NCC231316_Site Plan or Location Map_20230510

B MARKET i IA
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4•CONCRETE PAVING n
WITH WIRE MESH
2 N
HATCH LEGEND: W MqR N Z
PAVEMENT SCHEDULE NOTES: CONCRETE PAVEMENT SECTION 1 i / K A %
4,000 PSI CONCRETE i ---- ..'1' WALKEVE w E O
Q" 4,000 PSI CONC. MIN.CEMENT FACTOR OF 588#(6.25 BAGS) i7.1 / 44•ir c O O
i MAX WIC IS 0.43i 4 -o U 01-
CONCRETE PAVEMENT SECTION2 i/ sf u1
NON-AIR ENTRAINED 4i r p\
- SUBGRADE CONTRACTOR TO COORDINATEW/CLIENTS o' 11' H >_r
r GEOTECHNICAL ENGINEER REGARDING CONCRETE i / / Va/ OpROEN H O1
III III III III REINFORCEMENT,SUBGRADE,AND JOINT PATTERNS. ®� /' // ' / ROOF DRAINS FOR BUILDINGS SHALL TIE TO W np ePPaG - C"O O 01 O
i / PROPOSED STORM SYSTEM •�N w
COMPACTED 7 G ••
CONCRETE PAVEMENT SECTION 1 SUBGRADE
NOT TO SCALE `'� 4 / / ' - / lo W W W
i ii �p'`N'- //5s'" ♦i SIT >co m _
#3'S 4000 P51 6%6 W1.4XW1.4 !/ t u1` 55�'1 ' i`P.24
• i i ' ` f i PROP.
R G ST4U 60G) N aT
CONCRETE � W'/ a690 U co v J
TYPE 1 MODIFICATION WILL BE ;1� - (`,O ppT1
- i SUBMITTED FOR PLANTINGS ET`
�° Is, t• • • 'WITHIN EXISTING STREET SCAPE tTs 5 ��s6 DMUE OVER AND 15' pr�4` 1 W
::
' • :'- ' ¢ •IMF AROUND UNDERGROUND
(3 TREES SHRUBS) /' i • -a\
�! - • /1 DETENTION SYSTEM -
9•THICK DENSE GRADED111111111111111111111111 PROP.5'MAN GATE / / h EX.ASPHALT TO BE
AGGREGATE BASE WITH KNOX BOX
O / FOR FIRE ACCESS / O 9� 7` / ` ` REMOVED AND REPLACED a
/ S /f/- WITH 5,883 SF PROP.
`' .0* CONCRETE PAVEMENTSITE DATA: VICINITY MAP
COMPACTED
R GEOTECHNICAL SUBGRADE
i��// 'P� 55563 kb • / P�R�O `,' (SECTION 2) RAY 9PRINO GARDEN,LLC 1"=2000'
`I'1' EX.DRIVEWAY
RECOMMENDATIONS Off,% �, TO REMAIN 5''' f, i,. \OFF \ • 3111 SPRING GARDEN STREET
CONCRETE PAVEMENT SECTION 2 3 UNDISTURBED 5 , a \\�o �N/ GREENSBORO,NC 27407
NOT TO SCALE �, ` �/ G J\E `/AI \+ 0b W/ PIN:76540221/6
/ s`' �' - 8 �E,, 35, D.B.8827 PG.1362
4 1 N RO \' EX.EDGE OF 63
9 / �� l J t /' F S /¶f� TOTAL AREA:538 ACRES
PROVIDE TRANSVERSE AND LONGITUDINAL CONTRACTION JOINTS 5'OC MAX. 3/8'EXPANSION JOINTS 25'OC MAX `N '51 - / A ,RO''.IJ' / ASPHALT 015(
5".„,--.".. \ . �,�1 a /'� 1 PROP.30.0' /19
�' _ Y1. Ste �.V,I/p DMUE OVER / ZONING:
2 yV � • DRAINAGE / EXISTING ZONING:HI
LANDSCAPING REQUIREMENTS: `N/ $/ g ���,� 4r CHANNEL LAND USE CLASS:3
' \ �{54• G / DEVELOPMENT STANDARDS: \ /
6 FT SCREENING YARD: `O-` i isO /?2-
5' % - `�' R ` 'A� \ , 5'S YRARDNING MINIMUM LOT SIZE: 20,000 SOFT. \
WIDTH:5 FT / N4'' iF1'6` 'Aic ,`3' ,,yy C`� / �� �\ ` '
LENGTH:140' y s ij �1j \
UNDERSTORY TREES:(2 PER 100 FT): i 6 .T1'' 5Sg 6 J i'IFY'/ ` ' I`� �j�+ EX.FENCE MINIMUM LOT WIDTH:1�' )
REQUIRED:3 d ",,�1 j _s O \ i \ rill
' STREET SETBACK:30' HOROUGMFARE
PROVIDED:3 i� �FQ•��GW S�i l' / / 'L5V ' \\ ``\ ` �� ��' eJ� PROP.TCA 1]]5 SF MIN.INTERIORSETBACK:0/5' / \/ 1 .\OP' 9K TREES W/25'BUFFER MAXIMUM HEIGHT:50'•
EVERGREEN SHRUBS(18 PER 100 FT) .N,'� VGWO'B' � ?�- \REQUIRED 25 i i "Fi�'OFLO\Q'(Y\ 1 ?-' i ��� `- , WATERSHED DATA:
i/ \{ ,I.) PROP.24•COGIPPI 0.0'ACCE55PROVIDED 25 `N'� /R" 'C t4 ®// TOTAL AREA. 234259 3�5.38 ACRES
Q 9 \• I - (COG STD,501) ESMT- //TYPE C PLANTING YARD(EAST) ��P•O�\Pa 5'i I1- y.� •N' / \ �v / EXISTNG BUA: 772 336 3F 3.98 ACRES(73.57%)
WIDTH 15'AVERAGE ? �' ""\p\G. �k3113 'O • / / EXISTING BUA TO BE REMOVED: 7,880 SF 0.04 ACRES(0.80%) JLENGTH:260' '( •� EX,BLDG . PO • /// PROP BUA 21,895 SF 0.50 ACRES(8.26%) Z -+WgCANOPY TREES(2 PER 100 FT): `i'1' X� / y�R.'" BUS STOW . EX,pCCE351BLE UNRS: - \ `\ C •' �� �� NET BUA 192,151 SF 4.41 ACRES(81.99%) Cl)� O W F^.�
REQUIRED:5 /Y UND ROUND t / ,x(7, W * (1)5'XS' ) - q 20 JE -0 ��(Iq Z O>i
PROVIDED,5 WATER VAULT / "i <J\/ \ \ P Oa E •I�,, / WATERSHED DATA: N
UNDERSTORY TREES:(3 PER 10 FT) • ,i i / yx`T O'0 P52 o O s ''/ 7� THIS SITE IS LOCATED INN BUFFALO CREEK NON WATER SUPPLY p Z N
REQUIRED:8 Q f E EX.HYD < x<x<X/ X •
T,3113-A �.\ �9 N� a4iP N o rT `�/ 74,4 WATERSHED,CAPE FEAR RIVER BASIN, Q 2
PROVIDED:B G i/ JG i' ,' W -+A // EX PROP 195LF OO. (<` N �FF•�' K
SHRUBS(17 PER 100 FT) G 6 / 311&B FOUNDATIONAL/ O """AAA "' 2' E �-c 'O' 1� 1 THIS SITE IS NOT LOCATED WITHIN A FEMA FLOODPLAIN OR N W LA Z w
�� i�10.3 \ UNDERGROUN• NT9 pN 'F / LL
REQUIRED:44 G i / //,EX B D RETAINING WALL 0 2E >N�VI ,�I FLOODWAY PER FIRM MAP#371 W84400J AND M3710785400J, >-�
PROVIDED:44 0-- /� ELECTRICV T 313-c X 2FT AVG.HEIGHT PS NooO •i /' EX.1,880 SFQ
TYPE C PLANTING YARD WEST / �G'Jri,'1 W // Y•• <�x . 1� 3 1 EX.B �(J\y��' /y \ ,� \ N 9 1 ��� �1 BUA TO BE EFFECTIVE DATE JUNE 18,2007. O a�U
WIDTH:15'AVERAGE ( ) - 563566 LT` 3 3-E EXB / \\// \• \ O . 1�`I// r REMOVED EX.BUILDING:
LENGTH:308' / / - c BACKFLOW ///)r EX,g - \\• 9. ���/ EX.BUILDING:69,239 S.F.
EXISTING PLANTINGS TO BE UTILIZED TO FULFILL i PREVENTER 'l//Y /^ •� ,,,///���///YYY �0. \ J 'F\ ' < /�� • PROP.STORAGE BUILDINGS:9. 17.820 S.F.
REQUIREMENT. i
/i i ���1/l/.�T/// // ,/ O ,,/ PROP.BUILDING HEIGHT:9.5 FT
/ (/////////' P�O' `�� JT •
\ `� TI , y�� �\ ` PROP.FENCE TO TIE PARKING DATA(SELF STORAGE FACILITIES): Z
�i •/// INTO EX BFT HIGH CHAIN re Z
G / FEE.803.31' / • \ �'V' \ x'` 'F 1 REQUIRED PARKING:5 SPACES
// / //l� w� ' T �� LINK FENCE EXISTING PARKING:B SPACES(INCLUDES 2 HANDICAP) /�
�(// '///7' i\\ �B,Q,%' y- t •
'� 4a \ I �1X (STORAGE PARKING IS NOT INCLUDED) EL 5
Cl)
J ... / • / �� EX.HYDRANT •..... "� DISTURBED AREA:5],5103F(1.32 AC) /3
-� 30.39 W' y ll//)y//� / ' / J\ '1�X TCA REQUIRED:5,751 3�(10%OF DISTURBED AREA) E i�i
•
/ / ///////' \ 0 1, A GENERAL NOTES: ',,
' I / ' Ex� i F-��T/// f5H FLOOR FDC O� / REMOVE AND REPLACE EX. , 3 // / \ I///// IEVAlION:Bfi3.J8 V
/� Imo, �\/BIXLAR // (� ASPHALT WITH CONCRETE / \\ / x4 ISTAR BOWLING CENTERS I LP 1, SURVEY PROVIDED BY OTHERS.TOPOGRAPHIC SURVEY WAS PERFORMED BY
i Ex �.� Q\ /l}/,/��,` 3121-A PAVEMENT PER SECTION 1 \� PROP.15.0' '� 08 6077/2349 FEI IN THE PROPOSED PHASE ONLY. CO
60LLAR11 ,� \ \° /� /// O EX.BLDG \ /�DRAINAGE II PIN 7854025064 2. NO SUBSURFACE INVESTIGATION HAS BEEN PERFORMED BY FLEMING Q
qg (Yl`l// e e / ESMT. ZONING'C-M ENGINEERING,INC. 4�/
1 �" b EX.
AA d PROP.20.0' I LUC-4 3, UTILITY LOCATION WORK SHOWN HEREON WAS DERIVED BY PROVIDED SURVEY Ids
�\ � h7PIN / ACCESS 1 PROP. AND CITY OF GREENSBORO GI3,UNLESS OTHERWISE NOTED. 0
•('IU// PROP.TREE LINE
�� e iEk / ` ESMT. / \ PAVEMENT 4. THIS PROPERTY IS SUBJECT TO ANV EASEMENTS,AGREEMENTS OR RIGHTS OF
SECTION 1 ] WAY RECORDED PRIOR TO THE DATE OF THIS MAP WHICH WERE NOT VISIBLE 1 '
1 `�p \i@. EOF ///L//�/�/,,O \ 2] \ I 2i.0` AT THE TIME OF INSPECTION.
�\ 11 ® N '//�\ / 30' ZO O 25' I 5. THIS MAP DOES NOT MEET G.S.47-30 AND IS NOT FOR RECORDING OR
II_-0'- 1\\F II�7• j. . CONVEYANCE. Lim
a� (`/(//�� x , 6. ANY SIGNS TO BE PLACED ON SITE MUST BE SUBMITTED SEPARATELY FOR
;y//I, // EX.ELECTRICAL I _- ZONING REVIEW. Z
1 (`/(///I, POLE TO BE I -- I 7. ANY STRUCTURE TO BE REMOVED SHALL REQUIRE A SEPARATE DEMOLITION
LJ,�
= N1 / REMOVED. III
PERMIT FROM THE BUILDING INSPECTIONS DEPARTMENT. ¢m
OWNER TO ,,/^� mi
Ex I{ I I =- ' 8. MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED THROUGHOUT EXIT U) w C
`1 a 'I/n•. / COORDINATE , DISCHARGES IN ACCORDANCE WITH NCBC. p
• N
\ .. EX. - \ 9. ALL EXISTING AND PROPOSED OVERHEAD POWER LINES ARE INDICATED ON MQI r;_ , Cr • ///EX.DOOR EX3BLDG
//�///��� ; \_ I I =- BE NONE WITHIN 10THE SITE PLAN.IF 0E ET OF THE PROPERTY LIMITS.•
OVERHEAD POWER LINES ARE INDICATED,THERE SHALL a o Q
1 //OOR EX.ACCESSIBLE UNITS: /////J` l _ I -- 33 II , 10. FINAL BUILDING LAYOUT AND FOOTPRINT ARE SUBJECT TO CHANGE. UUm
1 // // (2) 5'X 10' / -- 0
'/ (3) 0/X 15' /(/�/�, 1 v A). SITE LIGHTING NOTE:
- '`` 3E06 iiii, (8) 10'X 10' /�// 1. j//////// N I I m I1 • 0 1. THE OUTDOOR SITE LIGHTING SHALL COMPLY WITH CITY OF
• GREENSBORO GENERAL DEVELOPMENT STANDARD 30-9-6,
EX 15'TYPE C = \ //1// ///0/� / _� I I o O - 66611 TRANSPORTATION NOTES:
LANDSCAPE : 'V`(/ 1. NO PLANTINGS OR OTHER OBJECTS SHALL BE WITHIN SIGHT TRIANGLES AT /
EX,ACCESSIBLEUNITS: Imo'/ / N 'I AHEIGHT BETWEEN 2.5'AND IP CANOPY ABOVE THE FINISHED GRADE OF //BUFFER 1 / / m-� Tpo (CANOPY)
11 //I, / (I)15'X40' I I _ ➢ 1 • THE PROPOSED DRIVEWAY OR WITHIN ANY STREET INTERSECTION SIGHT
_ /I ' (1)10'X 30. „' - I 3121-C I "' m TRIANGLE.
EXISTING PLANTINGS ' EX.BLDG '1 2. NO VEHICLES ACCESSING THIS SITE SHALL BACK TO OR FROM THE PUBLIC
lO
) TO BE UTILIZED. ///j •,; �1 I �p''A 1 . RIGHT OF WAY. N
IW \ DEAD AND DAMAGED ///)EX.ACCESSIBLE UNITS: T➢ N 3. NO VEHICLES ACCESSING THIS SITE SHALL QUEUE IN THE PUBLIC RIGHT OF
SHORNIC LLCOB 7098/1403 PLANTINGS SHALL BE / (1)10'X 15 R01 WAY.
PA 7844917922 - 1 REPLACED / (1)5'X 15' I I W SITE PLAN NOTES: V
00826,7-02566 I - 1\ I p X1 W
PB:178 PG 67 i\ ,10 I �•� - I 1. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST CITY OF O ,
ZONING HI • NEE= / GREENSBORO,GUILFORD COUNT/PLANNING B EROSION CONTROL,NCDEQ Z
LUC'4 `, {11 / I - IIp ANDNGDOTSTANDARDSANDSPECIFICATIONS.//• EX.ACCESSIBLE UNITS: Zp56C1 FFE 8fi33] (I)1@X10' _ 3121-0um O i
I ,'' \1\ 'V/// / //�// (1)iX10' , EX.BLDG- I IWI
2, ALL DIMENSIONS SHOWN ON SITE PLAN ARE TO FACE OF CURB UNLESS y
't
1( 111/// / as am OTHERWISE NOTED.
1 l�// 9 CPAf FS Viill
3. SOIL UNDER BUILDINGS AND PAVED AREAS SHALL BE COMPACTED TO Kt
�"\, ///// , EX EX ACCESSIBLE UNITS: N STANDARD PROCTOR MAXIMUM DRY DENSITY AS RECOMMENDED BY THE @
L _\\ 1`1 /ll,.�Il/ ll v/l, // O (1)5'X 5' - 1 I 30 25 GEOTECHNICAL ENGINEER AND SHALL CONFORM TO CITY OF GREENSBORO B
XIIIIlL (Y//V/./ FFE=863.38' (1)10.X20' -i- E\ REQUIREMENTS WITHIN PUBLIC RIGHT OF WAY.
IMETAL ll� ///loll l l I - II I E E , 4. CONTRACTOR SHALL NOTIFY•NC811•(811)OR(1-800632-4949)AT LEAST 3
(- \ 11\ RACK V�l �, 71 I \ I3121-E \ it I• I PROP. I I I , FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION O
r 15.0' _ 20' X TO HAVE EXISTING UTILITIES LOCATED.CONTRACTOR TO CONTACT ANY
I 1 �; DRAINAGE 30 15'AVERAGE TYPE C LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES
N\11 I �. �', i BL[IG ESMT. PLANTING YARD INDEPENDENT OF"NC811-.REPORT ANY DISCREPANCIES TO THE ENGINEER 2 a®©®©®1
_ • _ . IMMEDIATELY.
I �■ 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND/OR DRAWN BY AC
1 PROP.EDGE OF -(
` \ 1\\ PAVEMENT RELOCATION OF ALL EXISTING UTILITIES IN COORDINATION WITH THE
`) 11 E E-- �K � , � _ II v Ngq'7734 EX TIO ( ,POWER POLES,TELEPHONE PEDESTALS,WATER NO.:06003.002
A
lip
+ , /FIX 1 APPROPRIATE UTILITY,AGENCY,OR COMPANY.CONTRACTOR TO
��� CHECKEDBY: BC
��I/ _ /+ COORDINATE ACTIVITIES WITH UTILITY COMPANIES INVOLVED IN ANY DATE: 4/19/2023
RELATED RELOCATION I.E PROJECT
METERS,ETC,),
I •6 ---_ ' �e ------ 126.00 583'49'364 REF.NO.:-
200 ���
•-T' EX.100 SF AREA
\ pROP, 3 200 SF OF SAFE �� � 6. EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST SCALE: 1"=30'
I G AVAILABLE RECORD DRAWINGS.THE CONTRACTOR SHALL VERIFY
liii
DISPERSAL
DISPERSAL TO/ CONDITIONS PRIOR TO BEGINNING CONSTRUCTION.ANY DISCREPANCIES
\ - REMAIN---- .PROP.TCA BETWEEN ACTUAL FIELD CONDITIONS AND THE PLANS SHALL BE REPORTED ����� 11(;/��""
REFORESTATION 3,878 SF
` \ -- -- TO THE ENGINEER IMMEDIATELY. c°,'�N RO�°"
AY 349.98 584'27'26 W 17x 2•CAUPER TREES `. • •"
°"oQ F ss 2a''=
7. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD !. ',9
VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.CONTRACTOR _ 3
_ �C: SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO
c,D<\01`ITTB;COI, _ _- SOUTHERN RAILWAY CO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE OS367O
1F J ''��,, DB 0000 PG 0000 CHANGES.NO EXTRA COMPENSATION SHALL BE PAID TO CONTRACTOR FOR 9y\. Q l�
c� T�'1}" TYPE I SIDEWALK MODIFICATION WAS CONDITIONALLY APPROVED BY THE GDOT DIRECTOR, ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY • Q ,,.�0'J c
4� 10/27/2022,ON THE FOLLOWING CONSIDERATIONS AND CRITERIA IDENTIFIED IN THE LAND PI:U ZON NED:HI
US O, . I \
ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. ".,P Q�°
•
DEVELOPMENT ORDINANCE 30-9-10.2 F: ".,,NW r(,`j 1G,,,,o°
g i USE:UTILITY USE
gjm 1)THE SITE IS INDUSTRIAL IN NATURE LUC:3 HANDICAP ACCESSIBILITY STORAGE UNITS
8. NO NEW WATER OR SEWER IS PROPOSED.
Y, 2)TRANSIT AMENITIES HAVE BEEN PROVIDED AS AN EQUAL OR BETTER PERFORMANCE EXISTING ACCESSIBLE TOTAL SHEET
3)THE PHYSICAL CONSTRAINTS OF CONFLICTING INFRASTRUCTURE IN THE VICINITY SIDEWALK INSTALLATION AND INSPECTION: EXISTING PROPOSED TOTAL NEW ACCESSIBLE
1. PRIOR TO INSTALLATION OF PUBLIC SIDEWALK AND/OR DRIVEWAYS ACCESSIBLE UNITS ACCESSIBLE
BEFORE Y0111)I01 THE APPROVED MODIFICATION IS CONDITIONAL UPON PROVIDING AN UNOBSTRUCTED AREA WHICH ARE TO BE PERMITTED THROUGH DEVELOPMENT SERVICES UNITS UNITS UNITS UNITS REQUIRED UNITS PROVIDED UNITS PROVIDED 30 0 15 30 60 120
CONTACT ONE-CALL CENTER ADJACENT TO THE RIGHT OF WAY TO REMAIN FREE OF LANDSCAPING,FENCING OR NEW (BUILDING INSPECTIONS)CALL 336373-2155. • - • -
CONFLICTING IMPROVEMENTS TO SUPPORT FUTURE SIDEWALK CONSTRUCTION TO CITY 2. AFTERWARDS,CONTACT ROADWAY INSPECTIONS AT 336-373-2336 571 22 154 724 21 0 22 �4 OF 1�
STANDARDS SHOULD ROADWAY CONDITIONS CHANGE. WHEN SIDEWALK AND/OR DRIVEWAYS ARE READY FOR NOTE ACCESSIBLE UNITS ARE DISPERSED THROUGHOUT THE VARIOUS CLASSES TO THE MAXIMUM
INSTALLATION. EXTENT POSSIBLE AND SPREAD THROUGHOUT INDOOR AND OUTDOOR UNITS AS SHOWN ON PLANS.