- 8/12/2022 12:56 AM

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N/F BETTY AYSCUE
DB:006374, PG 571
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EXISTING WETLAND
(TO BE VERIFIED
BY USACE)
�20' EXISTING SANITARY SEWER
EASEMENT BM 2005 PG 750
TIE INTO EXISTING
SEWER MANHOLE
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PROPOSED 30' SANITARY
SEWER EASEMENT
ND IMPACT:
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30' EXISTING
SANITARY SEWER
EASEMENT
BM 2020 PG 346
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SEWER
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EXISTING RAILROAD R/W
SCALE: 1" = 50'
CITY OF RALEIGH STANDARD UTILITY NOTES
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF
RALEIGH DESIGN STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK,
CURRENT EDITION).
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 AND/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 AND 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
AND STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY
SEWER.
e) MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN AND RCP STORM DRAIN
CROSSINGS; MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER AND
RCP STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED,
SPECIFY DIP MATERIALS AND A CONCRETE CRADLE HAVING 6" MIN. CLEARANCE (PER
CORPUD DETAILS W-41 & S-49). SEE CORPUD DETAILS ON SHEET 6 & 7/C-804.
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 AND/OR PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO
CONSTRUCTION.
W
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PUBLIC 8" DIP W
SANITARY SEWER W W W W /
/'6' * W W /v
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EXISTING WETLAN- D
(TO BE VERIFIED
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PROPOSED 30' SANITARY
SEWER EASEMENT
PROPOSED WETLAND IMPACT:
1,041 SQUARE FEET
2" DOMESTIC SERVICE LINE -i
TERMINATE WITH 2" CAP
AND BALL VALVE
30' EXIST
SANITARY
EASEMENT
BM 2020
EXISTING RAILROAD RIGHT OF WAY
1
1
1
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PRIVATE 6" PVC PRIVATE
SANITARY SEWER FIRE LINE:
•4" SEWER
.•.•.•
SERVICE •••• • WV • • • • .. .'. _.^
4y. Q1 - • • W
EXISTING CONCRETE PAD
TO REMAIN IN PLACE
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING
RESIDENCES AND BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY
SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE
CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT.
5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS AND SEWER FORCEMAINS. 4.0'
MINIMUM COVER IS REQUIRED ON ALL REUSE MAINS.
6. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER AND
SEWER SERVICES NOT BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE
DIRECTED BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT. THIS INCLUDES
ABANDONING TAP AT MAIN AND REMOVAL OF SERVICE FROM ROW OR EASEMENT PER
CORPUD HANDBOOK PROCEDURE.
7. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI;
BACKWATER VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING
DRAINS LOWER THAN 1.0' ABOVE THE NEXT UPSTREAM MANHOLE.
8. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM
NCDWQ, USACE &/OR FEMA FOR ANY RIPARIAN BUFFER, WETLAND &/OR FLOODPLAIN
IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION.
9. GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATION
SPECIFICATIONS SHALL BE APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR
TO ISSUANCE OF A BUILDING PERMIT. CONTACT TIM BEASLEY AT [phone] OR
[e-mail] FOR MORE INFORMATION
10. CROSS —CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF
HEALTH HAZARD INVOLVED AS LISTED IN APPENDIX—B OF THE RULES GOVERNING PUBLIC
WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS.
THE DEVICES SHALL MEET AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE)
STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL LIST. THE
DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL AND PERIODIC TESTING
THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS OR THE
LOCAL CROSS —CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT. CONTACT
JOANIE HELVEY AT [phone] OR JOANIE.HARTLEY®RALEIGHNC.GOV FOR MORE
INFORMATION.
XISTING MONOPOLE
TOWER TO REMAIN
ELEV: 319.6'
HEIGHT: 174.9'
EXISTING BUILDING
TO REMAIN
4" SEWER
SERVICE
4" SEWER
SERVICE
600
I
EXISTING
TRANSFORMER'
x
—
i" DOMESTIC
SERVICE LINE I
w ....i.•
....:.4
i" DOMESTIC
SERVICE LINE
2" DOMESTIC
SERVICE LINE
6" RPDA BACKFLOW
PREVENTER IN ABOVE
GROUND HOTBOX.
WATTS 957RPDA OR
APPROVED EQUAL
PRIVATE 6" DIP
FIRE LINE
2" DOMESTIC
SERVICE LINE
EXISTING OVERHEAD
ELECTRIC TO REMAIN
' EXISTING OVERHEAD
ELECTRIC TO REMAIN
PRIVATE 6" DIP
FIRE LINE
2" RPZ BACKFLOW
PREVENTER IN ABOVE
GROUND HOTBOX.
WATTS 2 LF909M 1—QT
OR APPROVED EQUAL
6" RPDA BACKFLOW
PREVENTER IN ABOVE
GROUND HOTBOX.
WATTS 957RPDA OR
APPROVED EQUAL
6
PUBLIC 6" DIP
WATER LINE
00 '
i
O
WV 2" DOMESTIC
WATER METER
CITY OF RALEIGH
WATERLINE EASEMENT
(5' ALL SIDES OF METER)
SCALE: 1" = 20'
N/F WILLIAM FOGLEMAN
DB:008415, PG 02623
BM 1996, PG 396
PUBLIC 6" DIP
WATER LINE
2" DOMESTIC
WATER METER
CITY OF RALEIGH
WATERLINE
EASEMENT
2" RPZ BACKFLOW
PREVENTER IN ABOVE
GROUND HOTBOX.
WATTS 2 LF909M 1—QT
OR APPROVED EQUAL
GENERAL NOTES
EXISTING 6"
WATERLINE
EXISTING FH
EXISTING BLOW
OFF ASSEMBLY
REMOVE EXISTING BLOW OFF
ASSEMBLY AND EXTEND
PROPOSED 6" DIP WATERLINE
1. CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION OF ALL EXISTING
UTILITIES PRIOR TO CONSTRUCTION.
2. UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH
STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE NOTED.
3. CONTRACTOR IS RESPONSIBLE FOR CONTACTING AND COORDINATING WITH
ALL UTILITY SERVICE PROVIDERS THAT HAVE UTILITIES ON OR IMMEDIATELY
ADJACENT TO THE SITE AND WORK AREA.
4. STORM DRAINAGE INSTALLATION SHALL BE IN ACCORDANCE WITH WAKE
FOREST STANDARDS AND SPECIFICATIONS.
5. ALL UTILITIES MUST BE INSTALLED PRIOR TO INSTALLATION OF FINAL
PAVEMENT SURFACE ON LIGON MILL.
6. ALL WATER AND SEWER BEHIND THE METER OR RIGHT OF WAY TO BE
PERMITTED AND INSPECTED BY TOWN OF WENDELL INSPECTIONS.
7. THE SITE SHALL BE CONSTRUCTED IN TWO PHASES. PHASE 1 WILL INCLUDE
CONSTRUCTION OF PARKING, ASPHALT, DRIVE AISLES, AND SIDEWALK
ASSOCIATED WITH 600 AND 601 COOK STREET AS SHOWN ON THE
APPROVED DRAWINGS. PHASE 1 WILL ALSO INCLUDE CONSTRUCTION OF ALL
PUBLIC SEWER, PRIVATE SEWER, PUBLIC WATER, PRIVATE WATER, DOMESTIC
METERS, BACKFLOW PREVENTERS, SEWER LATERAL CONNECTIONS, WATER
SERVICES, FIRE HYDRANTS, STORM DRAINAGE CONVEYANCE AND SCM AS
SHOWN ON THE APPROVED DRAWINGS. PHASE TWO WILL INCLUDE THE
REMAINING PARKING, ASPHALT, DRIVE AISLES, AND SIDEWALK ASSOCIATED
WITH 603 AND 606 COOK STREET.
8. SEWER FROM THE EXISTING OFFSITE MANHOLE TO MANHOLE 2 (MH-2) WILL
BE 8" PUBLIC SEWER. SEWER FROM MANHOLE 2 (MH-2) TO CLEANOUT 11
(C0-11) WILL BE 6" PRIVATE SEWER. ALL OTHER CLEANOUTS AND SEWER
LATERALS SHOWN ARE BUILDING SERVICES.
9. ALL LOTS TO BE RECOMBINED AT FINAL PLATTING.
RALEIGH CIVIL DESIGN
CONSULTING ENGINEERS +
LAND SURVEYORS
NC License P-1934
1129 Groveview Wynd
Wendell, NC 27591
252.908.5722
[e-mail]
Seals
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W SEAL p
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Project
WENDELL
BUSINESS PARK
Cook Street
Wendell, NC 27591
Client
CREEDMOOR BUSINESS PARK, LLC
621 WOODS WAY
WAKE FOREST, NC 27587
[phone]
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH TOWN OF WENDELL, CITY OF RALEIGH
AND NCDOT STANDARDS AND SPECIFICATIONS
NO WETLANDS EXIST ON -SITE
NO FLOODPLAINS EXIST ON -SITE
50'
w
ss
LEGEND
EX. SANITARY SEWER MANHOLE
x1 EX. WATER VALVE
PROPOSED FIRE HYDRANT (FH)
N PROPOSED WATER VALVE (WV)
• PROPOSED WATER METER (WM)
• PROPOSED MANHOLE (MH)
• PROPOSED CLEANOUT (CO)
• PROPOSED WATER LINE
PROPOSED SANITARY SEWER
EXISTING GAS LINE
PROPOSED NYLOPLAST INLET
PROPOSED FLARED END SECTION
PROPOSED STORM PIPE
GAS -
ss
25'
0
EXISTING WETLAND
LIMITS OF DISTURBANCE
50'
100'
1 "=50'
Drawing Title
UTILITY PLAN
Revisions
Date
Description
By
RCD #: 22-001
Drawn By: LEH
Checked By: LEH
Date Issued: 3/13/22
CE-5.0
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GENERAL NOTES
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7
30' EXISTING SANITARY SEWER
W W
EASEMENT BM 2020 PG 346
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PROPOSED 30' SANITARY �,/ j : SEWERS _ - ,-;,319 -__ \ /'�' _ - - - - - t L_ - - - - ---
SEWER EASEMENT ' / ,' / - ' /- / / / 321- - '�- -_2�_ -- - I.-1,5-7-_ 318 � \\ \\ �/ - --=�-- _ ---------=_= ''/ 315 - -____�___ ______________--- PROPOSED WETLAND IMPACT: - = - _/�/ �, -- - - _------====- ____________ --===_-- --- -- - - - _
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i
Private
Sewer Collection / Extension System
The City of Raleigh consents to the connection to it's to its public sewer
system and extension of the private sewer collection system as shown
on this plan. The material and construction methods used for this
project shall conform to the standards and specifications of the City's
Public Utilities Handbook.
Public Utilities Department Permit #
Authorization to Construct
Date
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Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Utilities Handbook
CO:1)t9fdREielglgh
Public Utilities Department Permit #
Authorization to Construct
Date
PRIVATE 6" PVC SANITARY
SEWER
/ /
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' 7 1
2" DOMESTIC SERVICE LINE
TERMINATE WITH 2" CAP I
AND BALL VALVE
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2" DOMESTIC
SERVICE LINE
606
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contacting the Public Utilities Department at [phone] at least
twenty four hours prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result
of this notification failure.
Failure to call for Inspection, Install a Downstream Plug, have
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Exclusion from
future work in the City of Raleigh.
000
PRIVATE 6" PVC
SANITARY SEWER
3 C
320
PR VATE 6'` DIP
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/F�__.. :
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4" SEWER Z.
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SANITARY SEWER : J
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EXISTING
1. CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION OF ALL
EXISTING UTILITIES PRIOR TO CONSTRUCTION.
/
2. UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF
RALEIGH STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE
NOTED.
3. STORM DRAINAGE INSTALLATION SHALL BE IN ACCORDANCE WITH
NCDOT STANDARDS AND SPECIFICATIONS.
4" SEWER
SERVICE
600
CA
i" DOMESTIC
SERVICE LINE
i" DOMESTIC •
SERVICE LINE
-------------
601
4" SEWER
SERVICE
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INSIDE DROP
SEE DETAIL S-53
-CENTERLINE
-
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-
-
-
-
-
ELEVATIONS
RALEIGH CIVIL DESIGN
CONSULTING ENGINEERS +
LAND SURVEYORS
NC License P-1934
1129 Groveview Wynd
Wendell, NC 27591
252.908.5722
[e-mail]
Seals
FS �_
SEAL 1 \
Z P-1934r-
o
MTh CAR��• �````
/////illl'1`
Project
WENDELL
BUSINESS PARK
Cook Street
Wendell, NC 27591
Client
CREEDMOOR BUSINESS PARK, LLC
621 WOODS WAY
WAKE FOREST, NC 27587
[phone]
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH TOWN OF WENDELL, CITY OF RALEIGH
AND NCDOT STANDARDS AND SPECIFICATIONS
NO WETLANDS EXIST ON -SITE
NO FLOODPLAINS EXIST ON -SITE
50'
25'
0
50'
100'
1 "=50'
Drawing Title
SEWER EXTENSION
PLAN & PROFILE
Revisions
Date
Description
By
RCD #: 22-001
0 + 00.00
1 + 00.00
2 + 00.00
3 + 00.00
4 + 00.00
5 + 00.00
6 + 00.00
7 + 00.00
8 + 00.00
9+00.00
10+00.00
11 + 00.00
12 + 00.00
13 + 00.00
Drawn By: LEH
Checked By: LEH
Date Issued: 3/13/22
CE-5.1
i