NCC242635_Site Plan or Location Map_20240827

SITE NOTES _ VICINITY MAP „�
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1. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL,STATE, , (NOT TO SCALE) O'IOU
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AND NATIONAL REGULATORY STANDARDS AND ALL REQUIREMENTS IN w
THE PROJECT TECHNICAL SPECIFICATIONS. 3. 4 W G w w z 2
2. SINGLE-PHASE CONSTRUCTION. • a 6 LL z z
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3. ALL WORK MUST BE PERFORMED BY A NORTH CAROUNA LICENSED - 26 SUBJECT ;3
CONTRACTOR. z PROPERTY n
4. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL THE •9
CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, BD,M1sa+H i
OR EMAIL AT INSPECTIONSOCDCGO.COM. •P E
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING 0 ,2
OR REDOING WORK ® o �s Q
5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE ,7 II� Via'. S
EXACT LOCATION AND ELEVATION FOR ALL UTILITIES PRIOR TO
CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR `� E M\\I I \ \ y
DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE 30 SURER a2,DD \A Q
PLANS HAVE BEEN APPROXIMATED.ALL BURIED UTILITIES HAVE NOT JJJ ^�'
BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S \ [RD OJ a
RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO 1 0 \ W o 0 3 —. (.l u
CONSTRUCTION. ,, % m �\ 5 2 3
6. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES(SHOWN TOII
\ *0 Ti V V ;
REMAIN)AND NEWLY COMPLETED WORK DURING CONSTRUCTION.ANY \ p'
DAMAGE INCURRED DURING OR RESULTING FROM CONSTRUCTION A\\(� \ EXISTING STREAM(TYP) o
CI)
ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO \ \\ mN illBE REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF
APPROPRIATE AGENCIES AT THE CONTRACTOR'S EXPENSE. N� •` 0 STREAM BUFFER(TYP) DEVELOPMENT DATA
7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST \� / . [ OWNER/DEVELOPER: ORANGE CAPITAL ADVISORS
72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN.THE \ `•�\' �� _�_� 125 REGIONAL PARKWAY,SUITE 200
CONTRACTOR SHALL NOTIFY ULOCO AT 1-800-632-4949 OR 811, \\\` � PROPERTY LINE(TYP) ORANGEBURG,SC 29118
72 HOURS BEFORE CONSTRUCTION BEGINS. `•� CONTACT: ALEC GREGG
S. SIDEWALKS SHALL BE CONSTRUCTED IN ORDER TO PROVIDE POSITIVE epee [phone]
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DRAINAGE AWAY FROM ALL STRUCTURES. A MAXIMUM OF 5% i"'cE 6°e '•.95-� SS \ SOT. CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. °J
SIDEWALK/CROSSWALK LONGITUDINAL SLOPE IS PERMITTED. A '"- / OS_� \ 168 PATTON AVENUE ..
MAXIMUM OF 1/4"PER FOOT SIDEWALK/CROSSWALK CROSS SLOPE \ PROPOSED BILLBOARD ASHEVILLE,NC 28801
IS PERMITTED. ANY SIDEWALK CROSSWALK INSTALLED WITH A MAINTENANCE ACCESS ROUTE
/ // w� \ CONTACT: MICHAEL CAIN,P.E. w
STEEPER SLOPES SHALL BE REMOVED AND REPLACED AT // [phone]
CONTRACTORS EXPENSE. / �� G9 V,15 \ \ 3 U
9. ALL RADII LISTED ARE FROM FACE OF CURB UNLESS OTHERWISE / / -)9.-°' ® \ PROPOSED STORMWATER CONTROL SURVEYOR: 20oHOLMEFIEBLDACOORIT,SUITE 208
NOTED.ALL PARKING LOT RADII ARE 4'UNLESS OTHERWISE NOTED. PROPOSED STANDARD PARKING SPACE(TYP) / ,S gT *1 \ MEASURE(TYP)(SEE STORM PLAN) ASHEVILLE,NC 28806
4 FFE11111k CONTACT: JASON N. GASPERSON,P.L.S. CI) U
10. ALL ROAD/PARKING LOT IMPROVEMENTS,STRIPING AND SIGNAGE / -18 .10 [phone] Z
SHALL BE IN ACCORDANCE WITH THE LATEST MANUAL ON UNIFORM H 7 % ' �el� ••� \ \ ,40•'126 ROW SETBACK
TRAFFIC CONTROL DEVICE(MUTED).CONTRACTOR MAY USE A PAINT SHEET , 20� ,, - �'
SUITABLE FOR ASPHALT APPLICATION IN LIEU OF THERMOPLASTIC ■ ,4.�� \ \ \ \
WITH PRIOR APPROVAL FROM THE ENGINEER. PROPOSED HANDICAP PARKING SPACE(TIP) �ed/ ,1\�`\-\\�\(\`'��/ PROJECT DATA `1 LI w I
11. CURB AND GUTTER ON THE HIGH SIDE OF PAVED AREAS AND �' , , ,``'\ROADS SHALL BE CONSTRUCTED WITH SPILLOUT CURB AND GUTTER. //Ub S PIN: 9652-01-5834,9652-12-2330
CURB AND GUTTER ON THE LOW SIDE SHALL BE CONSTRUCTED WITH �/�`0/O o \s ■ p44 j1 �O ADDRESS: 534 BUTLER BRIDGE ROAD
STANDARD CURB AND GUTTER; REFER TO SPILLOUT CURB AND �/6 �`2' ,' , , `�. \ EC DEED BOOK/PAGE: 1076/177,3281/243
GUTTER DETAILS.CURB END TREATMENT SHALL BE APPLIED AT ALL / .� ro / PROJECT ACREAGE: 20.38±ACRES
CURB ENDS; REFER TO CURB END TREATMENT DETAIL. All /A "+S <EC /' 44; 1 CURRENT ZONING: RC(REGIONAL COMMERCIAL) 6
PROPOSED DOG PARK / \ ' \ PROPOSED ZONING: CO(CONDITIONAL ZONING) 6 12. PROPOSED ROADS TO BE PRIVATE.NCDOT IS NOT RESPONSIBLE FOR / lir.
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ANY ROAD MAINTENANCE. JAB li'll'is
A BS A$ \ SETBACKS:gFRONT: 0'
SITE LEGEND j 5 0 o FROM 0' 6 _
-!I`A , / my le REAR: 10' 3 ¢ - a 44, /''',Pi- ,. 1 �6 DISTURBED AREA: 15.00 AC
LOT LINE — — 1 C204 Q o
// 4O, - / 95 F /�e° h€ '1 ADJACENT PROPERTY LINE(TYP)
SETBACK LINE /*/Oap�+ 4.„ IP` 1' 1 J �E POST = a o
PROPOSED CONCRETE SIDEWALK(TYP) �y 1 I '� ' ■ j IMPERVIOUS AREA: 0.16 ACRES(1%) 10.35 ACRES(51%) i = i i
,...Ooq. d�� •
�� V " '��r 1- \ \\ \ \x PERVIOUS AREA: 20.22 ACRES(99%)10.03 ACRES(49%)
EASEMENT LINE \ S' 4�ry 4 . "•' /` tea•
PROPOSED CURB&GUTTER(TYP) / 4 *, I \
PROPOSED SIGHT TRIANGLE 1 co 4 ` 1 11 I s -z- ss N
Pwssz ZONING DATA
/' �'. -. 111
....
1 y 1 TRACTRICE,UAL PROPOSED HEAVY DUTY PAVEMENT PROPOSED PICKLEBALL COURTS
+. a°`��y4'Cy.1,� ,- 7...— �� 0 11 De ioNiNc.PAGE I
COUNTY/TOWNSHIP. HENDERSON/HOOPERS CREEK o n \ o o '�
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PROPOSED LIGHT DUTY PAVEMENT +� Q 1s'roxY-3° ""r \
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lift So \\ WATERSHED: FRENCH BROAD RIVER BASIN H v
PROPOSED ROUNDABOUT' 'r `+ +7 +�"•' FEE:v02.1'i 1 Y. FIRE DISTRICT. FLETCHER FIRE o 0 0 0
3
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PROPOSED NCDOT PAVEMENT o' ¢ p.4 1 WATER. CITY F HENDERSONVI LLE n co f z
` / �.,, '., c SEWER: MSD 0In
\ \+\/ e1 ;7• , �• �' I PROPOSED TRASH COMPACTOR \ PROPOSED PRIVATE ROAD LENGTH: 3,383 LF
MIS
PROPOSED CONCRETE SIDEWALK PROPOSED CLUBHOUSE AND POOL SITE .■ i ... yy ■ +7 y \
- L I ■ yT' ■+, ` \ / PARKING CALCULATIONS' ,
me Y- ,■' 7 VEHICULAR: p',... e•/
\\ ., �_..yiill�—",1
, xll1L G15 1' I REQUIRED SPACES: 457-1.5:1 RATIO `0',.` .. =0
sTOx1Ts ��'��� SPACES PRO DC
457-1.7:1 RATIO _pep We
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■ BUILDING I6 aoo ... �� — • EXISTING ACCESS EASEMENT Q:" <� _
I •"',- 1i ssroxITs eFe:zlala2 � I�//�� HANDICAPPED SPACES: Ue'^,, 2.
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SPACES REQUIRED: 9 SPACES PROVIDED: 35
IOLUg A ® , _ _ DENSITY CAI CIII ATIONS' fd•ON ` G
gvy�,�801LpX�S6 / �� eve mo ` \\`1/_\
PROPOSED ACCESS EASEMENT \ I '"" z!o sz i i =— ALLOWED: 326 UNITS MAX-16.0 UNITS/ACRE o `}4`/�\
• I� 0 Rio SH ET C203� \ PROJECT UNITS. 270 UNITS- 13.25 UNITS/AC� � == RE
�S FEET C2 1 \\ OPEN SPACE CALCULATIONS:
PROPOSED ASPHALT PAVEMENT(TYP) <2• , -----_
rc 1�® I/ REQUIRED: 4.07 AC(20%) PROVIDED: 4.07 AC
N D642 0 Dt6 I I / /
I � / =DI D� II COMMON:
\r' ^" e /\ I REQUIRED: 2.03 AC(10%) PROVIDED: 2.03 AC
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828-77l-4755 OR [e-mail] 1 o
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Cell before you dig. NORTH
DRAWN BY: SRP
CDC PROJECT NO.: 12260
HEND.CO.PERMIT NO. 23-13804
MASTER SITE PLAN MSD ALLOCATION NO. 2023050
GRAPHIC SCALE
NM so NM ADD 300 SHEET
( IN FEET)
C200
1 inch= 100 ft.