20151256 Ver 1_C_0_0 COVER SHEET_20170119

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KNIGHTDALE, NORTH CAROLINA, WAKE COUNTY
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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 &/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, DSP 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 (PER
CORPUD DETAILS W-41 & S-49)
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 CITY OF RALEIGH 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
CITY OF RALEIGH 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 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT. THIS INCLUDES
ABANDONING TAP AT MAIN & REMOVAL OF SERVICE FROM ROW OR EASEMENT PER
CORPUD HANDBOOK PROCEDURE.
7. INSTALL 3/4" COPPER WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A
2'X2' WATERLINE EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANT'S
RESPONSIBILITY TO PROPERLY SIZE THE WATER SERVICE FOR EACH CONNECTION TO
PROVIDE ADEQUATE FLOW & PRESSURE.
8. INSTALL 6" PVC SEWER SERVICES ® 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT
ROW OR EASEMENT LINE & SPACED EVERY 75 LINEAR FEET MAXIMUM
9. BACKWATER VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING
DRAINS LOWER THAN 1.0' ABOVE THE NEXT UPSTREAM MANHOLE
10. 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.
11. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK
(INCLUDING MAIN EXTENSIONS & SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR
TO CONSTRUCTION
WATER & SEWER
1. CONTRACTOR SHALL VERIFY LOCATIONS, ELEVATIONS, AND SIZES OF EXISTING PUBLIC
UTILITIES PRIOR TO ANY EXCAVATIONS, GRADING, OR INSTALLATION OF UNDERGROUND
UTILITIES ON OR ADJACENT TO THE PROJECT.
2. ALL SANITARY SEWER AND WATER LOCATED OUTSIDE THE PROPOSED STREET
RIGHT-OF-WAY SHALL BE PROVIDED WITH STANDARD EASEMENT WIDTHS AS PER CITY OF
RALEIGH REQUIREMENTS AND SHALL DEDICATED TO THE CITY OF RALEIGH ON THE FINAL
PLAT.
3. NO SERVICES SHALL BE BENT OR INSTALLED IN SUCH A WAY THAT DOES NOT COMPLY
WITH CITY STANDARDS.
PUBLIC IMPROVEMENT QUANTITIES
K�
POOLE RD. (SR 10
1,000
OWNER
MARY LOU MURPHY &
SUSAN ELAINE MURPHY
2309 HODGE ROAD
KNIGHTDALE, NC 27545
0
f�
U.S. 64
-- �- SITE
VICINITY MAP
SCALE: 1'=1,000'
GRAPHIC SCALE
0 500 1,000 2,000
( IN FEET )
1 inch = 1000 ft.
DEVELOPER
SP RALEIGH-HODGE ROAD, LLC
800 E. 96 STREET
SUITE 175
INDIANAPOLIS, IN 46240
PHONE [phone]
FAX [phone]
TOTAL SITE ACREAGE:
OVERLAY DISTRICT:
EXISTING LAND USE:
PROPOSED LAND USE:
PROPOSED STREETS (LF):
WATERSHED:
78.8 ACRES
MI (MANUFACTURING & INDUSTRIAL)
SHOD (SPECIAL HIGHWAY OVERLAY DISTRICT)
SINGLE FAMILY
STORAGE AND WHOLESALING AND DISTRIBUTION
1,145 LF
LOWER NEUSE RIVER
�0
4.000
No
ENGINEER
ADVANCED CIVIL DESIGN, INC.
51 KILMAYNE DRIVE, SUITE 105
CARY, NC 27511
PHONE [phone]
FAX [phone]
ATTENTION CONTRAMRS
The Construction Contractor responsible for the extension of water and
sewer, and/or reuse, as approved in these plans, is responsible for
contacting the Public Utilities Department at 919 996-4540 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.
INDEX OF DRAWINGS
COVER SHEET C. 0.0
GENERAL NOTES C. 0.1 LU
1
0
OVERALL EXISTING CONDITIONS PLAN C.1.0
a
SANITARY TRIBUTARY MAP C.2.0�
z
SPECTRUM DRIVE PLAN & PROFILE C.3.0 J
a_
SANITARY SEWER PLAN & PROFILE C.4.0 - C.4.1
FORCE MAIN PLAN & PROFILE C.4.2 - C.4.3
PUMP STATION LAYOUT C. 4.4
PUMP STATION DETAILS C. 4.5
ELECTRICAL SYMBOLS + SPEC E-1 -�
Q
ELECTRICAL SITE + PLAN E-2 ~
4.1 �
C:
ELECTRICAL SCHEDULES + DETAILS E-3 0 C�
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ELECTRICAL DETAILS E-4 _ -�
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GRADING & DRAINAGE PLAN C.5.0 1 Z Q
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SIGNAGE & MARKING PLAN C.6.0 W
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LANDSCAPE PLAN C.7.0 v W W W =
z CLQ C.7
LIGHTING PLAN C. 8.0Q = 0
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0
EROSION CONTROL PLAN C.9.0 =
� = W
WET POND PLAN C.10.0 Y < C� >
UJ - O
STORM PROFILES C.1 1.0 0 Q J
V
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INTERSECTION DETAILS 0.12.0 LL -
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DETAILS C.13.0 - C.13.3 0
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PUBLIC
Sewer Collection/Extension Svstem
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 Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit
Construction Approval �'° r' r - x'Date
%`
.3 dt •�
a`
PUBLIC
Water Distribution /Extension Svstem
The City of Raleigh consents to the connection and extension
of the City's public water 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.
C% of Raleigh
Pu Utilities Department Permit
Construction Approval
Date
ZCP-1 5-15
Town Approved Standards Shall Control. In the event of a conflict
or inconsistency between these construction drawings and the Town of
Knightdale's Approved Standards for this project, the Approved
Standards shall control. Town of Knightdale Approved Standards shall
mean all development documents necessary for approval for the
Property including, but not limited to, any special use permit,
subdivision plan, site plan, subdivision plat(s), phasing schedule,
Development Agreement, Utility Allocation Agreement, Annexation
Agreement, the Town of Knightdale Standard Specification and Details
Manual and applicable provisions of the North Carolina State Building
Code.
Professional Design Engineer Certification. These improvements shall
be constructed in accordance with the following drawings and with
the Standard gSecifications of the Town of Knightdale.
I, ,_ ►� +1 •'-t �- PE, certify that the Standard
Specifications of the Town of Knightdale have been thoroughly
checked and found to be applicable to this project. All exceptions to
the applicable Town standards have been previously approved by the
Town of Knightdale and said exceptions are shown on Sheet(s)
_ _ of these drawings.
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Town Certification. This design has been reviewed by the Development
Services Engineer for the Town of Knightdale, and to the best of my
knowledge and beliefqjAp, it conforms to the requirements established in
the Standard Specifications of the Town of Knightdale.
By. - - Date:_M1 �" 7
Development Servic s Engineer
The plans approved by the Town of Knightdale and serve as
co t ction I ns for this project.
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RALEIGH
KNIGHTDALE
PHASE NUMBER(S)
N/A
1
NUMBER OF LOT(S)
N/A
0
NUMBER OF UNITS
N/A
0
LIVABLE BUILDINGS
N/A
0
OPEN SPACE
N/A
5.85
NUMBER OF OPEN SPACE LOTS
N/A
1
PUBLIC WATER 6" (LF)
83
N/A
PUBLIC WATER 8" (LF)
78
N/A
PUBLIC WATER 12" (LF)
1,214
N/A
PUBLIC GRAVITY SEWER 8" (LF)
1,522
N/A
PUBLIC FORCEMAIN SEWER 4" LF
2,431
N/A
PUBLIC STREET (LF)
N/A
1,145
PUBLIC SIDEWALK (LF)
N/A
910
K�
POOLE RD. (SR 10
1,000
OWNER
MARY LOU MURPHY &
SUSAN ELAINE MURPHY
2309 HODGE ROAD
KNIGHTDALE, NC 27545
0
f�
U.S. 64
-- �- SITE
VICINITY MAP
SCALE: 1'=1,000'
GRAPHIC SCALE
0 500 1,000 2,000
( IN FEET )
1 inch = 1000 ft.
DEVELOPER
SP RALEIGH-HODGE ROAD, LLC
800 E. 96 STREET
SUITE 175
INDIANAPOLIS, IN 46240
PHONE [phone]
FAX [phone]
TOTAL SITE ACREAGE:
OVERLAY DISTRICT:
EXISTING LAND USE:
PROPOSED LAND USE:
PROPOSED STREETS (LF):
WATERSHED:
78.8 ACRES
MI (MANUFACTURING & INDUSTRIAL)
SHOD (SPECIAL HIGHWAY OVERLAY DISTRICT)
SINGLE FAMILY
STORAGE AND WHOLESALING AND DISTRIBUTION
1,145 LF
LOWER NEUSE RIVER
�0
4.000
No
ENGINEER
ADVANCED CIVIL DESIGN, INC.
51 KILMAYNE DRIVE, SUITE 105
CARY, NC 27511
PHONE [phone]
FAX [phone]
ATTENTION CONTRAMRS
The Construction Contractor responsible for the extension of water and
sewer, and/or reuse, as approved in these plans, is responsible for
contacting the Public Utilities Department at 919 996-4540 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.
INDEX OF DRAWINGS
COVER SHEET C. 0.0
GENERAL NOTES C. 0.1 LU
1
0
OVERALL EXISTING CONDITIONS PLAN C.1.0
a
SANITARY TRIBUTARY MAP C.2.0�
z
SPECTRUM DRIVE PLAN & PROFILE C.3.0 J
a_
SANITARY SEWER PLAN & PROFILE C.4.0 - C.4.1
FORCE MAIN PLAN & PROFILE C.4.2 - C.4.3
PUMP STATION LAYOUT C. 4.4
PUMP STATION DETAILS C. 4.5
ELECTRICAL SYMBOLS + SPEC E-1 -�
Q
ELECTRICAL SITE + PLAN E-2 ~
4.1 �
C:
ELECTRICAL SCHEDULES + DETAILS E-3 0 C�
m J
ELECTRICAL DETAILS E-4 _ -�
0 iii
o ,
� 0
GRADING & DRAINAGE PLAN C.5.0 1 Z Q
4 o J O
SIGNAGE & MARKING PLAN C.6.0 W
d•
N o 0- W
LANDSCAPE PLAN C.7.0 v W W W =
z CLQ C.7
LIGHTING PLAN C. 8.0Q = 0
-°0 CD ~ u'
0
EROSION CONTROL PLAN C.9.0 =
� = W
WET POND PLAN C.10.0 Y < C� >
UJ - O
STORM PROFILES C.1 1.0 0 Q J
V
�� Q
INTERSECTION DETAILS 0.12.0 LL -
o
DETAILS C.13.0 - C.13.3 0
t-
N ..J
m
M
a.
PUBLIC
Sewer Collection/Extension Svstem
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 Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit
Construction Approval �'° r' r - x'Date
%`
.3 dt •�
a`
PUBLIC
Water Distribution /Extension Svstem
The City of Raleigh consents to the connection and extension
of the City's public water 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.
C% of Raleigh
Pu Utilities Department Permit
Construction Approval
Date
ZCP-1 5-15
Town Approved Standards Shall Control. In the event of a conflict
or inconsistency between these construction drawings and the Town of
Knightdale's Approved Standards for this project, the Approved
Standards shall control. Town of Knightdale Approved Standards shall
mean all development documents necessary for approval for the
Property including, but not limited to, any special use permit,
subdivision plan, site plan, subdivision plat(s), phasing schedule,
Development Agreement, Utility Allocation Agreement, Annexation
Agreement, the Town of Knightdale Standard Specification and Details
Manual and applicable provisions of the North Carolina State Building
Code.
Professional Design Engineer Certification. These improvements shall
be constructed in accordance with the following drawings and with
the Standard gSecifications of the Town of Knightdale.
I, ,_ ►� +1 •'-t �- PE, certify that the Standard
Specifications of the Town of Knightdale have been thoroughly
checked and found to be applicable to this project. All exceptions to
the applicable Town standards have been previously approved by the
Town of Knightdale and said exceptions are shown on Sheet(s)
_ _ of these drawings.
.�vvmwa 6
Seal ,t,�► �, By, - M, PE
0.'.�$/ ••�'�''ri Date:'�---
.'9
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ago 02924
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Town Certification. This design has been reviewed by the Development
Services Engineer for the Town of Knightdale, and to the best of my
knowledge and beliefqjAp, it conforms to the requirements established in
the Standard Specifications of the Town of Knightdale.
By. - - Date:_M1 �" 7
Development Servic s Engineer
The plans approved by the Town of Knightdale and serve as
co t ction I ns for this project.
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Date: 11 /15/2016
Scale: 1" = 1,000'
Drawn By: Checked By:
JRR I CMR
Project Number:
15-0002-713
Drawing Number:
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Date: 11 /15/2016
Scale: 1" = 1,000'
Drawn By: Checked By:
JRR I CMR
Project Number:
15-0002-713
Drawing Number:
coomo