SW6230401_Plansheet - C2.0 Proposed Conditions/Site Plan_20230612

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PIN -9585-05-4097.000 0J ° E
PIN -9585-05-4113.000 BETHEA FRANCES M
PIN -9585-05-3139.000 � oo _ 35
BUCKLEY RICHARD STJULIAN EDWARD DB/PG: 1870/0963
DB/PG: 1356/0376 I DB/PG: 3620/0428 I =9p�•�.NGINE,:���P�
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X.2"WATER MAIN
COOKS LN - - - - - - - - - - - - - - - - - - - � o� m
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_ — S 52°35'42"E 200.22' — — — — — — — — — — — — �c8�� �� r*4 CAA
FLOOD HAZARD:ZONE X s Z m
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\ 2T REAR BUILDING MAP: 3710958400J � r-�
SETBACK EFFECTIVE:3 OCT.2006 n O 000 m
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1 I VICINITY MAP � �I 'bn O0
NOT TO SCALE Oz O
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EXISTING GRAVEL/ 15'LANDSCAPE
SITE DATA: L_ m L
SOIL DRIVE BUFFER U —
PROJECT: PHALANX CROSS FIT
PROPOSED FUTURE L m r-I = cn
RESERVED SEPTIC APPLICANT/OWNER: PHALANX FITNESS, LLC U Cn Ql �
PROPOSED SEPTIC REPAIR AREA 359 Sunridge Drive Ol . _ U
AREA I CAMERON, NC 28326
15'LANDSCAPE PROPOSED INITIAL I 919 352 6608 _� N J
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BUFFER SEPTIC AREA I X - Z
I I TOWNSHIP/COUNTY/STATE: SPOUT SPRINGS, HARNETT,NC � � � _ Z
WATERSHED: PHASE II TIPPED a--� m S
II ZONED: RA-20M
I I I I OWNER: PHALANX CROSS FIT
PROPERTY LOCATION: NC 87
I I LOT 146 LOT 147 I PIN#: 9585-04-2818 m
IPIN -9585-04-2818.000 PIN 9 85-04 2892.000 LOT 148 9585-04-2892
I 47,560 SF 1.0918 AC PIN -9585-04-3766.000 PROPOSED USED: RECREATIONAL FACILITY
LOT 145 w 1.0918 AC SMITH,WILLIAM R
/ Q DB/PG: 3166/0100 TOTAL PROPERTY AREA: 2.18 AC(2 TRACTS)
PIN -9585-04-1924.000 � � I
COOK,JAMES ERIC SR
DB/PG: 2582/0172 I EX. PROPERTIES I DEED REFERENCE: BOOK 2858, PAGE 140
I / TO BE COMBINED. I I
SETBACKS PROPOSED: FRONT:50', REAR: 25',SIDE: 10'
I M PROJECT DATA:
I LL, 15'LANDSCAPE
I I �,,� BUFFER(TYP.OF ALL) I PROJECT AREA: 2.18 AC=94,961 SF
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I I 0 I I PROJECT IMPERVIOUS AREA: 29,038 SF TOTAL(30.58%OF PROJECT)
rn I z I PROJECT IMPERVIOUS AREA BREAKDOWN:
I 10'SIDE BUILDING
SETBACK(TYP) ASPHALT PAVING: 1,896 SF '
BUILDING: 12,000 SF � \
IGRAVEL PAVING: 14,983 SF
I CONCRETE STOOP: 159 SF
I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I HAZARDOUS MATERIALS: N/A \
I I
I I I WATER SYSTEM: HRW(PUBLIC)
OE —L OE OE 20'GRAVEL DIVE OE rn OE OE �F- OE
20'WIDE FIRE DEPT.GRAVEL ALL ^ SEPTIC SYSTEM: PRIVATE(TBD BY OTHERS)
WEATHER ACCESS ROAD
/ — — — 152'GRAVEL DRIVE PARKING REQUIRED:
L I - a
o a, RECREATIONAL FACILITY= 1 SPACE PER 4 PERSON CAPACITY
15 PERSONS TOTAL PER SESSION
gp' m I I 4 SPACES MINIMUM REQUIRED
CONCRETE WHEELSTOP N 15 SPACES PROVIDED (14 STANDARD, 1 VAN ACCESSIBLE)
(7 EACH FOR 7 VEHICLE N*19802 5.3 N:554790.73
SPACES) E:1980225.36 E:1980289.51 I
THE SUBJECT PROPERTY LIES IN A ZONE X ACCORDING TO FIRM 3710958400J
TI4'WIDE CONCRETE STOOP EFFECTIVE DATE 10/03/2006
82'GRAVEL DRIVE ( PROPOSED ROLL
I '24'
ACCESS DOOR CART HOURS OF OPERATION: MONDAY- FRIDAY, 5:00 AM -6:00 PM
ACCESS DOOR PROPOSED HVAC I I (VARIES BY APPOINTMENT AND SEASONALLY)
(FINAL SIZE/LAYOUT I SATURDAY, 9:00 AM - 11:00 AM
6'WIDE CONCRETE STOOP a TBD BY OTHERS)
PROPOSED 6'HIGH WOODEN
PROPOSED 80'X150' FENCE,4'X4'POSTS 6'O/C
9" I BUILDING USE 6"WIDE X 1"THICK DOG-EAR
12,000 SF
PROPOSED VAN 9 I I NOTES:
ACCESSIBLE PARKING ACCESS DOOR
190'GRAVEL DRIVE I THIS DEVELOPMENT IS WITHIN THE FIVE MILE MILITARY CORRIDOR OVERLAY ZONE,AND MAY BE
20'WIDE FIRE DEPT.
18 ::• 6'WIDE CONCRETE STOOP SUBJECTTO MILITARY TRAINING ACTIVITIES.
PROPOSED GRAVEL ALL WEATHER
�. ACCESS ROAD
ASPHALT PARKING THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT.
CONCRETE WHEELSTOP I LAND USE CLASSIFICATION IS COMPACT MIXED USE
(4 EACH FOR 4 VEHICLE �'
PROJECT PROPERTY OWNER WILL BE RESPONSIBLE FOR MAINTENANCE OF THE PARKING AREAS,
SPACES) ^ I I DRIVE AISLES,AND LANDSCAPE BUFFERING,DRAINAGE EASEMENTS,STORM WATER POND,PRIVATE
6 I FIRE/SPRINKLER LINES,AND DRAINAGE SWALES.
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CONCRETE WHEELSTOP w N:554670.44 ALL MECHANICAL AREAS LOCATED ON,BESIDE,OR ADJACENT TO ANY BUILDING OR DEVELOPMENTS
(4 EACH FOR 4 VEHICLE a E:1980199.90 SHALL BE SCREENED FROM THE VIEWS OF STREETS AND ADJACENT PROPERTY.
SPACES) a N:554718.23
E:1980135.75 MAXIMUM IMPERVIOUS SURFACE:29,038 SF
rn I z PROPOSED
132'GRAVEL DRIVE RETAINING WALL ANY PROJECT SIGNS WILL BE PLACED AT LEAST 10'FROM THE NCDOT R/W AND A SEPARATE PERMIT
15'LANDSCAPE PROPOSED I WILL BE REQUIRED BEFORE CONSTRUCTION
BUFFER(TYP.OF ALL) GUARD RAILS (DESIGNED BY OTHERS) I
(DESIGNED BY OTHERS) 15'LANDSCAPE I A CERTIFIED FOUNDATION SURVEY,OR SETBACK VERIFICATION SURVEY, IS REQUIRED TO BE
BUFFER(TYP.OF ALL) SUBMITTED AT THE COMPLETION OF FOUNDATION CONSTRUCTION
PROPOSED
ASPHALT DRIVE — — 10'SIDE BUILDING CLEARING LIMITS SHALL BE TO THE PROPERTY LINE WHERE LANDSCAPING IS PROPOSED. FOR ALL
SETBACK(TYP) SPECIAL USE PERMIT APPROVED OTHER AREAS,THE CLEARING LIMITS SHALL BE UP TO,BUT NOT INCLUDING,THE 15'LANDSCAPING
11T ASPHALT DRIVE BUFFER WHERE NECESSARY FOR GRADING OPERATIONS,AND LEFT AS IS IN AREAS WHERE NO WORK
NOVEM BER 14, 2022 I IS PROPOSED. EXISTING TREES SHALL REMAIN WITHIN THE 15'LANDSCAPE BUFFER.(TYP.ENTIRE
50'FRONT BUILDING r PROPOSED I BOA2210-0001 PROJECT)
SETBACK STORMWATER STORMWATER
BASIN MAINTENANCE AND I NC 87 IS ON THE HARNETT COUNTY COMPREHENSIVE TRANSPORTATION PLAN Z ACCESS EASEMENT
}-' BUSINESS SIGN - SIDEWALKS AND STREET TREES ARE TO BE MAINTAINED BY THE HOME OWNERS LL J
15'LANDSCAPE LOCATION (7.5'X4') — — — ASSOCIATION("HOA"), PROPERTY OWNERS ASSOCIATION("POA"),CONDOMINIUM OWNER'S U)
BUFFER ASSOCIATION("COA"),OR ANY OTHER ASSOCIATION RESPONSIBLE FOR THE MAINTENANCE `r
NV\ \ 1'FROM R/W AND/OR UPKEEP OF THE RESIDENTIAL COMMUNITY.SIDEWALK OR STREET TREE
INSTALLATIONS THAT ARE DAMAGED AND/OR REMOVED BY HARNETT COUNTY/DEPARTMENT O V
r�Q N 52°44'30"W 199.59' �Q — OF PUBLIC UTILITIES/HARNETT REGIONAL WATER OR ITS REPRESENTATIVES,AGENTS,OR
FM— —FM- —FM— — PROPOSED FIRE HYDRANT �Q CONTRACTORS AS A RESULT OF REPAIR/MAINTENANCE OF THE PUBLIC WATER AND/OR
FM- riw� - -FN�- FM ( —FM— —FM— _ SEWER LINE WILL BE REPLACED OR REPAIRED BY THE HOME OWNERS ASSOCIATION("HOA"), LL•��
1" POLY WATER 242'TO FARTHEST CORNER Ex.16"C-goo PVC SEWER FORCE MAIN (Not In Operation) FMB
PROPERTY OWNERS ASSOCIATION ("POA"), CONDOMINIUM OWNER'S ASSOCIATION("COA"),OR
SERVICE WITH 1" 20 I *OF BUILDING) ANY OTHER ASSOCIATION RESPONSIBLE FOR THE MAINTENANCE AND/OR UPKEEP OF THE z
RPZ BFP PROPOSED 6" PC 350 DIP FIRE RESIDENTIAL COMMUNITY. z x O
PROPOSED 1" \ HYDRANT LINE ' ` z
W W SERVICE TAP R30' PROPOSED 10"X 6"TAPPING Z z
w w w W W SLEEVE AND VALVE
W EX.10"SDP 31 PVC WATER MAIN O
- — W 130'STORAGE w — w W w J
— — LENGTH _ _ _ _ °" - STANDARD DUTY ASPHALT PAVEMENT W a W
Rao' — — — — — — — — _200'APPROACH (SEE DETAIL SHEET-TYPICAL SECTION) CC
12' TAPER - — — — — — BEGIN APPROACH = G
- - - - - - - TAPER Q
v GRAVEL PAVEMENT V)
330' o o (SEE DETAIL SHEET-TYPICAL SECTION)
EX EDGE OF PAVEMENT IC 87 v �r vuLl� Ri uvI j JEH
N:554621.00 PROPOSED RIGHT DESIGNED BY:
E:1980016.70 TURN LANE El PROPOSED RIGHT TURN LANE _
DRAWN BY:
SURVEY NOTE:
LQ
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GEOTECHNICAL NOTE: yob NO. REVISION DESCRIPTION: DATE: APPROVED BY: JEH
1.SITE SURVEY TOPO AT NC 87 RIGHT OF WAY FROM °2 , Know what's below
MIKE CAIN SURVEYING. CONTRACTOR SHALL RETAIN THE SERVICE OF Cll OU Call before
A GEOTECHNICAL ENGINEER TO PROVIDE SOIL , Y 9• SHEET
2.SITE INFORMATION OUTSIDE OF RIGHT OF WAY TESTING TO ENSURE SUITABLE SOIL COMPACTION SCALE IN FEET Dial 811 2 C2 . 0
FROM HARNETT COUNTY,NC GIS PRIOR TO PLACING PAVEMENT. Or Call 800-632-4949
0' 15 30 60 3
3.TOPOGRAPHY OUTSIDE OF RIGHT OF WAY FROM GIS
LIDAR. 4 CIVIL