NCC221127_Site Plan or Location Map_20220322

GENERAL NOTES:
1. THIS MAP IS NOT FOR CONVEYANCE, RECORDATION OR SALES
2. BOUNDARY & TOPOGRAPHIC SURVEY WAS PERFORMED BY McKIM & CREED,
PROVIDED TO G&G BUILDERS ON 41812021.
J. STORMWATER DRAINS TO UT TO MARKS CREEK (C;NSW), RIVER BASIN.
NEUSE; STREAM INDEX. 27-38.
4. THERE ARE JURISDICTIONAL STREAMS OR WETLANDS ON SITE
5. WATER AND SEWER WILL BE PUBLIC, CITY OF RALEIGH PUBLIC UTILITIES
6. THE SITE IS NOT LOCATED IN A FEMA DESIGNATED SPECIAL FLOOD
HAZARD ZONE (100-YEAR FLOODPLAIN).
PLAN NOTES:
1. THESE PLANS ARE FOR CONSTRUCTION WITHIN THE PARCEL(S) TO BE
OCCUPIED BY NEUSE RIVER VETERINARY HOSPITAL AND THE CONTRACTOR
SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THE WORK SHOWN
ON THE PLANS OR DESCRIBED IN THE SPECIFICATIONS IN A SATISFACTORY
MANNER UNLESS OTHERWISE PROVIDED. THE CONTRACTOR SHALL FURNISH
ALL MATERIALS, EQUIPMENT, TOOLS, LABOR, AND INCIDENTALS TO
COMPLETE THE WORK.
2. WHERE DISCREPANCIES ARE FOUND ON PLANS OR DETAILS, OR BETWEEN
THESE PLANS AND AVAILABLE RECORDS PROVIDED BY OTHERS, THE
CONTRACTOR SHALL N077FY THE DESIGN ENGINEER PRIOR TO BEGINNING
CONSTRUCTION. THE CONTRACTOR SHALL BEAR THE FULL COST OF
REMOVAL, REPLACEMENT, DELAY, AND MOBILIZATION RELATED TO FAILURE
TO REVIEW ALL PLANS
J. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF WENDELL AND
APPLICABLE WAKE COUNTY AND STATE CODES
4. LOCATION AND ELEVATION OF EXISTING STORM DRAINAGE STRUCTURES AND
PIPES SHOWN ON THESE PLANS WERE OBTAINED FROM AVAILABLE RECORDS
AND SURVEY DATA. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO DETERMINE THE EXACT LOCATIONS AND ELEVATIONS OF EXISTING STORM
DRAINAGE STRUCTURES AND PIPES PIPES PRIOR TO COMMENCING
CONSTRUCTION.
5. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM
AVAILABLE RECORDS IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO DETERMINE THE EXACT LOCATIONS AND ELEVATIONS OF
ALL EXISTING UTILITIES ON PARCEL AND WITHIN ADJACENT RIGHT-OF-WAY
PRIOR TO CONSTRUCTION.
6. IF EXISTING UTILITY CONFLICTS WITH PROPOSED IMPROVEMENT INSTALLATION,
THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER BEFORE
PROCEEDING WITH CONSTRUCTION.
Z ANY CONDITIONS DISCOVERED AND/OR EXISTING THAT WOULD NECESSITATE
A MODIFICATION OF THESE PLANS SHALL BE BROUGHT TO THE ATTENTION
OF THE DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION.
8 THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY
RELOCATIONS, RE -ALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF
EXISTING UTILITIES WITH APPLICABLE AUTHORITIES/OWNERS
9. NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING UTILITIES
HAS BEEN DETERMINED. CALL INC ONE CALL" AT LEAST 48 HOURS BEFORE
COMMENCING CONSTRUCTION.
10. THE CONTRACTOR SHALL BEAR THE FULL COST OF REMOVAL,
REPLACEMENT, AND DELAY RELATED TO UNVERIFIED EXISTING CONDITIONS
11. THE CONTRACTOR SHALL COORDINATE ANY REQUIRED TRAFFIC CONTROL
WITH TOWN OF WENDELL AND/OR NCDOT.
12. LIMITS OF CONSTRUCTION EASEMENTS AND RIGHTS -OF -WAY SHALL BE
DELINEATED WITH TEMPORARY STAKING BY THE CONTRACTOR SAFETY
FENCING SHALL BE UTILIZED WHERE WORK IS IN CLOSE PROXIMITY TO
RESIDENCES, TRAILS, OR OTHER PUBLIC AREAS
13. CLEARING AND GRUBBING OF THE SITE TO INCLUDE REMOVAL OF CURB,
ASPHALT, INLETS, AND ANY OTHER STRUCTURES INCLUDING TREES, SHRUBS,
STUMPS, AND DEBRIS LANDSCAPE FEATURES NOT REQUIRED TO BE
CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED.
14. WHERE EXCAVATION IS REQUIRED UNDER EXISTING ASPHALT OR CONCRETE
PAVEMENT, THE EXISTING PAVEMENT SHALL BE SAW CUT IN A MANNER TO
EFFECT A SMOOTH, STRAIGHT -CUT EDGE.
15. THE CONTRACTOR SHALL ADJUST ALL MANHOLES, VALVE & CURB BOXES
TO FINAL GRADE DURING CONSTRUCTION. ANY BOXES DAMAGED OR
OTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED AT THE
EXPENSE OF THE CONTRACTOR.
16. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION
DURING CONSTRUCTION AT HIS EXPENSE. PARKING AREAS SHALL BE
WATERED TO CONTROL DUST WHEN DIRECTED BY THE ENGINEER
1 Z NO WARRANTY IS MADE FOR THE SUITABILITY OF THE SUBGRADEE,
UNDERCUT AND ANY REQUIRED REPLACEMENT WITH SUITABLE MATERIAL
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
18 THE CONTRACTOR IS TO ENSURE THAT PAVEMENT AND OTHER FINISHED
SURFACES ARE PLACED SO AS TO DRAIN POSITIVELY AWAY FROM ALL
BUILDINGS
19. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING REQUIRED BUILDING
PERMITS
PROJECT DA TA.--
1. PROJECT ADDRESS. 1932 WENDELL FALLS PARKWAY
WENDELL, NC 27591
2. PARCEL ID NO. 1: 1773258506 2. 1773257639
J. CONSULTANT: CSD ENGINEERING
JOHN F. OGLESBY, PE
919-624-0997 -M
910-791-1551 -0
910-791-1501 -F
joh n Ocsd- en gin e erin g. com
4. PROPERTY OWNER: 1-N/F CONNIE L JONES
2364 SWINSON FARM ROAD
WENDELL, NC 27591
2-N/F CSSNC LLC (CONNIE JONES)
2364 SWINSON FARM ROAD
WENDELL, NC 27591
5. PROJECT ZONING.
PUD-IS-1
6. LAND CLASSIFICATION.
PLANNED URBAN DEVELOPMENT (MIXED USE)
Z PARCEL AREA
= (1) 0.322 AC, (2) 1.853 AC
= 94,780 SQ. FT. (TOTAL MEASURED)
& REQUIRED SETBACKS.
= 0 FEET (STREET)
= 0 FEET (SIDE)
= 0 FEET (REAR)
9. MAX. LOT COVERAGE
= 85% ( SQ. FT.)
10. ACTUAL LOT COVERAGE= 28.1% ( SQ. FT.)
CONSTRUCTION DRA WINGS FOR
NEUSE RIVER VETERINARY HOSPITAL
I-87
�o \
WENDELL FALLS
SITE PERMITTING APPROVAL
WATER AND SEWER PERMITS
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 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 # S-4946
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 WITH RETAIN A COPY OF
THE APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVE 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 REVIEW OFFICER
ffl►1=��I�L�I1:��I1�i�I�����7:��:
1. TOTAL LINEAR FEET PUBLIC WA TER MAIN. N/A
2. TOTAL LINEAR FEET PUBLIC SEWER MAIN.
300.5 LF - 12-INCH DIP (LINED*)
102.0 LF - 8-INCH DIP
47.0 LF - 8-INCH PVC
3 TOTAL WATER STUBS: 1 (PRIVATE SERVICE TAP)
4. TOTAL SEWER STUBS. 3 (1 PUBLIC MAIN TAP, 2 PRIVATE SERVICE TAPS)
19J2 WENDELL FALLS PARKWAY
WENDELL., NORTH CAROL/NA 27591
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 Works Department
at [phone] and, the Public Utilities Department at
[phone] at least twenty four hours prior to
beginning of any of their construction.
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0
Failure to notify both City Departments in advance of
beginning construction, will result in the issuance of
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monetary fines, and require reinstallation of any water or
QD
sewer facilities not inspected as a result of this notification
ks), failure.
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Q Failure to call for Inspection, Install a Downstream Plug,
0c�' have Permitted Plans on the Jobsite. of any other Violation
of City of Raleigh Standards will result in a Fine and
Possible Exclusion from future work in the City of Raleigh.
TO WENDELL -mom.,
(DOWNTOWN)
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POOLE ROAD
�( LOCATION MAP
1"=1000'
INDEX TO DRA WINGS
SHEET No.
DESCRIPTION
DRAWING No.
1 OF 21
COVER SHEET & LOCATION MAP
C1.0
2 OF 21
EXISTING CONDITIONS & DEMOLITION NOTES
C2.0
3 OF 21
SITE PLAN
C3.0
4 OF 21
PAVEMENT MARKING & SIGN PLAN
C3.1
5 OF 21
GRADING & DRAINAGE PLAN - OVERALL FINISHED GRADE
C4.0
6 OF 21
GRADING & DRAINAGE PLAN - FINISHED GRADE DETAIL
C4.1
7 OF 21
GRADING & DRAINAGE PLAN - FINISHED GRADE DETAIL
C4.2
8 OF 21
RETAINING WALL PLAN, PROFILE & SECTIONS
C4.3
9 OF 21
PRIVATE STREET PLAN, PROFILE & SECTION
C4.4
10 OF 21
GRADING & DRAINAGE PLAN - DETAILS
C4.5
11 OF 21
WATER & SEWER UTILITY PLAN - OVERALL UTILITY PLAN
C5.0
12 OF 21
WATER & SEWER UTILITY PLAN - SEWER PLAN & PROFILE
C5.1
13 OF 21
WATER & SEWER UTILITY PLAN - DETAILS
C5.2
14 OF 21
LANDSCAPE PLAN
C6.0
15 OF 21
EROSION & SEDIMENT CONTROL PLAN - CLEARING & GRUBBING
C7.0
16 OF 21
EROSION & SEDIMENT CONTROL PLAN - STAGE 1 GRADING
C7.1
17 OF 21
EROSION & SEDIMENT CONTROL PLAN - STAGE 2 UTILITY
C7.2
18 OF 21
EROSION & SEDIMENT CONTROL PLAN - STAGE 3 FINAL
C7.3
19 OF 21
EROSION & SEDIMENT CONTROL PLAN - STANDARD DETAILS
C7.4
20 OF 21
EROSION & SEDIMENT CONTROL PLAN - DETAILS & NOTES
C7.5
21 OF 21
EROSION & SEDIMENT CONTROL PLAN - NCGO1 REQUIREMENTS
C7.6
70
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EROSION AND SEDIMENT CONTROL I
APPROVED PLAN
DATE
PERMIT NO. S-
Wake County Environmental Services
Sedimentation & Erosion Control
919-856-7400
ENVIRONMENTAL CONSULTANT SIGNATURE
INDEX TO DRAWINGS BY OTHERS (FOR REF.)
DESCRIPTION
DRAWING No.
BUILDING ARCHITECTURE PLANS - COVER SHEET
A-0.00
BUILDING ARCHITECTURE PLANS - EXTERIOR ELEVATIONS
A-1.01
BUILDING ARCHITECTURE PLANS - BUILDING SECTIONS
A-4.01
RETAINING WALL CONSTRUCTION DRAWINGS - TITLE SHEET
RW-1.0
RETAINING WALL CONSTRUCTION DRAWINGS - SITE LAYOUT
RW-2.0
RETAINING WALL CONSTRUCTION DRAWINGS - WALL PROFILE
RW-3.0
RETAINING WALL CONSTRUCTION DRAWINGS - DETAILS
RW-4.0
RETAINING WALL CONSTRUCTION DRAWINGS - DETAILS
RW-4.1
RETAINING WALL CONSTRUCTION DRAWINGS - SPECIFICA TINS
RW-5.0
DEP LIGHTING PLAN
21-0032B
DEP LIGHTING PLAN - CLEAN
21-0032B
rCI TY OF RALEIGH UTILITY NOTES:
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE
WITH CITY OF RALEIGH DESIGN STANDARDS, DETAILS & SPECIFICATIONS
(REFERENCE.• CORPUD HANDBOOK, CURRENT EDITION).
*NOTE. THIS PROJECT INCLUDES INSTALLATION OF 12" SEWER PIPE THAT
SHALL BE DUCTILE IRON PIPE LINED WITH AMINE CURED NOVALC
CERAMIC EPDXY CONTAINING AT LEAST 20% BY VOLUME OF CRAMIC
QUARTZ PIGMENT. THE GASKET AREA AND SPIGOT END MUST BE
COATED WIT}I 6 MILS NOMINAL, 10 MILS MAXIMUM OF PR07ECTO
JOINT COMPOUND OR APPROVED EQUAL. THE JOINT COMPOUND
SHALL BE APPLIED BY BRUSH TO ENSURE COVERAGE. CARE SHALL
BE TAKEN THAT THE JOINT COMPOUND IS SMOOTH WITH OUT EXCESS
BUILDUP IN THE GASKET SEAT OR ON THE SPIGOT ENDS
2. UTILITY SEPARATION REQUIREMENTS.
A) A DISTANCE OF 100 FEET 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 FEET. IF THIS
SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS,
THE VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE
TRENCH WIT}I 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
OUISIDE DIAMETER TO OUISIDE DIAMETER
C) WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR
ANYTIME A SANITARY SEWER PASSES OVER A WATERMAN, DIP
MATERIALS OR STEEL ENCASEMENT EXTENDED 10'ON EACH SIDE OF
CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE
SPECIFICATIONS
D) 5.0 FEETMINIMUM 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 WATERMAN & RCP
STORM DRAIN CROSSINGS, MAINTAIN 18 IN. 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.
J. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL
OF AN AMENDED PLAN AND PROFILE BY THE CITY OF RALEIGH PUBLIC
UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION.
4. DEVELOPER SHALL PROVIDE 30 DAYS ADVANCE WRITTEN N0710E TO
OWNER FOR ANY WORK REQUIRED WITHIN AN EXISTING CITY OF RALEIGH
PUBLIC UTILITY EASEMENT TRAVERSING PRIVATE PROPERTY.
5. 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 N077CE TO THE CITY OF RALEIGH PUBLIC
UTILITIES DEPARTMENT.
6. 3.0 FEET MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER
FORCEMAINS 4.0'MINIMUM COVER IS REQUIRED ON ALL REUSE MAINS
Z 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.
8 INSTALL 2" COPPER WATER SERVICES WITH METERS LOCATED AT ROW
OR WITHIN A 2-FT X 2-FT WATERLINE EASEMENT IMMEDIATELY
ADJACENT. NOTE.• IT IS THE APPLICANTS RESPONSIBILITY TO PROPERLY
SIZE THE WATER SERVICE FOR EACH CONNECTION TO PROVIDE
ADEQUATE FLOW & PRESSURE.
9. INSTALL 4-INCH PVC SEWER SERVICES 0 1.0% MINIMUM GRADE WITH
CLEANOUTS LOCATED AT ROW OR EASEMENT LINE & SPACED EVERY 75
LINEAR FEET MAXIMUM.
10. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WA TER 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.
11. 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.
12. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR
ANY UTILITY WORK (INCLUDING MAIN EXTENSIONS & SERVICE TAPS)
WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION
13. 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 STEPHEN CALVERLEY AT [phone] FOR
STEPHEN. CAL VERLEYCIRALEIGHNC. GOV FOR MORE INFORMATION.
14. 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. A CERTIFICATE OF COMPLIANCE SHALL ALSO BE OBTAINED
FOR EACH DEVICE PRIOR TO ISSUANCE OF A BUILDING PERMIT. CONTACT
JOANIE HARREY AT [phone] OR
JOANIE.HARTLEYOIRALEIGHNC.GOV FOR MORE INFORMATION.
15. GRADING SHALL NOT EXCEED J.1 SLOPES ACROSS CITY OF RALEIGH
SANITARY SEWER EASEMENT (SEE GRADING PLAN).
ADDITIONAL NOTES (CONDITIONS FOR APPROVAL).
16. OFFS17E CORWLE AND CORSSE AQUIS17IONS SHALL BE RECORDED BY
DEED PRIOR TO CONSTRUCTION DRAWING APPROVAL.
1 Z THIS PROJECT REQUIRES CONSTRUCTION DRAWING APPROVAL FOR
PUBLIC WATER AND SEWER PERMITS PRIOR TO PLAT RECORDATION.
18 EASEMENT PLAT RECORDATION IS REQUIRED PRIOR TO ISSUANCE OF
UTILITY CONNECTION AND BUILDING PERMIT.
19. ACCEPTANCE OF UTILITIES BY CITY OF RALEIGH FOR MAINTENANCE IS
REQUIRED PRIOR TO RELEASE OF CERTIFICATE OF OCCUPANY.
I HEREBY CERTIFY THAT THIS PLAN WAS
APPROVED BY THE (ADMINISTRATOR) OR (TRC) OF
THE TOWN OF WENDELL ON THE DAY OF
20_
ADMINISTRATOR
CmSD
ENGINEERING
LICENSE # C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 1250
WENDELL, NC 27591
[phone]
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HORZ. SCALE.- 1" = 1000'
VERT. SCALE.- N/A
DRA WN B Y.• JFO
CHECKED B Y.• HSR
PROJECT NO.: 21- 0559
Sheet C1.0
Sheet No. 1 of 21