HomeMy WebLinkAboutNCC242810_Site Plan or Location Map_20240917 PROGRESS PLOT DATE 06/05/2024
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MCLEAN CHAPEL CHURCH ROAD . . .
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STEWARTS CREEK TOWNSHIP HARNETT COUNTY , N . C .
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PROJECT #: 2022015 "2024 "'``\
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SITE INFORMATION: O,� .v B�LL SHEET INDEX w
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SRD 01 C-1.0 COVER SHEET Z
LOCATION: MCLEAN CHAPEL CHURCH ROAD �. 02 C-2.0 CIVIL NOTESUTOWNSHIP: STEWARTS CREEK TOWNSHIP �. ,,SRTO7y 03 C-3.0 ITEEXISTINGNOTES DITIONS PLAN
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COUNTY: HARNETT COUNTY 04 C-4.0 SITE PLAN co R
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STATE: NORTH CAROLINA Q U
05 C5.0 UTILITY PLAN (ce
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PARENT PIN: 0556-78-1684 769;41858 0556-68-4765 ` O' - 06 C-6.0 GRADING AND DRAINAGE PLAN 96 Z
DB/PG: 3491/769; /1879
ZONING: RA-20R `Q.� 07 C-7.0 EROSION CONTROL NOTES O Z Z
ACREAGE: TRACT 4:43 ACRES(PHASE 1:14.47 ACRES) ` 08 C-7.1 EROSION CONTROL PLAN-STAGE 1 CC W y
LAND CLASS: MED.DENSITY RESIDENTIAL(MDR) ,� 09 C-7.2 EROSION CONTROL PLAN-STAGE2 0�
MINIMUM BUILDING SETBACKS: �, 10 C-7.3 EROSION CONTROL PLAN-STAGE3 (5 ZO
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FRONT: 35' ,. 11 C$.0 PROPOSED MCLEAN CHAPEL CHURCH RD
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SIDE: 10' 04 ' 12 C$.1 PROPOSED AMBROSIA WAY-PLAN&PROFILE
REAR: 25' / 13 C-9.0 LANDSCAPE PLAN C7 QO04
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CORNER: 20' ' U
Pir ^ 4401111P 14 C-10.0 LIGHTING PLAN 0
LOT ACREAGE: � 15 D-1.0 SIGHTINSON DETAILS Z 0 0
TOTAL NUMBER PROPOSED LOTS: 89(PHASE 1:26) Silk
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16 D-2.0 STORM DRAINAGE DETAILS 0-WMINIMUM ALLOWED LOT SIZE: 20,000 SF 17 D-3.0 EROSION CONTROL DETAILS O 4MINIMUM PROPOSED LOT SIZE: 20,366 SF ♦ �`�. , 1a D-3n EROSION CONTROL DETAILSZ CC0�'1MAXIMUM PROPOSED LOT SIZE: 22,177 SF(LOT 21) ♦�'+`ip z 0AVERAGE PROPOSED LOT SIZE: 21,280 SF . ���`\ ^ 19 D-3.2 EROSION CONTROL DETAILS l!JZO 20 D-3.3 EROSION CONTROL DETAILS C WMINIMUM LOT FRONTAGE: 80' ,, SR'1O3 1�0� w F, Y21 D-0.0 WATER UTILITY DETAILS LLJ ZOPEN SPACE BREAKDOWN: ( ,', ��,� .�� , 22 I-0.1 WATER UTILITY DETAILS z L.I.
PROVIDED OPEN SPACE: 15,714 SF(0.36 AC) 1 44 �. e�04„
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IMPERVIOUS AREAS: y(/R CA/T.. _/- - N ROADWAYS&MAIL KIOSK: 23,273 SF(0.53 AC) . . Cjey
LOTS(4,500 SF/LOT): 117,000 SF(2.69 AC) Rp � • (7 i
TOTAL ON-SITE IMPERVIOUS AREA:_ 140,273 SF(3.22 AC) .�� ♦. , 44 Q 0=
TOTAL ON-SITE IMPERVIOUS PERCENT: 22.50% ,.�I `� Z F
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PUBLIC IMPROVEMENT QUANTITIES TABLE: ;1�= villior .' _
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WATER: 4� -_ 0
WATER SERVICES 26 EA
PUBLIC 8"C900 WATERMAIN 1,177 LF / _�
(41/ cn
8"BLOW OFF ASSEMBLY 1 EA VICINITY MAP
FIRE HYDRANT ASSEMBLIES 2 EA
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8'22.5°BEND 4 EA U
8'45°BEND 6 EA UO F '9'o w m
STORM DRAINAGE: SURVEYOR:
-WATERLINE CONSTRUCTION AND TIE-IN WILL NEED
PUBLIC 12"STORM DRAINAGE 16 LF TO BE COORDINATED AND INSPECTED BY HRW o 8 U G K 0
PUBLIC 18"STORM DRAINAGE 132 LF TRUE LINE SURVEYING,P.C. CONSTRUCTION INSPECTOR SHAD EVERETT. I 68 m o (0 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:
(919)359-0427 THE BACK OF A DITCH.WATER METERS WILL ALSO 1. THIS PROPERTY IS LOCATED WITHIN THE CAPE FEAR RIVER WS-IV(PA)WATER SUPPLY WATERSHED. Z
W W W.TRUELINESURVEYING.COM NEED TO BE LOCATED AT THE BACK OF THE DITCH. M
THE WATER LINE IS LOCATED AT THE FRONT OF THE 2. THIS PROPERTY IS NOT LOCATED WITHIN A CONSERVATION ZONING DISTRICT. `I Z
DEVELOPER/OWNER: DITCH. 3. THIS PROPERTY IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURE DISTRICT. I- r U
MCLEAN ROAD IN-VESTORS,LLC. 4. THE PLAT FOR THIS DEVELOPMENT WAS REVIEWED UNDER UDO'ARTICLE 14.3.5 COMPATIBILITY OF DESIGN Z IA
CONCEPT TABLE.' J 6
SCOTT MITCHELL 0 Q i
1501 LAKESTONE VILLAGE LANE, 5. THE LAND USE CLASSIFICATION OF THIS PROPERTY IS MEDIUM DENSITY RESIDENTIAL AND INCLUDES
ENVIRONMENTALLY SENSITIVE AREAS(ESA).
SUITE 205 FUQUAY-VARINA,N.C.27526 U I 1-
(919)-669-0329 8. THE DEVELOPMENT OF THIS PROPERTY DOES NOT ADVERSELY AFFECT THE ONSITE INTERMITTENT STREAM H 0- 8 LI.I
Scott@MitchellEnvironmental.com DURING THE 100-YEAR STORM EVENT.NO IMPACT IS CREATED TO PROPOSED STRUCTURES DURING THE H C (0 W
100-YEAR STORM EVENT.NO STRUCTURES WILL BE PLACED WITHIN THE 100-YEAR FLOODPLAIN. 1 1 I G
CIVIL ENGINEERING: 7. ALL STREETS WITHIN THE SUBDIVISION SHALL BE DEDICATED AS PUBLIC STREETS WITH A 50'RIGHT-OF-WAY. W W ,1
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STRONG ROCK ENGINEERING GROUP,PLLC 8. AT LEAST 72 HOURS PRIOR TO CONSTRUCTION OR EXCAVATION THE CONTRACTOR SHALL NOTIFY'NORTH Et QI
CAROLINA ONE CALL"(811)OR(1-800-832-4949)TO HAVE EXISTING UTILITIES LOCATED. Q
PO BOX 55992 = Q - W
RALEIGH,NC 27624 9. LANDSCAPED BUFFERS,OPEN SPACE,ACCESS EASEMENTS,SIGN EASEMENTS AND COMMON FACILITIES WILL BE >
COMPANY LICENSE#:P-2166 RETAINED,OPERATED,AND MAINTAINED BY THE DEVELOPER AND/OR THE HOMEOWNER'S ASSOCIATION I co 2
ALL CONSTRUCTION SHALL BE IN ACCORDANCECOVENANTS AND BY LAWS IN ACCORDANCE TO RELEVANT STATE LAW.
WITH HARNETT COUNTY,NCDOT AND NCDEQ CONTACT: ~
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STANDARDS,SPECIFICATIONS,AND DETAILS 984.200.1932(0) 10. APPROVAL OF THIS PLAT/PLAN DOES NOT GUARANTEE WATER CAPACITY.CURRENT/FUTURE CAPACITY MAY NOT LU L.L
information@atrongrockgroUp.com BE AVAILABLE.THIS DEVELOPMENT MAY REQUIRE ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER SYSTEM W
TO MEET FUTURE WATER DEMANDS PRIOR TO A PRELIMINARY PLAT,CONSTRUCTION PLAN AND OR FINAL PLAT I Ca
APPROVAL 0 2 U
11. MCLEAN CHAPEL CHRUCH ROAD IS ON THE HARNETT COUNTY COMPREHENSIVE TRANSPORTATION PLAN 1 <- K
12. SIDEWALKS AND STREET TREES ARE TO BE MAINTAINED BY THE HOME OWNERS ASSOCIATION("HOA"), 2 Q
PROPERTY OWNERS ASSOCIATION("PDX),CONDOMINIUM OWNER'S ASSOCIATION("COAT),OR ANY OTHER 13L
SIDEWALK OR STREET TREE INSTALLATIONS THAT AREDAMAGED
ASSOCIATION
FORAND/OR REMOVEDBY HARNETT CO NTV/
N THE MAINTENANCE AND/OR
Knowwhat's below. 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
Call before you dig REPLACED OR REPAIRED BY THE HOME OWNERS ASSOCIATION("HOA"),PROPERTY OWNERS ASSOCIATION DRAWING
81;1 ® PINT),CONDOMINIUM OWNER'S ASSOCIATION NCIA"),OR ANY OTHER ASSOCIATION RESPONSIBLE FOR THE MAINTENANCE
SHEET
■ MAINTENANCE AND/OR UPKEEP OF THE RESIDENTIAL COMMUNITY.
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13. PRELIMINAR PLAT APPROVAL IS NEEDED BEFORE ANY CONSTRUCTION CAN TAKE PLACE. C4.0
THIS PLANSET AND ANY ASSOCIATED DOCUMENTS ARE PRELIMINARY AND NOT AUTHORIZED FOR CONSTRUCTION 01 OF 22
UNTIL SIGNED,DATED,AND OFFICIALLY RELEASED FOR CONSTRUCTION BY THE ENGINEER OF RECORD.