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; anz2 P M'L1sdARK _ �M f�- f;, '.�;'� �� EX.ZONING HI-HEAVY INDUSTRIAL U 7s5 / y .- '* .7-74-- -"^� INVERT 24"RCP]64.1 I]co
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�A� ,�- :. -3sa` _y EMa --- - .,�; ' ►, o'/ PIPE coNNEcnoN �e4s 66'ETNNG ATVPE 1 CURRENT LANDUSE EQUIPMENT SERVICES ,�r-q
..�;.::. .: ::: I rF` A .. 4 a 1O a vi/roR(62) `-. o TT, MODIKICATION FOR PROP.LANDUSE EQUIPMENT SERVICES '-1 F N 'N ®<
\ .--.. `Pax mm„ �'� �r�E+ y, '�: INv 2 RCP - ,/ $IDEWALK CONSTRUCTION ¢
\ 1.. ._. .. a��� ■M °Q I R -L 4 .r IA sw�v n' `., ` IN THIS AREA < v N
\\,___:H..\ e ,e.� - V PARCEL NUMBER 7863848456 (^Z CDo �;
«Sm2z-A ✓,A- 4� ' - tea-,. I -� _ -- * za$J« touA PLAT REFERENCE M5\ ��.F .:.::.'*..:. :..:`..:::::: :'.I ''' -• a •�-..* \ I�I T�a C�:�4M� DRAPER COGSEMEN W O`t+P":r/ DEED REFERENCE�� V'�''+, .:..:: ?w::�o»»>. \ �. f. i G ���iX s p r NAc DB 3652 PG1077 T m m ,
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<;;;;: i w ; ' ' :.i '�:�I J v �. �..,aO�Ao%��� WATERSHED OTHER WATERSUPPLY WATERSHED ��'z��' �''
`` `. " „"✓aG,` i asv ,,�I'V. `, l II : >m r f1® I f: I \ t2 W` .1S"T4 is ` -41'f r " AVERAGE SLOPE 9.26% Q 5
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i� cF` i I j \ w ENiiE�RIT'e @� r;"' �y > o ,/ B i \ In x Q
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�a\ �,. \\ \;;-,,-..._ -.Sea 4/'�. bc��o^- _ �V� ��nv v< :_$ �y DISTANCE TO r+C7 f�. q is
Q. A - �` .y ! ]v I _ r�'� � Mo So�' ,1 co l Fs: FLOOD PLAN 1108 LF p
NEARESTF A,7.71001
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0.Mo °^' r S'� EX.GROSS 1,210 SFAG 1690 \� 'R 1 \ ENT/EXI �_ TI N9X� p�+w.� r.F el'
FLOOR AREA
461 E NEADavmEe{NG _�'`\ Q ^� �'e, �Plk 76s3sa5a +��aT - - / l c,7 8 r 1f PROP.GROSS
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\\�� .\ PR:29825 (1 - ' • 100,414 SF
�, a2a1 �e _ ITY/oF cREENseo „ + I r / ,/ a a `4,; FLOOR AREA
NI¢¢IPAL CORPOR ON OF 1111
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��``�\ O D�3652 PG 1 ] /% sl IIIl „ :// / �q.
\� \ ▪ �"�- z3 G 2054 R/ -ATTON AV_ \ /JJ �J r` ACREAGE(ac) PERCENTAGE(%)
\ a AREA 17820 -ES S \
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\ \�� \ 6.2 zr s. V + % o z "'� // �/ TOTAL ACREAGE 17.82 100.00 H
1"IPS IN CENTER OF \•\ \`�E �� - `'E2-, m O '�-:'"---4-'---
_C / f 1"IPS
RAILROA TRACKS �k\\\-
A sa -6 a PROPOSED Y \ � "'� a� EX BUA 12.11 67.96 Z
q\ \ x x �- \ '- ..->�-9 J DEMOED BUA 12.11 67.96
\ \� .. +m s _ \ �� 9H6P/nF TORIESILDING \ •!' W
,\\ \4l 2 STORIES\ ��c N. �'` ''"'�' 1"IP
�� i ! "P4 e�' a PROP BUA 10.02 56.23 W
\ ,\\ `� /� l 'ed-�- - __ -i- '� ,p>� c+ � "�P o\��P� TOTAL BUA 10.02 56.23 0
\ '\��\ \ S �� \ �"" - 1 / \ _ f,� s e`' ,,�^'P5'�, EX PERVIOUS 5.71 32.04 -
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�- � V A / v v i' \ ��v r9 g?R.�,L,Q,oseG PROP PERVIOUS 2.09 11.73
, \�� J /-o ElVF/EX \� / r' - t"IPs 02°��oe"h9 TOTAL PERVIOUS 7.80 43.77 (Q� c°+a
\ �\��\\�` �/� ver- ENT/EXI s �� / - a ,� ` QUO`� DISTURBED AREA 10.43 58.53 W 0 a o 0
\ % o '/N' 1 o rlo,t� �,� .,,'�� ,� � x ,:'�.+1 UNDISTURBED AREA 7.39 41.47 N0
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P e \\\g \ \ _) / J 4>,/ / PARKING INFORMATION O
P N:73638<2039 \ a;, 'y. j b \'� 'Ss.. 'j 1✓/ 1 \ id'm"R`�,/u'�ys TOTAL OFFICE:1 SPACE/400SF *25897 SF = 65 SPACES CC)
29sn II'
` :;........ _ --0,
SPACES W \
rvo6RS F6 _
LLc"`ESTME"TS' \ lO;*� ', ` 11 • :i_i0' '•. ... ---_ s'3' / 1"IPS AUTO REPAIR:3 SPACES/BAY*42 = 126 SPACES
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NEAooW"EW �. :z:>:»» ;`:;;:;:;;:;::]>�'` f I ••• ,�l ", TOTAL REQUIRED:191 SPACES
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\ \�' 1 `I:4i. "..„ 55.--+'..�. f j. " "-7 9..lam. - t"IPS _
SITE NOTES: \�t CD
1. ALL RADIUS DIMENSIONS ARE 5'UNLESS OTHERWISE NOTED \\+P yet\�1 /
y{�� B ONN it. ' " F ��� a V
2. ALL SHALLROPOSED CURB AND BE SPILLING CURB AND GUTTER ALL PROR ON THE PLL OSED SIDE
DECOF THE ASPHALT URB AND GUTTER ON 1H & \�%A\ 4 d;1 ,$V O
THE DOWNHILL SIDE OF THE ASPHALT SHALL BE CATCHING CURB AND GUTTER. pP� �' p 1'IPS / �AUS I'
s �� 4P96 \��}j `� ' 1ia.•e 'E�' � � LITY
TRANSPORTATION NOTES: Q�"�oEQG" \ A \' `' Q- P,Q
1 NO HEIGHTNBETWEENING OR DTHER OBJECTS SHALL BE 2.5'AND EV(CANOPY>ABOVE HHIN SIGHT E FINISHED GIANGLES AT ARADE OFT E �O 00," \ ' `.''4p.. / �& FCl
PROPOSED DRIVEWAY OR WITHIN ANY STREET INTERSECTION SIGHT i'-- Q- 4 �'Q
TRIANGLE. �;\ 1j'�X 1"IPS GS `� Q
2. NO VEHICLES ACCESSING THIS SITE SHALL BACK TO OR FROM THE PK W/MARKER - -.
IN ENTER OF \\`0^` ;••t J W 1 \ Z S
RIGHT-OF-WAY. RAILROAD\TRACKS \`�%' V Q y E*1
3. NOHT-OF- AACCESSING THIS SITE SHALL QUEUE IN THE PUBLIC / / '110
,,/�F�� nRIGHT-OF-WAY. jl(I%`�I y
4. REFERENCE COG 416-A FOR ACCEPTABLE DRIVEWAY GRADES.
5. PROVIDE MINIMUM 4'SIDEWALK WIDTH CLEARANCE AROUND ALL ABOVE
GROUND UTILITIES.
6. REPAIR/REPLACE/INSTALL ANY DAMAGED OR MISSING SIDEWALK ALONG PARKING CHART BEFORE YOU DIG!
PROPERTY FRONTAGE PER COG 418-A. ZONING NOTES:
8. IREPLACEIINSTALLANVDAMAGEDORMISSINGCURBANDGUTTER PARKING TYPE REQUIRED PROVIDED CONTACT ONE-CALL CENTER
ALONG PROPERTY FRONTAGE PER 2'-6"COG 501. 1 LOT SIZE:20,000 SF HEAVY DUTY WORKING 35 45 I-800-632-4949
ALONG
7. PRIOR TO INSTALLATION OF PUBLIC SIDEWALK AND/OR DRIVEWAYS,OBTAIN LOT WIDTH:100'
PERMITS THROUGH DEVELOPMENT SERVICES(BUILDING INSPECTIONS)BY MINIMUM STREET SETBACK(LOCAL AND LIGHT DUTY WORKING 35 45
CALLING336-373-2155.WHEN SIDEWALK AND/OR DRIVEWAYS ARE READY FOR COLLECTOR):25'
INSPECTION,CONTACT DEVELOPMENT SERVICES AT 336-373-2400 FOR MINIMUM STREET SETBACK HEAVY DUTY READY 35 32
ASSIGNMENT OF AN INSPECTOR. (THOROUGHFARE):30' LIGHT DUTY READY 35 47 OWNER INFORMATION
8. TYPE!SIDEWALK MODIFICATION GRANTED BY GDOT DIRECTOR 10/09/23 WITH MINIMUM INTERIOR SETBACK:0/5'
THE FOLLOWING CONDITIONS TO BE REFLECTED ON THE SITE PLAN: HEAVY DUTY INCOMING 10 13
1.RESERVE SUFFICIENT RIGHT OF WAY AND PROVIDE AN UNOBSTRUCTED MINIMUM PERIMETER SETBACK FROM
AREA ADJACENT TO THE RIGHT OF WAY TO SUPPORT FUTURE SIDEWALK RESIDENTIAL ZONED PROPERTY:50' LIGHT DUTY INCOMING 40 38 OWNER/DEVELOPER:rLiZi HUMATE
CONSTRUCTION TO CITY STANDARDS,SHOULD ROADWAY CONDITIONS HEIGHT ADJACENT TO RESIDENTIAL 50 FT FACIDTIES DIVISION PRELIMINARY
CHANGE,PARTICULARLY WITH THE REPLACEMENT OF THE PATTON AVENUE EMPLOYEE 90 98 CITY OF GREENSBORO
BRIDGEOVER-00. 2. THE PROPOSED DEVELOPMENT COMPLIES WITH VISITOR 5 5 514 YANCEYVILLE ST. NOT FOR CONSTRUCTION
2.THIS SPACE SHOULD BE REFLECTED ON THE SITE PLAN,REMAIN FREE FROM THE OUTDOOR LIGHTING STANDARDS OF THE PHONE'GREEN BORO,NC 27405
FURTHER LANDSCAPING,FENCING OR OTHER CONFLICTING IMPROVEMENTS. MAXIMUM
BORO LDO,INCLUDING THE 35-FOOT TOTAL 285 323 PHONE: [phone]
MAXIMUM POLE REQUIREMENT,THE FAX: [phone]
FIRE DEPARTMENT NOTES: REQUIREMENT FOR CUT-OFF LIGHT FIXTURES ADA REQUIREMENT LEGEND AND THE LIGHT TRESPASS REQUIREMENTS OF0 DATE ISSUED FOR
1. FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF 30-96.6.
NOT LESS THAN 20'AND UNOBSTRUCTED HEIGHT OF 13.5'AND BE ABLE TO EMPLOYEE AND VISITOR PARKING=103
SUPPORT AN 75,000 POUND FIRE APPARATUS. 3. EXTERIOR EXIT DISCHARGE 103 SPACES REQUIRES 5 HANDICAP PARKING ){ NAIL SET/FOUND
2. BUILDING SHALL BE SPRINKLED. ILLUMINATION/LIGHTING SHALL BE REQUIRED Line Legend
FROM ALL EXIT DOORS TO THE PUBLIC WAY IN SPACES C) IRON PIPE FOUND
DUMPSTER NOTES: COMPLIANCE WITH NCBC 1008. 5 SPACES PROVIDED(3 AT EMPLOYEE AND 0 IRON PIPE SET SANITARY SEVER ONE (SIZE H PE As NOTED)
1. CALL BARRY MURRAY 373-4676 BEFORE CONCRETE IS POURED FOR DUMPSTER
NC DOT RIGHT-OF-WAY DISCPAD.INSPECTION REQUIRED. VISITOR PARKING AND 2 IN EMPLOYEE ONLY
OYSRHEAD„Tu., W .-
$ U+OTY POLE �N
WATERSHED NOTES: ,RETAINING WA11 NOTE PARKING. z} unuTr POLE TREE PROIEC1TON FENCE TC»1 1u
1. THERE ISANET DECREASE IN IMPERVIOUS SURFACE ASA RESULT OF THIS A BUILDING PERMIT AND INSPECTION IS REQUIRED.CALL
- WY WIRE
1REELINE PROJECT NO.E-1473.0
PLAN SO THE DEVELOPMENT IS EXEMPT FROM WATER QUALITY AND QUANTITY DEVELOPMENT SERVICES AT(336)373-2158 FOR PERMIT WATERONE W
REQUIREMENTS.
05 SANITARY SEWER MANHOLE DATE:4/15/2024
2. ALL OF THE NECESSARY APPROVALS HAVE BEEN/WILL BE OBTAINED FROM THE E- SIGN OWE ONE
STATE AND CORPS FOR ANY STREAM CROSSINGS/WETLANDS DISTURBANCE. WATER METER SCALE:AS NOTED
3. BUA CALCULATIONS INCLUDE ADDITION OF GRAVEL,ASPHALT,SIDEWALK, GRAPHIC SCALE TREE PROTECTION ONE -
▪ ARE HYDRANT PERM.EARTH BERM -PEB PEE- DWG.BY MW
RETAINING WALLS,CONCRETE PADS,WALKWAYS,PLAYGROUND SURFACES, 80 0 40 80 160
ETC. © GAS VALVE
4. STORMWATER SHALL DISCHARGE AT GRADE. as CHK.BV:VWS
n SPOT ELEVATION /�
LANDSCAPE NOTES: 1 inch= 80 ft Nit• NOW OR FORMERLY 1 00
1. A LANDSCAPE PLAN SHALL BE SUBMITTED AT A LATER TIME DEPICTING ALL E/P EDGE OF PAVFIAENT lt/ 1
REQUIRED PERIMETER LANDSCAPE. ,� [�
DIP WCTILE IRON PIPE OVERALL SITE
WCR WHEELCHAIR RAMP 1
PLAN