NCC241824_Site Plan or Location Map_20240613

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EXISTING WENDOVER SITE DEVELOPMENT PLAN NOTES N
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-Ex-ROW- AVENUE FACE OF CURB— ..Ex-ROW- -Ex-ROW- -Ex-ROW- -Ex-ROW- -Ex-ROW- -Ex - 1.SEE"GENERAL NOTES"SHEET FOR SITE GENERAL CONSTRUCTION NOTES,PAVING,STRIPING, I-
-Ez-ROW- GRADING.AND ZONING NOTES. N O
W. WENDOVER AVENUE o 2.SEE"EXISTING CONDITIONS"FOR COMPLETE BOUNDARY DESCRIPTION,ADJOINING PROPERTIES,
° _ _ (VARIABLE PUBLIC R/W) CONTRACTOR TO COORDINATE ZONING AND USE.
a - - - - EXISTING WENDOVER (MAJOR THOROUGHFARE, SR # US 70) WITH DUKE ENERGY ON POLE 3.SEE"SITE DETAILS"SHEETS FOR DETAILS REFERENCED ON THE SITE PLANS. Q
i. AVENUE CENTERLINE RELOCATION.POLE TO BE EXISTING WENDOVER 4.ALL DIMENSIONS SHOWN ARE MEASURED FROM THE FACE OF CURB TO FACE OF CURB,UNLESS
PB. 97 PG. 43 LOCATED AT LEAST 5'FROM AVENUE CENTERLINE OTHERWISE NOTED.DIMENSIONS LABELED"EOP"ARE MEASURED FROM LIP OF GUTTER TO LIP
CONTRACTOR TO COORDINATE WITH DUKE DRIVEWAY. m
E ENERGY ON POLE RELOCATION.POLE TO BE F-PROPOSED ABEMENT SI eRElC ACCESS
ECo :•.; I OF GUTTER.
LOCATED AT LEAST 5'FROM DRIVEWAY. - 1a'BEHIND SIDEWAU((TYPJ S.DIMENSIONS TO THE BUILDING ARE MEASURED TO THE EXTERIOR OF THE FOUNDATION WALL K
_ UNLESS OTHERWISE SHOWN.
PROPOSED RELOCATED DRIVEWAY BUILT TO COG 30.0'BUILDING SETBACK(TYP.) (3
PROPOSED RELOCATED DRIVEWAY BUILT TO 6.BEARINGS,DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE.REFER TO RECORDED Z N
STANDARD 4166,ACCEPTABLE DRIVEWAY PROPOSED PUBLIC ACCESS —
COG STANDARD 416-B,ACCEPTABLE DRIVEWAY PLATS AND SURVEYS FOR ADDITIONAL PROPERTY INFORMATION. Z
GRADES PER COG STANDARD 416-A,SHEET 2 EAESMENT TO BE RECORDED
Q p a GRADES PER COG STANDARD 416-A,SHEET 2 ® 1 a'BEHIND SIDEWAU((TYP�— 7.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND ¢ p
5 DPOSS STPRT DIMENSIONS OF VESTIBULES,SLOPE PAVING,SIDEWALKS,EXIT PORCHES,TRUCK DOCKS, Kx.rzt3.T tUc,t HAVHMtN R25 I0 PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. Oweppe...&
R} „ply - - _ 8.MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED THROUGHOUT EXIT DISCHARGES IN - RUa !. - Smmauff ` ff gumm A END' I<1iaP�11 .061h• �y ' r m - • - N ----- ACCORDANCE WITH NCBC. VCONTRACTOR TO INSTALL q a M r-' �� ! y� `w Rp / "M® • • 9.PROPOSED MONUMENT SIGN IS NOT SHOWN AND IS TO BE SUBMITTED VIA SEAPRATE
-_ ©•` --_ - ® ` rime--
©`•O O F� Ir S- ® P2 f® - -- ©I ®• p PERMITTING PROCESS.
y NCDOT RADIAL RAMP - C
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1 1 1 m l 111 1 11211- b- b b. O 6 1 l 12 L.
O PROPOSED PUBLIC
SIDEWALK ISVI It
��-©_� �IY�Its' M3 TRANURB AND UTTER 1/ B ��� •' •II�lSettpeTART ttP is': ��_ ____' ___ �S ; SITE PLAN KEY NOTES N J
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« EASEMENT TO BE RECORDED ' I® rep.AT END OF RADIUS i�'''''M2 0
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rvp © PiTTRANSITIONFROM26' lse SITE IMPROVEMENTS
_ ©56• ACCE9SIBLE PATH TO NSITION "STREET FACE OF CURB -2 O-- ral • • Oakz4• I Q O _ >8_ �� I-_- _18 • •, • u 0 / ��II O ("VAN"-INDICATES VAN ACCESSIBLE SPACE).
_fA� 24 • ' gill SI,NPO ''^.""'-x°�`CT%IL.WIDTII PER PL/•'.^%"NO CROSS SLOPE,SA MAX LONGITUDINI• U
W 'I 1 0 — I �_ I 18 I' 18r Sr END / I' O 9EBPE NOT USED Z Z
W I ( — 1 I EXITI MAIN 18' m IB' 24' 15 ® IB _$4' 18' / OE AFRAME SWING GATE —F
Q r I R38' R26^ I �--- ENTRANCE N
I --_ _ I I' ® O CONCRETE TRANSFORMER PAD PER LOCAL POWER COMPANY STANDARDS AND DETAILS. 0 O
w c I F- —y — __L _ 9,1� EXIT/CAR PROPOSED CROSS ��
_ EXIT/ I ACCESS EASEMENT
cl �' 0 _-L I - CAR ACCESS ACCESS '//// ; O pUMPSTER AND RECYCLE AREA.REFER TO ARCHITECTURAL PLAN FOR DESIGN INFORMATION. UQ
O — T1'P I — 0
-1- O •/ TVP. ALL OBSTRUCTIONS. / O 5'CONCRETE SIDEWALK WITH 3'GRASS STRIP PER CITY OF GREENSBORO DETAIL 418-A U N SU
I:2 0 II __ ,-_ I,O o.P4. •1O jl`© ® ©�•i
I OI CONCRETE WHEEL STOPS ^ t7 N M
- - - I ® - J STORAGE PARKING SPACE X% Q F a O
y 9 26.0'BUILDING SETBACK(TYP.) � I O -_ _- _ I ® �/ •` © I / O O ^
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I •I SERVICE
�1 I - _ (----j_ --1_ EXIT RIDE-UP AREA M. /� O CODE REQUIRED PARKING SPACE® jO
I �� _ _
3 r EXISTING NORWALK T - —_ I r I EXIT / I X� / O VERTICAL CURB TRANSITION O W LJ Y
STREET CENTERLINE f _ , EN <,D /
# © �/1 0/ 1 HONDA GREENSBORO ENTRY PROPOSED �— ©�_ �/ O 2'E"CURB AND GUTTER.
mi• w�d 3
O y PROPOSED PUBLIC ACCESS 0 •
T3 I —t_-- --, TWO STORY AUTOMOTIVE FDC LOCATION ® • O LIGHT POLE BASE(SEE ARCH PLANS) YZ
ioeerlieosloEWOE RECORDED
I l • III _ I I j--- _ -1--- I DEALERSHIP AND SERVICE AREA Pz 0 •� / aF-
a y -- -4--- I ±58,500 SF --- TYP. o
m °° PROPOSED RECONSTRUCTED ir .L1,-.._-__-__-
__-I-- " 1 .I EXIT/ENTRY FOR 4 P6mSITE WALLS5 1 1--_ _ I PROPOSED BUILDING HEIGHT.30'-4" PARTS DELIVERY 10 / • ©DRIVEWAY BUILT TO COG �_-�--- --_L_©IO Wi EXISTING RETAINING WALL TO REMAINO« STANDARD416B, O OACCEPTABLE DRIVEWAYW2 PROPOBED RETAINING WALL EXTENSIONa° E GRADES PER COG STANDARD 1 1-- -}'--i� I ' P4 (3633 W.WENDOVER AVE 111 (: 4' ,'(1 11 ❑ p0
O 416-A,SHEET 2 -F-_-i_-- I__ O' g " EXIT PROPOSED RETAINING WALL.ALL RETAINING SYSTEMS WITH A CUMULATIVE VERTICAL RELIEF LESS
0 0 I T I EXIT EXIT W3 THANSFEET AND LOCATED CLOSER TOABUILDING THAN THE VERTICAL RELIEF,BHALL BE
2-O 3 '---.I__- AND
OAL ASPECTI NSCAL(33 PROFESSIONAL,AND REOUIREA SEPARATE BUILDING PERMIT
o« R2 ��� ---L—N I I I 3 ----I • AND SPECIAL INSPECTIONS CALL(338)3]3-2155 FOR PERMIT.
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o I • —__1 __ I I 94 Tva. M3 I -- ' / PAVEMENT MARKINGS �0°'4�
° C.1 EC q O�j _©I ---�_—, 1 ©I O Mi 24"WIDE PAINTED STOP BAR AND 36"STOP SIGN.(WORD"STOP'PER PLAN)-NOT USED i•e •.O^
0-` W �O I al- _--I _ T— ® 24� M2 PAINTED IBLAND;d'TRAFFIC YELLOW STRIPING 2'-0"O.C.,45°TO THE PARKING SPACE(TVP.)OR
j6 $ ,
I ~t V CS N--__. - I---'I- L--'J- O TRAFFIC FLOW.
U 21/4 C I I IryI -- I 1 1 _ b.. • EXIT MECHANICAL/ELECTRICAL M3 SWSL/4'-SINGLE WHITE SOLID LINE-4"WIDE % �v,:
E I'a a y µ I_-'I I _ I __-r -
�J�I I�I dill ROOM ACCESS ONLY 0 41•L •••,
as I I 4� I ® -- r --1 —L—_J— v I 1z1 1 1 1 1 1 5 P61 1'�t' I 11` ® R
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a`° EXISTING w` O ` a' ► �• I ——I-NI:-)- — m1 ___1 j--- Pt a.ez• PROPOSED PAVEMENT SECTIONS ` O
NORWALK STREET I © I I---�--- « M3 , Z 2/12 1FACE OF CURBI -41—_ _-_L0© _- 91TYP.1 S 4 4_ d (J Pi STANDARD DUTY ASPHALT PAVEMENT: ; 3Wp \ I I —�----� - I I (--- __ III11111L-1 IIIIII7/' 122mP'II L M2 2486, P2 HEAW DUTY ASPHALT PAVEMENT: �� 0 OIir7-6 3] I -- I / 1II11111JII11II11II1 1 o 0 N0o _ / D H\ rn mn - • gJTVp) --_I _ I _ I I / I I III I m1IIIII IIIII � I7 V. :/
P3 STANDARD DUTY CONCRETE PAVEMENT: �. " d� O N a m
K n PROPOSED 5.0'S SIDEWALK AND 3.0' 30• I I I -1-- --♦---�_-- :--1--1—}—I— -I + I-4 I—-{— 4 I--1 —/ /i//(//r/////r//// ////)//(//�/r//// ; --_ o 0_
PLANTING STRIP TO BE CONSTRUCTED -© -I- I 11I- P4 HEAVY DUTY CONCRETE PAVEMENT: i' ;1 IO Y
I o _ I N N J N N N N
PER COG 418-A AND MAINTAINED BY I -� __ I - I-- 1 m1 I // I • • S • - NCDOTCLASSB HEAW DUTY I" A 4I y 0 O a N Q o
THE OF GREENSBORO f N -_-1 ---L--4 1 1 1 Is.l}y lI 1 1 1 1 1 �o�ll CONCRETE PAVEMENT: V o o U
j« x �I W I IF11�TIRE STORAGE I- I I If Pi • Z J PS CONCRETE SIDEWALK:
2 s 1 I --IT`F_-_ / - - M2 M3 •' K e•lTw) J M3 O M2 �_--
U CONTRACTOR TO .I —_-1'— I �—I— 'OM. + TYR 'DM. ----I
jw COORDINATE WITH DUKE ---_; % --_ ---�-- -1_- I I ((( 1 1 1 1 1 11 1 1 1 1 I 1 1 I 1 1 1 1 1 1 1 11 1 1 1 1 1 P2 CITY OF GREENSBORO TRANSPORTATION NOTES
E c ENERGY ON POLE AND ©I G —__I 1 1 1 1 1 1 1 ;, 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 /
° " OVERHEAD LINE i f —1--_ / j M3 CLOSE u 1 1. EXISTING/UNUSED DRIVEWAYS WITH 30'PER NCDOT 646.01 CURB AND GUTTER AND
RELOCATION.OVERHEAD
TONE _ CiliTilio / -+-- -♦-� : --i i i i i k:c3, -♦®1- - -♦-�-i i -ice-+-i i i -+-- / ��EXISTING FENCE _
rvv REMOVE CONCRETE APRONS,REPLACE AND RESTORE SIDEWALK AND GRASS STRIP PER COG
c LOCATED AT LEAST 5' 1�� N " N N N N / 416A
° FROM DRIVEWAY. I6,LN' / / m l // /
Os Boo3�' © s 11 —1p 2.NO PLANTINGS OR OTHER OBJECTS SHALL BE WITHIN SIGHT TRIANGLES DRIVEWAY
HEIGHT T N
¢ —_ 2.5'AND 8'(CANOPY)ABOVE THE FINISHED GRADE OF THE PROPOSED DRIVEWAY OR WITHIN ANY
a
E a P2 M2 0 P2 7844-31- STREET INTERSECTION SIGHT TRIANGLE.
._ n PROPOSED RECONSTRUCTED g n,p PROPOSED I ASB
DRIVEWAY BUILT TO COG � - ^ --pTYE RUT M3 K PHOTO STUDIO
OTIVE Nf 3.NO VEHICLES ACCESSING THIS SITE SHALL BACK TO OR FROM THE PUBLIC RIGHT OF WAY. J
%w STANDARD 416-B, I • TIP .0—) I 1f 1822 SF ATE H0J.7 NO VEHICLES ACCESSING THIS
v ACCEPTABLE DRIVEWAY _ -,--T-1- I 1 I I I I I ilLti
_ -__ 4 IS SITE SHALL QUEUE IN THE PUBLIC RIGHT OF WAY.
m GRADES PER COG STANDARD �•' I IQ 38 m ( p M3- '-© _. 1-
FRONTAGE REPAIR/REPLACE/INSTALL ANY DAMAGED OR MISSING SIDEWALK ALONG THE PROPERTY ^
n v 416-A,SHEET 2 �• �� `' ©I I I Irvvl n) rvP rvP. FRONTAGE PER 30.COG 501 li
s
T.°J J II , -- 1 _SB— LSB •• .T ^ �� T5L S�7 ',�, 6.REFERENCE COG 416AFOR ACCEPTABLE DRIVEWAY GRADES
I it10 SB LSB 0
•. -© ' 0
©, O E / 201 ACRE 7.PRIOR TO INSTALLATION OF PUBLIC SIDEWALK AND/OR DRIVEWAYS WHICH ARE TOBE PERMITTED l�
M r © 111��� \,TRANSITION FROM 2 6 no ©m �%J THROUGH DEVELOPMENT SERVICES(BUILDING INSPECTIONS),CALL 336-373 2155 WHEN
N c 0 1 CURB AND GUTTER TO EXISTING BUILDING TO REMAIN • // ///� = SIDEWALK AND/OR DRIVEWAYS ARE READY FOR INSPECTION,CONTACT DEVELOPMENT
° 1.-6.CURB AND GUTTER o 3633-6 SERVICES AT 336-373-2400 FOR THE ASSIGNMENT OF AN INSPECTOR.
AT END OF RADIUS 3633-A ' •' W.WENDOVER AVE '•• '/�
oc J 5.0'BUFFER PLANTING YARD(TYP.) W.WENDOVER AVE . — v,
n CONTRACTOR TO TIE TO ....-
EXISTING SIDEWALK - SITE LIGHTING NOTE
-m I � •�.B LSB— - -
THIS PROPOSED DEVELOPMENT COMPLIES WITH
c _ THE OUTDOOR LIGHTING STANDARDS OF THE
G 1O EXISTING CAR WASH TO REMAIN. GREENSBORO LDO,INCLUDING 35-FOOT
F EXISTING CAR WASH IS AN ACCESSORY 5.0'BUFFER PLANTING YARD(TYP.)
A - MAXIMUM POLE HEIGHT REQUIREMENTS FOR
° I CUT-OFF LIGHT FIXTURES,AND THE LIGHT
« I USE AND NOT AVAILABLE TO PUBLIC.
I - TRESPASS REQUIREMENTS IN 30-9-6.6.
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3 PROPOSED IMPROVEMENTS LEGEND PROPOSED PROPERTY LEGEND SITE DATA TABLE >SITE DATA TABLE NOTE:
U n A TYPE 1 MODIFICATION WAS GRANTED BY THE
DEVELOPMENT DATA: PARKING ENCROACHMENT PERMIT REQUIRED FOR WATER SERVICE TRANSPORTATION DIRECTOR 03/21/24 TO
—BUILDING/STRUCTURE AND STORM SEWER.CALL(336)487-0100 FOR PERMIT. MAINTAIN THE EXISTING SUBSTANDARD GRASS O O
El'
L 0, III __ BEARING _ _ 0 EXISTING BOUNDARY
TAX PARCEL ID 7844219644 JPARKING PROVIDED: 609 STRIP WIDTH ALONG WENDOVER AVENUE
ADA PEDESTRIAN CROSSWALK DIST. LAND USE VEHICLE SALES AND SERVICE I EMPLOYEE/CUSTOMER 7 FRONTAGE WITH THE FOLLOWING CONDITIONS:
rj �/
/////�PAINTED ISLANDS(-2'O.C.@45°) -ES-ROW- EXISTING RIGHT-OF-WAY TOTAL SITE AREA 7.42 ACRES SERVICE BAY STORAGE 99 NOTE: 1. REPAIR OR REPLACE ANY SIDEWALK THAT IS UJ_
:.' w TOTAL DISTURBED AREA 5.0 ACRES VEHICLE STORAGE 503 DAMAGED OR IN POOR CONDITION. (r�
2 cv 1 A TRAFFIC ARROWS 6SL PROPOSED BUILDING SETBACK EXISTING NUMBER OF LOTS 1 ADA PARKINGNAN 6 THE EXISTING GUTTER HAS BEEN PAVED OVER DURING 2. REPLACE SIDEWALK AS REQUIRED FOR NE 0 d' (-+
O 2 SUBSEQUENT RESURFACING OF NORWALK STREET.SAW
o[m SIGNS-MONUMENT/PYLON PROPOSED EASEMENT DRIVEWAY CONSTRUCTION.' U_ O
CUT THE EXISTING ASPHALT TO REMOVE THE ENTIRETY /`�/'�
O m ZONING DATA: PARKING REQUIRED: 106 Q 11 1 LL
OF THE EXISTING CURB AND GUTTER BELOW THE
O `°� = SIGNS-SINGLE/DOUBLE UE PROPOSED UTILITY EASEMENT FEMA FLOOD PANEL 3710784400J EMPLOYEE/CUSTOMER(20,000 SQFT OF DISPLAY AREA) 7 ASPHALT.ONCE THE NEW DRIVEWAY AND ANY NEW 2'-6" CI H
"m EFFECTIVE 6/18/2007 (5 SPACES PLUS 1 PER 10.000 SF OF DISPLAY AREA) CURB AND GUTTER IS CONSTRUCTED,THE NEW GUTTER V J LU
w' •-o o-o-O• SITE LIGHTING LSB— — — PROPOSED LANDSCAPE BUFFER WATERSHED: SOUTH BUFFALO 1 SERVICE BAY STORAGE(33 BAYS) 99 WILL NEED TO BE PAVED BACK OVER TO MATCH THE
c° — BOLLARD/WHEEL STOP ZONING DISTRICT: (3 SPACES PER BAY) EXISTING PROFILE OF NORWALK STREET. OLLJ
Z
O m CURRENT:LI-LIGHT INDUSTRIAL VEHICLE STORAGE N/A
11Ar PROPOSED:LI-LIGHT INDUSTRIAL ADA PARKINGNAN 6 STOP BAR,"STOP"MARKING&SIGN w Z
Illlf u[
STORAGE PARKING SPACE MIN.LOT SIZE: 20,000 SF NOTE ON TYPICAL SECTION: w a_ O
MIN.LOT WIDTH: 100'
CODE REQUIRED PARKING SPACE FIELD CONDITIONS MAY REQUIRE ADDITIONAL THICKNESS AND (.^
f MINIMUM SETBACKS: WIDTH OF ASPHALT T SHLL E EXISTING EDT THE
AND VJ 0
r ADDITIONAL THPCITY PLACED TO EE LISBOSONO Q 0_
SIDE YARD INTERIOR 0' GRADES AS DETERMINED BY THE CITY OF GREENSBORO 0
STREET SETBACK(COLLECTOR) 25' INSPECTOR. U]
4 i STREET SETBACK(THOROUGHFARE) 30' GRAPHIC SCALE IN FEET I�
REAR YARD 0' Q " " 2uo 80 /\ O LLJJ
81 I IIli'lP W
NORTH (.j
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i Know what's below. SHEET NUMBER
Call before you dig. C301
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