NCC223206_Site Plan or Location Map_20220913

DocuSign Envelope ID: F3372745-D6C3-4BOD-B27E-75EF05EA84FE
proved for Construction
05/17/2022
Digitally signed by Jonathan K.
Jacobs
DN: C=US,
E=[e-mail],
O=Town of Clayton,
OU=Engineering, CN=Jonathan K. HIIGHC3ATE SUBDIVISIC)N PHASE V
Jacobs
Date: 2022.05.17 16:04:00-04'00'
SITE DATA
PROJECT: HIGHGATE SUBDIVISION
ENGINEER: TIMMONS GROUP
5410 TRINITY ROAD, SUITE 102
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
MIKE ZACCARDO, PE
EMAIL: [e-mail]
DEVELOPER: WAKEFIELD DEVELOPMENT
3100 SMOKETREE COURT SUITE 210
RALEIGH, NC 27604
PHONE: [phone]
GRAY METHVIN
EMAIL: [e-mail]
PROPERTY LOCATION: SHOTWELL ROAD & COVERED BRIDGE ROAD
PIN: 175000-50-8319
ZONING: PD-R
TOWNSHIP: CLAYTON
PROPOSED USE: RESIDENTIAL
TOTAL TRACT AREA: 11.34 ACRES
HIGHGATE V QUANTITIES
PUBLIC STREETS
1,846 LF
LF PUBLIC SIDEWALKS
3.850 LF
LF CURB AND GUTTER
3709 LF
LF PUBLIC GREENWAY
0 LF
# OF SCM s
1
HOUSING UNITS
36
TOC PUBLIC UTILITIES QUANTITIES
8" PVC PUBLIC WATERMAIN
1390 LF
PRIVATE WATERMAIN
0 LF
6" PUBLIC WATERMAIN
556 LF
PRIVATE WATERMAIN
0 LF
8" PVC PUBLIC SANITARY SEWER
1539 LF
8" PVC PRIVATE SANITARY SEWER
0 LF
8" DIP PUBLIC SANITARY SEWER
169 LF
8" DIP PRIVATE SANITARY SEWER
0 LF
#48" MANHOLE
13
#60" MANHOLE
0
# FIRE HYDRANTS
6
#CATCH BASINS IN ROW
23
# WATER STUBS
0
# 5/8" DOMESTIC WATER METERS
36
# IRRIGATION METERS
0
#4" SEWER CLEANOUTS
36
PUBLIC 15" RCP
435 LF
PUBLIC 18" RCP
227 LF
PUBLIC 24" RCP
208 LF
PUBLIC 30" RCP
364 LF
PUBLIC 36" RCP
212 LF
PUBLIC 48" RCP
434 LF
PRIVATE 15" RCP
109 LF
PRIVATE 18" RCP
353 LF
PRIVATE 24" RCP
44 LF
#STRUCTURES (PUBLIC)
27
#STRUCTURES (PRIVATE)
9
8" WATER VALVES
4
6" WATER VALVES
2
POWER OWNER
TOWN OF CLAYTON
SEWER OWNER
TOWN OF CLAYTON
WATER OWNER
TOWN OF CLAYTON
OWNERS OF RECORD
17500-50-8319
EVERLAND-LEE LLC
104 STATE AVE STE 103
CLAYTON, NC 27520
CONSTRUCTION DOCUMENTS
TOWN OF CLAYTON, JOHNSTON COUNTY, NORTH CAROLINA
Sheet List Table
I C0.0 I COVER SHEET I
C1.1 I BOUNDARY SURVEY (SHEET 1 OF 2)
C1.2 BOUNDARY SURVEY (SHEET 2 OF 2)
I C3.0 I UTILITY PLAN J
I C5.2 I STREET C PLAN & PROFILE I
VICINITY MAP
SCALE 1 "=500'
0 500' 1600,
C6.1
STORM OUTFALL PROFILES
C7.1
SCM PLAN & PROFILE
C7.2
SCM DETAIL
C8.0
LANDSCAPING PLAN
C9.1
NOTES & DETAILS (1 OF 3)
C9.2
NOTES & DETAILS (2 OF 3)
C9.3
NOTES & DETAILS (3 OF 3)
C10.0
EROSION & SEDIMENT CONTROL COVER SHEET
C10.1
EROSION & SEDIMENT CONTROL - STAGE 1
C10.2
EROSION & SEDIMENT CONTROL - STAGE 2
C10.3
EROSION & SEDIMENT CONTROL - NOTES & DETAILS
C10.4
NCG01 DETAILS
CONDITIONS OF APPROVAL
1. ALL DECORATIVE TRAFFIC RELATED SIGNAGE SHALL BE MAINTAINED SOLELY BY THE
DEVELOPER OR THE HOMEOWNER'S ASSOCIATION.
2. NO MORE THAN 30 BUILDING PERMITS WILL BE ISSUED WITHIN THE SUBDIVISION UNTIL THE
REQUIRED SECONDARY ACCESS IS CONSTRUCTED, IN ACCORDANCE WITH THE
REQUIREMENTS OF THE NC FIRE CODE.
3. ALL ROADWAY AND TRAFFIC IMPROVEMENTS REQUIRED BY THE TOWN AND/OR NCDOT
SHALL BE CONSTRUCTED OR FINANCIALLY GUARANTEED PRIOR TO THE PLATTING OF THE
PHASE OF THE DEVELOPMENT THAT WILL TRIGGER THEIR NECESSITY. IF NO PHASE IS
SPECIFIED, THE IMPROVEMENTS SHALL BE REQUIRED IMMEDIATELY OR AS SPECIFICALLY
REQUIRED BY NCDOT.
4. THE NEW TRAFFIC SIGNAL REQUIRED AT THE INTERSECTIONS OF COVERED BRIDGE ROAD
AND N. O'NEIL STREET SHALL BE INSTALLED PRIOR TO THE COMPLETION OF THE
SUBDIVISION, OR WITHIN A TIMEFRAME REQUIRED BY NCDOT.
5. THE TRAFFIC SIGNAL REQUIRED AT THE INTERSECTION OF SHOTWELL ROAD AND COVERED
BRIDGE ROAD SHALL BE INSTALLED PRIOR TO THE COMPLETION OF THE SUBDIVISION, OR
WITHIN A TIMEFRAME REQUIRED BY NCDOT.
6. FEE -IN -LIEU SHALL BE PAID FOR HALF OF THE PROPOSED STREAM CROSSING OF STREET
"D" TO THE EAST AT PLAT RECORDATION FOR PHASE.
7. IF ANOTHER DEVELOPMENT CONTRIBUTES TRAFFIC TO ANY REQUIRED SIGNAL
MODIFICATIONS, THE WILL CONTRIBUTE TO THE COST OF THE IMPROVEMENTS BASED ON
THEIR IMPACT AT THE INTERSECTION AT THE TOWN'S DISCRETION OF DETERMINING SUCH
IMPACT.
8. ALL REQUIRED LANDSCAPE BUFFERS OR PLANTINGS SHALL BE INSTALLED OR BONDED
PRIOR TO THE PLATTING OF THE PHASE IN WHICH THEY OCCUR.
9. MULTI -USE TRAILS SHALL BE CONSTRUCTED OR BONDED PRIOR TO THE PLATTING OF THE
PHASE IN WHICH THEY OCCUR.
10. ALL PHASES OF THE DEVELOPMENT SHALL CONSIST OF COMPLETE STREET SECTIONS; NO
MID -BLOCK PHASING SHALL BE PERMITTED.
11. THE AMENITY CENTER SHALL BE SUBMITTED AS A SEPARATE MINOR SITE PLAN
APPLICATION TO BE REVIEWED AND APPROVED BY THE TOWN OF CLAYTON TECHNICAL
REVIEW COMMITTEE AND PLANNING DEPARTMENT.
12. FEE -IN -LIEU SHALL BE PAID FOR THE REMAINDER OF ROAD "C" THAT DOES NOT CONNECT
WEST TO THE ADJACENT PROPERTY, TO ENSURE THAT THIS CONNECTION IS FUNDED FOR
FUTURE DEVELOPMENT.
13. THE FINAL PLAT AND SUBSEQUENT DEVELOPMENT OF THE SITE SHALL BE CONSISTENT
WITH THE SPECIFICATIONS OF THE APPROVED PRELIMINARY SUBDIVISION PLAN AND
ASSOCIATED SPECIAL USE PERMIT. MODIFICATIONS SHALL REQUIRE ADDITIONAL
APPROVALS PURSUANT TO SECTION 155.706 AND 155.711 OF THE UNIFIED DEVELOPMENT
CODE.
GENERAL NOTES:
1. FIELD TOPOGRAPHIC SURVEY PREFORMED BY TRUE LINE SURVEYING, P.C. DATED MAY 25, 2005.
2. THE CONTRACTOR SHALL CONTACT NC ONE CALL CENTER PRIOR TO ANY DIGGING.
3. ALL PUBIC WATER IMPROVEMENTS SHALL CONFORM TO ALL TOWN OF CLAYTON PUBLIC UTILITIES
DEPT. AND NCDEQ PWS STANDARDS AND SPECIFICATION. ALL SANITARY SEWER IMPROVEMENTS
SHALL CONFORM TO ALL TOWN OF CLAYTON PUBLIC UTILITIES DEPT. AND NCDEQ DWQ STANDARDS
AND SPECIFICATION.
4. THE CONTRACTOR SHALL CHECK PLANS AND FIELD CONDITIONS FOR CONFLICTS AND
DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF
ANY CONFLICT BEFORE PERFORMING WORK IN THE AFFECTED AREA.
5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILTIES, ABOVE
AND BELOW GROUND THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE
CONTRACTOR.
6. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH AND ENFORCE ALL
APPLICABLE SAFETY REGULATIONS.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATION AGAINST COLLAPSE AND
SHALL PROVIDE BRACING,SHEETING, OR SHORING AS NECESSARY. TRENCHES SHALL BE KEPT DRY
WHILE PIPES ARE BEING PLACED, DEWATERING SHALL BE USED AS REQUIRED, AND PERMITTED
THROUGH LOCAL GOVERNMENT AGENCIES AND WATER MANAGEMENT DISTRICT PER CURRENT
REGULATIONS AT THE SOLE COST OF THE CONTRACTOR.
8. WORK BEING PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER
WORK BEING PERFORMED IN THE AREA BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT WILL
BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE
NECESSARY, WITH OTHER CONTRACTORS AND UTILITY COMPANIES.
9. PIPE SPECIFICATION
A.) WATER: C-900 PVC, CLASS 150, DR 18
B.) WATER SERVICE: COPPER TYPE "K"
C.) SANITARY SEWER: SDR 35 PVC (0'-12' DEPTH),
P-401 LINED CLASS 350 DUCTILE IRON (AS NOTED FOR DEPTH OR CROSSING)
D.) SANITARY SEWER SERVICE: 4" SCH. 40 PVC. MIN 4" PER FOOT SLOPE.
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