SW6240301_Plansheet - Cover Sheet_20240709

PROGRESS PLOT DATE: 07/09/2024
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CONSTRUCTION PLANS U) 5;
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MCLEAN CHAPEL CHURCH ROAD
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STEWARTS CREEK TOWNSHIP HARNETT COUNTY
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PROJECT 2022015 cn w 7/9/2024��
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SITE INFORMATION: E/LL
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LOCATION: MCLEAN CHAPEL CHURCH ROAD ��TOWNSHIP: STEWARTS CREEK TOWNSHIP SR 207� 03 c-3.0 EXISTING CONDITIONS PLAN a w
COUNTY: HARNETT COUNTY 04 C-4.0 SITE PLAN UUD U
STATE: NORTH CAROLINA Q O
05 C-5.0 UTILITY PLAN N
PARENT PIN: 0556-78-1684 &0556-68-4765 P` a O
DB/PG: 3491 /769; 4185/ 1879 �O 06 C 6.0 GRADING AND DRAINAGE PLAN O * Z
ZONING: RA-20R 07 C-6.1 DRAINAGE DITCH DRAINAGE MAP
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ACREAGE: TRACT 4: 43 ACRES (PHASE 1: 14.47 ACRES) �� 08 C-7.0 EROSION CONTROL NOTES w U j
LAND CLASS: MED. DENSITY RESIDENTIAL (MDR) 09 c-7.1 EROSION CONTROL PLAN-STAGE 1 J @)
10 C-7.2 EROSION CONTROL PLAN-STAGE 2 } U)
MINIMUM BUILDING SETBACKS: z a
FRONT : 35' �' 11 C-7.3 EROSION CONTROL PLAN-STAGE 3 a
SIDE : 10, 12 C-8.0 PROPOSED MCLEAN CHAPEL CHURCH RD coo
REAR : 25' / 13 C-8.1 PROPOSED AMBROSIA WAY-PLAN&PROFILE U
CORNER : 20' ^ U
14 C 9.0 LANDSCAPE PLAN J Z
LOT ACREAGE: � 15 C-10.0 LIGHTING PLAN Z ii =
TOTAL NUMBER PROPOSED LOTS: 89 (PHASE 1: 26) �- SITE -
16 D-1.0 SUBDIVISON DETAILS 0 W
MINIMUM ALLOWED LOT SIZE: 20,000 SF � 17 D-2.0 STORM DRAINAGE DETAILS O Q
MINIMUM PROPOSED LOT SIZE: 20,366 SF 18 D-3.0 EROSION CONTROL DETAILS U �
MAXIMUM PROPOSED LOT SIZE: 22,177 SF (LOT 21) CD a
19 D-3.1 EROSION CONTROL DETAILS
AVERAGE PROPOSED LOT SIZE: 21,280 SF �� 1� W z
MINIMUM LOT FRONTAGE: 80' SR 2030 ` A�3 20 D-3.2 EROSION CONTROL DETAILS w �
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21 D-3.3 EROSION CONTROL DETAILS W z D
OPEN SPACE BREAKDOWN: G 22 D-4.0 WATER UTILITY DETAILS C3 U)
PROVIDED OPEN SPACE: 15,714 SF (0.36 AC) ��C` 23 D-4.1 WATER UTILITY DETAILS Z W w
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IMPERVIOUS AREAS: Cy(/ NL, - UO
ROADWAYS
OTS (4 500 SFI/LOT)AIL KIOSK: 117,000 SF (2.69 AC)23,273 SF (0.53 AC) Cy�S'p'OFF (� z J
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TOTAL ON-SITE IMPERVIOUS AREA: 140,273 SF (3.22 AC) �� Q O =
TOTAL ON-SITE IMPERVIOUS PERCENT: 22.50 % / !,� Z
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PUBLIC IMPROVEMENT QUANTITIES TABLE: 0
WATER:
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WATER SERVICES 26 EA U
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PUBLIC 8"C900 WATERMAIN 1,177 LF a
8"BLOW OFF ASSEMBLY 1 EA
FIRE HYDRANT ASSEMBLIES 2 EA VICINITY 0
8"X 8"TEE 3 EA Z 0 U
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8"22.5°BEND 4 EA
U)8"45'BEND 6 EA UO o Q
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STORM DRAINAGE: SURVEYOR: -WATERLINE CONSTRUCTION AND TIE-IN WILL NEED cD z z z o
PUBLIC 12"STORM DRAINAGE 16 LF O Q F0 Q w
TO BE COORDINATED AND INSPECTED BY HRW z ° _�
CONSTRUCTION INSPECTOR SHAD EVERETT. < w _
PUBLIC 18"STORM DRAINAGE 132 LF TRUE LINE SURVEYING, P.C. C) ❑ ❑ U
205 WEST MAIN STREET - NCDOT UTILITITES MANUAL DATED 2022 SECTION
CLAYTON, NC 27520 3.4.9.1 REQUIRES FIRE HYDRANTS TO BE LOCATED AT GENERAL NOTES:
[phone] THE BACK OF A DITCH. WATER METERS WILL ALSO NEED TO BE LOCATED AT THE BACK OF THE DITCH. 1. THIS PROPERTY IS LOCATED WITHIN THE CAPE FEAR RIVER WS-IV(PA)WATER SUPPLY WATERSHED. Z
WWW.TRUELINESURVEYING.COM J
THE WATER LINE IS LOCATED AT THE FRONT OF THE 2. THIS PROPERTY IS NOT LOCATED WITHIN A CONSERVATION ZONING DISTRICT. `' O
DEVELOPER/OWNER: DITCH. 3. THIS PROPERTY IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURE DISTRICT. r U
4. THE PLAT FOR THIS DEVELOPMENT WAS REVIEWED UNDER UDO'ARTICLE 14.3.5 COMPATIBILITY OF DESIGN Z W 7-
MCLEAN ROAD IN-VESTORS, LLC. U) O0
CONCEPT TABLE.'
SCOTT MITCHELL O z
1501 LAKESTONE VILLAGE LANE, 5. THE LAND USE CLASSIFICATION OF THIS PROPERTY IS MEDIUM DENSITY RESIDENTIAL AND INCLUDES
ENVIRONMENTALLY SENSITIVE AREAS(ESA). z
SUITE 205 FUQUAY-VARINA, N.C. 27526 V = z
(919)-669-0329 6. THE DEVELOPMENT OF THIS PROPERTY DOES NOT ADVERSELY AFFECT THE ONSITE INTERMITTENT STREAM Q W
[e-mail] DURING THE 100-YEAR STORM EVENT.NO IMPACT IS CREATED TO PROPOSED STRUCTURES DURING THE
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100-YEAR STORM EVENT. NO STRUCTURES WILL BE PLACED WITHIN THE 100-YEAR FLOODPLAIN. Uj
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CIVIL ENGINEERING: 7. ALL STREETS WITHIN THE SUBDIVISION SHALL BE DEDICATED AS PUBLIC STREETS WITH A 50'RIGHT-OF-WAY. LU
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8. AT LEAST 72 HOURS PRIOR TO CONSTRUCTION OR EXCAVATION THE CONTRACTOR SHALL NOTIFY"NORTH LL LL <
STRONG ROCK ENGINEERING GROUP, PLLC _
CAROLINA ONE CALL"(811)OR(1-800-632-4949)TO HAVE EXISTING UTILITIES LOCATED.
PO BOX 55992 = Q a W
RALEIGH, NC 27624 9. LANDSCAPED BUFFERS,OPEN SPACE,ACCESS EASEMENTS,SIGN EASEMENTS AND COMMON FACILITIES WILL BE _ >
ALL CONSTRUCTION SHALL BE IN ACCORDANCE RETAINED,OPERATED,AND MAINTAINED BY THE DEVELOPER AND/OR THE HOMEOWNER'S ASSOCIATION z
COMPANY LICENSE#: P-2166 J � � O
CONTACT: COVENANTS AND BY LAWS IN ACCORDANCE TO RELEVANT STATE LAW.
WITH HARNETT COUNTY, NCDOT AND NCDEQ J O O V
STANDARDS, SPECIFICATIONS, AND DETAILS 984.200.1932 (0) 10. APPROVAL OF THIS PLAT/PLAN DOES NOT GUARANTEE WATER CAPACITY.CURRENT/FUTURE CAPACITY MAY NOT ~
[e-mail] BE AVAILABLE.THIS DEVELOPMENT MAY REQUIRE ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER SYSTEM Uj MM w
TO MEET FUTURE WATER DEMANDS PRIOR TO A PRELIMINARY PLAT,CONSTRUCTION PLAN AND OR FINAL PLAT = W
APPROVAL ` , U
11. MCLEAN CHAPEL CHRUCH ROAD IS ON THE HARNETT COUNTY COMPREHENSIVE TRANSPORTATION PLAN
12. SIDEWALKS AND STREET TREES ARE TO BE MAINTAINED BY THE HOME OWNERS ASSOCIATION("HOA"), Q
PROPERTY OWNERS ASSOCIATION("POW),CONDOMINIUM OWNER'S ASSOCIATION("COW),OR ANY OTHER W
ASSOCIATION RESPONSIBLE FOR THE MAINTENANCE AND/OR UPKEEP OF THE RESIDENTIAL COMMUNITY. U)O ��� �I� . SIDEWALK OR STREET TREE INSTALLATIONS THAT ARE DAMAGED AND/OR REMOVED BY HARNETT COUNTY/
DEPARTMENT OF PUBLIC UTILITIES/HARNETT REGIONAL WATER OR ITS REPRESENTATIVES,AGENTS,OR
CONTRACTORS AS A RESULT OF REPAIR/MAINTENANCE OF THE PUBLIC WATER AND/OR SEWER LINE WILL BE
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(POA"), D D REPAIRED N THE HOME OWNERS ASSOCIATION OTHE), PROPERTY OWNERS ASSOCIATION DSHEETGPOA"),CONDOMINIUM OWNER'S ASSOCIATION("COA"),OR ANY OTHER ASSOCIATION RESPONSIBLE FOR THE MAINTENANCE AND/OR UPKEEP OF THE RESIDENTIAL COMMUNITY.
13. PRELIMINARY PLAT APPROVAL IS NEEDED BEFORE ANY CONSTRUCTION CAN TAKE PLACE. C-1 .0
THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION 01 OF 23
UNTIL SIGNED, DATED,AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.