NCC240545_Site Plan or Location Map_20240226

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STANDA DPROCTO ED TO A MIDRY 98% STANDA DPROCTO ED TO A MIDRY 96% Z N
STANDARD PROCTOR MAXIMUM DRY STANDARD PROCTOR MAXIMUM DRY 3 U
DENSITY(ASTM D 898):REFER TO SOILS DENSITY(ASTM 0698);REFER TO SOILS VI Z
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k\ PIN:6885-54-4119
"� MARK DARRELL BARBER I 1
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FIRE I 1 I \\ `� --''''I Sst $ EXISTING /...1 \y VICINITY$MAP
e HYDRANT ,,,.„(;4,--,.„„
` ` REMAINDER OF t- DRIVEWAY
\ SUBJECT PARCEL \�_ ° l - /
III r II c \. _ PIN:6885-54-1192 y PIN;6685 54 234 SITE DATA:
r SLOAN ALLRED II LLC 6S EASEMENTE AND REGRESS 1��II ('I I \ -. \ )^. SS44
AMY P.STINNETT OPAL DEVELOPMENT FUND I I C.OPAL
D.B.3675 PG.3960D S,3452 PG.2201
'I„ I I i (D.E.lass,Pc.19z3I -- - CAPITAL,LLG PATCO SPE VIII LLC
ZONED:HE-S .S, 'S -
R�, S, ZONE@:RS-12 PIN:6885-53.3816
II I� 1 1 ��`jj �� A d 0.$.3727 P _453 .
II IF \ \ , TOTAL AREA:2.90 AC
Ill 1• EXISTING SIDEWALK 20 SANITARY
SEWER ESMT /1
\ 5701371581W 336.76 - - V (P B.46 PG.81) � /
I I �� I ZONING:
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,�II •
<'. r I 1L I \ S \ \ EXISTING ZONING: HB-3 / \
DUMPSTER WITH S, /
EXISTING 6 - I c/ ` PROP.�.°` _ CONCRETE PAD SIDEWALK ' \ �s0 _ DEVELOPMENT STANDARDS. /
s S> MINIMUM LOT SIZE 20,00' SF
DRIVEWAY } 1`. � / SEE ARCHITECTURAL V »� ` 7s�' LIEE2D
40'\ 7> R7, TH:100I II i 40'SETBACK • BACK 20I20'II :fi0' 3
PROP.2 DOMESTIC WATER-F I I1 ��` Tp. -\ / 3 DRIVEWAY CONNECTION II 5• I II \ _ - \ \ S-. WAT€RSHE@@ATP:. .
WITH 2"METER AND 2' i.,I c I -- _ _ _ r -* �-- \\ WATERSHED:ABEOTT3 CREEK D`5
REDUCED PRESSURE 1�. I ry - .._ _. PROP.6' 9 WATERSHED CLASSIFICATION:VVS-III �?
ASSEMBLY TO CITY OF WS I, '1 I I - _r '--. SIDEWALKO r. :St= ',h RIVER BASIN:YA@KIN=PEEDEE 6 w Ls o
STANDARD AND DETAIL(SEE ' I ,1 18' 9' 10 ''• -e i SS /pGe�\ g SOIL TYPES:FCC2,FcD2,F80,CmB2 S 4
SHEET 12)WHICH SHALL I, I i I (TYP) (TYP)' - - ` \ \`\ AVG.SLOPE 10.9% w
INCLUDE CONCRETE PAD,110 p I�I 1 16 J t\ �, _ �" �\ C'/ �`; \
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TH HEAT TAPE AND ASSE I I 1 �� �`� , �\. SS ,.....� daFiAC
1060 CERTIFIED ENCLOSURE. 1 I ' m --2"DOMESTIC
I --I AIII�11l ,1i • 1 SERVICE ' SS
I ILd,w I W w W w W w\ w , w w w w w w W w 'W 26'DRIVE AISLE \ 10 W w f W-1 CONDUIT FOR ' �/ \`'" \\`� .'^� \
• w w w w w w w �zw w w w ww ww
1-8'X2"TAPPING-� (I- ( Ill
X 10'PAD FOR CHARGING FUTURE EV ' PROP'S� \.` °�*-•
`9 e `6"DIP FIRE
SLEEVE AND VALVE a �I 6"REDU v� § ,o % TRANSFORMER SIDEWALK \ 2 l` \
SLEEVE AND VALVE I I1 a 20' �- `
L-1 ' LINE STATIONS /� `��
III 1-8"X6"TAPPING - / �\ / \ i / '�-" - •4 `Smoi
-
y LEDii, PROPOSED S>s> J
I1 I" PRESSURE / VA P ❑6 �..� \. E GREASE a>�(3,,y, ��
OII'l1 I DETECTOR / 8 / TYP 9 0441 DRAN UNE 2j e47
1- ASSEMBLY \ _ g1 /� ( ) g (TYP) LOCATION WITH \ NOTES:
BACK FLOW ce
EXISTING B I I I i I I PREVENTER - o 1 - �`> • 10'X 15'SIGN ESMT. EXISTING
•
II DIP WATER -- " - - 6.5'SIDEWALK \ DRNEWAY 1 MAXIMUM W
li _ LINE l ° °a D I..- --- - •� �\\�\ M BUILDING HEIGHT IS 60 FT.
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i {. I i . -.. TRY! B �Z !G� CLEAN uT / �/ Z
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_ EN FIRE PIT ;+ °EXIT ITY PJ - / 2. DEVELOPER SHALL PLACE A SIGN AT THE END OF THE Z
Q\ \ I O �� AREA i1 [01 - //^\ PUBLIC SECTION OF HANES STREET IDENTIFYING NO W
ENTRY/� '---41■ < I c. SPIN'6885-53�858 TRESPASSING TO THE PRIVATE STREET PORTION.THE SIGN a
'NEXUS HOSPITALITY LLC SHALL BE AT A MINIMUM SIX 6 FEET TALL AND WITH A
I, I� EXIT 6 DIP FIRE LINE ()
I� �'\'� / I PROPOSED BUILDING LEX TRY/ `BUILDING ENTRY ' ° �1, ! " D.B.3N55 PG.3348 LETTER AREA OF 24 X 36 INCHES. I
�'-� II 1 - LJ/ PROPOSED 6"SANITARY D HB-S
LOCATION
ZONE
I I \ _ ° SEWER SERVICE 3. AT THE TIME OF BUILDING PERMIT APPLICATION,APPLICANT W J
n¢l V I- t- \li II.. \ 4 STORIES 95 ROOMS ,°" 3"DOMESTIC \ • I '� EI SHALL SUBMIT AN ACCESS PLAN THAT ALLOWS FULL
J J a 14,635 SF µ q ENTRY -l o J •� ACCESS TO THE RESIDENTIAL PROPERTIES ALONG HANES, F
J .. c N ACCESSIBLE EV MINIMALLY,THE ACCESS WILL BE TO THE SAME STANDARDS
CL CO 7 Ig III I : ' : LOCATION �1,.- g� CHARGING STATION ' THAT CURRENTLY EXIST. y
11 26' ENTRY/ 'ENTRY/ , p!,� gyp' 4. THE LIGHTING FOR THE PROJECT SHALL BE"CUT-OFF W W
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m ' / DRIVE - EXIT' EXIT ° 0 11�`6J 8 J LIGHTING FIXTURES.PEDESTRIAN SCALE LIGHTING SHOULD
I Q 5 I_ A .1 AISLE ENTRY/ ILLUMINATE SO THAT LIGHTING DISSOLVES AT THE ROOF V -
= °- q \ ELECTRI :_ 1 LINES OF BUILDINGS OR THE TOP OF THE LIGHT POLE,POLE Q (/)
j I''I ° , 1 I \ EXIT VEHICL- -/ - 18' HEIGHTS SHALL BE A MAXIMUM OF 20 FEET.SECURITY J
I; II I ` 5' ' - CHARGINB °-a -, (TYP) LIGHTING FOR THE BUILDING(IF NEEDED)SHALL BE A a
I - WITH BOLLAR. CUT-OFF LIGHTING FIXTURE MOUNTED TO A POLE OR WALL.
SIDEWALK ENTRY/ (TYP a4 4_11J,
_' li I 1 \ \ EXIT _--�-� � 5. IN ADDITION TO THE MINIMUM REQUIRED STREETYARD W
II I j - 'I'III 1011111111111111111 , PLANTINGS FOUND IN SECTION 3-4.3(B),THE STREETYARD Z
EXISTING I� \ S_IIIIIIII1111.11111111111111111111E111111lli"41I 26' �>J ABUTTING THE HANES STREET RIGHT-OF-WAY SHALL
DRIVEWAY ,, ), Ic9 \ w I _ �'T11 DRIVE REQUIRE AN ADDITIONAL TWO EVERGREEN TREES PER O
\ < -, 6.5'SIDEWALK, - ®a '!� ♦ AISLE ONE HUNDRED(100)LINEAR FEET TO PROVIDE ENHANCED
�.. D ti - - _*` �"'� - • E �A" SCREENING OF THE DUMPSTER FROM THE ADJACENT l
y �� $ �� - 8' �" ' _ �® �' "ee �'�' RESIDENTIAL PROPERTY.WHEN PLANTED,THE TREES
I ■l 1 I'' \
- \.____��,____ ---"___w- cal I \ 18' 11 �8' ° PORTE-COCHERE ry/ I '�-� a, pj� NSTALLA ETA,
ON AND SHALL BE AT LEAST TWOE2)Hi
CHES IN
��` II (NP) , 8","[ 95 11�, . J ■ 4-- - "---
I DIAMETER MEASURED SIX(6)INCHES ABOVE GROUND
j V g, '3 9 �l �. - --�8 7 Cat O •` ALEVEL. DO NOT SEE ANY EVERGREEN TREES PROPOSED.
I -_(TYP)�� \ _ \ ` `
n
11 G i I \ �y�c 3' EXISTING TREE \ 6. THE DEVELOPER SHALL CONSTRUCT A STUB OUT FORA 28'
I� \ 26'DRIVE LINE(TYP) - /\/,1' ACCESS AISLE TO THE PROPERTY LINE TO THE EAST AS
Oi.. \ __ _" AISLE /_ \ SHOWN ON THE SITE PLAN. o
c --- \ / 26 ACCESS FOR
III n ` 7. DEVELOPER SHALL PLACE A SIGN AT THE END OF THE W gg
ADJACENT PROPERTY F>
\ -� �- PUBLIC SECTION OF HANES STREET IDENTIFYING NO =
r 1) I j , _ _L1I
TBA K- \ _ � \ i� 9, \ / / TRESPASSING TO THE PRIVATE STREET PORTION.THE SIGN o o
I------- �'1 I - - -� y(TYP) 16' �� SHALL BE AT A MINIMUM SIX(8)FEET TALL WITH A LETTER LL•a
1 �� aIPROPOSEDHW
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�,II k I __ - -- -- - ( ` EA - I UTILITY NOTES:
Al MP - 20'DRAINAGE EASEMENT - PROPOSED y DUN PAVEMENT
----- PROPOSED PROPOSED SIGN
-: C7, �J` (P.B.4A.PG.42) ` HT DUTY \// ' 1. ANY EXISTING UTILITY CONNECTIONS NOT INTENDED TO BE \
II I CURB CUT PAVEMENT - LOCATION WITH ` 3 USED FOR REUSE MUST BE TERMINATED AT THE MAIN. \ /
26
/ • \��` Q - r� uc
10 X 15'SIGN ESMT. 7� / i� \ \
F gL\ \`(4 uc / EXISTING SIDEWALK ---�u� uc \D DRIVE AISLE �/ 2. WATER METERS ARE PURCHASED THROUGH CITY OF
__.-._---us t'e.\ F __-UE__--_uF__ i �---5 c uc \/ yso WINSTON SALEM(COWS). Z
/ --u . \ uc - UC--uc_ uc uc --_-__ 64,D7,57^ly��u - \ ` SITE SIZE AND COVERAGE: Z
I/l �2� -u -- C-1958 ° c ST TOTAL ACREAGE:290 ACRES 3. UTILITIES SYSTEM DEVELOPMENT FEES,FOR WATER AND 0
,: _ 570°5a'1rw B.E `� Rg R PROP.FDC z
\� _�,w___ .,., _ ,--w�yy- _ w__ �-03 UE_ `Tyq SITE COVERAGE WASTEWATER,ARE DUE AT THE TIME OF NEW METER c-w •• Z+ G �57 �G G G G � _�•� w 1, uL_1°0 t2� uc D /p LOCATION ZONING BUILDING TO LAND;0.33 ACRES(11.35%) PURCHASES Z
- -- =�- _ y 759�� VE \ EXISTING ZONING:H. PAVEMENT TO LAND 132 ACRES(4 A.)
- _ - i"-i a1L U�� �� / PROPOSED ZONING:H. OPEN SPACE 109 ACRES(35.79%) ^2
EXISTING FIRE '� � ` TYPE OF REVIEW REQUESTED:FOP BUILDING SQUARE FOOTAGE 143915E
I
_ - W '�F-- A/ ` O BUILDING HEIGHT x48 FT 4. SINCE HANES STREET IS TO BE IMPROVED,CCTV OF THE �p d
HYDRANT ► -.__`r' u� - /'. \ / EXISTING SANITARY SEWER LINE WILL BE REQUIRED POST U
STAFFORD CENTRE DRIVE \
,� /\ %/ CONSTRUCTION.IT IS ENCOURAGED TO PERFORM CCTV z
BUFFERYARDS
Q (60'PUBLIC R/W PRE-CONSTRICTION.THAT WAY,IF THERE ARE EXISTING Z
a II - / ADJOINING ZONING HBS,HBL Q
- - - - S TYPE a RO ED wA DAMAGE TO THE SEWER LINE,THE COWS UTILITIES WILL BE > Z g
n -- -- ` \ � WIDTH PROVIDED'.0 REQUIRED TO FIX. > 1 $
- 4411111E \1 FENCE OPTIONS:WA W
- ._� �\ EXISTING FIRE \ \ OFF STREET PARKING > e
HYDRANT PROPOSED USE(S)HOTEL PARKING W 8
I -'i. -�` -- `\ NUMBER OF ROOMS OS .,
I
\ INFRASTRUCTURE: REQUIRED PARNNG:I SPACE PER ROOM 95 SPACES N s
r _ - - NATE ACCESSIBLE SPACES)
PROVIOE0.1025PAC (INCLUDING S HANDICAP
• / /. -_�--______ STREETS o
( ES
/� W �
SEWER: X PUBLIC PRRIVAT
'IL ///� SS--- $$____ may\ C
CES Q G '
p i T5:NIA �
B
\ -- $S__ / \ \ DRAWN BY:LSWADY
a WATERSHED SITE DATA CHECKED BY:BCS
/ THIS SITE IS LOCATED IN THE ABBOTTS CREEK WATERSHED WS-II P DATE:OB/04/23
PROJECT NO.:16045.001
A. TOTAL SITE AREA: 126,325 S.F. (2.90 AC) TOWN OF KERNERSVILLE REF.
NO.:-
B. PROPOSED DISTURBED AREA: TBD PLANNING K ENGINEERING pM91pry
C. EXISTING IMPERVIOUS SURFACE AREA: 2,300 S.F. 0.05 AC) APPROVED FOR CONSTRUGT•OAI
20 0 10 20 40 80 D. EXISTING IMPERVIOUS SURFACE AREA BUILT BEFORE 1993: 2,300 S.F. (0.05 AC)
Musr Sien=.La3°3sw°sasww.e•o°•,"�+CC.•; "....-°...•... S°N..rCAQ°''"+t\a+ E. TOTAL REGULATED UNDEVELOPED SITE AREA:(A-D) 124,025 S.F. (2.85 AC) sleRea: t.F:.�,�,E4�"_-`O : < O'a,
1,,R U F. TOTAL PROPOSED IMPERVIOUS SURFACE AREA: 81,113 S.F. (1.88 AC) >O f 2°"O
J 81
?o r SCALE:1"=20' Date:
QyYyy4
` F� G. REGULATED IMPERVIOUS SURFACE AREA:(F-D) 78,813 S.F. (1.81 AC) SEP 1
`4� H. PROPOSED IMPERVIOUS SURFACE AREA PERCENTAGE:(F/A)*100 64.21% •+M•+a"'e_ws,r•,.me(3.,, ,,,N ■
I. REGULATED IMPERVIOUS SURFACE AREA PERCENTAGE:(G!E)*100 63.55% C`
a I, N J. IF RESIDENTIAL,UNITS PER ACRE: N/A ""=m •
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CONTACI'ONE-CALL CENTER
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