NCC216307_Site Plan or Location Map_20211118

I CAJJ, NIAUN & RtrvrvtUY, INU. tAF'HtJJLY HtAtHVtJ I It) UUIVIIVIUN LAW UUYYNIUM I ANU U I r1r_N I-NUF'tH I Y MUM It) IN I r'ItJt I -LAND. I r'ItJt I-LANJ AHt NU I Ill br- HtF'HU
SYMBOLS AND ABBREVIATIONS
ABC
AGGREGATE BASE COURSE
ALUM
ALUMINUM
AST2
ALUMINIZED STEEL - TYPE 2
B-B
BACK TO BACK
BOA
BLOW -OFF ASSEMBLY
C&G
CURB AND GUTTER
CFS
CUBIC FEET PER SECOND
CI
CURB INLET
CL
CENTER LINE
CMP
CORRUGATED METAL PIPE
CO
CLEAN OUT
COM
COMMUNICATION
CONC
CONCRETE
DCV
DOUBLE CHECK VALVE
DDCV
DOUBLE DETECTOR CHECK VALVE
DI
DROP INLET
DIP
DUCTILE IRON PIPE
EASE
EASEMENT
ELEC
ELECTRIC
EX
EXISTING
FES
FLARED END SECTION
FH
FIRE HYDRANT
FM
FORCE MAIN
FT
FEET
FT/SEC
FEET PER SEC
GALV
GALVANIZED
GV
GATE VALVE
HDPE
HIGH DENSITY POLYETHYLENE
L
LENGTH
LF
LINEAR FEET
MH
MANHOLE
PAVE
PAVEMENT
PE
FINISHED PAD ELEVATION
PP
POWER POLE
PVC
POLYVINYL CHLORIDE
R
RADIUS
R/W
RIGHT-OF-WAY
RED
REDUCER
RCP
REINFORCED CONCRETE PIPE
RPZ
REDUCED PRESSURE ZONE
SS
SANITARY SEWER
STA
STATION
TDD
TEMPORARY DIVERSION DITCH
TELE
TELEPHONE
TSB
TEMPORARY SEDIMENT BASIN
UG
UNDERGROUND
WCR
WHEELCHAIR RAMP
W/L
WATER LINE
WM
WATER METER
YI
YARD INLET
CONSTRUCTION NOTES
M
EXISTING CURB INLET
❑
EXISTING GRATE INLET/YARD INLET
o
EXISTING FLARED END SECTION
-6-
EXISTING FIRE HYDRANT
oa-o
EXISTING BLOW -OFF ASSEMBLY
oa
EXISTING GATE VALVE
o
EXISTING REDUCER
❑
EXISTING WATER METER
OS
EXISTING SAN SEWER MANHOLE
o
EXISTING CLEAN OUT
ra
EXISTING POWER POLE
❑
EXISTING TELEPHONE PEDESTAL
EXISTING AREA LIGHT
EXISTING SIGN
NEW CURB INLET
■
NEW GRATE INLET/YARD INLET
NEW FLARED END SECTION
NEW FIRE HYDRANT
�+
NEW BLOW -OFF ASSEMBLY
H
NEW GATE VALVE
NEW REDUCER
o
NEW WATER METER
17,
NEW TEE
n
NEW PLUG
•
NEW MANHOLE
®
NEW CLEAN OUT
T
NEW SIGN
o
IRON PIPE
BENCHMARK
TEMP SILT FENCE
U NANutU UN UUYItU IN ANY 1-UHIV1 UN IVIANNtH Wr1A I JUtVtH, NUN AHt I ntY Ill tit AJJIIaNCU Ill ANY INIHU I -AN I Y VVI I r1UU I NNZ) I Ub IAININU I r7t tAYHtJJtU VVHI I Ir-N F'tHIV11JJIUN ANU I:UNJtN I Ur CAJJ, NIAUN & RCNNCUY, INI:.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT TOWN OF KNIGHTDALE STANDARDS AND SPECIFICATIONS
A TTENTION CONTRA CTORS
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.
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE
IN ACCORDANCE WITH THE ACCEPTED
POLICIES OF THE TOWN OF KNIGHTDALE AND
NCDOT
EROSION CONTROL, STORMWATER
AND FLOODPLAIN MANAGEMENT
APPROVED
EROSION CONTROL ❑ S-
STORMWATER MGMT. ❑ S-
FLOOD STUDY ❑ S-
DATE
1PF 1PF TEMP TREE PROTECTION FENCE
TPF M TEMP COMBINATION SILT/TREE PROTECTION FENCE
10 TEMP DIVERSION DITCH
• • DISTURBED LIMITS
..
..
STREAM
- - G
- - -
G EXISTING GAS LINE
- - coM
- - -
coM EXISTING COMMUNICATIONS LINE
- - r
- - -
r EXISTING UNDERGROUND TELEPHONE
- - E
- - -
E EXISTING UNDERGROUND ELECTRIC
- - OHE
- - -
OHE EXISTING OVERHEAD ELECTRIC
- - w
- - -
w EXISTING WATER LINE
- - FM
- - -
FM EXISTING SANITARY SEWER FORCE MAIN
- - ss
- - -
ss EXISTING SANITARY SEWER
---------------
EXISTING STORM DRAINAGE
NEW STORM DRAINAGE
NEW WATER LINE
NEW SANITARY SEWER
FM
NEW SANITARY SEWER FORCE MAIN
FM
G
NEW GAS MAIN
G
• • • • • • •
• • • •
• • • • HANDICAPPED ACCESSIBLE ROUTE
MUST
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(1L I TY X11)40,
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BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE MUNICIPALITY STANDARDS,
SPECIFICATIONS, AND DETAILS. WORK IN THIS PROJECT SHALL ALSO CONFORM TO THESE PLANS, THE
LATEST EDITIONS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) ROAD AND
BRIDGE SPECIFICATIONS, THE ROAD AND BRIDGE STANDARDS, THE NORTH CAROLINA EROSION AND
SEDIMENT CONTROL HANDBOOK, THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS,
THE FINAL GEOTECHNICAL REPORT, AND GENERAL DESIGN STANDARDS. IN THE EVENT OF CONFLICT
BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS, OR PLANS, THE MOST STRINGENT SHALL
GOVERN.
2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TRENCH SAFETY DURING ALL PHASES OF
CONSTRUCTION.
3. THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE CONTRACTOR
IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL PUBLIC OR
PRIVATE UTILITIES WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE. AT LEAST 48 HOURS
PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL NOTIFY
THE NORTH CAROLINA ONE -CALL UTILITIES LOCATION SERVICE (ULOCO) AT 1-800-632-4949 FOR
PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE SITE.
4. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES,
TELEPHONE RISERS, WATER VALVES, ETC. DURING ALL CONSTRUCTION PHASES. THE CONTRACTOR
SHALL REPAIR, AT HIS OWN EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
5. TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE TRAFFIC CONTROL PLAN,
THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES," AND AS FURTHER DIRECTED BY CITY AND
STATE INSPECTORS.
6. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDITIONS OR
ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY
REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR
AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES,
INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S RISK.
7. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE
CONTRACTOR SHALL ARRANGE THE MEETING WITH THE CITY ENGINEERING DIVISION.
8. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL REQUIRED PERMITS AND APPROVALS PRIOR TO
COMMENCING CONSTRUCTION.
9. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, AND AS SHOWN ON THESE PLANS. THE
CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE
CONTRACTOR SHALL USE SILT FENCES (OR OTHER METHODS APPROVED BY THE ENGINEER AND
APPLICABLE MUNICIPALITY) AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING
ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR
LOCAL EROSION, CONSERVATION, AND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL
TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND
THE ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION.
10. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE CONDITION
ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL MATERIAL TO BE
USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.
11. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACKFlLL AROUND DRAINAGE
STRUCTURES, OR IN UTILITY TRENCHES FOR ANY OTHER DEPRESSION REQUIRING FILL OR BACKFlLL
SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR
TEST AS SET OUT IN ASTM STANDARD D698. STONE BACKFlLL SHALL BE COMPACTED TO 95%
MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST AS SET OUT IN ASTM STANDARD
D1557. THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACKFILLING,
SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED
IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT. TESTS SHALL BE CONDUCTED
BY A CERTIFIED MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED
PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY.
ENVIRONMENTAL CONSULTANT SIGNATURE
VILLAGE GATE
S. SMITHFIELD ROAD
TOWN OF KNIGHTDALE, WAKE COUNTY, NORTH CAROLINA
WATER ALLOCATION POLICY BONUS POINT CHART
Points
Base Points - Major Residential Subdivision
15
Bonus Point Items (Additional 35 Points required)
Open Space > 2 acres
2
Stormwater Wet Pond w/Fountain
4
Residential Architectural Standards
15
Outdoor Enhancement (Public Art)
4
Outdoor Deck/Patio > 1,000 sf
1
Pool Amenities (Jacuzzi/Hot Tub/Whirlpool)
2
Clubhouse (Full Kitchen & less than 4,000 sf meeting space)
9
Total Proposed Bonus Points:
37
Total Points (50 Points Required)
52
12. PROPOSED CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND
ROADWAY PROFILES/SUPERELEVATIONS ARE TO BE USED IN CASE OF DISCREPANCY.
13. THE CONTRACTOR SHALL REVIEW, VERIFY AND COORDINATE ALL DIMENSIONS SHOWN ON PLANS,
INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AND ALL
UTILITIES CROSSING THE STORM SEWER PRIOR TO STARTING PROJECT.
14. ALL CURB JOINTS SHALL EXTEND THROUGH THE CURB. MINIMUM LENGTH OF OFFSET JOINTS AT
RADIUS POINTS IS 1.5 FEET. ALL JOINTS SHALL BE SEALED WITH JOINT SEALANT.
15. ALL HANDICAP RAMPING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA
REQUIREMENTS AND THE "NORTH CAROLINA STATE BUILDING CODE, VOL. 1-C ACCESSIBILITY CODE.
16. OWNER SHALL PROVIDE FENCING AND OTHER SAFETY MEASURES NECESSARY IN AND AROUND ANY
PROPOSED STORMWATER MANAGEMENT MEASURES (PONDS, WETLANDS, ETC.) OBTAINING PROPER
PERMITS SHALL BE THE RESPONSIBILITY OF THE OWNER.
17. RETAINING WALLS EXCEEDING 30 INCHES IN HEIGHT SHALL INCLUDE FALL PROTECTION IN THE FORM
OF A HANDRAIL OR FENCING ON THE HIGH SIDE OF THE RETAINING WALL AND WILL REQUIRE A
SEPARATE BUILDING PERMIT.
18. PROPER COMPACTION OF ALL FILL SOILS PLACED ON SITE SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. COMPACTION SHALL BE ADEQUATE TO SUPPORT THE PROPOSED USE OF AREAS IN
WHICH FILL SOILS ARE PLACED. THE CONTRACTOR SHALL HIRE A GEOTECHNICAL ENGINEER TO TEST
AND VERIFY THAT COMPACTION IS ADEQUATE FOR THE PROPOSED USE OF IN THE AREA OF FILL
PLACEMENT.
19. ALL ASPECTS OF THIS PROJECT SHALL BE IN FULL COMPLIANCE WITH CURRENT ADA STANDARDS. IF
THE CONTRACTOR NOTES ANY ASPECTS OF THE PROJECT WHICH ARE NOT IN COMPLIANCE, THE
ENGINEER SHALL BE NOTIFIED PRIOR TO ANY FURTHER WORK BEING PERFORMED. ANY WORK
PERFORMED AFTER THE CONTRACTOR NOTES SUCH A NON COMPLIANCE IS SUBJECT TO REMOVAL AND
REPAIR AT THE CONTRACTOR'S EXPENSE.
20. THE CONTRACTOR OR OWNER SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL EMBANKMENTS
AND FILL PLACEMENT FOR PROPER COMPACTION. PROPER COMPACTION SHALL BE PER THE
GEOTECHNICAL ENGINEER'S RECOMMENDATIONS OR THESE PLANS, WHICHEVER IS MORE STRINGENT.
EMBANKMENTS FOR PONDS SHALL BE PLACED IN 6 INCH LOOSE LAYERS AND SHALL BE COMPACTED
TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE
CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN
ACCORDANCE WITH ASTM D698. THE CONTRACTOR SHALL TAKE PHOTOGRAPHS OF THE OUTLET
STRUCTURE AT ALL AT ALL PHASES OF INSTALLATION AND SHALL RETAIN WITH GEOTECHNICAL TESTING
DATA. THE CONTRACTOR SHALL ALSO RETAIN ALL SHIPPING RECORDS AND SPECIFICATIONS FOR THE
OUTLET STRUCTURE MATERIALS AND STRUCTURES. ALL OF THE ABOVE DATA MAY BE REQUIRED AS
PART OF THE MUNICIPALITY AS -BUILT PROCESS AND SHALL BE MADE AVAILABLE TO THE ENGINEER
UPON REQUEST. THE CONTRACTOR AND OWNER SHALL HAVE DOCUMENTATION OF THESE TESTS
AVAILABLE UPON REQUEST.
21. RETAINING WALLS SHOWN HEREIN SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER WITH
EXPERIENCE DESIGNING RETAINING WALLS. AT LEAST 14 DAYS PRIOR TO BEGINNING CONSTRUCTION
OF RETAINING WALLS, THE CONTRACTOR SHALL CONTACT THE OWNER'S GEOTECHNICAL ENGINEER TO
SCHEDULE AND COORDINATE ALL APPROPRIATE INSPECTIONS, TESTING, AND VERIFICATION NECESSARY
DURING RETAINING WALL CONSTRUCTION. THE GEOTECHNICAL ENGINEER SHALL PROVIDE CONTINUOUS
INSPECTION TESTING AND VERIFICATION FOR THE DURATION OF RETAINING WALL CONSTRUCTION.
PROPER SCHEDULING, EXECUTION, AND RECORD KEEPING FOR ALL REQUIRED INSPECTIONS, TESTING,
AND VERIFICATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SUCH RECORDS SHALL BE
RETAINED AND SHALL BE PROVIDED TO THE OWNER AND BASS, NIXON & KENNEDY, INC. ALL
MONITORING, TESTING, AND VERIFICATION SHALL CONFORM TO THE MOST RECENT VERSION OF THE NC
BUILDING CODE CHAPTER 18, SECTION 1806 OR THE WALL DESIGN ENGINEER'S SPECIFICATIONS,
WHICHEVER IS MORE STRINGENT.
EROSION CONTROL
SUBMITTAL
TOWN OF KNIGHTDALE
PUD CASE NO. ZMA=1=21
OWNER:
VILLAGE GATE AT KNIGHTDALE,
LLC
8480 HONEYCUTT RD. STE 200
RALEIGH, NC 27615
GIOVANNI MORTARINA TRUSTEE
2830 CHARLEMAGNE DR.
VIRGINIA BEACH, VA 23451-1358
BILLY B. ROBERSON
1213 INDIAN TRAIL DR.
RALEIGH NC 27609-5439
ENGINELYR:
0�
DEVELOPER:
KDM DEVELOPMENT
CORPORATION
1080 PITTFORD VICTOR RD
P I TTS FO R D, NC 14534
CONTACT: KENYON BURNHAM
PHONE: [phone]
EMAIL: [e-mail]
HCA
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BASS, NIXON & KENNEDY, INC. 11/05/21
CONSULTING ENGINEERS
6310 CHAPEL HILL ROAD, SUITE 250
RALEIGH, NORTH CAROLINA 27607
TELEPHONE: [phone]
FAX: [phone]
CERTIFICATION NUMBERS: NCBELS (C-0110)
NCBOLA C-0267
CONTACT: MARTY D. BIZZELL, PE, CPESC
EMAIL: [e-mail]
SITE DATA
SHEET INDEX
PROJECT NAME:
VILLAGE GATE
COVER
CO.2
OVERALL EXISTING CONDITIONS PLAN
PIN / REAL ID NUMBER (LOT 1):
1753-67-6372 / 0483732
Co.3
ENLARGED DEMOLITION PLAN - WEST
PIN / REAL ID NUMBER (LOT 2):
1753-77-8199 / 0010040
CO.4
ENLARGED DEMOLITION PLAN - NORTHWEST
PIN / REAL ID NUMBER (LOT 3):
1753-87-9748 / 0282557
CO.5
ENLARGED DEMOLITION PLAN - SOUTHWEST
CO.6
ENLARGED DEMOLITION PLAN - NORTHEAST
ADDRESS (LOT 1):
0 S SMITH FIELD ROAD
CO.7
ENLARGED DEMOLITION PLAN - SOUTHEAST
KNIGHTDALE, NORTH CAROLINA
C1.0
OVERALL SITE PLAN
C1.1
ENLARGED SITE PLAN - WEST
ADDRESS (LOTS 2 & 3):
0 MAILMAN ROAD
C1.2
ENLARGED SITE PLAN - NORTHWEST
KNIGHTDALE, NORTH CAROLINA
C1.3
ENLARGED SITE PLAN - SOUTHWEST
ZONING:
C1.4
ENLARGED SITE PLAN - NORTHEAST
EXISTING:
RT
C1.5
ENLARGED SITE PLAN - SOUTHEAST
PROPOSED:
PUD
C6.0
OVERALL STAGE 1 EROSION CONTROL PLAN
C6.1
ENLARGED STAGE 1 EROSION CONTROL PLAN - WEST
USE:
C6.2
ENLARGED STAGE 1 EROSION CONTROL PLAN - NORTHWEST
EXISTING:
VACANT
C6.3
ENLARGED STAGE 1 EROSION CONTROL PLAN - SOUTHWEST
PROPOSED:
VACANT
C6.4
ENLARGED STAGE 1 EROSION CONTROL PLAN - NORTHEAST
C6.5
ENLARGED STAGE 1 EROSION CONTROL PLAN - SOUTHEAST
SITE AREA (GROSS): (RECOMBINATION REQ'D)
C6.6
OVERALL STAGE 2 EROSION CONTROL PLAN
1753-67-3147 (LOT 1):
24.28 AC (1,057,690 SF)
C6.7
ENLARGED STAGE 2 EROSION CONTROL PLAN - WEST
1753-77-8199 (LOT 2):
36.02 AC (1,568,983 SF)
1753-87-9748 3):
15.56 AC SF)
C6.8
ENLARGED STAGE 2 EROSION CONTROL PLAN - NORTHWEST
(LOT
TOTAL:
(677,684
75.86 AC (3,304,357 SF)
C6.9
ENLARGED STAGE 2 EROSION CONTROL PLAN -SOUTHWEST
C6.10
ENLARGED STAGE 2 EROSION CONTROL PLAN - NORTHEAST
DEDICATED R/W AREA (ONSITE):
C6.11
ENLARGED STAGE 2 EROSION CONTROL PLAN - SOUTHEAST
S. SMITHFIELD ROAD:
0.35 AC (15,414 SF)
C6.12
NCGO1 PLAN
MAILMAN ROAD:
0.40 AC (17,537 SF)
C6.13
EROSION CONTROL DETAILS
TOTAL ONSITE:
0.76 AC (32,951 SF)
C6.14
EROSION CONTROL DETAILS
NET SITE AREA:
75.10 AC (3,271,406 SF)
SITE PERMITTING APPROVAL
Water and Sewer Permits (if applicable)
The Cityof Raleigh consents to the connection and extension of the City's Public Sewer System as shown on this Ian. The
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material and Construction methods used forthis project shall conform tothe standards and specifications of the City's Public
Utilities Handbook. City of Raleigh Public Utilities Department Permit#
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 forthis project shall conform tothe standards and specifcationsof the City's Public
Utilities Handbook. City of Raleigh Public Utilities Department Permit # -
The City of Raleigh consents to the connection to its public sewer system and extension of the private sewer collection
system as shown on this plan. The material and constructions 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 # - -
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Electronic Approval: This approval is being issued electronically. This approval is valid only upon the signature of a City of
Raleigh Review Officer below. The City will retain a copy of the approved plans. Any work authorized by this approval must
proceed in accordance with the plans kept on file with the City. This electronic approval may not be edited once issued. Any
modification to this approval once issued will invalidate this approval.
City of Raleigh Development Approval
Raleigh Water Review Officer
a. Town Certification. This design has been reviewed by the Engineer for the
Town of Knightdale, and to the best of my knowledge and belief, it conforms
to the requirements established in the Standard Specifications of the Town of
Knightdale.
By: Date:
Town Engineer
These plans are approved by the Town of Knightdale and serve as
construction plans for this project.
p p 1
By: Date:
Administrator
a. 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.
b. Professional Design Engineer Certification. These improvements shall be
constructed in accordance with the following drawings and with the Standard
Specifications of the Town of Knightdale.
I PE, certifythat the Standard Specifications of the
I'
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.
Seal By: , PE
Date:
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