NCC221339_Site Plan or Location Map_20220406

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PROJECT SITE DATA
DEVELOPER:
TOLL BROTHERS
2310 T.W. ALEXANDER DRIVE
RALEIGH, NORTH CAROLINA 27617
OWNER:
ESC VENTURES, LLC
501 EARL GOODWIN ROAD
APEX, NORTH CAROLINA 27502
PIN NUMBER:
0639311837
REID:
0032148
PROJECT AREA:
GROSS AREA:
FUTURE DEVELOPMENT AREA:
NET AREA FOR DENSITY CALCULATIONS:
119.50 AC.
1.94 AC.
117.56 AC.
ZONING:
R-10 CU (SEE C-2.0 CONDITIONS)
EXISTING USE:
VACANT
PROPOSED USE:
SINGLE FAMILY HOMES
236 LOTS
INSIDE CITY LIMITS:
NO
INSIDE TOWN FLOOD
HAZARD BOUNDARY
NO
FEMA FIRM MAP:
3720062800J PANEL 0628 DATED MAY
2, 2006
RIVER BASIN:
CAPE FEAR
DENSITY CALCULATIONS
MAXIMUM (PER 19-REZ-06)
2.10 DU/AC
PROPOSED (236 UNITS / 117.56 AC)
2.01 DU/AC
MAX BUILDING HEIGHT
35 FEET
AVERAGE LOT SIZE
8.525 SF
MIN. / MAX LOT SIZE
7,559 SF / 12,601 SF
PHASE 1
PROJECT AREA:
135.77 AC.
MAX. LOT IMPERVIOUS:
14,000 SF
PROPOSED USE:
ISINGLE FAMILY HOMES 45 LOTS
PHASE 1 SINGLE FAMILY PARKING
SINGLE FAMILY REQUIRED: 90 SPACES (2 SPACES PER DWELLING UNIT)
PROVIDED: 90 SPACES
DEVELOPMENT DENSITY
CALCULATION TABLE
TOTAL LAND AREA:
119.50 AC.
PERIMETER R/W:
-1.94 AC.
NON -DEVELOPED AREA:
-6.97 AC.
REQUIRED OPEN SPACE:
-11.95 AC.
FLOOD WAY:
-0.00 AC.
TOTAL:
98.64 AC.
SURVEY BENCHMARK NOTES
1. HORIZONTAL DATUM: NAD83
BENCHMARK: NGS MONUMENT: WHIPER,
N: 815060.060, E: 2148019.77
SINGLE FAMILY LOT WAIVERS
LOT AREA:
7,500 SF
LOT WIDTH:
60'
LOT DEPTH:
86'
LOT FRONTAGE:
30'
FRONT YARD:
20'*
SIDE YARD:
5'
AGGREGATE SIDE YARD:
5'
REAR YARD
25'
* A 25' DRIVEWAY, MEASURED FROM THE
R/W MUST BE PROVIDED FOR HOUSES
WITH TWO CAR GARAGES.
PREVIOUS APPROVALS:
2. VERTICAL DATUM: NAVD88
BENCHMARK: NGS MONUMENT: WHIPER, REZONING 16-REZ-06
EL = 427.27 DEVELOPMENT OPTIONS 20-DO-01
SEWER FLOW CALCULATIONS
1. PROPOSED SEWER FLOW IS 11,475 GPD.
(45 UNITS X 255 GPD/UNIT)
2. ALL FLOWS ARE ESTIMATES AND ARE SUBJECT TO CHANGE AS
PLANS ARE AMENDED AND DEVELOPED.
3. METHODOLOGY DERIVED FROM TOWN OF HOLLY SPRINGS
PUBLIC UTILITIES HANDBOOK.
GENERAL NOTES
REGENCY SUBDIVISION -PHASE 1
PHASE 1 PUBLIC IMPROVEMENT
QUANTITIES
ITEM
TOTAL SIZE OF TRACT
119.50
AC.
TOTAL AREA DISTURBED
63.00
AC.
LENGTH
OF SIDEWALK (5')
6,597
LF
LENGTH
OF SIDEWALK - OFF -SITE
1,972
LF
LENGTH
OF TRAIL (8) - PRIVATE
1,015
LF
LENGTH
OF STREETS
3,795
LF
LENGTH
OF STREETS - OFF -SITE
1 /2
1,857
LF
SURFACE AREA OF ASPHALT
97,987
SF
SURFACE ARE OF ASPHLAT - OFF
-SITE
80,359
SF
LENGTH
OF WATERLINE (6" DIP)
336
LF
LENGTH
OF WATERLINE (8" DIP)
6,656
LF
LENGTH
OF WATERLINE (12" DIP)
1,905
LF
LENGTH
OF RECLAIMED WATERLINE
(4")
831 LF
LENGTH
OF RECLAIMED WATERLINE
(6")
67 LF
LENGTH
OF RECLAIMED WATERLINE
(8")
5,960
LF
LENGTH
OF RECLAIMED WATERLINE
(16")
1,372
LF
LENGTH
OF SEWER LINE (8" PVC)
4,335
LF
LENGTH
OF SEWER LINE (8" DIP)
1,492
LF
LENGTH
OF FORCE MAIN (4" PVC)
1,773
LF
LENGTH
OF STORM DRAINAGE
7,857
LF
NUMBER
OF SCM'S < 5 AC.
-
NUMBER
OF SCM'S > 5 AC.
3
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE CURRENT TOWN OF HOLLY SPRINGS
ENGINEERING DESIGN AND CONSTRUCTION
STANDARDS
HOLLY SPRINGS NEW HILL ROAD
HOLLY SPRINGS, NORTH CAROLINA
CONSTRUCTION DRAWINGS
TOHS PROJECT NUMBER: 20-13-01
PROJECT NUMBER: TOL-20030
PRELIMINARY PLAN APPROVAL DATE: MARCH 16, 2021
I CERTI FY TH AT TH ES E PLANS WERE PREPARED AND THAT THIS PROJECT SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING PLANS, THE LATEST EDITION
OF THE ENGINEERING DESIGN AND CONSTRUCTION STANDARDS OF THE TOWN OF
HOLLY SPRINGS AND OTHER APPLICABLE TOWN ORDINANCES AND POLICIES. THE
ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BELOW CERTIFIES THATTHE
TOWN OF HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION STANDARDS
HAVE BEEN THOROUGHLY REVIEWED FOR APPLICABILITYTO THIS PARTICULAR
PROJECT. ANY PROPOSED EXCEPTIONS OR DEVIATIONS FROM THE STANDARDS ARE
LISTED SPECIFICALLY ON SHEET OF THESE DRAWINGS. FURTHERMORE, THESE
PLANS WERE PREPARED IN CONFORMANCE WITH THE APPROVED PRELIMINARY
PLAN FOR THIS PROJECT.
1. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS.
2. CONSTRUCTION DRAWING APPROVAL IS REQUIRED PRIOR TO BEGINNING CONSTRUCTION.
DEVELOPMENT FEES (ACREAGE, FEE IN LIEU OF ASSESSMENT AND INSPECTION FEES AND OTHERS AS
REQUIRED MAY BE APPLICABLE) ARE DUE BEFORE CONSTRUCTION DRAWING APPROVAL.
3. THE PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING APPROVAL.
4. ALL STREETS SHALL BE PUBLIC.
5. THIS PLAN IS USING THE "DEVELOPMENT OPTIONS" PER TOWN OF HOLLY SPRINGS CODE SECTION 2.09
WHICH ACCOUNTS FOR DEVIATIONS IN THE REQUIREMENTS FOR THE R-10 ZONING DISTRICT.
6. THE HOA SHALL MAINTAIN THE OPEN SPACE AND ALL LANDSCAPING IN COMMON AREAS.
7. THE MINIMUM DRIVEWAY LENGTH FOR A FRONT LOAD GARAGE IS 25' MEASURED FROM THE
RIGHT-OF-WAY (THIS APPLIES TO DOUBLE CAR GARAGES).
8. ALL LOTS ADJACENT TO COMMON OPEN SPACE AND SIDE FACADES THAT FACE RIGHTS -OF -WAYS WILL
BE REQUIRED TO MEET THE SIDE AND REAR DESIGN FEATURES TABLE (TABLE 2.09 C-5 IN THE TOWN OF
HOLLY SPRINGS UNIFIED DEVELOPMENT ORDINANCE. THIS TABLE IS ON THE COVER SHEET).
9. ALL INTERIOR STREETS SHALL BE PUBLIC.
10. PARCELS THAT MAKE UP OVERALL PROJECT AREA TO BE RECOMBINED.
11. NO MORE THAN 85% OF BUILDING PERMITS SHALL BE ISSUED PRIOR TO THE COMPLETION OF ALL
DEVELOPED RECREATIONAL OPEN SPACE.
12. ALL POWER SERVICES WILL BE UNDERGROUND.
13. EACH HOME SHALL BE SUBJECT TO THE RESIDENTIAL DESIGN FEATURES FOR FRONT, SIDE AND REAR
FACADES AT THE TIME OF BUILDING PERMIT.
14. ALL RETAINING WALLS REQUIRE A BUILDING PERMIT. WALLS GREATER THAN 4' IN HEIGHT WILL
REQUIRE ENGINEERING DESIGN APPROVAL AT CONSTRUCTION DRAWING REVIEW AS WELL AS
BUILDING PERMIT. ENSURE THAT NO UTILITIES WILL BE IN CONFLICT WITH STRUCTURAL
REINFORCEMENT OF THE WALL.
15. ALL EXISTING STRUCTURES WITHIN PROPERTY LIMITS TO BE REMOVED EXCEPT FOR THE TREE LISTED IN
CONDITIONAL USE PERMIT CONDITION #5.
16. THIS PROJECT WILL MEET THE INTERIOR STREETSCAPE REQUIREMENTS OF DEVELOPMENT OPTIONS BY
EITHER A FIVE (5) FOOT OR MORE VARIATION APPLICABLE TO AT LEAST ONE (1) OF EVERY FOUR (4)
LOTS ALONG A BLOCK FACE, OR SHALL PROVIDE DOCUMENTARY ASSURANCES THAT SUFFICIENT
VARIATION SHALL EXIST IN THE DESIGN AND APPEARANCE OF ADJACENT DWELLING UNITS NECESSARY
TO AVOID A MONOTONOUS BUILDING DESIGN AND STREETSCAPE.
17. THIS PROJECT IS LOCATED IN THE TRIASSIC BASIN. STREETS AND UTILITIES LOCATED IN THE TRIASSIC
BASSIN WILL REQUIRE CERTAIN SPECIAL CRITERIA FOR CONSTRUCTION.
OPEN SPACE/ TRAILS SUMMARY
TOTAL LAND AREA
119.53 AC
OPEN SPACE
REQUIRED
PER DEVELOPMENT OPTION: 11.95 AC (10%)
PROVIDED: 51.47 AC (43.06%)
DEVELOPED RECREATION
OPEN SPACE
REQUIRED:
5.98
AC (5% OF TOTAL AREA)
PROVIDED: 6.08
AC (5.09%)
PASSIVE OPEN SPACE
(EXCLUDES WETLANDS,
FLOODPLAINS, FLOODWAYS,
ENVIRONMENTAL AREAS, STEEP
SLOPES AND EASEMENTS)
REQUIRED:
5.98
AC (5% OF TOTAL AREA)
PROVIDED: 30.55
AC (25.56%)
PRIVATE WALKING TRAIL LINEAR
FEET
PROPOSED:
+/-
1015 LF
TREE PRESERVATION AREA
REQUIRED:
23.9
AC (20%)
PROVIDED: 27.09
AC (22.6%)
Know what's below.
Call before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR
(1-800-632-4949) AT LEAST 3 FULL BUSINESS
DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES
LOCATED. CONTRACTOR SHALL CONTACT
ANY LOCAL UTILITIES THAT PROVIDE THEIR
OWN LOCATOR SERVICES INDEPENDENT OF
"NC811 ".
REPORT ANY DISCREPANCIES TO THE
ENGINEER IMMEDIATELY.
DATE: MARCH 17J. 2021
Sheet List Table
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1 REVISED BOUNDARY SURVEY BY ECLS
1-7 EXISTING CONDITIONS BY ESE
C2.00 OVERALL SITE PLAN
C2.00A OPEN SPACE PLAN
C2.01 SITE PLAN - AREA "A"
C2.02 SITE PLAN - AREA "B"
C2.03 SITE PLAN - AREA "C"
C2.04 SITE PLAN - AREA "D"
C2.06 SITE PLAN - AREA "F"
C3.00 OVERALL GRADING & STORM DRAINAGE PLAN
C3.01 GRADING & STORM DRAINAGE PLAN - AREA "A"
C3.02 GRADING & STORM DRAINAGE PLAN - AREA "B"
C3.03 GRADING & STORM DRAINAGE PLAN - AREA "C"
C3.04 GRADING & STORM DRAINAGE PLAN - AREA "D"
C3.06 GRADING & STORM DRAINAGE PLAN - AREA "F"
C3.09 GRADING & STORM DRAINAGE STRUCTURE TABLES
C4.00 OVERALL UTILITY PLAN
C4.01 UTILITY PLAN- AREA "A"
C4.02 UTILITY PLAN- AREA "B"
C4.03 UTILITY PLAN- AREA "C"
C4.04 UTILITY PLAN- AREA "D"
C4.06 UTILITY PLAN- AREA "F"
C5.00 PLAN & PROFILE STREET "A"
C5.01 PLAN & PROFILE STREET "A" & STREET "A" EYEBROW
C5.02 PLAN &PROFILE STREET "B"
C5.03 PLAN & PROFILE STREET "C"
C5.04 PLAN & PROFILE WHITE MULBERRY LANE
C5.05 PLAN & PROFILE WHITE MULBERRY LANE
C5.06 PLAN & PROFILE STREET "E"
C5.07 PLAN & PROFILE STREET "E" & SANITARY OUTFALL
C5.08 PLAN & PROFILE HOLLY SPRINGS NEW HILL ROAD
C5.09 PLAN & PROFILE HOLLY SPRINGS NEW HILL ROAD
C6.00 EROSION CONTROL NOTES
C6.10 OVERALL EROSION CONTROL PLAN - STAGE 1
C6.11 EROSION CONTROL PLAN - STAGE 1 - AREA "A"
C6.12 EROSION CONTROL PLAN - STAGE 1 - AREA "B"
C6.13 EROSION CONTROL PLAN - STAGE 1 - AREA "C"
C6.14 EROSION CONTROL PLAN - STAGE 1 - AREA "D"
C6.15 EROSION CONTROL PLAN - STAGE 1 - AREA "E"
C6.16 EROSION CONTROL PLAN - STAGE 1 - AREA "F"
C6.20 OVERALL EROSION CONTROL PLAN - STAGE 2
C6.21 EROSION CONTROL PLAN - STAGE 2 - AREA "A"
C6.22 EROSION CONTROL PLAN - STAGE 2 - AREA "B"
C6.23 EROSION CONTROL PLAN - STAGE 2 - AREA "C"
C6.24 EROSION CONTROL PLAN - STAGE 2 - AREA "D"
C6.25 EROSION CONTROL PLAN - STAGE 2 - AREA "E"
C6.26 EROSION CONTROL PLAN - STAGE 2 - AREA "F"
C8.00 SITE DETAILS
C8.01 SITE DETAILS
C8.02 STORM DRAINAGE DETAILS
C8.03 EROSION CONTROL DETAILS
C8.04 EROSION CONTROL DETAILS
C8.05 WATER DETAILS
C8.06 SEWER DETAILS
C9.00 STORMWATER CONTROL MEASURE "A" PLAN VIEW
C9.01 STORMWATER CONTROL MEASURE "A" DETAILS
C9.02 STORMWATER CONTROL MEASURE "A" DETAILS
C9.03 SCM "A" LANDSCAPE PLAN
C9.11 STORMWATER CONTROL MEASURE "B" DETAILS
C9.12 STORMWATER CONTROL MEASURE "B" DETAILS
C9.10 STORMWATER CONTROL MEASURE "B" PLAN VIEW
C9.13 SCM "B" LANDSCAPE PLAN
C9.20 STORMWATER CONTROL MEASURE "C" PLAN VIEW
C9.21 STORMWATER CONTROL MEASURE "C" DETAILS
C9.22 STORMWATER CONTROL MEASURE "C" DETAILS
C9.23 SCM "C" LANDSCAPE PLAN
TREET PRESERVATION PLAN FROM APPROVED
L1.20
DEVELOPMENT OPTIONS
L5.00
OVERALL LANDSCAPE PLAN
L5.01
LANDSCAPE PLAN - AREA "A"
L5.02
LANDSCAPE PLAN -AREA "B"
L5.03
LANDSCAPE PLAN - AREA "C"
L5.04
LANDSCAPE PLAN -AREA "D"
L5.06
LANDSCAPE PLAN -AREA "F"
L5.09
MEDIAN LANDSCAPE PLAN
L5.10
LANDSCAPE NOTES & DETAILS
L6.01-02
SITE LIGHTING PLAN BY DUKE ENERGY
1-31
OFF SITE IMPROVEMENTS BY RAMEY KEMP ASSOC.
STA. 9+50 TH RU STA. 21+50
STA. 21+50 TH RU STA. 25+50,
STA. 9+50 TH RU STA. 17+00
STA. 9+50THRU 15+50
STA. 9+50 TH RU STA. 19+00
STA. 9+50 TH RU STA. 20+50
STA. 9+50 TH RU STA. 20+50
STA. 20+50 TH RU STA. 27+50,
STA. 9+50THRU 12+00
STA. 13+50 TH RU STA. 24+50
STA. 24+50 TH RU STA. 30+00
VICINITY MAP
1=500'
LEGEND
NPHASE 1
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CONTACT
JEREMY FINCH
[e-mail]
PHONE: [phone]
CLIENT
TOLL BROTHERS, INC.
14529 GRAND PALISADES PARKWAY
CHARLOTTE, NORTH CAROLINA 28272
PHONE: [phone]
PROJECT DIRECTORY
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REVISIONS
NO. DATE
1 07. 09. 2021
2 08. 27. 2021
3
4
5
6
REVISED PER TOHS COMMENTS
REVISED PER TOHS COMMENTS
CONSTRUCTION
DRAWINGS FOR:
REGENCY SUBDIVISION
PHASE 1
HOLLY SPRINGS NEW HILL ROAD
HOLLY SPRINGS, NORTH CAROLINA
PROJECT NUMBER: TOL-20030