HomeMy WebLinkAboutSW6240101_Plansheet - Proposed Conditions/Site Plan_20240724 Docusign Envelope ID:2FCOE2D4-OF5C-4CCC-A7E9-AD36A543EFE3
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1 \ \ ANN a I.a 0lI �, Oa->a-zasa aaa , , e 8.� / aCOUNTYREEN:,, e -' E I S
DEVELOPER INFORMATION jl \\\ \\\\ � `-------___-`\ \�� aaPIN
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BS LAND, LLC / \ \ T���_ \ � ,/ ' / I \ 1 \ \ 6' ' w
466 STANCIL RD. / \\ \\\ \\ `\\ \_\ // j \ `\\ UP , n'I V 0
ANGIER, NC 27501 \\ \ \ PHASING `�\ ,' // I / \\ \\ ram\ / �\(j ! \Cj C
PIN#0528-65 5623.000(OWNER BS LAND, LLC) /// / \\ \\ PHASE 1: ��-___--J,��/ / I -----_____- __ ' / \\ J \\ EIS , Pv ,/ CO
DEED BOOK4178,PG 163 , / \ `\ LOTS 1-27 / I I /' --- wWWNaoU"A, \ ----J D
LOTS 42-89 1 / oaz8-844--aw"�a.°Noao \ UP � //� �f a z
as MD va 310 CV o, �
PIN#0528-85-8919.000(OWNER 27 RIVER FARMS, LLC) \ / p w
DEED BOOK 3840,PG 8a9� �,/ ,' \ ��\ FUTURE PHASE
` LOTS28-41
Z'UNi=@:-R-A-a0�CONS � _ .' \ / \� // G 'J �� w
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MIN. LOT SIZE:25,000 SIF --- ��' \ NCDOT NOTES: �\ HRW NOTES: I ��/ �GN 60�R
LAND USE:AGRICULTURAL � I w
_� WETLANDS DELINEATED BY: \ 1. ALL INTERNAL INTERSECTIONS REQUIRE 9.A+11 11 JM RADIUS OF 25'. 1. WATERLINE CONSTRUCTION AND TIE-IN WILL NEED TO BE
LAND USE CLASSIFICATa13N� - ` 2. A MINIMUM CENTERhiNE RADIUS OF 310',rS REQUIRED. COORDINATED AND INSPECTED BY HRW CONSTRUCTION INSPECTOR .' w
WETLAND SOLUTIONS, LLC \
AGRICULTUI�A'C&LOW DET -Y-R€SI�E-P}•TMI- ` 3 ALL CONSTRUCTION SHAttSE,�N ACC&RDANCE ITH HARNETT 2. NCDOT UTILITIES MANUAL DATED 2022 SECTION 3.4.9.1 REQUIRES
/ POST OFFICE BOX 244 \ \� _ LL
/ COUNTY AND NCDOT STANDARDS I FIRE HYDRANTS TO BE LOCATED AT BACK OF DITCH.WATER METERS
TOTAL LOTS: / 89 Lots BUNNLEVEL, NC 28323 I WILL ALSO NEED TO BE LOCATED AT THE BACK OF THE DITCH.THE
T{�TAL-AF E& 70.0 Acres (910) 890-2779 \ ,, /
\ WATER LINE IS LOCATED AT THE FRONT OF THE DITCH. /
NOTE \\ ,� \ I --- / ( ]
SETBACKS: 1. HOMEOWNEF��S ASSOCIFjT-F�SfV SHALL BE F�ESPONSILE FOR \ -'� /'' �� -- `J o
FRONT-35' IMPERVIOUS AREA CALCULATIONS: MAINTENANCE�-9P1 N SPACE&MAIL KI@SK. \ / "
SIDE-10' 2. 20'PAVEMENT IS THE MINIMUM LANE WIDT i NOT INC�t�1DING / ,� �'� /� ( 2
\\ 0
REAR-25' DRAINAGE TO BEAR BRANCH(WEST)LOTS 1-4,63-70,71-89 CURBING ` I /' �/ ��__
CORNER-20' AREA: 1,469,721 SF 3. STREET LIGHTS SHALL BE SPACED NO MORE\THAN 300'APART PER r// ,/ ,/ \`------- o
SURFACE WATER AREA:269,402 SF HARNETT COUNTY LIDO. `\ ��`` CERTIFICATION OF OWNERSHIP AND DEDICATION
FLOOD INFORMATION-ZONE X TRACT AREA-SURFACE WATER AREA: 1,200,319 SF 4. FIRE HYDRANTS SHALL BE LOCATED IN SUCH A MA'Nt�ER THAT NO 1 /'� �,�� LLJ N m
FIRM PANEL#372005800J, DATED 10-03-06 IMPERVIOUS AREA ALLOWED:24%MAX(LOW DENSITY) PRIMARY STRUCTURE IS FURTHER THAN 500 FEET FRbM A - ----,I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY SHOWN AND DESCRIBED 1 / i E
1,200,319 SF X 0.24=288,077 SF MAXIMUM ALLOWABLE IMPERVIOUS HYDRANT.THE DISTANCE BETWEEN HYDRANTS SHALL BE HEREON,WHICH IS LOCATED IN THE SUBDIVISION JURISDICTION OF HARNETT COUNTY, // j // ,�' I__I_ N\
STREET DATA: j ID
MEASURED ALONG STREET CENTERLINES. THERE SHALL BE AT NORTH G \OLINA AND THAT I HERE ADOPT THIS PLAN OF SUBDIVISION WITH MY FREE / ^\ �� / v cv
STREET A:2500 LF IMPERVIOUS AREA BY DESIGN LEAST ONE FIRE HYDRANT AT EACH INTERSECTION. WHEN --___ CONSENT,ESTABLISH MINIMUM BUILDING SETBACK LINES,AND DEDICATE ALL STREETS, // /�� -� /ice LLJ o
--ALLEYS,WALKS�RARKS,AND OTHER SITES AND EASEMENTS TO PUBLIC OR PRIVATE USE
STREET B:305 LF 79,760 SF ASPHALT RESIDENTIAL INTERSECTIONS ARE LESS THAN 700 FEET APART A ( /'
STREET C:447 LF 207,700 SF(6,700 SF/LOT X 31 LOTS) HYDRANT IS NOT REQUIRED BETWEEN THE INTERSECTIONS. AS NOTE13,,FURTHERMORE, I HEREBY DEDICATE ALL SANITARY SEWER AND WATER / \ /' � o
STREET D:406 LF 287,460 SF TOTAL IMPERVIOUS BY DESIGN 23.95% LINES TO THOUN Y OF HARNETT. -- -----� 1 /' <
( ) 5. ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT&PRIVATE. 1 , �� o <
STREET E: 180 LF THE MAINTENANCE OF ALL SAID DRAINAGE EASEMENTS SHALL BE
STREET F:464�___-__--- �\ 6,700 SF MAXIMUM IMPERVIOUS AREA PER LOT(INCLUDES AREA THE RESPONSIBILITY OF INDIVIDUAL LOT OWNERS
-----
ST1�ET-' 1522 LF \\` ,� -------B�TWE€NJ /W AND EDGE OF PAVEMENT) 6. NC 27 IS ON THE NCDOT THOROUGHFARE PLAN AS A LOCAL ROAD.
STREET H:414 LF _ ----� DATE I I OWNER 1 /' Q o
_ _ 7. APPROVAL OF THIS PLAT/PLAN DOES NOT GUARANTEE WATER I
_ �� CAPACITY OR WASTEWATER CAPACITY.CURRENT/FUTURE j I I If �J v
PUBLIC WATER IS AVAILABLE _- ---------- DRAINRCTO WALKERS CREEK(EAST)LOTS 5-62 CAPACITY MAY NOT BE AVAILABLE.THIS DEVELOPMENT MAY , I
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TRACT AREA:-t,st5-,4 , °F--__ `\ REQUIRE ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER 1 II l) j / Qrfo 75
LOTS TO BE SERVED BY INDIVIDUAL SEPTIC SYSTEMS SURFACE WATER AREA:0 SIF \\ `� AND WASTEWATER SYSTEM TO MEET FUTURE WATER AND I HEREBY CE TIFY1 THAT THE DEVELOPMENT HEREON HAS BEEN /
TRACT AREA-SURFACE WATER AREk4 615,4'/8\SF WASTEWATER DEMANDS PRIOR TO A PRELIMINARY PLAT, GRANTED P ELIMk ARY APPROVAL BY THE HARNETT COUNTY /' i LL I < Q
PROPERTY IS NOT LOCATED IN WS-IV WATERSHED DISTRICT IMPERVIOUS AREA ALLOWED:24%MAX(LOW DEN�DFTY) CONSTRUCTION PLAN AND/OR FINAL PLAT APPROVAL DEVELOPMEI4T REVIEW BOARD PURSUANT TO THE REGULATIONS SET _ ------------� �' GRAPHIC SCALE O Z
1,615,473 SF X 0.24=387,714 SF MAXIMUM ALLC) ABLE IMPERVIOUS 8. SIGN WILL BE PLACED MINIMUM 20'FROM INTERSECTION RAN.A
\ FOR BY E-911 ADDRESNING, ENVIRONMENTAL HEALTH, FIRE MARSHAL,
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PROPERTY LIES WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL \ \ SEPARATE PERMIT WILL BE REQUIRED PRIOR TO CONSTRUCTION \ / 160 ! 0 80 160 320 640 w
DISTRICT IMPERVIOUS AREA BY DESIGN 9. STREETSCAPE BUFFER SHALL REMAIN IN PERPETUITY PLANNING, AND PUBLIC UTILITIES OF HARNETT COUNTY, NC, SUBJECT TO Lv/T J o
69,976 SF ASPHALT 10. NO DISCHARGE OR DISTURBANCE IS ALLOWED WITHIN THE RECORDATION IN THE HARNETT COUNTY OFFICE OF REGISTER OF J <
STREETSCAPE BUFFERS AND DRAINAGE EASEMENTS ARE TO BE 316,800 SF(7,200SF/LOT X 44 LOTS) WETLANDS DEEDS WITHIN THIRTY DAYS OF THE DATE BELOW. <
Z J ~MAINTAINED BY INDIVIDUAL LOT OWNERS 386,776 SF TOTAL IMPERVIOUS BY DESIGN (23.94%) ( IN TT-T-T ) 0 < �
7,200 SF MAXIMUM IMPERVIOUS AREA PER LOT(INCLUDES AREA 1 1 n I T1 160 rl' �2 Oof z
BETWEEN R/W AND EDGE OF PAVEMENT) DEVELOPMENT REVIEW BOARD CHAIRMAN DATE