81-06 Oversized Plans

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JAMES
D.B. 2140, P. 237
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LYONS
D.B. 2065, P. 228
USE: NONE
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SURF CITY MOBILE ZONED MU
HOME PARK, LLC
D.B. 2065, P. 228
USE: NONE
ZONE: R5
Sanitary Sewer Profile
SCALE: 1 = 40 HORIZ / 1 "=4' VERT
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SAN SEWER (SIZe as noted)
SAN SEWER MANHOLE (Inv. noted)
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WATER MAIN (size on noted)
WATER VALVE
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ST. DRAIN (size as noted)
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STORM DRAIN INLET
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SURVEY CONTROL POINT
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D.B. 1885, P. 114
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INV OU�3�;8 SPECIAL NOTE:
DISTURBED AREA ASSOCIATED WITH THIS PROJECT
I 0.60 ACRES. CONTRACTOR SHALL USE EXTREIAE
CARE TO LIMIT ALL WORK TO AREA WITHIN DESIGNATED
DISTURBANCE LIMITS.
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WATER ^l'it6'N NET E�,
1 LOCATION OF EXITING WATERMAINS SHALL BE VERIFIED AT THE TIME OF CONSTRUCTION. LOCATION
INFORMATION PRO VIED BY ASBUILTS PROVIDED BY TOWN OF SURF CITY,
2 CONTRACTOR SHAM BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES
(CABLE AND PIPELINE) ALONG THE PROPOSED WATERMAIN ROUTE, INCLUDING WATER SERVICES,
3 PROPOSED WATERMAINS TO BE INSTALLED WITH 36 INCHES MINIMUM COVER,
4 CONTRACTOR TO ,INSTALL WATERMAINS AT EXTRA DEPTH WHERE CONFLICTS EXIST WITH STORM DRAINAGE
OR OTHER UTILITIES <STORM SEWERS - 12' SEPARATION, SANITARY SEVERS - 18' SEPARATION, ALL
OTHERS - 12' SE%ARATION),
3 WATER SUPPLY h: BY TOWN OF SURF CITY,
6 ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM WITH TOWN OF SURF CITY
SPECIFICATIONS AND REQUIREMENTS,
7 ALL WATERMAIN FTPE MATERIAL SHALL CONFORM TO ASTM STANDARD D-2241, PVC 1120, SDR 21, 200 PSI
PRESSURE RATING, VITH INTEGRAL BELL AND SPIGOT END, PIPE SHALL BEAR THE SEAL OF THE
NATIONAL SANITATION FOUNDATION (NSF) FOR POTABLE WATER PIPE,
81 WATERLINE SHALL- BE TESTED AND DISINFECTED IN ACCORDANCE WITH TOWN
REQUIREMENTS PRIOR TO BEING PLACED IN SERVICE.
9 ALL WATERMAINS AND EASEMENTS TO BE DEEDED TO SURF CITY UPON COMPLETION, IT IS THE
INTENT OF THIS 1ESIGN THAT ACTUAL EASEMENT LOCATION BE CENTERED ON THE 'AS -BUILT'
LOCATION OF THE WATERMAIN,
10 CONTRACTOR SHALL MAINTAIN 10' MIN, SEPARATION BETWEEN WATERMAIN AND EXISTING SEPTIC SYSTEM
NITRIFICATION L[IiES, IF ANY.
11 LOT LINES SHOWN �ERECN ARE PRELIMINARY AND ARE SUBJECT TO CHANGE,
12 WATER SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH TOWN OF SURF CITY REQUIREMENTS.
Special Notes:
1) Manholes shall be conventional "Cone" type where depth allows.
Where depth precludes use of "Cone" type manholes, traffi-- bearing
FlatTop Manholes or "Shallow Manholes" as manufactured by
Carolina Precast Inc. may be used.
2) Rood base shall be filled to subgrade elevation prior to
installation of utilities.
3) All water and sewer utilities shall be installed in occorrl,nce with
Town of Surf City specifications and requirements and siicii be
installed to the satisfaction of the Town„
C� U'JOH
UNDERGROUND UTILITIES MAY EXIST IN THE VICINITY OF THIS
PROJECT. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE
cJ APPROXIMATE AND OTHER UTIUTIES MAY ALSO EXIST IN THE
VICINITY OF THIS PROJECT WHICH ARE NOT SHOWN ON THESE
PLANS.
PRIOR TO EXCAVATION, THE CONTRACTOR SHALL PROVIDE PROP:R
NOTICE TO ALL UTIUTY COMPANIES IN COMPLIANCE wTH THE
"UNDERGROUND DAMAGE PREVENTION ACT OF 1985'.
THE CONTRACTOR IS RESPONSIBLE FOR YERFVW3 THE LOCATIa+
AND DEPTH OF ALL UTILITIES ANO REPORTING ANY OEVIATION 77
PLANS OR POTENTIAL CONFLICTS IzT THE ENGINEER PRIOR TO
CONSTRUCTION.
THE CONTRACTOR SHALL BE L1ABi r FOIR ALL LEGAL ACTIONS
RESULTING FROM CONSTRUCTION iN THE VICINITY OF NIS °ROB: 7,
AND BY ACCEPTING THESE PLANS. AGREES TO HOLD IARVLESa
THE ENGINEER ANO OWNER FROM UIAMS OR DAMAGES RESULTING
FROM THIS WORK.
Y ATER n A D- ',z
6" WATERMAIN - 485 LF
FIRE HYDRANT - 1 EA
BLOW -OFF ASSY. - 2 EA
SERVICES - 12 EA
.EWER C`UANT1Ti z.
8" SAN, SEWER - 404.48 LF
MANHOLES - 5 EA
SERVICES - 12 EA
JA N 1 8 2006
7BOUNDARY/TOPO SURVEY AND BASEMAP PROVIDED BY:
CHAR ES F. RIGGS & ASSOCIATES, INC.
202 1rARi:CK 3'1'RM, .AC"ONV11-TZ, N.C. 28541-1570
GRAPHIC SCALE
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per NCDOT
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SCALE:
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DA T E:
4/8/2005
RROjECT:
05-016
DRAWN BY: JC/DKN
SH E-1T
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