NCC232205_Site Plan or Location Map_20230725

PROPERTY INFORMATION:
PARCEL ID NUMBER:6825-81-1669,6825-81-2953
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0 , e ZONING:GB-L "0 - ,,..Q �j i N
' ACREAGE:3.60 -ice T.- Z
h - •h6PROPERTYOWNER:
�' PCCI LAND,INC. ° "' U
/ __ 639 S.GREEN ST. w�^ p v E
LANDMARK HOMES,LL'C I \ RSQ JAMES WILLWM / �''•£� WINSTON SALEM,NC 27101 ooa,xmeO Z .
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PARCEL ID:6826]1- 31 I Q re 3
TAX BLOCK 1006 LOT 090
POWELL,JR. GRAVEL DEVELOPER/APPLICANT: - g e a Q r
KING 680 PCP,LLC ZONED RSOyHB I PARCEL IDe835-67-8631 NO HOTEL,LLC Y ? a - CD Z M
PARCEL ID:682581-0176 TAX BLOC D R LOT 093 /-- J/ 812 SYLVAN ROAD ..,• Z
TAX BLOCK 1005 LOT 102A I ZONED RSO / �; II ,i W g w tip'°4 i
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DEED INFORMATION AND FIELb EVIDENCE. © I• N VWig ) e
O ® _ 0 _ of I FRC ACADEMY,LLC TWTYPE OF REVIEW: ���.•'�•
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\ ! O II � ` ¢ �®® / �w y+" �,� X CITY OF WINSTON-SALEM DRAWING
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_ �- -_ -- ��1 I'" n 0y PURPOSE STATEMENT:THE PURPOSE OF THIS REQUEST FOR REVIEW
TAX BLOCK 1005 LOT 102A 0 A
, ; wR ZONED HB i� O II "".1 II III0' . _ `: Q. ,A I ¢ 1 ,II I III HB • IS TO: OBTAIN PERMITS FOR CONSTRUCTION. ePURPOSES ONLY
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1 \ O1 II. I• �� 6^coNc PIN#'S: 6825-81-1669&6825-81-2953 IJJ
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('I I a I� II�� S z EXISTING ZONING GB-L w J d9 - ,wit _ �P� PROPOSED MULTI-STORY300)(7') I i I H, I•/ J Yr< ♦ ■. 21,000 SF 8 FOOTPRINT(300'z70')13Eti O � �'!F'& FFE-785/774 igi- ' _ EXTRA SPACE I.J.J __I w Q
INV IN 759.23' o O _ I INv=769.00' PROPERTIES 106 LLCPROPOSED ZONING. NO CHANGECL w w Z
INV OUT-758.94_Y __ n C d _ (\� I INV768.89' PARCELID:fi825-82-0513__,' \ :�� --- ',' j T
z'>=I TAX BLOCK D FI LOT 301 O U LU
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PROPOSED USES: RESIDENTIAL,MULTI-FAMILY Z
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Q F .----- RIM770.13 DIN IBUILDING SETBACKS fn Z7 INV OUT=]63.95 $D-2RCP TOP 771 75 II A H I� - / INV767.62 12„RCP -
I� SD SDS7 15'RCP ' ,(PO 8�TOP.772.1O 7 �r 0 INV785.71' FRONT'REAR______- SD SD_� OP:nta2� FF5 M7L GUARD RAIL Ia NV 758.59 NONE REQUIRED O
NONE REQUIRED co
- INv-7sa.17' SIDE NONE REQUIRED- . U STREET: NONE REQUIRED
499'TRAVEL Fes- F7 F5 F5 F5 F F�� F5 s NV]49.6]' CO
LENGTH - F5 1 F5I T o --
41
�" �S[s ofY Nv=749.az BUFFERYARDS
INV=]55.03' - ) I-
�Sy 1 - ADJOININGZONING RSQ,HB�,� CONC WALL CONC WALLLL PIL ❑ / _I I I ry'ry N N
EX. BA RELS TYPE REQUIRED: TYPE III g
FH INV=749.31
S s Nv=]s3.11 CREEK / m
20TNv N-745. RIMS76` G ` Nv=75ons' 1/1 N ❑� WIDTH PROVIDED: 20' FT
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RIMIN 750' G S PETERS
INV IN-756.61'(8^) G n BUA LATIONS
IN/IA=7552e(8„) G� G_______
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_____________ S S 30"VC- CvyONC/5 .�,A L--�1•` -7 22-053 The NoveF be at Peters Creek O m 0
INV IN=746.14'(30') /Ay[ zG
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------- - - nGUARo-.a MH-D ..'�` _ 11 20 OFF-STREET PARKING w'o g w '7
- --- CONC WALL 1;J RIM�7ra3.60� K I Q
W -------------------- - CONC WALL o_ ❑ U ❑
- ��� G �- _ _ t• PROPOSED USES: RESIDENTIAL MULTI-FAMILY
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�� vA 0!� �� LB 1.4 Z 1'�C- v3 30^ &G G7y G s . SL SQ.FT. ACRE
W� +� so vr�i REQUIRED PARKING: 1.5 SPACES PER UNIT
lj -- v3- W w to N c�TOP=7ss.39' SITE AREA: 163,035 3.74
HWY/150 PETERS CREEK PKWY 36•B - MH-S ® - S `5 6 INV=750.83'DR,. 62 UNITS
A lye ST RIM=763.63' p 93 INV=761.55' z
6 CONS O ''" c INV=749.2T TOTAL REQUIRED PARKING: 93 SPACES rc
v e„CI w W _� 9d INV IN=758.28'(8') ti EXISTING BUA w i
7
iC2 -- w'- IN�ffE74�.\4'(30") 96 n E
KEY NOTES 5� -e 5'� a•CI I w Al `� BUILDING: 28,113 0.65 PROVIDED PARKING: 94 SPACES(INCL.11 ACCESSIBLE) o d 8
OA NEW CITY OF WINSTON-SALEM DRIVEWAY CONCRETE APRON BUILT TO RIGHT-OF-WAY.HEAVY DUTY CONCRETE s^CON - _ F - • PAVEMENT/GRAVEL: 57,203 1.31 _ y o
SHALL BE 8"4,000 PSI OVER 6'COMPACTED ABC.DRIVEWAY APRON SHALL BE CONSTRUCTED BY A BONDED AND _ A 12"CONC ISLE fi'CONC CONCRETE: 4,806 0.11 w o
LICENSED CONTRACTOR.SEE CITY STD.DETAIL(V-13)ON SHEET C3.2 FOR LAYOUT.CONTACT THE ENGINEERING I- - - - - S `° INFRASTRUCTURE 3
FIELD OFFICE(EFO)AT 336-727-8063 TO SET UP INSPECTIONS,PRIOR TO CONSTRUCTION.THE DRIVEWAY PERMIT - _ �/
TOTAL: 90,122 2.07 8
WILL EXPIRE ONE YEAR FROM THE DATE OF ISSUANCE. F rc w
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_O NEW LIGHT DUTY ASPHALT PAVEMENT.PROVIDE 2"S9.5B SURFACE COURSE ON 7'COMPACTED ABC BASE O HWY 150/PETERSF5 1n = PERCENT BUA: 66.28% w
COURSE.THIS ASPHALT SHALL BE INSTALLED IN ALL PARKING AREAS. CREEK P S N A Si o WATER: X
I OC NEW HEAVY DUTY ASPHALT PAVEMENT.PROVIDE 1.5.S9.5B SURFACE COURSE ON 2"119.UC BINDER COURSE ON TOP]F6.80' KWY BST WIDTH VANES-"' w �- I SEWER: X
`-'
8"COMPACTED ABC BASE COURSE.THIS ASPHALT SHALL BE INSTALLED IN ALL DRIVE AREAS. `.� 30"C8G -F`S I _ y EXISTING BUA TO BE REMOVED
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I I. �,I O NEW STANDARD 7-0.CURB AND GUTTER,NCDOT STANDARD 846.01. 60'GONG 9j ��- N w05 N < m PAVEMENT/GRAVEL:I 57203 LDING: 28,113 131.65 STREETS: X o n�� m
d �_ _ ? N o LINEAR FEET OF PUBLIC STREETS: N/A FT
E NEW 4"THICK,3,000 PSI CONCRETE SIDEWALK WITH BROOM FINISH.SIDEWALK SHALL BE TURN DOWN STYLE ----_____6"GONG' -- CONC I ID
O ADJACENT TO PARKING/DRIVE AREAS.SEE ARCHITECTURAL PLANS FOR JOINT LAYOUT.(TYP.4'-0"O.C.MAX.). " .---------- 60"GONG I A - ". y CONCRETE: 4,806 0.11
GENERAL NOTES TOTAL: 90,122 2.07 ri
a 0
OF NEW HANDICAP RAMP IN ACCORDANCE WITH ADA ACCESSIBILITY GUIDELINES.SIDEWALK IN FRONT OF KEY NOTES
ACCESSIBLE SPACES TO BE FLUSH WITH TRANSITION TO FULL HEIGHT CURB BEYOND-SEE SHEET CI.7. ONEW PLAYGROUND AREA AND EQUIPMENT.PROVIDE fi"COMPACTED ABC BASE COURSE WITH MULCH. 1. EXISTING SITE BOUNDARY INFORMATION AND TOPOGRAPHY TAKEN FROM A SURVEY PREPARED BY SITE SIZE AND COVERAGES
ALLIED ASSOCIATES,P.A. PROPOSED BUA SITE
COORDINATE WITH ARCHITECTURAL PLANS FOR TYPE AND AMOUNT OF MULCH,AS WELL AS EQUIPMENT TYPE.
ONEW 4"WHITE PAVEMENT MARKING. O 2. ALL DEVELOPMENT SHALL CONFORM WITH THE CITY OF WINSTON-SALEM UNIFIED DEVELOPMENT BUILDING: 21,000 0.48 TOTAL ACREAGE: 3.74 ACRE(S)
O NEW PEDESTRIAN BENCHES(3)WITH 4"CONCRETE PAD UNDERNEATH.COORDINATE WITH ARCHITECTURAL ORDINANCE'.
PLANS FOR BENCH TYPE. PAVEMENT: 40,095 0.92 SITE COVERAGES:
H NEW R7-8,R7-8A AND R7-8D HANDICAP SIGNS WITH'VAN ACCESSIBLE"SIGN MOUNTED ABOVE AND"$250 FINE" 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT,FACE OF CURB AND FACE OF BUILDING,UNLESS LAYOUT
MOUNTED BELOW IN ACCORDANCE WITH ADA REQUIREMENTS. O NEW HANDICAP RAMPS(2)AT DRIVEWAY APRON IN ACCORDANCE WITH ADA ACCESSIBILITY GUIDELINES. OTHERWISE NOTED.VERIFY ALL BUILDING DIMENSIONS WITH ARCHITECT PRIOR TO START OF CONCRETE: 4,387 0.10 BUILDING TO LAND 12.88 %
HANDICAP RAMP SHALL HAVE DETECTABLE WARNINGS INSTALLED IN ACCORDANCE WITH CITY OF CONSTRUCTION. TOTAL: 65,462 1.60
O NEW R7-8 AND R7-8D HANDICAP SIGNS WITH"$250 FINE"MOUNTED BELOW IN ACCORDANCE WITH ADA WINSTON-SALEM REQUIREMENTS. PAVEMENT TO LAND 27.27 % PLAN
REQUIREMENTS. 4. PUBLIC WATER AND SEWER SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF
OQ NEW MODULAR BLOCK RETAINING WALL.THE MAXIMUM RETAINED HEIGHT IS 10',AS INDICATED,WITH A 10.WIDE THE CITY-COUNTY UTILITIES COMMISSION. PERCENT BUA: 40.16% OPEN SPACE 59.85
INTERVENING TERRACE,SLOPED LESS THAN 3:1 PER CITY ORDINANCE.SEE SHEET C1.7 FOR SPOT ELEVATIONS.
JO REQUIRED HANDICAP SPACE.THESE SPACES DO NOT REQUIRE PAINT MARKINGS ON ASPHALT TO DESIGNATE CONTRACTOR TO COORDINATE WITH WALL MANUFACTURER FOR INSTALLATION DETAILS,INCLUDING GEOGRID. 5. ALL WATER AND SEWER MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE STANDARDS AND
HANDICAP PARKING. COORDINATE WITH OWNER&ARCHITECT FOR APPROVAL OF BLOCK COLOR PRIOR TO ORDERING MATERIALS. SPECIFICATIONS OF THE CITY OF WINSTON-SALEM,FEBRUARY 2015,EDITION. GRAPHIC SCALE TOTAL 100 % SHEET
OR NEW 6'HIGH BLACK VINYL CHAINLINK SECURITY FENCE. BUILDING SQUARE FOOTAGE: 21,000 SF
OK NEW CONCRETE ANCHORED WHEEL STOP,TYPICAL. 30 o 15 Jo 50 120
ANY CHANGE OR ADDITIONS TO EXTERIOR MAX BUILDING HEIGHT: 40 FT
O NEW DUMPSTER PAD.PROVIDE 8"THICK 4,500 PSI CONCRETE WITH 10x10 W1.4xW2.9 WELDED WIRE FABRIC ON 6' LIGHTING MUST COMPLY WITH SECTION 6.6 OF �/]
COMPACTED ABC.PROVIDE VISUAL SCREENING PER CITY OF WINSTON-SALEM REQUIRMENTS(SECTION 6.2.1F). THE UDO CLEARCODE"EXTERIOR LIGHTING".
(IN FEET)
I I O NEW 8"THICK COMPACTED ABC FOR FIRE DEPARTMENT ACCESS-MUST CARRY THE IMPOSED LOAD OF 75,000 LBS. 1 Inch- 30 EL