HomeMy WebLinkAboutSW5210702_Plansheet - Misc. Detail_20210708 (10)\007
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20' BUILDING SETBACK
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RETAIL WAY
(50' PUBLIC R/W)
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LOD LOD LOD LOD LOD LOD LOD LOD II
8' D/P WATER #AIN
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J72.53 LF OF 8" PVC SAN. MAIN
UTILITY LEGEND
(NOT TO SCALE)
EX/ST/NGNOTE TYPICAL NOTE TEXT PROPOSED NOTE
SAN
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SANITARY
LABEL
SAN
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STORM
LABEL
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SANITARY SEWER
LATERAL
SL
UNDERGROUND
WATER LINE
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UNDERGROUND
ELECTRIC LINE
E
UNDERGROUND
GAS LINE
OVERHEAD
WIRE
T
UNDERGROUND
TELEPHONE LINE
T
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UNDERGROUND
CABLE LINE
G,
STORM
SEWER
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SANITARY
SEWER MAIN
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HYDRANT
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SANITARY
MANHOLE
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STORM
MANHOLE
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WATER
METER
WATER
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ELEC. TRANSFORMER
ON CONC. PAD
TEST PIT
GENERAL UTILITY NOTES.
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH TOWN OF
LOUISBURG DESIGN STANDARDS, DETAILS & SPECIFICATIONS.
2. UTILITY SEPARATION REQUIREMENTS:
A. A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE
OR PUBLIC WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A
SOURCE OF DRINKING WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE
ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL BE SPECIFIED & INSTALLED TO
WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE
LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL.
B. WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL SEPARATION
BETWEEN UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE
TO EXISTING CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN IN A
SEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18" ABOVE
THE TOP OF THE SEWER & MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR.
ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER.
C. WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY
SEWER PASSES OVER A WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT
EXTENDED 10' ON EACH SIDE OF CROSSING MUST BE SPECIFIED & INSTALLED TO
WATERLINE SPECIFICATIONS.
D. 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER
& STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY
SEWER.
E. MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN
CROSSINGS; MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP
STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED,
SPECIFY DIP MATERIALS & A CONCRETE CRADLE HAVING 6" MIN. CLEARANCE.
F. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH
18" MIN. VERTICAL SEPARATION REQUIRED.
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED
PLAN &/OR PROFILE BY THE TOWN OF LOUISBURG PUBLIC UTILITIES DEPARTMENT PRIOR
TO CONSTRUCTION.
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING
RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY
SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE
TOWN OF LOUISBURG PUBLIC UTILITIES DEPARTMENT.
5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS.
6. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER &
SEWER SERVICES NOT BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE
DIRECTED BY THE TOWN OF LOUISBURG PUBLIC UTILITIES DEPARTMENT.
7. INSTALL 4" SDR21 PVC SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS
LOCATED AT ROW OR EASEMENT LINE & SPACED EVERY 100 LINEAR FEET MAXIMUM.
8. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM
NCDEQ, USACE &/OR FEMA FOR ANY RIPARIAN BUFFER, WETLAND &/OR FLOODPLAIN
IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION.
9. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK
(INCLUDING MAIN EXTENSIONS & SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR
TO CONSTRUCTION.
LEGEND NOTES.
1B PROVIDE ONE (1) 1" CONDUIT EXTENDING FROM MAIN ELECTRICAL PANEL TO MONUMENT
SIGN AS INDICATED. ELECTRICAL CONTRACTOR SHALL COORDINATE FINAL ROUTING OF
CONDUIT WITH ALL TRADES PRIOR TO INSTALLATION. ELECTRICAL CONTRACTOR SHALL
PROVIDE PULLSTRING. ELECTRICAL CONTRACTOR SHALL STUB -UP AND CAP CONDUIT AT
GRADE LEVEL FOR MONUMENT SIGN.
2B PROVIDE SERVICE FEEDERS (CONDUCTORS AND CONDUIT) EXTENDING FROM PROPOSED
POWER COMPANY TRANSFORMER LOCATION TO NEW ELECTRICAL PANEL. REFER TO MEP
PLANS FOR MORE INFORMATION.
3B PROVIDE ONE (1) 4" CONDUIT WITH PULLSTRINGS EXTENDING FROM MECHANICAL ROOM TO
UTILITY R/W FOR TELE/DATA CABLING/WIRES. ELECTRICAL CONTRACTOR SHALL STUB -UP
AND CAP CONDUIT 2' ABOVE GRADE WITHIN BUILDING AND ALONG UTILITY R/W.
ELECTRICAL SHALL COORDINATE FINAL ROUTING WITH ALL TRADES AND UTILITY COMPANY
PRIOR TO INSTALLATION.
4B GAS SERVICE WITH METER STUBBED WITH 5'-0" OF MECHANICAL ROOM. REFER TO MEP
PLAN FOR INFORMATION. CONTRACTOR SHALL COORDINATE WITH ALL TRADES AND
UTILITY COMPANY PRIOR TO INSTALLATION.
5B 1-1/4" DOMESTIC WATER SERVICE WITH METER STUBBED WIHTIN 5'-0" OF
STORAGE/JANITOR'S CLOSET. CONTRACTOR SHALL COORDINATE WITH ALL TRADES AND
UTILITY COMPANY PRIOR TO INSTALLATION.
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REVISIONS
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DRAWN BY
REV I DATE COMMENT
Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
IFOR REVIEW I
PURPOSES ONLY
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
DOCUMENT UNLESS INDICATED OTHERWISE.
PROJECT No.:
NCR211056
DRAWN BY:
SJK
CHECKED BY:
CEY
DATE:
7/2/2021
CAD I.D.:
UTIL-0
PROJECT:
SITE
IMPROVEMENT
PLANS
FOR
GFD MANAGEMENT INC.I
LOUISBURG ANNEX
LOUISBURG PLAZA
RETAIL WAY
FRANKLIN COUNTY
LOUISBURG, NC 27549
BOHLER#
BOHLER ENGINEERING NC, PLLC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: (919)578-9000
NC@BohlerEng.com
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SEAL -
485
NG
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SHEET TITLE:
UTILITY PLAN
SHEET NUMBER:
C-501
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ORG. DATE - 6/23/2021