HomeMy WebLinkAboutNCC242251_Site Plan or Location Map_20240724 DowSign Envelope ID:FD403D3D-E43C-45E6-A1E5-461B054A48BC
CONSTRUCTION PLANS FOR
SURVEY BENCHMARK SUMMARY INFORMATION
BENCHMARK IS NC GRID MONUMENT"GUNTER" DEVELOPMENT NAME: CHATHAM PARK SECTION 7.1 RESIDENTIAL SUBDIVISION PHASE 2
NAD 83(2001),N 716,792.43;E 1,954,320.02 CHATHAMNAVD 88/GEOID 12B ELEVATION:418.86 PARK SECTION • OWNER/DEVELOPER: CHATHAM PARK INVESTORS LLC w
LOCATION: EAST OF 15-501 AND NORTH OF SUTTLES ROAD u
CHATHAM COUNTY PARCEL#'S(PIN#'S): 60745(9752-17-5565)DB 1567 PG 800,7101(9752-27-6874)DB 1761 PG 1015
PARCEL DATA ZONING DISTRICT: PDD
PROPOSED USE: SINGLE FAMILY DETACHED
AKPAR: 60745 AKPAR: 7101 TC
PIN: 9752-17-5565 PIN: 9752-27-6874 •
OWNER: NOW OR FORMERLY CHATHAM OWNER: NOW OR FORMERLY RESIDENTIAL SUBDIVISION INDEX O F SHEETS IL
PARK INVESTORS LLC CHATHAM PARK INVESTORS LLC
ZONING: PDD ZONING: PDD
AREA: 7.347 AC AREA: 124.181 AC Sheet Number Sheet Title C
IL
O.
AKPAR: 90944 C0.00 COVER i
PIN: 9752-18-688 p
OWNER: NOW OR FORMERLY PHASE 2 C0.01 GENERAL NOTES&LEGENDS
CHATHAM PARK INVESTORS LLC
ZONING: PDD C1.00 OVERALL EXISTING CONDITIONS&DEMOLITION PLAN
AREA: 25.140 AC
C1.01 TREE COVERAGE
PITTSBORO NORTH CAROLINA CHATHAM COUNTY PLAN
f C1.02 OPEN SPACE&PARKARK LALAND AREA PLAN
SITE DATA TABLE APRIL 19,2024 C2.00 OVERALL SUBDIVISION PLAN
- C2.01 SUBDIVISION PLAN
TOTAL ACREAGE 68.61 AC �1`-c ^* ,,
PHASE ACREAGE 33.98 AC �- y C2.02 SUBDIVISION PLAN
ACREAGE THROUGHFARE/R/W 3.54 AC � 3
C3.00 OVERALL UTILITY PLAN
ACREAGE TOTAL MINUS R/W 30.17 AC
PROPOSED#OF LOTS 70 EA `�
C3.01 UTILITY PLAN
SINGLE FAMILY 70 EA I Ur C3.02 UTILITY PLAN
PROPOSED DENSITY 2.080 DU/AC _ „ - ��i I C4.00 OVERALL STORM DRAINAGE&GRADING PLAN
MINIMUM LOT AREA 5,400 SF _( J SITE I I1)))
MEDIAN LOT AREA 6,495 SF �s� C4.01 STORM DRAINAGE PLAN
AVERAGE LOT AREA 7,130 SF `) - I i / / / / /L I C4.02 STORM DRAINAGE PLAN
MINIMUM LOT WIDTH 38 LF f m _ i���
LF OF STREETS 2,598 LF J I , l - :11111:17:11:111717;
J U / C5.01 GRADING PLAN
\
LF OF 5'SIDEWALK 5,194 LF I= - `4 ' ) C5.02 GRADING PLAN
LF OF 10'MULTI USE PATH NA LF
LF OF 10'GREENWAY 1802 LF \ ` -'i/ C6.00 EROSION AND SEDIMENT CONTROL NOTES&CALCULATIONS
LF OF 18"CURB&GUTTER 206 LF O�O /
LF OF 30'CURB&GUTTER 5,240 LF I O 1�'vi,. - -r
� ,� o' C6.01 OVERALL EROSION CONTROL PLAN-STAGE I
_i11►� ,
s _ :p� C6.02 EROSION CONTROL-STAGE I
LF OF 6"WATERLINE 2,853 LFLF OF STORM DRAINAGE 5,936 LF C6.03 EROSION CONTROL-STAGE I
LF OF SEWER LINES 2,990 LF /L7 �`S ,��``
P� C6.04 OVERALL EROSION CONTROL PLAN-STAGE II
PARKING REQUIRED(2 SPACES/UNIT) 2 EA _
PARKING PROVIDED(2 SPACES/UNIT) 2 EA T \ ---y `� C6.05 EROSION CONTROL-STAGE II
GUEST PARKING REQUIRED 0 EA i J - V_...,_ : J/-J C6.06 EROSION CONTROL-STAGE II
GUEST PARKING PROVIDED 0 EA i/ � ) �\,
IMPERVIOUS DATA �( i4 C7.00 DALEY DRIVE PLAN&PROFILE
TOTAL PROPOSED IMPERVIOUS AREA 387,267 SF(26.16%OF PHASE) \ SI C7.01 DALEY DRIVE CONT.PLAN&PROFILE
ROADS(PUBLIC) 85,748 SF ��
SIDEWALK(PUBLIC) 26,054 SF GRAPHI00 000 w®
C SCALES C7.02 RYDER COURT PLAN&PROFILE
GREENWAYS 18,015 SF C7.03 SANITARY OUTFALL PLAN&PROFILE
LOTS 257,450 SF n noon C7.04 SUTTLES WATER&FM CONNECTION-PLAN&PROFILE
FUTURE OFF-SITE IMPERVIOUS ALLOCATION 89,833 SF
PARK AND OPEN SPACE CALCULATIONS BOARD OF COMMISSIONERS PLAN APPROVAL C7.05 STORM OUTFALL PROFILES
OPEN SPACE REQUIRED 0.7 AC(, *70) C7.06 GREENWAY-PLAN&PROFILE
PROJECT NAME:CHATHAM PARK SECTION 7.1 RESIDENTIAL SUBDIVISION PHASE 2
OPEN SPACE PROVIDED 6.48 AC PROJECT NUMBER:TOP#PB-22-101 C7.07 GREENWAY-PLAN&PROFILE
PARK LAND REQUIRED 2.8 AC(25*70) APPROVAL DATE:3/27/2023 C8.01 SCM 1 PLAN&DETAILS
PARK LAND PROVIDED 1.50 AC(REMAINDER OF REQUIREMENT TO BE
MET VIA OFF-SITE DEDICATION) TOWN OF PITTSBORO SIGNATURE SET REVISIONS C8.02 SCM DETAILS
CONSTRUCTION PLAN APPROVAL C10.00 TYPICAL ROAD SECTION
0 ISSUED FOR CONSTRUCTION DATE:04/19/24
SETBACKS ENGINEERING: DATE:
C10.01 SUBDIVISION DETAILS
PLANNING: DATE:
SINGLE FAMILY C10.02 WATER&SEWER DETAILS
PUBLIC WORKS: DATE:
MINIMUM FRONT SETBACK: 10' FIRE DEPARTMENT: DATE: C10.03 WATER&SEWER DETAILS
MINIMUM TO GARAGE FRONT: 20'
il EROSION CONTROL: DATE: C10.04 WATER&SEWER DETAILS
MINIMUM SIDE SETBACK: 3'
MINIMUM REAR SETBACK: 15' C10.05 STORM DRAINAGE DETAILS
I CERTIFY THAT THESE PLANS WERE PREPARED AND THAT THIS PROJECT SHALL
BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING PLANS,THE LATEST C10.06 STORM DRAINAGE DETAILS
_ EDITION OF THE INFRASTRUCTURE&UTILITY DESIGN AND CONSTRUCTION
SEWER ALLOCATION STANDARDS OF THE TOWN OF PITTSBORO AND OTHER APPLICABLE TOWN C10.07 EROSION CONTROL DETAILS
ORDINANCES AND POLICIES.THE ENGINEER WHOSE SEAL AND SIGNATURE C10.08 EROSION CONTROL DETAILS
E APPEAR BELOW CERTIFIES THAT THE TOWN OF PITTSBORO DESIGN AND
SEWER ALLOCATION CONSTRUCTION STANDARDS HAVE BEEN THOROUGHLY REVIEWED FOR C10.09 NCDEQ NCGO1 PLAN SHEET
LOT TYPES UNITS FLOW FACTOR TOTAL(GPD) APPLICABILITY TO THIS PARTICULAR PROJECT.ANY PROPOSED EXCEPTIONS OR L1.00 OVERALL LANDSCAPE PLAN
3 SINGLE FAMILY DEVIATIONS FROM THE STANDARDS ARE LISTED SPECIFICALLY ON SHEET N/A OF
THESE DRAWINGS. FURTHERMORE,THESE PLANS WERE PREPARED IN L1.01 LANDSCAPE PLAN
3-BEDROOM 70 3 BRx60 12,600 CONFORMANCE WITH THE APPROVED PRELIMINARY SITE PLAN FOR THIS PROJECT. L1.02 LANDSCAPE PLAN
12,600
L2.00 LANDSCAPE&BUFFER DETAILS
s CONTACT LIST: PREPARED BY: DEVELOPER: CONSTRUCTION PLANS FOR
Ie°Ocoo04 CA/j0%° RESIDENTIAL SUBDIVISION
ry e,,(°° CHATHAM PARK CHATHAM PARK SECTIONHASE 2
ALICIA ALBINI GARETH AVANT a°. ..0FESS/0°eo 9 oe 1/ WR PROJECT NO.02190098.64
WithersRavenel INVESTORS LLC MUNI PRO NO:CD-2023-06
$ [• Ny MUNI NAME:TOWN OF PITTSBORO
WithersRavenel WithersRavenel O a Q SEAL o `
? 115 MacKenan Drive 115 MacKenan Drive �9� °, 036348 ° 04/19/2024
Cary,NC 27511 Cary,NC 27511 105 WESTON ESTATES WAY
919-469-3340 919-469-3340 %0115 MacKenan Drive I Cary,NC 27511 CARP,ES ON27513ES
aammi@wRnersraveneLcom gavant®withersravenel.com Knewwlebh1lOML 'S°\c'PG INE�e°°~° License#:F-1479 I t:919.469.3340 1 Www.withersravenel.conl CHATHAM PARK
B can........ °°°9�p >=e=^^"' z0z4 PHONE#:919-481-3000
R =sae.a8v;°FQ C.P°° " Many Choices.One Place.
S ° ooa oa°°°° ATTENTION:MR.CHUCK SMITH,PLA,ASLA 0
C F3MCCUMaN4 A�