NCC216034_Site Plan or Location Map_20211029

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OWNERS:
WHITE BROTHERS OF WENDELL LLC
P.O. BOX 980
WENDELL, NC 27591
MAYBERRY INVESTMENTS LLC
1122 OBERLIN ROAD
RALEIGH, NC 27605
PEA RIDGE ROAD PROPERTY LLC
PO BOX 1328
CARY NC 27512-1328
PLANNING AND ENGINEERING CONSULTANT:
THE SPAULDING GROUP, PA
1611 JONES FRANKLIN ROAD, SUITE 101
RALEIGH, NORTH CAROLINA 27606
PHONE: [phone]
CONTACT: THOMAS J. SPAULDING, P.E. email: [e-mail]
LANDSCAPE ARCHITECT
TMTLA ASSOCIATES
5011 SOUTHPARK DRIVE, SUITE 200
DURHAM, NC 27713
PHONE: [phone]
FAX: [phone]
CONTACT: GARRETT BAKER, PLA, email: [e-mail]
SURVEYOR:
ROBINSON & PLANTE, PC
970 TRINITY ROAD
RALEIGH, NORTH CAROLINA 27607
PHONE: [phone]
CONTACT: BUDDY PLANTERLS , email: [e-mail]
ENVIRONMENTAL:
SOIL & ENVIRONMENTAL CONSULTANTS
8412 FALLS OF NEUSE ROAD, SUITE 104
RALEIGH, NC 27615
PHONE: [phone]
DEVELOPER:
CAMPBELL PROPERTY GROUP, INC
1122 OBERLIN RD
RALEIGH, NC 27605
PHONE: [phone]
CONTACT: D. MCQUEEN CAMPBELL, III
SITE
DATA
PROJECT ADDRESS: 929 JO JO DRIVE
TOWNSHIP: WENDELL
COUNTY: WAKE
STATE: NORTH CAROLINA
PARCEL ACREAGE: 29.21 AC PIN:1793-29-4123 REID:0340024
DB: 015083 PG:00989 ZONING:R3CU
25.61 AC 1793-38-0878
0095190
12-E 3771 RA
32.61 AC 1793-27-0810
0037682
014729 01387 R-4
0.72 AC 1793-17-7440
0150861
014772 00730 R-4
TOTAL PARCEL AREA: 88.15 AC (TBD AC. AFTER RIGHT OF WAY
DEDICATION)
PROPOSED ZONING: R-7
TOWNHOME LOTS = 197
40' SINGLE FAMILY LOTS = 168
50' SINGLE FAMILY LOTS = 85
TOTAL NUMBER OF LOTS: 450
MINIMUM SETBACKS SF 50'
SF 40'
TOWNHOME
FRONT/CORNER SIDE SETBACK (GARAGE) 107(29)
107(20')
10'(20')
REAR SETBACK 20'
20'
10,
SIDE SETBACK 3'
3'
5'
OPEN SPACE REQUIREMENTS
253 SINGLE FAMILY UNITS x 1,750 SQ. FT. =
10.16 AC.
197 TOWNHOME UNITS x 1,000 SQ. FT. =
4.52 AC.
TOTAL REQUIRED OPEN SPACE =
14.68 AC. (18.50
AC. PROVIDED)
25% REQUIRED FOR IMPROVED PARK SPACE: =
3.73 AC.
FULLY ACTIVE OPEN SPACE: =
1.80 AC.
IMPROVED PARK SPACE: =
2.29 AC.
PASSIVE OPEN SPACE =
14.41 AC.
PROJECTED IMPERVIOUS AREAS
AMENITY PARKING REQUIRED:
ROADS: 10.20 AC.
1-2 SPACES PER 1000 SF
SIDEWALK: 3.27 AC.
AMENITY BUILDING: 0.05 AC.
PHASE 1: 18,800 18.8-37.6
TOWN HOME LOTS: 8.14 AC.
PHASE 3: 12,530 12.5-25.0
40' SINGLE FAMILY LOTS: 13.98 AC.
TOTAL: 31,330 31.3-62.6
50' SINGLE FAMILY LOTS: 6.83 AC.
PROVIDED: 44
TOTAL IMPERVIOUS AREA: 42.47 AC.
BIKE REQUIRED: 20 PARKING OR 2
PROVIDED: 6
IMPERVIOUS SURFACE PERCENTAGE: 48.18%
VOLUNTARY REZONING CONDITIONS
1. ANTI -MONOTONY: IN ORDER TO PROMOTE VARIATION IN HOME APPEARANCE, NO
SINGLE-FAMILY FRONT FAQADE SHALL BE DUPLICATED FOR THREE (3) LOTS IN A ROW
OR DIRECTLY ACROSS THE STREET. FOR CORNER LOTS, THIS SHALL APPLY TO THE
LOTS CATTY -CORNERED ACROSS THE INTERSECTION.
2. GARAGE DOORS SHALL EITHER CONTAIN WINDOWS OR CARRIAGE STYLE
ADORNMENTS.
3. THE USE OF VINYL -SIDING SHALL BE PROHIBITED, EXCEPT FOR TRIM ELEMENTS OF
THE DWELLING UNIT FAQADE.
4. THE COMMUNITY WILL HAVE A HOMEOWNERS ASSOCIATION. THE HOA WILL BE
RESPONSIBLE FOR YARD MAINTENANCE, PEST CONTROL AND EXTERIOR
MAINTENANCE OF ALL TOWNHOME LOTS AND STRUCTURES.
5. MULTIFAMILY DWELLINGS (LIMITED TO TOWNHOMES) SHALL NOT EXCEED 44%" OF THE
TOTAL NUMBER OF UNITS.
6. FOUNDATIONS: TOP OF SLABS SHALL BE ELEVATED A MINIMUM OF 8 INCHES ABOVE
FINISHED GRADE. FINISHED GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE
FIRST 10 FEET AWAY FROM THE STRUCTURE TO ENSURE POSITIVE DRAINAGE.
SITE PERMITTING APPROVAL
Water and Sewer Permits (If applicable)
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 # S-4906
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. City of Raleigh Public Utilities Department Permit # W-3839
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
HARPER'S GLEN SUBDIVISION
M
00
CONSTRUCTION DRAWINGS
TOWN OF WENDELL, WAKE COUNTY, NORTH CAROLINA
TOW PROJECT #-. TBD
GENERALNOTES
1. BOUNDARY INFORMATION AND ALL JURISDICTIONAL STREAMS AND WETLANDS
PROVIDED BY ROBINSON & PLANTE, PLLC & BASS, NIXON & KENNEDY, INC.
2. FIELD TOPOGRAPHIC INFORMATION TAKEN FROM WAKE COUNTY GIS.
3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL
BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES. CALL UTILITY
LOCATOR SERVICE AT LEAST 48 HOURS PRIOR TO DIGGING.
4. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF WENDELL STANDARDS AND
SPECIFICATIONS.
5. ALL UTILITIES SHALL BE LOCATED UNDERGROUND AND SHALL CONFORM TO THE
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
6. WHEELCHAIR RAMPS AND DEPRESSED CURBS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH NC BUILDING CODE, VOLUME C, ACCESSIBILITY.
7. SIGN PERMITS SHALL BE REQUIRED FOR ANY SIGNAGE IN THE TOWN OF WENDELL.
PERMITS WILL BE REQUIRED PRIOR TO FABRICATION OR INSTALLATION OF SIGNS.
SIGN PERMITTING IS A SEPARATE SUBMITTAL, REVIEW AND APPROVAL PROCESS.
8. AN EROSION CONTROL PERMIT IS REQUIRED FROM WAKE COUNTY ENVIRONMENTAL
SERVICES PRIOR TO ANY GRADING ON THIS SITE. GRADING CONTRACTOR SHALL
CONTACT WAKE COUNTY FOR FINAL VERIFICATION OF ON -SITE EROSION CONTROL
MEASURES PRIOR TO CONSTRUCTION.
9. NO REVISIONS MAY BE MADE WITHOUT PERMISSION FROM THE PERMIT ISSUING
AUTHORITY.
10. ALL LANDSCAPING SHOULD BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH
THE TOWN OF WENDELL'S STANDARDS.
11. DO NOT SCALE DRAWINGS. DIGITAL INFORMATION SHALL BE PROVIDED FOR
CONSTRUCTION.
12. ALL DIMENSIONS ARE REFERENCED FROM BACK OF CURB TO BACK OF CURB.
13. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM THE STRUCTURE IN
ALL LOCATIONS.
14. BUILDINGS SHALL BE FIELD STAKED BY A PROFESSIONAL SURVEYOR PRIOR TO
CONSTRUCTION.
15. ALL PARKING AREAS SHALL BE SURFACED WITH 6" CABC AND 2ASPHALT. DRIVE
AISLES SHALL BE SURFACES WITH 8" CABC AND 2 2' ASPHALT.
16. PROVIDE ELECTRICAL SERVICE TO ALL SIGN LOCATIONS.
17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECORDATION OF
ANY PROPOSED EASEMENTS REQUIRED BY THIS PLAN PRIOR TO THE CERTIFICATE
OF OCCUPANCY.
18. THE MUNICIPAL ADDRESS SHALL BE DISPLAYED ON ALL BUILDINGS AT LEAST 12"
TALL, READILY VISIBLE FROM THE STREET AND IN A COLOR CONTRASTING THE
BACKGROUND.
19. ALL GRADES SHOWN ARE FINISHED TOP OF MULCH. NEVER FILL MULCH ABOVE
FINISH FLOOR ELEVATIONS.
20. LOT RECORDATION NEEDS TO OCCUR PRIOR TO OBTAINING A BUILDING PERMIT FOR
THIS SITE.
21. THE OWNER/BUILDING MUST SUPPLY THE TOWN WITH A FINAL LETTER OF
CERTIFICATION FROM THE LIGHTING ENGINEER, LIGHTING MANUFACTURER, OR
AUTHORIZED LIGHTING CONTRACTOR VERIFYING THAT ALL SITE LIGHTING IS
INSTALLED ACCORDING TO TOWN STANDARDS, THE APPROVED PLANS AND ANY
APPLICABLE CONDITIONS.
VICINITY MAP
III
WATER ALLOCATION COMPLIANCE
BASE POINTS - MAJOR SUBDIVISION 38
CABANA WITH BATHROOM W/ CHANGING 2
POOL 2
VOLLEYBALL COURT 3
IPEMA CERTIFIED PLAYGROUND EQUIPMENT 6
TOTAL 51
SEWER FLOW
452 UNITS @ 250 GPD/UNIT = 113,000 GPD
THIS DRAWING IS THE PROPERTY OF:
The Spaulding Group, PA
and is not to be reproduced or copied in whole or in part without
permission from The Spaulding Group, PA. This drawing is not
to be used on any other project and is to be returned to
The Spaulding Group, PA, upon request.
QUANTITIES
PUBLIC SANITARY SEWER
8" DIP: 1,639 LF
8" PVC: 7,470 LF
8" SDR26: 5,175 LF
4"SERVICE: 453
PUBLIC STORM SEWER
15": 5,863 LF
18": 2,815 LF
24": 3,664 LF
30": 2,054 LF
36": 329 LF
I hereby certify that this Plan was approved by the (Administrator) or (TRC) of
the Town of Wendell on the day of 20_
Administrator
PUBLIC WATER
8" DIP: 12,211 LF
12"DIP: 2,986 LF
5/8" SERVICE: 453
PUBLIC ROADWAY
15,177 LF
INDEX TO PLANS
C-0.0
COVER SHEET
C-0.1
EXISTING CONDITIONS
C-1.0
OVERALL SITE PLAN
C-1.1--1.6
SITE PLAN
L-1
& 2
LANDSCAPE PLAN
1-3
LIGHTING PLAN
C-2.0
OVERALL UTILITY PLAN
C-2.1--2.6
UTILITY PLAN
C-3.0
OVERALL STORMWATER MANAGEMENT & GRADING PLAN
C-3.1--3.6
STORMWATER MANAGAGEMENT & GRADING PLAN
L-3
SCM PLANTING PLAN
C-4.0--6
EROSION CONTROL PLAN - PHASE 1
C-4.7--13
EROSION CONTROL PLAN - PHASE 2
C-4.14-20
EROSION CONTROL PLAN - PHASE 3
C-5.1
CHEVY PARK LANDING PLAN & PROFILE (STA 10+00-24+50)
C-5.2
CHEVY PARK LANDING PLAN & PROFILE (STA 23+50-30+50)
C-5.3
EQUINOX RIDGE TERRACE PLAN & PROFILE (STA 10+00-24+50)
C-5.4
CAMARO RIFT TRAIL PLAN & PROFILE (STA 10+00-24+50)
C-5.5
SILVERADO SUNSET LOOP PLAN & PROFILE (STA 10+00-24+50)
C-5.6
SILVERADO SUNSET LOOP PLAN & PROFILE (STA 23+50-31+00)
C-5.7
COUNTRY PASTURE COVE PLAN & PROFILE (STA 10+00-23+00)
C-5.8
SONNET TREE LOOP PLAN & PROFILE (STA 10+00-17+00)
C-5.9
IMPALA TRACE PLAN & PROFILE (STA 10+00-23+00)
C-5.10
IMPALA TRACE PLAN & PROFILE (STA 22+00-30+00)
C-5.11
BLAZER BEND PLAN & PROFILE (STA 10+00-22+00)
C-5.12
CORVAIR LANE PLAN & PROFILE (STA 10+00-17+00)
C-5.13
SUBURBAN MEADOW PASS PLAN & PROFILE (STA 10+00-18+50)
C-5.14
CAVALIER RIDER RUN PLAN & PROFILE (STA 10+00-19+00)
C-5.15
TRAVERSE MOUNTAIN DR & CORVETTE VIEW KNOLL PLAN & PROFILES
C-5.16
BRIGHT NOVA WAY & MALIBU SUNSET RUN PLAN & PROFILES
C-5.17
TAHOE VALLEY STREET PLAN & PROFILE (STA 10+00-17+50)
C-5.18
SEWER OUTFALL SS-1 & SS-3 PLAN & PROFILE
C-5.19
SEWER OUTFALL SS-2 PLAN & PROFILE
C-5.20
SEWER OUTFALL SS-4 & SS-5 PLAN & PROFILE
v-u.
I --6.2
LIUIVJ ULUb KUl-xU Vviurzi i-iG F''L/-\ N
C-6.3
LIONS CLUB ROAD TYPICAL SECTIONS
C-6.4
LIONS CLUB ROAD STRIPING PLAN
C-6.5
MORPHUS BRIDGE ROAD WIDENING PLAN
C-6.6
MORPHUS BRIDGE ROAD TYPICAL SECTIONS
C-6.7
MORPHUS BRIDGE ROAD STRIPING PLAN
C-6.8--6.9
TRAFFIC CONTROL PLAN
r.-6
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TRAFFIr, C.nNTRn1_ DETAII R
D-1.0
TYPICAL SECTIONS & DETAILS
D-1.1
TYPICAL TOWNHOME ELEVATIONS
D-2.0
PLAYGROUND EQUIPMENT & DETAILS
D-2.1--3
POOL CABANA ELEVATIONS
D-3.0
SITE DETAILS
D-3.1
SITE DETAILS
D-4.0
STORM DRAINAGE DETAILS
D-4.1--2
SCM DETAILS
D-5.0
EROSION CONTROL DETAILS
D-5.1
EROSION CONTROL DETAILS
D-6.0
EROSION CONTROL DETAILS
D-7.0
EROSION CONTROL DETAILS
D-8.0
SANITARY SEWER DETAILS
D-9.0
SANITARY SEWER DETAILS
D-10.0
SANITARY SEWER DETAILS
D-11.0
WATER DETAILS
D-12.0
WATER DETAILS
D-13--14
STORM
& SANITARY
STRUCTURE
&
PIPE
TABLE
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C-0.0
PROJECT NUMBER
962-19