SW6240102_Plansheet - Other_20240507

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�,�oo sIGF� civil engineering I land surveying
409 Chicago Drive,Suite 112,Fayetteville,NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
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� � N50°46'29"E 21.20' �^ i � y REVISIONS
NOT TO SCALE
�� / N50°50'34E 29.96' '
N50°43'15"E 128.86' I I
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LEGEND: I > I 240
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OO ECM-EXISTING CONCRETE MONUMENT /- J f \ I — 24� o o EPK
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E R 0 EPK-EXISTING PK NAIL v/ J I'
.52'
EIR-EXISTING IRON ROD �/ ` S
1 � / S49°09'i23"W 50
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1 R/W - RIGHT OF WAY I �40 ct
N/F - NOW OR FORMERLY I F ` J
DI-2 PROPERTY LINE PROJECT NAME
L \J a 041
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-OPL- - - OLD PROPERTY LINE - o
ADJACENT PROPERTY LINE
RIGHT-OF-WAY / ✓ - ( /
N49•09'23"E 103.82' N 78 LF OF CL IV RAEFORD
- SETBACK LINE 15" RCP
ss SANITARY SEWER LINE �� S I TF S ` E /
X FENCE LINE OG ( 238 20
0 4--. -- - INV: 240.75' /� VASS ROAD
270 MAJOR CONTOUR IOS ` I
` ( _ - i \
278 MINOR CONTOUR 0 / _ I In
PP0 LIGHT POLE 1 INV: 238.50' G I o
_ _ o � � I DOLLAR
• UTILITY POLE _ I\\
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C SANITARY SEWER MANHOLE ^�� ` � I _ c e = - C m ( I/
W \ GENERAL
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4 Q OPL OPL —OPL-- — O OPL— — —OPL— — —OPL— — —OPL— — —0 L —OPL— — —OPL— — Q V
UTILITY NOTES
1. THE CONTRACTOR SHALL MAINTAIN A SET OF RED LINE AS-BUILTS i I J
DURING THE CONSTRUCTION OF THE WATER LINE. ALL DEVIATIONS FROMLn
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THE PLAN SHALL BE NOTED ON THE AS-BUILT DRAWINGS. ALL VALVES / r o ( YI-4 N Z I
AND CHANGE IN DIRECTION OF THE WATER LINE SHALL BE LOCATED WITH / I W /-'I
�! , GRATE: 242.32'
A MINIMUM OF TWO DISTANCES FROM A KNOWN OBJECT. THE \ 246.35 LF OF 10"�� N I INV: 240.30' fn 0 UTILITY PLAN
CONTRACTOR WILL PROVIDE THE AS-BUILT DRAWINGS TO THE OWNER TO / I o 41 n
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BE USED FOR THE WATER LINE CERTIFICATION AT THE COMPLETION OF �HDPE @ 1% MIN PROPOSED BUILDING� o(A �
THE PROJECT. -c /V P (76'xl40') at o
2. ANY WATER ENTERING THE SANITARY SEWER SYSTEM TO BE ) 10,640 SF /
CONSTRUCTED UNDER THE APPROVED PLANS SHALL NOT BE DISCHARGED / �j N FEE 243.08 N m
TO THE EXISTING SEWER SYSTEM. PLUGS SHALL BE INSTALLED IN \ ` YI-5 o I I ( tD Im
EXISTING MANHOLES AS NECESSARY TO PERMIT PUMPING THE NEW 2 GRATE: 242.32' ( J J X
SYSTEM CLEAR OF WATER AND DEBRIS PRIOR TO ACCEPTANCE BY THE \ 1 R, *
INV: 239.80 �
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CITY. CARE SHALL BE EXERCISED IN LOCATING PLUGS TO AVOID i
INTERRUPTING SERVICE TO EXISTING CONNECTIONS. MECHANICAL PLUGS SDR 26 PVC
OR MORTAR AND BRICK MUST BE USED. INFLATABLE DEVICES ARE NOT ti I SEWER LATERAL
ALLOWED o
3. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY TIES ARE `7 I 107.5 LF OF 6"
APPROXIMATE UNLESS OTHERWISE NOTED. S HDPE 0 1% MIN I C I
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY � TOP: 246.58' £
COMPANIES AFFECTED BY THE PROPOSED WORK. YI-6 I INV: 242.50' J CLIENT
5. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO GRATE: 241.90' O OPL— _�° 0P — OPL— — —OPL— —
COMPLETE THE PROPOSED WORK, AND SHALL COMPLY WITH ALL LOCAL, INV: 239.80' 0
STATE, AND FEDERAL REGULATIONS �'-
6. PIPE SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS POINTING N49°15'35"E 19.95' - -_ g DI-1
DOWNSTREAM. ALL PIPES SHALL BE PLACED TRUE TO LINE AND GRADE " RPZ 1" IM RHETSON
2-1
WITH ENDS ABUTTING, CAREFULLY CENTERED, AND WITH A SMOOTH INV: 240.00' _- Sp 91.5 LF OF 6' tii�tii y
INVERT AT THE JOINT. •\ I- HDPE ® 1% MINI �� /� 2g3 COMPANIES INC.
7. LATERAL SEPARATION OF SEWERS AND WATER MAINS: WATER MAINS o c��y ?6)'
SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR C0 L
PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT I •/ r- r �sr0
A 10-FOOT LATERAL SEPARATION--IN WHICH CASE: / GRINDER FM FM �a`o !� 66-
7.1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE I p PUMP FM SCH 40 PVC FORCE MAIN
ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 TOP: 242.39' 206.8 'LF OF 2' N
INCHES ABOVE THE TOP OF THE SEWER; OR 7- 125.7 LF OF 1" PE /�a rx5 /
7.2. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH o I WATER SERVICE / V) �
THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF
UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF cc / K' CA 0 2075 Juniper Lake Road
THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE /�
SEWER. West End, North Carolina 27376
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8. CROSSING A WATER MAIN OVER A SEWER: WHENEVER IT IS NECESSARY �/ I / J Phone: [phone]
FOR A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN OD I ® ® 1" RPZ 0+
SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE 1" RPZ INSTALLIM ADJACENT 1 rn
WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, CO 1�� Y I �/ TO EX WM ON SAME TAP W
UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN 18 INCH VERTICAL I ��
SEPARATION--IN WHICH CASE BOTH THE WATER MAIN AND SEWER Z �/ 245 I UTILIZE THE EXISTING
SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS / �_ WM. ADJUST GRADE AS D� � PROJECT INFORMATION
a THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF �g
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10 FEET ON EACH SIDE OF THE POINT OF CROSSING. 946 5�
9. CROSSING A WATER MAIN UNDER A SEWER: WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN N55°11'24"E 64.83' TIE S53°21'24"W 89.50' DESIGNED BY: SCOTT
AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND
WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE DRAWN BY: SCOTT
OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF N CHECKED BY: CHRIS
WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING.
10. ALL MAINS, LATERALS AND APPURTENANCES SHALL BE TESTED IN , �\ N40°48'07"W 30.65' I -` PROJECT NUMBER: 2019
3 ACCORDANCE WITH CITY OF RAEFORD AND NCDEQ TECHNICAL
SPECIFICATIONS.
3 11. ALL MATERIALS SHALL BE APPROVED BY CITY OF RAEFORD BEFORE
INSTALLATION.
0 12 EXISTING UTILITIES REQUIRE DEMOLITION.OT FOUND IN THE FIELD DURING SURVEY MAY / L DRAWING SCALE
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• — // / _ S / DATE RELEASED
s GRAPHIC SCALE
a30 o s 30 60 20 MAY 6, 2024
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Know what's below. N
( IN FEET ) SHEET NUMBER
C111 before you dig. inch - 30 ft.
—40
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THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1 -800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED '