NCC240224_Site Plan or Location Map_20240130

_ PROPERTY INFORMATION: 1 900099,44 $
- RAY&DEREK McBRIDE I PARCEL ID NUMBER:5806769875
PARCEL ID:580600773593 SITE SIZE AND COVERAGES ZONING:RH ^'^s'009
ZONED:LI VINCENT GARRISON I ACREAGE:5.91 �® ' r"'"'°' ,„r,� CO N
. - PARCEL ID:580600870524 TOTAL ACREAGE: 5.91 ACRE(S) ''�'°® B w.w Ix c® Q
ZONED:LI SITE COVERAGES: C PROPERTY OWNER: a z
- J OF YADKIN SITE Al, 0 n 0
BUILDING TO LAND 7.6 % 323 RIVERBEND DRIVE
10'SIDE BUI Npl 1 GSETBAC-1( - I PHONEBERMUD 336408-6438 NC 0fi $
_ PAVEMENT TO LAND 14.4 % ( vuon 0 U
OPEN SPACE 78 % email:[e-mail] 11,
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CONTACT:ROBERT BALDWIN
TOTAL 100 % ��a 9sl.in _� K Z N IC 3
I PROPERTY DEVELOPER. \ mnx.moa �s' 3 z m
�� BUILDING SQUARE FOOTAGE: 19,600 SF MAX LAND HOLDING,LLC /I -a, _ y st
323 RIVERBEND DRIVE I I 1/ J n m
I BERMUDA RUN,NC 2]006 j rwnw - �, a"as Q W ly 'T-d
PHONE [phone] Z W 10<0 I�
I PROPERTY INFORMATION email: na"< nn11e x
[e-mail] le'xq -0 5 N z V M
CONTACT:ROBERT BALDWIN z Y O d
PIN#'S: 5806769875 W W
���- ENGINEER: c1-W - j CO Z `o
I / __J" , ZONING ALLIED20 ESTER MILL ROAD '•y Asc 00 Q Y Q U/// O a LL S
- EXISTING ZONING: RH WINSTON-SALEM,N.C.27103 "4.^
/ i PHONE:c(338)766-2377 ,�,
usey@all ed-engsury com
i4. CONTACT STEVE M.CAUSED,P.E. _
,..di.. /� PROPOSED ZONING: RH(NO CHANGE)
HARRIS& /-���_ ����� gc�
SAMIE GUPTON I I / STRE ZOA'E1 1�i�// SVO`�0�� __ ��� PROPOSED USES: RESIDENTIAL-MULTIFAMILY VICINITY MAP��p �A• FIRM LICENSE C-1891
PARCEL ID:5808772014 / AM BUFFER Eg ® NOT TO SCALE
ZONED HB I ( APPROXIMATE
PP 05`� _ /
Y =�DCATION REEK BUILDING SETBACKS CC'CAC
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/ �' \ FRONT: ao' KEY NOTES ;••�RSN..SS ���'
m I \ \ REAR: 20' _/ '•
(7 STR 5 ZONE 7 / \ \ SIDE: 10' O NEW NCDOT DRIVEWAY APRON.DRIVEWAY APRON SHALL BE 9r.''
2 i i i 2E.2;gFER / _ \ \ CONSTRUCTED BY A BONDED AND LICENSED CONTRACTOR. EAL n
O STREET: 10' 19701 id*
I O NEW 4"THICK 3,000 PSI CONCRETE SIDEWALK.PROVIDE STEPS N `. O^f
I 1 AREAS AS SHOWN ON PLAN.ce / \ DENSITY CALCULATIONS O NEW HANDICAP RAMP INNDICAP ACCORDALLHWITH ADA ACCESSIBILITYI / #OF UNITS OR LOTS: 47 GUIDELINES.HANDICAP RAMP SHALL HAVE DETECTABLE WARNINGS
INSTALLED IN ACCORDANCE WITH ADA REQUIREMENTS.
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NEW2'-0"STANDARDCURBANDGUTTER,NCDOTSTANDARD846.01.
DENSITY: 7.95 LOTS PER ACRE
/ / // / , OE NEW DUMPSTER PAD.PROVIDE 7'THICK 4,000 PSI CONCRETE WITH
I / / // WE$ !DOE ASSOCIATION, NC fix6 W1.4xW1.4 WELDED WIRE FABRIC ON 6"COMPACTED ABC.
ARCEL ID:58 12]79082 PROVIDE 6'WOODEN SHADOWBOX FENCE FOR VISUAL SCREENING.
/y�� o // �,�' ` ZONEDR1111 OFF-STREET PARKING
-•f ••,_ O \ PROPOSED USES: RESIDENTIAL-MULTIFAMILY O NEW 4"WHITE PAVEMENT MARKING,TYPICAL.
}----•- ��� ��� \ REQUIRED PARKING: 1.75 SPACES/ 2-BR UNIT O
..-/F`- G NEW R7-8,R7-BA AND R7-8D HANDICAPSIGNS WITH'$RD FINE"AND
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.� / , \ "VANACCESSIBLE"SIGNSMOUNTEDBELOWINACCORDANCE WITH�� /'� , REQUIRED PARKING: 1.75'47 UNITS=82 SPACES ADA REQUIREMENTS.�E-� `6• PARKING PROVIDED: 96 SPACES(INCL.B HC)
� P OPAINTIMA KINNSON SPRAT.OTHESEGNATESAN REQUIRE ``^^
•--•-•- '-'-•-•-• - O O - PAINT MARKINGS ON ASPHALT TO DESIGNATE HANDICAP PARKING. VJ
404,
' / tf(1.7004,
2l.\ ��( / HANDICAP SPACES AND STRIPED AISLE SHALL BE CONCRETE.
-- ---- �-� A FLU PROVIDE 6"THICK 4,500 PSI CONCRETE PAD. c Q
0 NEW ENTRANCE SIGN
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NEWMOD RBLOC RIETAININGWALLIWITHEHANDRAIL.THE G J/ RETAINING WALL,INCLUDING ASSOCIATED DRAINAGE SYSTEMS SHALL// ` BE DESIGNED AND CONSTRUCTED BV THE CONTRACTOR.THE/�� �_ • PROPOSED RETAINING WALL SYSTEM SHALL BE OF L._ Z E
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\\ O O / © KEYSTONE/MODULAR TYPE AND APPROVED BY THEQ^ 0 0/ V / ,- , OWNER/ARCHITECT PRIOR TO START OF DESIGN/CONSTRUCTION LL J w Q'd\ ^e � OIII HANDRAIL SHALL BE APPROVED BV THE OWNER/ARCHITECT PRIOR TO O C73 \ OO �� l �� , ,I • START OF DESIGN/CONSTRUCTION. Q = 0 ZIO O // ®� , . 1 I OK NEW 47 DOOR MAIL KIOSK. LLI Z F W
I � \s //�1 . \` WE$TPA CEL ASSOCIA2075' INC ( I O NEW CONCRETE ANCHORED WHEEL STOP. Q J LLJ J® ���` ) PARCEL ID:58p6128720751 OM NEW 2,0"CURB AND GUTTER TO BE TAPERED DOWN TO PAVEMENT I ��, ZONED:RH ELEVATION THROUGH THE RADIUS.fA, 0
NEW LIGHT DUTY ASPHALT PAVEMENT.PROVIDE 1"S9.5B SURFACE 0
��� COURSE.ON 2'S9.561NDER COURSE ON 6^COMPACTED ABC BASELU�-� ` _ _ NEW HEAVY DUTY ASPHALT PAVEMENT.PROVIDE 1"59.58 SURFACE• lir COURSE ON 2"S9S BINDER COURSE ON B"COMPACTED ABC BASE
ft%
1111 60 it, 1 I• .-;'1 NEW CONCRETE.
1 \1 i O•oe O O��// .• O� 10'SIDE BUILDING SETBACK
I Q V�./ �� ,,/ TYPICAL PARKING DIMENSIONS o a 0 n
-
© ���`,
' /���s� / O • • © \ �O 0 O* • • I 18' I 26. I 18'
S •
1
I • O D
0 2
T9' m W
PAVILION a TWO-WAY PARKING O 3 W
0, FFE=907.70
_ • I SO.FT. ACRE a g U O
20'REAR BUILDING SETBACK (,1
_ _ m
_ _ _ TOTAL SITE AREA: 257,235 5.91
/ MN - a-
/ ME - AM
_ " + _ ' EXISTING BUA
I
BUILDING: 0 0.00
LL
/ ROBERT&LORI YOUNG PAVEMENT: 0 o.OD w
/ PARCEL ID:580600768647 '
'
0 0.00 w
ZONED:HB TOTAL: 0 0.00
a
I PERCENT BUA: 0.00% o L
ow
EXISTING BUA TO BE REMOVED 8
ci
BUILDING: 0 I
0.002
EC
I
L20'REAR BUILDING SETBACK- I PAVEMENT: 0 0.00 0
I ...
CONCRETE: 0 0.00
I _ _'
ROBERT BLORI YOUNG a ;-
PARCEL ID:580612863663 GENERAL NOTES _ TOTAL: 0 0.00
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PROPOSED BUA
3'A"(MIN) 18'-0" _ 2r-0• _ 18w" 7-0" ZONED HB 1. ALL DEVELOPMENT SHALL CONFORM WITH THE YADKIN COUNTY ZONING ORDINANCE. o
_ BUILDING: 19,600 0.45 Q z
PARKING PARKING
_ __ 1a•-0" _ 2.ALL DIMENSIONS ARE TO EDGE OF PAVEMENT,FACE OF CURB AND FACE OF BUILDING, PAVEMENT: 37,061 0.85
4"THICK CONCRETE UNLESS OTHERWISE NOTED.VERIFY ALL BUILDING DIMENSIONS WITH ARCHITECT PRIOR TO CONCRETE: 4,857 0.11
SIDEWALK START OF CONSTRUCTION.
TOTAL: 61,518 1.41_ SITE
1/4"PER FOOT 1/4"PER FOOT
1/4"PER Fool- -va^PER FOOT •� � 3.EXISTING SITE BOUNDARY,LOCATION AND TOPOGRAPHIC SURVEY INFORMATION TAKEN
- FROM A SURVEY PROVIDED BY ALLIED LAND SURVEYING CO. EXISTING CONTOURS ARE PROPOSED PERCENIBUB: 23.91% LAYOUT
I SHOWN AT 1'INTERVALS.PROPOSED CONTOURS ARE SHOWN AT 1'INTERVALS.
STANDARD 2,0"i 1"59.513
CURB AND GUTTER (PARKING STALLS) 1"SS9.58
LE) ® PLAN
(SPILL TYPE) (DRIVE AISLE) 4.ALL PAINT STRIPING,PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM TO THE"MANUAL
2'59.SB 2"ss.SB 6" 15' ON UNIFORM TRAFFIC CONTROL DEVICES",LATEST EDITION.
(PARKING STALLS) (DRIVE AISLE)
6"COMPACTED ABC 8"COMPACTED ABC il4"PER FOOT 3^R 5.SPILL TYPE CURB AND GUTTER WILL BE PROVIDED WHERE REQUIRED TO ACHIEVE POSITIVE
(PARKING STALLS) (DRIVE AISLE) fi' .` 1AP PER FOOT DRAINAGE AWAY FROM THE FACE OF CURB.CURB AND GUTTER CONTRACTOR SHALL GRAPHIC SCALE SHEET
6' :i•: REVIEW STRING LINES PRIOR TO CURB AND GUTTER PLACEMENT TO ENSURE ADEQUATE
TYPICAL SECTION(PRIVATE) I ABC DRAINAGE IN SPILL AREAS AND AROUND ALL RADII. ME II ABC
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STANDARD 2'-0"CURB AND GUTTER
r 2•-0" -1PAVVEMENTO 1
SECTION
NOT TO SCALE
NCDOT 2'-0"CURB AND GUTTER DETAIL ( IN FEET)
NOT TO SCALE
1 inch= 40 ft.