREE / C a I \ 1" CONDUIT Narayan Nyaupane
HE_ ° PROPOSED STATION X I WALL MOUNTED CONTROL
C)i ± 12 I I \ PANEL FOR GRINDER PUMP CHK BY: BPP
E °HEM K Q� ,200 SF N
SE I \ I I
Tgp,C i O
35i0N ' FFE 291 .00 = I
�` 4" CONDUIT TO RELOCATED
V I > POWER POLE
O I I I
NSF
BENHAVEN EMERGENCY s •
SERVICES, INC s I I PROPOSED PROPANE TANK (BY OTHERS)
PIN# 9597-37-4281 °
\ PID# 039597 0014 01 •� ° I N \ CONCRETE PAD FOR GENERATOR w
DB 3832 PG 965
\ DB841 PG 632 13 °° I N o PC C SLIDE 191-D • _ _° 0I U
PB 2020 PG 248 ° I 1
\ °a ° s I CONCRETE PAD FOR �
1 ELECTRICAL TRANSFORMER
$" ND \E ° I ROLL OUT TRASH CANS
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29 Ld w 295
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NEW ENCLOSURE FOR
a °\ — o0 w x 0 NEW 8" WATTS 909
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0 \ ° 11 e 1 Q o 1 w o Z RPDA (OR EQUAL)
LL 1 1 ° — 1 0sLli
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1 \� ° ° ° On U\ W I 1 GROUND 0
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\ / \ ° ° — NC 27 W 29 — / w 290
LL
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R/W, co V OLL
10I I I � IR
\ \ / / 0.25" THICK 16"0 STEEL CASING ^'
PIPE WITH BORE & JACK ° V
\ (2) 2" SCH 40 PVC CONDUITS O
EX. 6
1 \ FOR FUTURE USE (TYP. / / 1 II 1 NEW 8" GATE VALVE ' ^
�o V !
" PVC
FORCE M NEW 8"X8"X8" TEE AND 24" MI (ACTUAL POSITION
8" VALVE DEPTH FIELD N
C EARAN E VERIFY BEFORE
INSTALLATION) v
C ,
8" SDR21 PVC
285 EXISTING 8" WATER MAIN WATER LINE 285 3: z
(POSITION ASSUMED) NEW 2" DOMESTIC
n SUPPLY LINE
may° I -o c:)\ 1 0 ALL FITTINGS FOR PVC WATER 0 0 0 50 Q
MAIN AND FIRE HYDRANT PIPING o N
TO BE DI PUSH JOINT IPS/PVC, rn rn
� / CLASS 250 w w z 0/ / 1 �
ly0 / 03 0+00 1+00 r Q
STORMWATER CONTROL STRUCTURE i / \�ti WATER SERVICE PROFILE LO O
1 \ \ AND ACCESS EASEMENT FR / ' / I I 1 I „ , 0 2.5 5 10
SETBP� �
\ 25, VERTICAL SCALE: 1 :5 M M M
0 10 20 40 W W
\ w000S 5,, 04 0 I I HZ SCALE: 1 :20
pER\MEj%FFE' IBF BASE BENT 5.49
j /' � m 200AK I I —
24 X 36
yo I 20
1 1 �
26GUM REVISIONS 14 NOV 2022
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,w No. DATE DESCRIPTION REV. BY 22-0011
1 1
s7,,o3 HARNETT COUNTY
1�5.B4 CALL BEFORE YOU DIG! APPROVED FOR 10 12.29.2022 COMMENTS BC
1 UTILITY
1 \ i NORTH CAROLINA LAW REQUIRES NOTIFICATION OF ADD WATER LINE PROFILE NN
THE UNDERGROUND FACILITY OWNER NOT LESS Q 03.08.2023 PLAN
N/F THAN TWO(2)BUT NO MORE THAN TEN (10) PERMITTING CLEARANCE UPDATE
MICHAEL A CHADWICK WORKING DAYS PRIOR TO EXCAVATION OR Q 5.5.2023 NN
OF NAIL AT BASE PIN# 9597-36-7576 DEMOLITION
\ 1 IBF .75 NAIL 0.5BG w PID# 039597 0014 07 RTH CARO IN 4 8.31.2023 & UNDERDRAIN UPDATE NN
1 S,V_02'01 DB 842 PG 288
NOT FOR CONSTRUCTION SCM EASEMENT
5.62 DB841 PG 632 811 www.n c811 .o rg
1 1 PC C SLIDE 191-B 1 -800-632-4949 0 10 20 40 60 4 ■
1 North Carolina One-Call Center Inc.