20010636 Ver 1_Site Plan_20010425

"NEARS" NCCsSMAD83
N 858211,1940 NOTES OTES ~
E 1109I09b590 _ US POSTAL SERVICE EL=86 .92 UPON COMPLETION OF SITE GRADING, THE DEVELOPER DB 4834, PG 1952 R~~
~ SHALL CONTACT THE LANDSCAPE PLANNER 1313-2198) DB 4834, PG 1951 l GEOMETRIC DAT GEOMETRIC DATA FROM SURVEY BY BORUM, WADE ~ ASSOCIATES, 405 - D PARKWAY, yP
m ~ To ARRANGE AN ON SITE INSPECTION OF THE TAX MAP 94-6991-1095-014 / ~ p ~ REMAINING TREES TO DETEI~"IINE CREDIt TOWARDS ZONED - CU-LI sREENSBORO, NG 21401, DATED SEPTEMBER 11,1999, ~p p v
PROPOSED 'x, W REQUIRED BUFFER YARDS, USE -POSTAL SERVICE DISTRIBUTION CENTER ~ 2. TOPOGR4PHIC I IC INFORPIATION FROM SURVEY BY REGIONAL LAND SURVEYORS, INC„ 8641 Q ~ OPOGR4PH
BUILDING s WEST MARKET S DEBT MARKET aTREET, SUITE 100, GREENSBORO, NORTH CAROLINA 11409 DATED MAY `~rp Q 68
6408 SF I D 13, 200ld LANDSCAPE YARD FFE 940.50 w SEE DETAIL 310014 ~O~Fq IT >9
(OFFICE & ,41,1 3. TIC SITE IS Loc „ 421 m • SITE IS LOOMED IN ZONE 'C ,AREAS aF MINIMAL FLOOpIIJG, PER FEMA PANEL
I m s 2 BAY SHOP) u XISTMG EXISTING TREES TO REMAIN ~ 31011100850 D. 31011100850 DATED NOVEMBER 18,1988. THE SITE IS APPROXIMATELY 5500 FEET FROM
o I ~ E 0? IN LIEU OF 5' TYPE 'D' 1 ~ THE NEAREST IQ - END CURB POWER POLE ~ LANDSCAPE YARp 1 SHE NEAREST 100 YEAR FLOOD ZONE.
~y ~ 1 GUTTER EXISTING 81'RIJCTURE UATERSHED HKsH POMT WATERSHED lW8-IV) EAST AND WESt FORK DEEP RIVER 4~ w Mq
~ TO D / \ 4, WATERSHED Hk ~b ~ BE REMOVE , BOLLARDS, 300.15' ~ GENERAL WATEI E sEI~RAL WATERSHED AREA /GWA) ~r ~Prvr
r (TYP,) 1'19'01 _ I B' BLDG, SETBACK ti's / \ Ppp~gR
/ x ~ A Y THOMAS YORK ~ . I ~ R , / ~ ~ 22 CONC, ARCHITECTURE
~ I DB 4914, PG 602 •a~i. ~ ~ / / APRON N -1 4- I ~ / + , . \ I TAX MAP 94-6999 09 05 ~ ~ i ~ x I~ ~ ~
100 RAU ~ w ZONED - LI / / ~ , 2 95 I ~ / / - ~ ~ n USE -UNDEVELOPED / ~ , \ ENGINEERING
i 10x20 I , + ~ / 5 35x31 DUMI4S R -r x I ~ ~ / \ SITE DATA VICINITY MAp
/ / I / . i PADS' ~ . I m ~ / + I. PROPERTY OWNER/DEVELOPER SCALE I" = 1000' P L A N N I N G
/ , ST 90,25' : (TY - I ~ ~ ~ INC North MRA LEASE,
/ i TREES 1 3/ ~ 1 I B ~ ~ / I I • ~ - ~ ~ 1801 PARK 210 DRIVE INTERIOR DESIGN SUITE 400
/ CAL R) I u x b b1' I / • \ / i RATE ~ ~ / ` ~ I ~ 304' ~ I 1 % ~ aT. Loule Mo 63146 LE END
200/ RE _ 41b1 b ~ ' ,11x26 - : ~ - , 8"E I / , ~ \ v / " SN : I 2450 3 ~ 6 ' EXISTING NEW 484T•C Koger Boulevard CONTACT -JOHN MUELLER 1888x302-9811
9 Greensboro N.C.2T40T ~ 2, ADDRESS U BUILDING u Telephone [phone]
ExIST LL , _ I L' x/ - Naar' ~ + ~ - PER R iA ~ 30' > fI: , I,'~ / , pal • u u ~ 8160 WE81 MARKEt STREET (US 421)
~ GREENSBORO, NORTH CAROLINA F~imib 336.218-8010 BIIUMMOUB PAVING
8 -,~A P h ~ 4 = 4,15 x~%"~ ~iRAwEL• P • I '~At~A; \ \ ` 3, REFERENCES ~ COWC, SLAB oR PAVING PROFESSIONAL OF RECORD,
I (TY ) + \ DB. 5038 PG, 1819
I ~ ` ~ SEE DEf, ' I2' : ~'i - i h 36.92 ~'~r•'l 71 J,",~^'d.+~•Y'.ilJq•~:4'~+ ~~ti._ r` ..Y ~ ~ 1 ~ ~ ; - - - -100 - - - - CONTOUR ELEVATION 10~0~--- MARK J. DAYI S. P.E. * \ ~ ~ 4, tAX MAP DATA ~ 100,0 spot ELEVATION • 1100,0)
/02,1 I I , j j w T T , . ~ t;, , ~ I . , . ,'1 , , , , , \ \ ACL-94-6999-1094-30
I ~ ~~A'~ ~~,~^/ti1,r' .1. ,1;v,+rr•~/,~!''Y~''1.,°'~" ~1L VE ACCESS ter; ~ S 10 REMAIN ~L'O-x'6999-1094-13 -8" SD= STORM DRAIN LI1+E -i' 8D- EXISTING 1REE
EXISTING ~(s•••• - ~J y~•,~; a~ •..r••:%-~ DIVE ,lTYPJ/.' , . , ~ DRIVE I rr ',~:-•--~.~'~'Ct • 1 ' : : , , . , ` M LIEU OF 5 TYPE D Q ~ \ LANDSOAPE YARD 5. ZONMG DISTRICT ~ STORI"I DRAM INLET
I H,D PvM 1 . ~ i . , , . ` CU-LI ILIGHT INDUSTRIAL)
105fi 14x40 I ~r ~ . , , \ Q ~ STORM DRAM MANHOLE
USE I EXISTING STRUCTURES ~ ~ ~ HO 'I \ CONDITIONS ~ A. ANY PROPERTY LINE BORDERING ON AG OR RESIDENTIAL PROPERTY HEADWALL OR ENDWALL
ACCESS ~ ~ ^v'•'• 'I: I TO BE REMOVED ~ \ D S, GYP,) f'~!. . ~ ' ~ , - ~ , . , . , . ~c \ SHALL HAVE A 50 NATURAL BUFFER
5 LONG, STRIP . ~ _ _ - - - - - - ~ • ~ ,'I: 1~ ; , , , , , i , . , , . - C• ~ B, WIDEN Ua 411 WITH CURB AND GUTTER ON ONE SIDE - - SANITARY SEWER LINE 88 \ C, MINIMUM 100' WIDE OPEN SPACE CENTERED ON STREAM A9 SHOWN
PROPOSED I ~ x--x . " ~ ~ : - - f, ~ . ~ ` - ~S - - SANITARY MANHOLE -O- \ ~ ON SKETCH PLAN, C~
l2) 25 SUJbJG '~"~"'•''''F"'~, ' • • n • ~ I , . , , ~ I x • It?• , 'GRAl/BL- PAR1,fINPo' c - . 'I•' •i' r ? ~ r . , , . , . . GAZES ,~y:•.•.': •%~:.~•r,", ; is - ---o CLEAN OUT ~
~ \ 6. LOT SIZE ~ • ~ ` \ TRACT I = 9,196 AC. -o- uaOOD FENCE ~
x ' : is ' ~ ~ ".C,'~!Bk.~''. . 'AREA.•': , . PYLON SIGN • 1- : ,~~L . x3~?" • : / ~ • ; , + ~ TRACT 1 •16.160 AC, 0 ~ ~
x v PROPOSED :I ' ~ ~.x ~ ` . x ;I; .x ~ i~5, I ;fib. \ OPEN SPACE DEDICATION ¦ 1.961 AC. CRAM LMK FENCE -X- ~j
CRAM LMK ; ~ : / .x ( ' i • • , . , FENCING r ~ ~-x-~xf fig`' , ~ PROPOSED BUILT UPON AREA = 1b1 ACRES 145,167:) ~ ' ~ \ MAX. ALLOUlABLE BUILT UPON PER POND DESIGN • 1b1 ACRES 145.16x) 'TREE LME U
8 STREET Y RD • I: ~ .x / r I / ~ ; ; ~ . ` : ; , . \ 81LT FENCE ~ rl
SEE DETAIL w ~ h i ' ~ • , • r ~ fsATE \ - 4 ty ~-I s CONC, CURB 1 GUTTER 0
A/C2,1 I , , , . . vi x ~ x I ~ r i ;gy, - U5 P05TAL SERVICE ~ ~I
~ \ ~ DB 4834, PCs 1951 0 ~ ~ W WATER MAIN W TAX MAP 94-6991-1095-5 ~
,I I' GRa PARKING AREA ~ x . , . 35 BUIL ING TB x x I ~l : , : ~g9 , , , . , ~ 1' I• 1 ~ 4 I ~ F ZONED - CU-LI 1:.. , -T- TELEPHONE CONDUIT T ~
, , I\~ U5E - P05TAL SERVICE DISTRIBUTION CENTER I I I ,y I ---•G---- GAS LINE G • Q
I \
, , . I \ ----E---- ELECTRICAL CONDUIT 8 \ s,
~ ~ to / / \ :I,' ~ s I FIRE HYDRANT Y \ ~ fA
col Ohl x ~ •r;, x I ~ i /S~ ~ , I' ~ 1 ` ~ 1' : ~ u+ ~ I \ D4 CsATE VALVE ~ CJ
~ I 1 1n \
I' , , . ~ I POST MDIGATOR VALVE 8 ~ ry I ~ ~
I \ THIiJST EGLOdC Q ~ 1
, ~ . ar ~ I \ o PIPE BOLLARD o , ~ I
~ . , r • I' , . ~ . , a t 4 1 \ ' ~ 1•::~:~:~,'~;•:~:•:~. ~ ~ LK~IT POLE ~
~ ` y. ¦x~ ~ ~ \ r P~aoPOeED 3 1 ~ , 1 ` ~
&-x-x-x-xJ ~ ~ I ~ TELEPHONE OR UTILITY POLE ~Oa
/ 1 •1 ~uTTER I / ~ ~ ~ ~rJ~~ ''i r ~ r1~ I ~ - - - - PIiOPERTI' ~ IiOW LASE ~c \
I ~ ~ i„~~ . ~r. err r I ~ ,~r - EABEhENT LME
I I ..:r ~ \ ~ A A q t4
~ ....:1 , ~ ~ ~ ~ ~ ~ ~ . . ~ l` , 1~ \ - ~ - ~ - SOIL CLA881FICATION ~ ~ ~
~ o ~ ,c :1 QQ IRrON PM oR PROPERTY CORNER ~ .
~ ~ . . BEGM CURB + \ ~ \ ¦ ? STONE MARKER OR PROPERTY CORNER
~ ~ ~ -1 ' 1 GUTTER \ \ , ~ ~ ~ ; ~ X ~ I ~ BUILDING SETBACK LINE
~ .
~ ~ . ~ 831 4911 W 234.52' ~ ` TRACT 2 + 't >St I ~ ~ x ~ ~ ~ ® CONC, 81DEWALK / ~ ~
16.160 ACRES ~ '1 / ~ ry ~ ~ ~ ~ sluaLE
3 I m ~ t + r ~ ;n ` o RIPRAP
~i \ ~ , . ~ 50 UNDISTURBED AREA WITH ~ I - . / ~ ~ \
I EXISTNG TREES M LIEU OF ~ + / ` • ' ' '`.Y ~ ~ ' ~ ~ ` . YARD ` ~ 50 TYPE A LANDSCAPE N I * ~ . ~i ^ ! rn ` ROCK CHECK DAM ~ \ 4-12-01 t88UE FOR Blp
~ ~ ~ s 108, ~ TEMPORARY DIVERSION DIKE ~ rRF \ Mk Dote Description
0 ~ if ~ ~ c ~1 w ` ~ . I x. ~ x z ~ N/F WILLARD DEAN rat / ~'I` ~ ~ I MAT ~ MFR \ EROS oN coNTROL ® i i n
- o ~ m DB 1309, PG 501 ~ ~ ~ ~ ~ Rev s o s
~n TAX MAP 94-6999-1094-19 \ ~ / 0 ZONED - RS-20 ~ r ~ CANOPY TREE ~ ? ~
z ry - FAMILY RESIDENTIAL ~ h USE SINCsLE ~ \ / / ~ ~ \ ~ i~ I
w 2 I 1 ~ / / ~ \ I / y y~ ~ ~
~ ~ I ~ ` / ' - ~ r'Y /
m ~ ~ ? ~ D ? • ~ 25 BLDG. SETBACK t ~ 'i r •-----T--- . ~ 15.fT' 835'21'58"W
AA ~ -T_. iA A m 0 1 ~ - "7~---------------- . r ~ 29212' 835 21'58 W 1
E 0 ~ _ ~ - 835'21'58"W 12236' 0a3, 9 2 238b5' - - - ~ r~. yh 9b3 9~ 1 i~~ yh 3 1
r ~ N31'01'33"E ~ \ I T IN ~ EX STING TREES 0 REMA ~ ~ n / ~ sr 9 ~
~ CD M LIEU OF 5 TYPE 'D '~C ' m
0 LANDSCAPE YARD r ~ r r ee' ~ r h m ~
~ i ~ 2 ~ i F ;
EA T TRACT 19.296 ACRES ~ 8` 2.962 A S OPEN SPACE 'P r ~ a I j ~ 0 ATED TO THE CITY ~
INC3 DATA ~ WEST MARKET STREET ~ ~ ZON a DEVELOPNENTCOMPANY I ~ 1 N N ~ OF GREENSBORO AND THE ~
DB 2140, PCs 0531 I i9 (PER LI piMENSIONAL REQtJIREMENTb) TAX MAP 94-6999-1094-13 ~ B ~ I ~ ' ~ PUBLIC FOR DRAINAGEWAY i d ~ ~ 6 G I ~ ~ AND OPEN SPACE. a
~ ITEM REQUIRED ACTUAL REQUIRED ACTUAL ZONED LI - I m I - - k~ E ~ '9, ti I ttl n r7~9 ~
"CA FEY' t-tqq USE -UNDEVELOPED I I 1 ~ ~ I ~m W
NCG /N D83 W iA MIN, LOT SIZE 20,000 SF I N 8 129 .1110 ~ 9 MM, L01 WIDTH ~ ~ AN APE DATA , C L DvC I n ~
E 11 38 .1210 n MIN, STREET FRONTAGE 15 FT I I I ~ m I C ~ M i I ~ ~ rtNhk
EL=935 9 ~z MIN, SETBACKS I ~ NORTH 0 ~ I x'10 ~ F'I.ANTMG AVG. CANOPY TREE UNDERSTORY SHRUB I
EXISTTING SOUTH 35 FT 5033 FT AREA TYPE WIDTH RATE TREE RATE RATE ~ I i~ A WATERSHED/STORMWATER PLAN, INCLUDING THE I I T TI ANS FOR THE WATER QUILITY DEVICE ZH cA~~~
DR VE Ep37 25 FT 89.15 FT I ICONS RUC ON PL Y THE CITY OP /'y I I MUST BE SUE~'11TTED TO AND APPROVED B ~ QSS/~ •.,'9 OF GREENSBORO TECHNICAL REVIEW COMMITTEE ~ . F y
WEST 0 FT 412,15 FT ~H TYPED B' 21100' 181100' i j I j PRIOR TO RECORDING A FINAL PLAT AND OBTAINING ~ 1~0
REFERENCES MAX, BLDG. NGT, 50 FT SOUTH STREET YARD 8' 2/100' (1/100' 1 MAX, BLDG, COVERAGE 60X 0,82! WEST TYPED 5' 2/100' IS/100' I NCGS/NAp83 PARKNG SPACES EAST TYPE A 50' 41100' 101100' 33/100' ~ I I A GRADING OR BUILDING PERMIT FOR THIS LOT, 2 a SEdI ~ I ~ I ~ S, ~ 5660
"NEARS" AF EY" OFFICE !2880 8F ~ 1/200 SF) 15 15 PARKNG PARKING LOT N/A VI1 SPACES 1 I • ~ Q-
N 851291.1110 85 211,1940 SERVICE AREA (EMPLOYEES ~ 2/3 EMP) 8 10 I 532'3150 I ~ tiFti I ~la~•c,~ i ~ \ .RJR
E 1110381,1210 11 9109b5 TOTAL 23 25 5,g2 THIS IS A CONCEPTUAL LANDSCAPE PLAN I I I I ' 9 ~ I I Ak pP,~
EL=935b9 L HANDICAP SPACES I 2 I J. I ,
THE APPLICANT MUST SUBMIT A DETAILED LANDSCAPE PLAN (WHICH DEPICTS THE PLANT I I TYPES AND LOCATIONS) WITHIN 90 DAYS FROM THE ISSUANCE OF THE BUILDING PERMIT I N I I z I
FOR REVIEW BY THE PLANNING DEPARTMENT, THE LANDSCAPE PLAN MUST BE ~ ~ ~ ~ ~ q 1 /s ~ , b` 1 P",~~
w ~ APPROVED BY THE PLANNING DEPARTMENT PRIDR TO RECEIVING AND INSPECTION FOR THE INS I ~ ~ N ~ I
~ CERTIFICATE OF OGCUPANY, I c~- ~ 0 I • ~ ~ I Dote 4-IT-01 ~ - I
,m 'm E I Dwq.By FINELINE Ced
I i
940,19' CK.By M. Davis
640'39'31"W GRAPHIC SCALE File N0.99-061-003
f f Sv ! p~
5KT ENTERPRISES, LP D5 4934, PCs 1318 / 10 0 30 ~o 120 240 Sheet 202.03' /
D5 5030, PCs 122 $4039'3111W 214.91'
TAX MAP 94-6999-1094-4 ZONED CU-LI 540'39'31"W
USE - TRUCKING TERMINAL - " IN FEET to )
1 inch = 60 ft.

"NEARS" ENGINEER'S CERTIFICATION OF $TORMWATER QUANTITY CONTROL
NCCsSMAD83
N 858211.1940 A THE StORMWATER CONTROL STRUCTURE 6HOUAd ON THIS PLAN IS DESIGNED TO REDUCE THE F'08T-DEVELOPMETT / ~ ITES 1;
1109109b590 1 YEAR 14 HOUR STORM EVENT AND THE 10 YEEAR 14 HOUR STORM EVENT 70 PRE-DEVELOPMENT RATER NOTES E US,POSTI~L SERVICE EL=86 .92 ~ /DE3, 48 4, PG 1992 R,o~
/ ,©B~ 48 4, PAS 1951 L GEOMEtRIC DATA f N"~7RIC DATA FROM SURVEY BY BORJM, WADE ~ ASSOCIATES, 406 - D PARKWAY, ~P
M ~ PAX MAR 94 6991-10$5-014 ~ ~ EENSBORO, NC 11401, DATED SEPTEMBER 11,1999. ~P
PROPOSED P.E. SEAL i , ZdNE - CU-LI', / U5E'-,.POSTA'I:~SERVI E DI~iTRIBUTION CENTER v 'OGR4PHIC MF~ORMATION FROM SURVEY BY REGIONAL LAND SURvEYORb, INC,, 8642 Q ~
BUILDING SIGNATI~E / / 2. TOPOGR4PHIC INFI i ~ ~ WEST MARKET STR 3T MARKET STREET, SUITE 100, GREENSBORO, NORTH CAROLINA 11409 DATED MAY alp Q ~8
6408 SF y s i 13,1000. FFE 940.50 ~ w DATE / OFF5f7E, FLO~J ~ ~ , 1000. Cp~Fq IT ~
3 (OFFICE & 2 / ,DA= 16 AC}~S I I "G" aF MIN F MG PER FEMA PANEL 421 m • 6 TE S LOCATED M ZONE ,AREAS IMAL LOOD ,
Y HOP I m s t~ / ~ 3, THE 61TE 18 LOCAT 2 BA S I N pROP OVERHEAD / QIO.= 14,24 CF5 31011100890 DATE i ~ ~ 911100860 DATED NOVEMBER 18,1988. THE SITE IS APPROXIMATELY 6600 FEET FROM
„a, ELECTRIC < TELEPHONE / I•'' Q100= •im2.4rD, CFS, 1 ~ TI•IF NEAREST 100 I T ~ / , L NES 0 UNDERGROUND D NEAREST 100 YEAR FLOOD ZONE.
~ ~ , , / ~ ~ ~ ! 4, WATER8HE0 HKsN ~ER8HE0 HKsH POMt WATERSHED lW8-iv) E,48t ANp Wl:87 FORK DEEP RdVER 4QJ w M
~ ~ / / \ 300.15' _ _ ---"1 / / ' GENERAL WATERSI ORAL WATERSHED AREA(GWA) Qtr
/ -ONP ~ N31'19'01 E I / i j \ m / B BLI~'G, SETBACK 3~ / ~ ~ a ~~rvr Ppp~gR
_ 94 I ~
I GARY THO AS YORK' ' , ~ y ~ I ' ~ 1940 ~ I D B 49 ,PCs 602 ~ . k~ ~ ' ~ ` ' ~ • ARCHITECTURE
i ; ' TAX MAP -6999-1094-01~ • / 1 m / + ? t ?
i I ;100 E'a/W % ' I w ~ % ? ENGINEERING
i / ~ 940,5J / USE /UNDEI~ELOPE;O• / ~ •l. • , ? ' I I w ? / / 5 35x31 I I% 1. N / m / / / + r SITE DAT,4 VICINITY MAP
, /
~ ? I / I. PROPERTY OWNER/DEYELOPER SCALE 1" =1000' P L A N N I N G X7RA LEASE, INC NOrth
/ ~ I' ~ . c. .J' 1801 PARK 110 DRIVE
.f 936,4 ~ 3 - -N' • 1'. SUItE400 INTERIOR DESIGN 97. Loins, Mo 63146 LEGEND
~6 MHM4 ~ ~ 1 '.11x• ''1' 1 ~ ) ? ? ~ / ~ t 1 ~ .38E oj~D ~ ? , CONTACT -JOHN MUELLER (8887301-9812 EXISTING NEW 4801-C Ko9er Boulevord
G 1940,1) r •i• I I% •f •r _ .s ~ ? ~ 9 Greensboro N=C.2140T
' 2, ADDRESS U BUILDMG LJ Telephone [phone] WESt MARKEt 87REEt (US 421)
GREENSBORO, NORTH CAROLINA Facaimiie 336-218-8010 91N11NOU8 PAV'INCa
rr,~' - G 3 -'P' 1 ~ ~ ? (930, .~X~% : 'I' '.i, ~ ` • • ` \
IN DOMESTIC N I ,I ~ ~ ~x~% 'i'' 'j~ .•i• \ ~ 3, REFERENCES \ 0 coNC, SLAB oR PAVMG PROFESSIONAL OF RECORD ~ ~ DB, 9038 PG,1819
TAP I 1 ~ ;9x,25 / ~ ? ~ I l W ~ 11 v •,'S ID' ' f 'r" •'~•i !h ~ 'I~,' yr: . r •r ' ? \\Ti I •y• ~ , ~ -may. ~ -L".1 •ti J • 1 ? : \`Ti ~ - - - -100 - - - - CONTOUR ELEVATION ~IpO~ ~K DAVI P.E.
F ~ 4, TAX MAP DATA ACL-94-6999-1094-30 + SPOT ELEVATION • (100.0
;yam X1.1. ~ti ,I. '.i% I ~ ~ ? \ \ EXISTING P, --r- Ij, , ~ i , ? F ACL-94-6999-1094-13 " .
DRIVE l94 19 .98) r ' ' R ' ~ 'fi'r • ~ 6 1.' ' \ =8 SD= STORM DRAIN LINE -S SD- ~ ~ '
I DOMESTIC I I , ~ ':.,,.1.- r , , , , . , . ~ , . J , 6, ZONMCs DISTRICT ~ ~ ~ STORM PRAM INLET Cu-LI TETCHY INDUSTRIAL)
M TER N . . 4 I '!y: , ~ ,r-•%i-;r 'J J ~ ' ~ i I J • ~ ' i 1 ~ I RPt BACKFL ~ ~I ~ ''h• ~ ~ , a , . , ~ ~ STORM DRAM MANHOLE ~
/ . ~ I '3) +l I SLAB I ti ~ ; ~.~t ' •i: ; \ ~ 1,, ; . . ~ ? , , . , f PREVENTER IN 1 ~ ~ ~ .i}~ / ~ y . ~ • R r . : , I ~ , I HOUSE I ~ ~ o~i,• a ~ . 1 , \ CONDITIONS
I i l' 1 • I ? ~ A. ANY PROPERTY LINE BORDERINCs ON AG OR RESIDENTIAL PROPERTY HEADWALL OR ENDWALL ' ~ \ 1 SHALL HAVE A 50 NATURAL RIPPER
1939,14) f-- . i J ~ , ' ~ B, WIpEN US 411 WITH CURB AND GUTTER ON ONE SIDE - - SANITARY SEWER LME Sb . \ 1
C, MMIMUM 100' WIDE OPEN SPACE CENTERED ON STREAM AS SHOWN - - \ S~ SANITARY MANHOLE ~ ' ' 1 ON SKETCH PLAN.
I .i• •)y. : '111,• ~ .Y• .9 ~ 'j:' '1 '~y~•'•• :l. / 1':. . , , . , . 1. .'I, ' L'.: : . ~ ~ , , ~ ~ - - - ~ CLEAN OUT --a
1 •\1 ~ ? ~ 6, LOT SIZE ~ ~ ~ .,..I
~ •I', r ,i'^ • -mot Sr t ~ + ~ ?V I \ TRACT I = 9,296 AC. -o- WDOD FENCE ~ ~,',r • ~ ~ • TRACT 2 •16,160 AC, 0
t ~ 1 . ~ • ~ I I CRAM LINK FENCE -X- ~ , : OPEN SPACE DED CAT ON 1.962 AC. ~i 1 i ~
~ V1 ' ~ ~ 1 PROPOSED BUILT UPON AREA 1b1 ACRES 149,16X) •r : ~ \ ~ I = 1 1 1 ~ nrwwwv. TREE LINE n~rv,rw'^^ ' , , ~ MAX, ALLOWABLE BU LT UPON PER POND DESKaN b ACRES (46.6) ~ U
~ 910 ?x ;1: ~ 1
t-. '-ems- ( ~'r / ~ r . , , ^ ^ \ SILT FENCE 1 Q~
.I W x 1) I X r' ~ CONC, CURB t GUTTER l U5 P05TAL SERVICE
- ~ . ~ , \ DB 4834, PG 1951 . ~ 3y ----W---- WATERMAM W , . 9 TAX MAP 94-6991-1095-5 ~
35 E3UIL MG TB ~ ' " ~ • % , I ~ { • t ' F~ ZONED - CU-LI
C .'I I'' ~ i ' ' . , . , N ~ •~.~~,•:r' ~ I ~ .I'~ .,..:fit ~ ~ ' .I ~ N - TA VIC I T I UTION NT R -T- TELEPHONE CONDUIT T ~ USE P05 L 5ER E D 5 R B CE E I ~ I .
, 1 'I' \ ---•G---- GAS LINE G Q ~ , 1 i~
'I: .1, y I J ~ ICI ~ ~ ' , ~ t. ' S ----E---- ELECTRICAL CONDUIT E i 0 . • ~ 9
~ ~ •i ~ FIRE HYDRANT Y
j, f•. 111 ? r / NN ; , S' ~ N 41' 6'~, I 0 ~ ~ ~ '.I \ Q~
~Er 1 'I' p~~' a.'- I~I IT / I ~ ? 1 I, / " C.\ { F,, GATE ALVE ~ >r'i ~ A ~
I ~ ~ ' , \ P08T MDICATOR VALVE , ~ e 00 ~ 1-
t?+la~T BLOCK Q
~ ? , . ~ ' • : . • ~ o PIPE BOLLARD o
~ ~ ? . ~ . .
I 'Z:ia _x 1 '1 pay i' \ ? ~ ~ ? , , 1 / ~ ~ I: ~ ~ LIGHt POLE ~ ` ~ , d''
.1 Kam. • 4 I l,''?h / ~7 i ? ? 1 'l' • 81ST, ~ a / .S ? ? ` o ~ 11'`~'• / ~ ' ~ ~ / . , . , :•I ~ ~ tELEPHOPIE OR UTILITY POLE ~o,, , , I
~ . ~ • r . ~ ~ .c~ ~ \ PROrERtY / Rau LME
~ ;t
t ? ? ~ ' ~ EASEMENT LME .........;i. '.~,a
'1' r/ , , , , ? I • , , ~ , ~ ~ ~ ; I , - ~ - ~ - SOIL CLA881FICATION
•1 1.~. 1 .II ~ , : " ~ ~ IRON PM OR PROPERTI' CORNER
/ ~ fi 4' : ~ '4'
i; : •'i ? BTONf MARKER OR PROPERTY CORNER a ~ ! ;l. \
' ~ BUILDING SETBACK LME • ~ c / ,
5314 11 .234.52 , ? 'S \ ,;1: '•i•~ I 9 W ~ ~ TRACT 2 ~ ~ ` ~4" 1 . , . , , . / ~ , ® CONC. 81DEW,4LK
3 I ~ ..I. ~ ,l VF tl)'',' SCALE
i ~ / m ~ ~ ~ ' • ~ Roar CHECK DAM
~ ~ • ti's 9~~ ~ / / ~ . 1 ~ a-12-01 ISSUE FoR BID -9 sl \ ~ TEMPORARI' OIVER810N DIKE
~ z ~ N/F IUILLARD DEAN - \ ` ' l' , •I ~ ~ ~ ~ ~ ,are Mk Dote Description
I - ~ ,6.. , m DB 1309, PCs 501 E ~ ` ! ` ' , ' , •,i . r~' 'B ~I' \ EROSION CONTROL MAT ~ R ~ 'a Revisions
~ u+ TAX MAP 94-6999-1094-19 ~ ~ 1' . 9 ~ • ~ TONED - RS-20 r, + 1 ~ 1 ~ ~ . ' S I • ~ CANOPY TREE
z ~ USE -SINGLE FAMILY RESIDENTIAL - ~ 1 Jl y , ~ I f '.I •
- 1 ~ ? , oJ1' a ~
~ , \ UJATERSHED NOTES
D ~ 25' BLDG. SETBACK 1 • ~ ~ . • ~ ~ ~ ~ , . j
---*-T--- - ~ , 15~' 535'21'58"W I, THE PROPERTY OU,NER IS RESPONSIBLE FOR MAIN7AMING tHE COMPLETED 29212' 535'2158 U),~' ~ I PERMANENT WET DETENTION POND AS DIRECTED BY THE GOVERNMENTAL
- 35.'21'58"W 11236' 9 9 238b5_ ~ 8 iii by ~ k3 , . 9 ~ I OFFICE HAYNG JU IS ICTION WA TI yg 3 R D FOR 7ER8HED PROTEC ON. W
~ tr 1
a ~ ~ • ~ ~ ~ ~ ~ •\:a. ~ ~ v i 3 v n ~ 1. THE PERMANENT WET DETENTION PONp SHALL HAVE FULL DESIGN VOLUME ~ Z r~ I I I I I ~ AvA LABLE PR OR TO ANY SSUANCE OF CERT F CA7E8 OF OCCUPANCY FOR THE Q
I d ~ i ~ ~ SITE AND/OR PRIOR TO ANY PLAT RECORDATION FOR THE SITE, THIS MAY ~ ~ i REQUIRE THE CLEANOUT AND DISPOSAL OF SEDIMENT FROM THE POND, Z
I ~ I . ING z~ O 0.
E TRACT 19.296 ACRES ~ ~ U1EST MARKET STREET ~ g ~ 3, THE CONTRACTOR SHALL SCI~pULE A PREGONSTRUCTION MEETING WITH THE W 6` 2.962 A ES OPEN SPACE ~ Q
DEVELOPMENT COMPANY ~ N ' u~+ 9 ATED TO THE CITY CITY OF GREENSBORO WATERSHED ENGMEER WHEN THE PERMANENT DIET ~ N ~ DETENTION POND NA8 C T H FI
DB 2140, PG 0531 1 TAX MAP 94-6999-1094-13 1 . ~ N ~ OF GREENSBORO AND THE ~ BEEN LEARED AND HE POND AS BEEN ELD STAKED. y ;y m ~ PUBLIC FOR DRAINAGEWAY i ' Z
UTILITY NOTES ZONED - LI I @ _ = ~ -I AND OPEN SPACE. ~ 4. THE GOVERNMENT OFFICE HAYING JURISDICTION FOR WATERSI•~p PROTECTION ~ - ~ . _ - ~~h o,`~ i AND THEIR ASSIGNS HAVE THE RIGHT OF ACCESS TO THE PERMANENT WEt W ~
"CA FEY' c- ~ USE -UNDEVELOPED 1 m ~ NCG M D83 ~ iA I, XISTING UTILITIES SHOWN ARE FOR REFERENCE ONLY, CONTRACTOR SHALL 1 m ~ \~.by~ ~ DETENTION POND FOR INSPECTIONS AND MAMTENANCE ENFORCEMENT. ~ ~
r0 E 1 d N 129 .1110 ~ rv VERIFY WItH UTILITY COMPANIES THE EXACT LOCATION, SIZE, AND DEPTH OF 1 ~ ~m (BLANKET EASEMENT) Z d . Q
E n 38 .1210 z UNDERGROIA~ID UTILITY LINES. 1 t mN ~ m 6. FINAL APPROVAL OF INSTALLED RUNOFF CONTROL STRUCTURES WILL BE ~ . 0
EL=935 9 1 tl+ 1 1, ALL UTILITY STRUCTURES !MANHOLES, POWER POLES, ETCJ VISIBLE AT THE ~ REQUIRED AT fINALIZATION OF THE GRADING PERMIT OR AT ISSUANCE OF THE ~i ~ ~ FINAL BUILDING CERTIFICATE OF COMPLIANCE, WHICHEVER COMES LATER IF Q
EXISTINGs GROUND SURFACE WERE FIELD LOCATED. THERE MAY BE OTHER ~ DRIVE WpERGROI,INp UTILITIES ON THIS SITE WHICH ARE NOT SHOWN ON THE PLANS. 1 ~ A WATERSHED/STORMWATER PLAN, INCLUDING THE NEITHER A BUILpING PERMit NOR A GRADNG PERMIT IS REQUIRED FORA 817E C ~ CONSTRUCTION PLANS FOR THE WATER QUILITY DEVICE, ~ f9
1 ~ MUST BE SUBMITTED TO AND APPROVED BY THE CITY tHEN ANY REQUIREp RUNOFF CONTROL StRUCtURE SHALL BE SUBSTANTIALLY 1 COMPLETED PRIOR TO INSTALLATION OF ANY BUILT-UPON AREA ON THE SITE,
3, SEE PLUMBING DRAWINGS FOR CONNECTIONS TO E3UILDMG SERVICES. 1 REFERENCES I ' 1 ~ OF GREENSBORO TECHNICAL REVIEW COMMITTEE ENGINEERING CERTIFICATION OF COMPLETION SHALL BE REQUIRED PRIOR TO I ~ PRIOR TO RECORDING A FINAL PLAT AND OBTAINING FINAL APPROVAL BY THE ENFORCEMENT OFFICER
ENGINEER S CERTIFICATION OF STORMWATER QUALITY CONTROL 1 NCGS/NAD83 I 4, ELECTRICAL AND TELEPHONE LINES BROWN FOR CO-ORDMATION ONLY, SEE 1 ~ A GRADING OR BUILDING PERMIT FOR THIS LOT,
"NEARS" AF EY° ELECTRICAL PLANE FOR SITE LIGHTING, TELEPHONE, AND POWER LOCATIONS, I CERTIFY THAT RINOFF FROM THE FIRST INCH OF RAINFALL FROM AREAS THAT ARE REQUIRED TO BE 1 1 I b, WATERSHED DATA ~ I
N 851291.1110 85 211.1940 CONTROLLED PER SECTION 30-1-1,110E THE GREENRBORO DEVELOPMENT ORDINANCE IS CONTROLLED 1 5, ALL WATER LINE CROSSINGS OF SANITARY OR STORM SEWERS SHALL 1 ~ g32'31'S0' I rN~ WATERSHED HKd-I POINT WATERSHED WS-IY, GWA ~ I N' '~'hh TOTAL SITE AREA 16,160 ACRES
E 1110381.1210 11 9109.85 PROVIDE A MINIMl9'1 VERTICAL REPARATION OF IS". BY A PERMANENT ETksINEERED STORMWAtER QUALItY CONTROL THAT HAS BEEEN DEBKaNED TO MEET ~ EL=935b9 L= 5.92 OR EXCEED THE REQUIREEME-NTS IN THE GREE'N8BOR0 RTORMWAtER MANAC~f'1ENT MANUAL 1 I I a~ ~A~ ti ISTU A A 1189 AC S (10,940 I I ~ I ZH..«.;~~~ ~y D REED RE RE
b. MAXIMUM DISTANCE BETWEETI FIRE HYDRANTS SHALL BE 300', NO 1 1 1 • O~;.a• y BUILt-UPON AREA 1b1 ACIDS (49,16x) i I ~ ES5/ y'~ I I ~ p4 O,y ; ~ UNDISTURBED AREA 481 ACRES (19,069!:)
STRUCTURE SHALL BE MORE THAN 300' FROM A FIRE HYDRANT. 1 , I ~ !tt q SOIL TYPES
I I I TRACTOR WORK SHALL TERMINAtE AT 9' FROM THE BUILDING, P'E' 1 N 1, 8 TE UT L n CON I N N I = a SEAL ~ S CcB -CECIL SANDY LOAM, 2 70 6 PERCENT SLOPES I ~ _ ~ - ~ ~ ? MaC -MADISON SANDY LOAM, 6 TO 10 PERCENT SLOPES
SKsNA,TURE ~ J w I ~ N ~ ~ ~ 15660 ~ MaD -MADISON SANDY LOAM, 10 70 15 PERCENT SLOPES
8. CONTRACTOR SHALL INCLUDE IN HIS BID THE G09T FOR WATER INSPECTION, 1 N ~ to 8 WATER AND SEWER MSPECTION FEES WATER METE 1 SEWER P FEE , R DATE ~ - 14? ip A ~ = tiFy UTILITIES PUBLIC WATER AND SEWER (CITY OF GREENSBORO) - ~ ~ ~ •,,?~~'~,C i N~,.~ c~ Date 4-IZ-01
1MPACtNBE FEES, ALL CONNEC110NI COSTS, AND BONDMG lIF REQUIRED), ~ 'm ~ to i Ak ~t.~ 1, THE SItE IS LOCATED APPROXIMATELY 6900 FROM THE NEAREST 100 YEAR Dw .B FINELINE Cdd
_ J. Q ~~~~Y arrr~lur, fA FFMd PeuFl 3,O~I,~ q y
S. SEPARATION - INSTALL WATER MAINS AT LEAST 10 FEET LATERALLY FROM 94019 i 1 Ck.By M. Davis
EXISTING OR PROPOSED SEWERS, UNLESS CONDITIONS PREVENT A 10-FOOT 540'39'31" - i ,tw
SEPARATION. WHERE A 10-FOOT LATERAL SEPARATION 18 NOT PROVIDED, THE W WATER MAIN SHALL BE LAID IN A SEPARATE TRENCH OR IN THE SAME TRENCH t 1 GRAPHIC SCALE File No. 99-061-003 v~ Zew AIPP 12 2003
AS THE SEWER ON A BENCH OF UNDISTURBED EARTH WITH A MINIMUM BKT ENTERPR15E5, LP - ~ ~o o ~o ~o no ago Sheet
VERTICAL SEPARATION OF 18 M14ES FROM THE TOP OF THE SEWER TO THE D5 4934, PCs 1318 BOTTOM OF THE WATER MAIN, DB 5030, PCs 122 202.03 S40'39'3Puj 214.91'
TAX MAP 94-6999-1094-4
10, UTILITY OWNERS ON THE SITE ARE AS FOLLOWS WATER t SEWER - CITY OF ZONED CU-LI GREENSBORO, ELECTRICAL - DICE POWER TELEPHONE - BELLSOUTH, GAS - U5E - TRUCKING TERMINAL 540'39'31"tl! ! IN FEET ) Cl I
PIEDMONT NATURAL GAS. I mch = 60 Ft.

"NEARS"
NGCs5MAD83
N 858211,1940 NOTES ?TES ~
E 1109109.8590 NOTE _ US POSTAL SERVICE EL=86 .92 UPON COMPLETION OF SITE GRADING, THE DEVELOPER DB 4834, PG 1952
~ SHALL CONTACT THE LANDSCAPE PLANNER (313-2198) DB 4834, PG 195'1 L GEOMETRIC DATA I ~'1ETRIC DATA FROM SURVEY BY BORJM, WADE a ASSOCIATES, 406 - D PARKWAY, P
m ~ TO ARRANGE AN ON SITE MSPECTION OF THE TAX MAP 94-6991-1095-014 G~ENSBORD ~ EENSBORD, NC 11401, DATED SEPTEMBER 11,1999, P~ w
P SED ~ REMAINING TREES TO DETERMME CREDIT TOWARDS ZONED - GU-LI / PRO 0 ,A w REQUIRED BI~FER YARDS, USE -POSTAL SERVICE DISTRIBUTION CENTER Qv ~OGR,4PHIC INFOp'1ATION FROM SURVEY BY REGIONAL LAND SURVEYORS, INC„ 8642 ~
BUILDING ~ ~ z, TOPOGRAPHIC MF 3T MARKET STREET, SUITE 100, GREENSBORO, NORTH CAROLINA 11409 DATED MAY ~rp Q ~8
6408 SF ~ z 5' r'~ 'D' ~ WEST MARKET STR FFE 940.50 c ~ LANDSCAPE YARD g 13, 2000. 2000. Cp~FQ IT ~
OFFICE & z w SEE DETAIL ( { m ~ A/G2,1 ~ 3, THE SITE IS LOCA1 I = OF MIN F LNG MA PANEL 421 m ~ :SITE IS LOCATED N IONS "C ,AREAS IMAL LOOD , PER FE
Y BAY SHOP) N 0 XISTING EXISTING TREES TO REMAM ~ 31011100850 DATI ~ { ~ REM ~ E M LIEU OF 5' TYPE 'D' I A T 911100860 DATED NOVEMBER 18,1988. THE SITE IS APPROXIMATELY 6500 FEEt FROM
. t ~ FOULER POLE 'a1 THE NE RE8 100 END RB ~ LANDSCAPE YARD E NEAREST 100 YEAR FLOOD ZONE.
~ < GUTTER 1 s,~ ~ EXISTING STRUCTURE ~ ~ 4, UlA1ER8HED HIGH ~b ~ TO BE REMOVED / \ iERBHED NIGH POINT WATERSHED lWb-IV) EAST ANp WEST FORK PEEP RIVER W
BOLLARDS, 300.15' _ ~ ~ GENERAL. WATERS( NERAL WATERSHED AREA IGWA) 4~ MQ~C ~ Fr
~ (TYP.) •1901 E I S' BLDG. SETBACK ~ \ / 1~1 ~ p ~vr OpLaR
i a 9 I 1/ \
/ I _ % ~ GARY THOMAS YORK , 0 ~ ~ ~ m 22' CONC, ~ 0 I DB 4914, PG 602 . k~j ~ ~ ARCHITECTURE
/ / I r APRON N 3 TAX MA 94-699 -10 4- I ~ / + , . ~ i ~ P 9 9 0 5 m, ~ \ 100 RAID ~ ~ x _ ~ ~
/ ~ , 2 55 I w TONED LI / ~ : / ~ - - ~ ~ n USE -UNDEVELOPED ' \ ENGINEERING
/ 10 x210 ~ ~p ~ / . ~ / / 5 35x31 I pUMl48 R % I U m / SITE DATA VICINITY MAP
/ ~ PAD(` rn ' ~ ~ I ~ / + I. PROPERTY OU,NER/DEYELOPER SCALE 1" = 1000' P L A N N I N G
~ St ~5, I a ~ \ XTRA LF.ABE, INC Narth
~ ~ (TREES 13/ I •j ~ ~ ' , I , ~ f CAL( R) ~ ~ 0 f ~ 1801 PARK 2l0 DRIVE SUI~,~ INTERIOR DESIGN
/ RAE 41b1' - b ~ I ~ ~ I f ~ ST. LOUIE, MO 63146 N
/ 200/ RE ~ t •17x26 - : - 0,3$ E f / . \ ~ ( .SHE©: { k'S / • 6 CONTACT -JOHN MUELLER 188801-9811 EXISTING NEW 480T-C Ko9er Boulevord
~ ABAN x I ~ k ~ 9 Greensboro N.C.2T40T
.~r~ - PER D - ; - - A iq ~ ~ ~ 30 ~ I , ; I: ; ~ ~ , 0, p / . ~ `r,'~' - oo I I ~x X41 : / . . 2. ADDRESS U BUILDNG LJ Telephone [phone] WEST MARKET STREET fU8 41U
• 4'. • .ill ~ 8 I -,c0 P 1 4.15 x~x •'GRA.VEL:P 'I . , , \ s GREENSBORO, NORTH CAROLINA I Avl FOCeimlle 336.218.8010 S TUMMOUS P NG
to ~ BL ~ ~ I % ~ : s ~ 3, REFERENCES CONC, BLAB oR PAYING PROFESSIONAL OF RECORDi
H/C 811 '9x,25 W' ;f • ~ \ 0 ~ DB. 6038 PG,1829
I ` SEE DEtn ' D' .•bi •'/h • y!: ' ~ 30 36,92 1 '1 ~•:~•ti' ~~;,v:,•~a~A ~ - I ~p /02,1 l ~ y. ~•~...~'1.' , , . ~ ~`t~ i - - - -100 - - - - CONTOlN2 ELEVATION ~100~ IIIARK J= DAYI S. P"E.
4. TAk MAP DATA \ ACL-94-6999-1094-30 ' ~0m SPOT ELEVATION = (100,01
I J ~ \ ;n--- :i%-'~`^,,,,!'~ .1:"1:V.HV"~%,1rv ~+i. \,\j.t,,, vEf ACCE88 \ EXISTING - - , . , . , , : ~ \ I: a DIVE ,(TYP,) . , , ~ ~ ACL-94-6999-1094-13 - - - ' \ EXISTING TREES TO REMAM -8 SD- STORM DRAIN LINE i SD
DRIVE x, . • .k • ~ , ~ M LIEU OF 6' TYPE 'D' ~ ~
I H,D P'vM ' ~y ~ • I ` ~ \ LANDSCAPE YARD 6, ZONING DISTRICT ~ STORM DRAM MLET ~ CU-LI !LIGHT INDUSTRIAL)
105' 14x401 ~r ~1~* ~ ~ ~ .i -rte , ~ ~ \ STORM DRAM MANHOLE
I LAB -..~.r : f: , , ' EXISTING STRUCTURES . • ? - ~ ~ . ' •i: ' : ; : . ACCESS HOUSE I f ~ ~ \ CONDITIONS ~ Aw ANY PROPERTY LINE BORDERING ON AG OR RE81DL'eNTIAL PROIERTY I$ADwALL OR ENDWALL
c I I ~ TO BE REMOVED ` l: I \ ~ \ SHALL HAVE A 50 NATURAL BUFFER
~f: , ,~1,~ l' ~ B, WIDEN US 411 WITH CURB AND GUTTER ON ONE SIDE - -88- - SANITARY SEWER LINE S6 \ I I AM
PROPOSED { 1 J-x-x ~ .F, \ 1: (zJ 25 SWING ~r+~r err,-.. , . , , , A' ~ J .•1:' : , . ~ ~ C, MM MUM 100 W DE OPEN SPACE CENTERED ON BTRE AS SHOUIN _ S - SANITARY MANHOLE -O- \ ~ ON SKETCH PLAN.
x .I • : m, .GRAYEL•' MG•• .~y,- •,I,' , h. . GATES ' i : ! : / ; : \ ~ - - - ~ GLEAN OUT
.A, \ GO CO ~ ~ 6. LOT SIZE \ TRACT I = 9.296 AC, -o- WOOD FENCE ^'I
PYLON SIGN ~I: =L• ~ ,•y, y,: ~ . AREA.• ~ ~ TRACT 1 ¦ Ib.160 AC, ' ~
PROPOSED :I , . CRAM LMK ~ ; / ~-x--- ( 1~5. 1 , : ~ . , , . b ' . a ...x c ~ , , , .6 \ GRAM LINK FENCE -X- ~ : ~ OPEN SPACE DEDICATION 1.962 AC. j..l b ~ • ~ ~ • ~ PROPOSED BUILT UPON AREA = lb1 ACRES 146,161G) ~ ~ ~ ~
FENCING ~ { ~ ~.x.~x ~ a ~ ~ ~ \ I T SIGN = lbl AC 8 f46.16~) TREE LME ~ MAX. ALLOWABLE BU L UPON PER FOND DE ~
, > ` / 8 STREET YARD z x n I" r, x~% ~ ~ ' I' , , 'I: ~ x-? ~k ~ x \ I ~ S LT FENCE
SEE DETAIL ~ l~ . ; ` : ~ ~ AJCZ,I ~ I/~ . , . , ~ , ,
w t x ~ ~ cam, cuRB ~ GuTTER 0 U5 POSTAL SERVICE \
'1 ~ ~'j DB 4834, PCs 1951 ----W---- WATER MAM W ~ TAX MAP 94-6991-1095-5 ~,,.I
x ,I GRA P RK REA I ~ ~ 35 BAIL MG TB ' x I ! 0 I ~ \ : ~ 1 , , , f,'; ~ I F ZONED - CU-LI ----T---- TELEPHONE CONDUIT T ~
I~ ~ x '.a, x , of ~ / x ~ U5E -POSTAL SERVICE DISTRIBUTION CENTER I
1" I ~ W _ / 1 , I G---- GAS LINE G Q
1 110 • 1• ` ' \ S ----E---- ELECTRICAL CONDUIT E 1• i ~ ~ ' ~ 9 ^
~ 1 / / ~ . ~ ~ I~ ::I I : • ~ ~ , . , ~ ~ ' \ FIRE HYDRANT Y ~+I
o. x N _ 1 / : ~ . h :I:; 1 i S, ~ ~ ~ ey ~ ; ~ w ~ ' \ D4 GATE VALVE N ~O
. / A ~ ~ :'1 A 1 \ ~ V/ m \
~ `~o :1 yl I , POST MDICATOR YALvE a oo ~
~ s , , I \ THR1J81 BLOCK a
'I• x ~ I • 1 / ~ ~ ~r ' I \ : ~ o PIPE BOLLARD o
1 \
X ix~ / ~ ; I LIGHT POLE ~ ~
, . J -x-x-x-x \ , . . 2 -6 CURB >4~-x-ac ~k f / ~r ~ , . t ~ , , GUTTER J ~ ~ I ~ TELEI~FIONE OR UTILITY POLE ~0.?
.,I~ x I PIOPERTY ~ IiOW LME
{ I r , I , ~ ~ EASEhENT LME
:r , ~ \ , n 1 ti ~ ,r, ~ ~ ~ Ip S
~ ~ ~ , ~ • • IUD \ - ~ - ~ - SOIL CLA881FICATION . ~
~ \ ~ ~ ~ ~ , x ¦Q IRON PM OR PROPERTY CORNER
BEGIN CURB ~ x \ , . ,r ~ , \ ¦ STONE MARKER OR PROPERTI' CORNER
1 GUTTER ~ ~ , ' 1 ~ \ x ~ ~ I \
~ ....'.1 ' I ~ BUILDING SETBACK LME . I en
I ~ ~ ~ ~ , 234,52 ~ , / ~ 531 4911 W TRACT 2 ~ ~ ',~y';' • ~ ~ ~ ® CONC, SIDEWALK
• 16.160 ACRES 3 I m x . ~ ~ \ ~ n, F SIUALE
. , ~ ~ ,m ~ 0 RIPRAP
' A A ITH ~ ~ 50 UNDISTURBED RE W + ~ \
I I T 8 IN LIEU OF +f ~y,,_ :.:~.'v:y%•>~ • Ex ST NG REE ~ 1. ~ ~ - 50' TYPE 'A' LANDSCAPE YARD z ' \ ~ r ~ ti , ~ ~ ~ ~ ~ ~ ~ + uj ROCK CHECK DAM ~ 4-11-01 ISSUE FOR BID
I f ~ ~ ~ A x ~ ~ Id * / r sr \ TEMPORARY DIVERSION DNCE )))))))j))))))))
c I d1 ` ~ / \k~ ~ z ~ N/F U1ILLARD DEAN k'~ ~ ~ Mk Date Description ~ / ~~g \ EROSION CONTROL. MAT
- o _ ~ / m DB 1309, PG 501 E ~ ~ ~ R a Revisions
~n TAX MAP 94-6999-1094-19 \ ~ ~ TONED - RS-20 ~ / 1 I \ CANOPY TREE
z ro USE -SINGLE FAMILY RESIDENTIAL ~ ~ w 2 I ~ ` . ~ / i I \ i
N Z tq ~ \ I 3 ~ I \ \
~ ~ ~y I \
RBI ` ~~y i~ D A 25' BLDG. SETBACK ~ ~ i ~ - - - S"W I -T - ~ ~ ' 535'21'5
~ ` ~ --------------------------T- 292,22' 535'11'58"w 15.i~ k~ ~ I
E ~ 535'21'58"W 122.36' 9k9 9~ 2 W 238b5' - ~ ~ yy .~9. •y9 I ~m,~.~h 3 ~
N31'01'33"E ~ ~ ~ a \ EXISTING TREES TO REMAM ~J" 3 ~ Qry %
t7 I9 M LIEU OF 5' TYPE 'D' T ~8 ry' ^1 / 8, 0>
~ LANDSCAPE YARD f ~ 4,y ~
, ING f ' ~ ~
E TRACT 19.296 ACRES j ~ ~ 2.962 A S OPEN SPACE 'P J ~ ITY ti' ATED TO THE C
ZONING DATA WEST Ma~ET STREET , ~ ~ DEVELOPMENT COMPANY f N N ~ •p OF GREENSBORO AND THE
DB 2140, PG 0531 f m (PER LI p0'1ENSIONAL REQUIREMENTS) 7C TAX MAP 94-6999-1094-13 I . ~o m i9 t PUBLIC FOR DRAINAGEWAY i s~.>' ` ~D -I ~ AND OPEN SPACE. ~ ~~s~ V
_ I 6 - 3 ITEM REQUIRED ACTUAL REQUIRED ACTUAL XONED L I f = ~ 6 ~ h . ~ m 0 ~ti ,g9 , 7
"GA EY' c-~ ~ USE UNDEVELOPED f m NGG M D83 ~ i0 MIN, LOT SIZE 20,000 SF
N 8 129 ]110 ~ ~ MIN, LOT WIDTH 100 FT 1 0 LANDSCAPE DATA d W OJ ~ I~
E 11 3 .1210 "I~, MIN, STREET FRONTAGE 15 FT ~ ~ EL=835 9 z I ACKS f ~ t~
I M N, SETS f ~ In y i~ A WATERSHED/STORMWATER PLAN, INCLUDING THE ~~~ne~
XISTING NORTH 0 ~ 15820 ~ PLANTING AVG. CANOPY TREE UNDERSTORY SHRUB I EDRIVE 35 FT 50,33 FT AREA TYPE WIDTH RATE TREE RATE RATE f ~ CONSTRUCTION PLANS FOR THE WATER C,2uILITY DEVICE, N CA~~''~
EAST 25 FT 89,15 FT ~ WEST 0 FT 41z,15 FT NORTH TYPED 8' ZA00' IB/liti~' t 1 ~ MUST BE SUBMITTED TO AND APPROVED BY THE CITY Q+` ~ ' OF GREENSBORO TECHNICAL REVIEW COMMITTEE SS/ a.ti
REFERENCES MAX, BLDG. HGT, 90 FT SOUTH STREET YARD 8' 2/100' I1A00' ~ I I A FI A AT AN 0 TAINING FE Qy • 9 I I I PRIOR TO RECORD NG N L PL D B l 4 ti ~i
NCGS/NAD83 MAX, BLDG, COVERAGE 6m% 0,82% WEST TYPED 5' 2/100' IS/100' 1 1 I A GRADING OR BUILDING PERMIT FOR THIS LOT. S a ~ • ~ ~ ~ I ~ ~ $EAI. ~
PARKING SPACES EAST TYPE A 50' 4A00' 10/100' 33/100' j "NEARS" AF EY OFFICE 12880 SF ~ V200 SF) 15 15 PARKING PARKING LOT WA VI2 SPACES ~ ~ I ~ 1 1~ = ~ 532'31'50' I ~ •
N 851291.1110 85 211.1940 SERVICE AREA (EMPLOYEES ~ 2/3 EMP) 8 10 ~ I •r. U I 1~
E 1110381.1210 Il 9109.85 TOTAL 23 25 ~ I EL=935b9 L= 5.92 HANDICAP SPACES 1 2 THIS IS A CONCEPTUAL LANDSCAPE PLAN
' 1 ti 9k ~ r I I J. I I M1~„eta
THE APPLICANT MUST SUBMIT A DETAILED LANDSCAPE PLAN (WHICH DEPICTS THE PLANT ~ I TYPES AND LOCA110N8) WI?HIN 90 DAYS FROM THE ISSUANCE OF THE BUILDMG PERMIT f N I I ~ ~ t1
FOR REVIEW BY THE PLANNING DEPARTMENT, THE LANDSCAPE PLAN MUST BE ~ I ~ N ~ I ~ l',, ~~J~ I.~W NN 1
I APPROVED BY THE PLANNING DEPARTMENT PRIOR TO RECEIVING AND MSPECTION FOR THE f N w 1 N b` ~
I CERTIFICATE OF OCCUPANY, i 0? ~ 0 ' ~ ~ ~ u ~ Date 4-I?-01 0 iD @ - I
/ to i .m E ' Dw .B FINELINE Cdd
i ~ 9 Y
940,19' ~ Ck.By M. Davis
i 540'39'31"W ~ m ~ ~ .gym GRAPHIC SCALE F118
c No. 99-061-003
BKT ENTERPR15E5, LP DB 4934, PCs 1318 % ID 202,03' 240 Shoot I
DB 5030, PCs 122 940'39'31"w 214.91'
TAX MAP 94-6999-1094-4 ZONED CU-LI $40'39'31"W
U5E - TRUCKING TERMINAL IN FEET ) cl A
I inch = 60 ft.

"NEARS" EI~,INEER'S CERTIFICATION OF STORMWATER QUANTITY CONTROL NCCsSMAD83 ~
N 858211.1940 THE STORMWATER CONTROL STRUCTURE SHOUIN ON THIS PLAN IS DESK~NED TO REDUCE THE POST-DEVELOF'P1ENT / NOTES t'Eg ~E
1109109$590 2 YEAR 24 HOUR STORM EVENT AND THE 12 YEAR 24 HOUR STORM EVENT t0 PR8-DEVELOPMENT RATES. US,PIOSTI4L SERVICE E EL=86 .92 DDB, 48 4, F't's 1992 R~
0 / ©8.48 4, PAS 1951 l GEOMETRIC DATA FF IETRIC DATA FROM SURVEY BY BORJM, WADE ~ ASSOCIATES, 40b - D PARKWAY, ~P
~ ~A~t'MAP 94 69911-105-014 rn ~ ~ ZONE - CU-LI; / NG 2' TISBORO, NG 11401, DATED SEPTEMBER 11,1999, ryP v
PROPOSED P~' sEaL u! U`~-,.~'OSTAG SERVI E D15TRI6UTION CENTER ~ SK:NATURE ~ i 2, TOPOGRAPHIC h~01 I TION Y BY REGIONAL LAND SURVEYORS, INC„ 8641 Q ~ 9GRAPN G MFORMA FROM SURvE ~ d 68
BUILDING pl WEST MARKET BTREI r ~ 'MARKET STREET, SUITE 100, GREENSBORO, NORTH CAROLINA 11409 DATED MAY Tp Cp =
6408 SF I Z ~ ~ 13, 2020. c s DATE , OFFSfTE,PLO~J 1~ , FE 940.50 F 3 900. ~Fqk IT ~ ~ a
y / ,DA= 16 AGREE I 18 OCA (OFFICE & ins / 1 3.1HE 8 tE L tE 421 m • 317E 18 LOCATED M ZONE 'G ,AREAS OF MINIMAL FLOODING, PER FEMA PANEL
I ~ QI0•= 14,24 CFS , Y BAY SHOP) N pRpP OVERHEAp -I / ~ ~ 3121110285E DATEt s _ d 100860 DATED NOVEMBER 18,1988. THE SITE IS APPRfDXIMATELY 5600 FEET FROM
~ t / Q10m-,•101.4lD, CFS, ' THE NEAREST 1001' o,, ELECTRIC TELEPHONE ~ , ' / • ~ ~ NEAREST 100 YEAR FLOOD ZONE.
LINES TO UNDERGROUND I / - • / ~ ~ 4 WA HKeN F ~ ~ tERSHED :RBHED HKeH POMt WATERSHED (WS-IV) EAbt AND WE81 FORK DEEP RIVER 4~ W Mq
~ / \ GENERAL WATERSHE 800.15' - _ - 1 ~ / - ..E ~ ! BRAE WATERSHED AREA(GWA) ~F1 $uRNT
/ -OHP l N31'19'01 I /g~ ~pG, SE?BACK ~ ~ PpPLQR
- I \ , / ------•1942)--- I ~ ~ /r , ~
/ I u! 0 y ~ ~ :I I , CsARY THOflfAB YORK I \ / / ! (°,140) ~ .bb ARCHITECTURE
I ; 1 I DB 491 PCs 6,02 s~, / ~ ~ I TAX MAP -6999,-1094 01~•• / ~
I ~'IOm RNJ ~ w T NED ,•LI / / • , / USE UNDE1fELOP D'~ t• ~ ~ ENGINEERING
I 940,5) I I Ip•' r / 5 35x31 1% I. N ~ m , ~ ' ~ SITE DATA VICINITY MAP
/ I S=IT - ~ ' ~ ~ l PROPERTY OWNER/DEVELOPER SCALE i' = 1000' P L A N N I N G
/ / I i ) I ? I i 1 r T 'i / / r ' ~ ~ North XTRA LE ,
1801 PARK 110 DRIVE INTERIOR DESIGN SUITE 400
/ • 1 I 1.71 I ~ / 1' , i ~ ~r' ~ ~ ~ ~q; ' r • \ 1 \ sT. Loul6 Mo 63146 lE END
' EXISTING NEW 4801.0 Ko9er Boulevord CONTACT -JOHN MUELLER 18881301-9811
IN 't 9 5 G (9421) . 'i. 1 ~ ' ~j. / ' r. ~ ~ 1 . ~ ~ t' I r , d' I.~• / ~ • (928 Ii ' h ' ~ ' • `t 4' Greensboro N.C.21401 1, ADDI~SS u BUILDING u TebphOne 336.218.8282
u u 8160 WESt MARKEt STREET lu8 411)
/ % % P, Focatmlle 336-218.8010 GREENSBORO, NORTH CAROLINA ~ BITUMMOUB PAYING
;G' - G 13 1 r .1; 1 1 (93rD), •I' t~, ~ ~ \ rr ~ ~ 3, RfFERENGEB CaNC, SLAB OR PAYNG
i" DOMESTIC 1 h .~+ic~' " J " ~ , :1 • . ~ ~ ~ 0 PROFESSIONAL OF RECORDi 3 DB. 6038 PG, 1819
TAP I ~ I ! '''i' y ,jr,~ ? 1 \ I I V \ J7•S) y ~ ~ .r~ A' ~"„d', y ~l./r~'lr;~• •a , ~ -?y - ,l ~ ..1' ~ r • J ~ ~ ` l~ ~ Ali - - - -100 - - - - CONTO~g2 ELEVATION --ll®0~- PARK J. Dav1 S~ P.E. ' ~ 4, tAX MAP DATA .100,0 SPOT ELEVATION • ll~~l
~ ACL-94-6999-1094-30
EXISTING P, --r '•;E^• a 1 r \ ACL-94-6999-1094-13 =8" SD = STORM DRAIN LME -i' SD -
~ w , DRIVE (94 7 (9 .98) 'c• 1 1 ~ ` , , , , . , ~ ~ ~ ~ 6, ZONMG DISTRICT ~ ~ STORM DRAM MEET
DGME 1~ I I I . p/,': 1 : l: ! 1Y ~y l.°~..... ~ 1 ; ~ . , ; CU-LI (LIGHT INDUSTRIAL) ~
TER N - ? 4 : ~ \ ~ • ~ .L • : . I ~ .34x40 ' ..~o•• ~ ~ ~ : t: ~ BA,CKFL I I I ~ STORM DRAM MANHOLE
( I SL I h ~ ~ \ \ PREVEN I ? , I HOUSE I ~ I ~ ~ _ ~ - 1 ~ . , v,'• 3: • • ' ~ : • ~ : , ` , . Y . . , , , * : , \ CONDITIONS ~ A, ANY PROPERTY LINE BORDERING ON AG OR RESIDENTIAL PROPERTY HEADWALL OR ENOWALL
~ , ~ \ I SHALL HAVE A 50 NATURAL BUFFER
HOT BOX 1 ~ •i.i. l -r.~-r-~~w i ~ r ~ i '1.' ~ ~ (939.14) ~ / - ~ B. WIDEN US 411 WITH CURB AND GUTTER ON ONE SIDE - - SANITARY SEWER LME SS \ 1 C, MINIMUM 100' WIDE OPEN SPACE CENTERED ON STREAM A8 SHOWN _ - IT MANHO •
~ ~ - S~- SAN ARY LE \ ~ ON SKETCH PLAN. C~
• ~ 1' ''lye': ~ : ,r.. r : ,z • ~ , I ~ , .r, ~ - - - ~ CLEAN OUT ---0 , 1 Go co
I~ 'lam'. 'I. . , t ~ ~ 6, LOT SIZE N..+ TRACT I ¦ 9196 AC. -o- WOOD FENCE ~
. \ ~ TRACT 1 =16,160 AC, ~ d]
~ ~ OPEN SPACE DEDICATION = 1961 AC. GRAIN LINK FENCE X ~j ' , i ~ ~
r ~ b 4 ~l l 1 ~ 1 PROPOSED BUILT UPON AREA • 1b1 ACRES 14b,16%) ,ti, ' ~ - 'r ~ \ MAX. ALLOWABLE BUILT UPON PER POND DESIGN = 1b1 ACRES 146.16%) TREE LME C/1
' ? 1 SILT FENCE -d-~-~ ~
1 `'e, i .N'T (919 ~ "s~' , 1 Q~ CONC, CURB ~ GUTTER Q
~ US POSTAL SERVICE
_ , . 'Y~ ~ DB 4834, PCs 1951 ----W---- WATER MAM W 0 .\I TAX MAP 94-6991-1ra95-5 ~
, ' ~ I o -1~ 1.. , • • - V , ~ ZONED CU-LI ' .I ~ ~ - T - TELEPI.10~ CONDUIT T Q)
N USE P05TAL SERVICE DISTRIBUTION CENTER I . ~ I, ~ ~ 1. , 4~, G---- GAS LME G
I X „ ~ _ ....1:.. • '~I . ~ 1 ` ,~t, s ----E---- ELECTRICAL CONDUIT E
~ . S
: , . FIRE HYDRANT O V1 .I
o I ' ~ ~ t', , , 1,/ I I , , ~ 1;•: • ~ ~ •.I \ , ~ D4 GATE VALVE ~ G) 4 \
N N I ,;I ~ h , , i r ~ ~ 1•.1 , ~ 1 • ~ rii I'' ~ I ' ~ POST MDIGATOR VALVE 8 ~ ~
t THRUSt BLOCK Q
1 ~ 1 r.I.~ J ~ \ ' ~ o PIPE E+OLLARD o
! ll I ,I, ~ 't I~ I 1 I ..I 1 I \ 1 1 1 •Y 1 ~ • . i I ~ ~ LK~Ht POLE
I~ ~ / ~ ~ .
~ ~ I 1 ~ ~ 1ELEPEIONE OR UTILITY POLE ~ ,I ~ ' I ,
' ~ ~ ,,.y the / ~ 4 ~ ~ 1 1 T(-'1 - / ~ 926).' ''..1• r.~. / ! .l ~ 't, 1 h .t: / • ~ , ~ ~ ti r ~ I I ' - - - - PROPERTY / RIOUJ LME i "I \
( •.,1 i-' •(92 (922) fD• I ! / ? ~ .1 1 'Ir .a'... ~A ~J..~1 ,.F-+;cl. ;'1'~>'1 ITT '7, 15 .a^ . ` III ~ ~ 1 1', 1 1' ;'Y ' ~ ~t .s I i ~ a ~ EASEMENT LME
14 ` 1 1 ~ ,
~ / \ ~ • • : ~ I , - ~ - ~ - 801E GLABBIFICATION i ~ , i ~ I
1 .1 , , g ~ , , ~ ,O ,1 ~';'1. if ~ L • ~ ' ¦Q IRON PM OR PROPERTY CORNER r
~l ~ . . , , ~ ~ ~ 1 : s` ~ I ~ ,r yl., 1•' '4~ , '/I I ~ ¦ STONE MARKER OR PROPERTY CORNER
~ - Y ' ~ ~ ; • BUILDING SETBACK LME
~ ~ ~ ~ l9 'fir 1 '~1 / • I :'cam / i~ ,
S31'49'll"W . 234.52 ~ 1 ! T 2 ~ ` 1 \ , ~.I~: I ~ • ~ ~ 1 TRAC ~ 1 ,,11 ~ • it . I. I• ~ 4~ , ® CONC, SIDEWALK
~ 1 1 ~ I ~ 1 16.160 ACRES ~ ? _ ~ 11 ; , .'tiC ~ • ~ ~ ~ ~ SUb4LE
~j / ~ ,m / o RIPRAP
. i' ~ • N ~ ;'I'; ROCK CHECK DAM 1 4-I1-01 ISSUE FOR BID
-g S,F \ 6 TphPORARY DIYER$ION DIKE RF I Mk Dote Descrtptton
~ , , t, ~R ~ \ EROSION CONTROL MAT / ~ ! eR ~
z ~ N/F WILLARD DEAN w ~ 1 1 ~ !y rJ.••'•'1 / m DB 1309, PG 501 ~ ~ , 1 1 1 ~ ~ . ' ~ , ~ •a Revisions
MA 94-6999-1094-19 1 1 1' ~ ~ . ~ ~ TAX P ~1 1 . , ~ _ _ 1 I . 0 ONED RS 20 1 ~ 1 , . ' 9 I \ CANOPY TREE
z ~ - INCs FAMILY RESIDENTIAL 1 1 ` ' ~ ~ , ~ USE S LE ~ \ 1 1 1 . ~ 1' , ~ / . ~ ~ . ,i . ~
? . ~ P
~ , .k. ;l UJATERSNED NOTES
m I D 25' 6LDG. SETBACK ~ ~ ? ~ ' '„~T - ,4+, l5 835'11'58"W
t~ A - T- ~ ~ - • k' I, THE PROPERTI' OWNER IS RESPONSIBLE FOR MAINTAMING THE COMPLETED 291 8 5'11'58'W.- , I ~ PERMANENT WET DETENTION POND AS DIRECTED BY THE GOVERNMENTAL
~ - - 535.'21'58"W 122.36' `9• 9~ ~ 238b5' r-- ~ J`7 by 9b3 g~ f I OFFICE HAVING JURISDICTION FOR WATERSHED PROTECTION, by 3 ~ W
„ ~ , ~ ~ 1' ~ h 1 a 1. THE PERMANENT WET DETENTION POND SHALL HAVE FULL DEBKaN VOLUME C' Z sr m ~
U~ a ~ •~•:>'i ,p~ i h ~ AVAILABLE PRIOR t0 ANY ISSUANCE OF CERTIFICATES OF OCCUPANCY FOR THE Q 80. ~ I I I ~
r ~ 1 I ~ 1 yy ~ SITE AND/OR PRIOR TO ANY PLAT RECORDAT oN FOR THE S TE, TH 8 MAY ~i REQUIRE tHE CLEANOUT AND DISPOSAL OF SEDIMENT FROM THE POND,
~ 1 I ING 1 ~ 0 2 -a i 3 t CON TOR SHALL SCHEDULE A PRECONSTRUCTION MEETING WITH THE W
i~ E TRACT 1 9.296 ACRES 1 -s WEST MARKET STREET ~i HE TRAC Q 1.962 A 8 OPEN SPACE ~ CITY OF GREENSBORO WATERSHED ENGMEER WHEN THE PERMANENT WET Z AT D TO THE CITY ~ E ~
DEVELOPMENT COMPANY i ~ N . ~ OF GREENSBORO AND THE ~ DETENTION POND HA8 BEEN CLEARED AND THE POND HAS BEEN FIELD STAKED. y
DB 2140, Ft's 0531 1 TAX MAP 94-6999-1094-13 1 0 ~ • ~ PUBLIC FOR DRAINAGEWAY i ' ~ T OFFIC HAYING J I ICTION FO WATERSHED PROTECTION ~
UTILITY NOTES ZONED LI ~ _ - ~ m ~ B ~ ~ AND OPEN BPAGE. h ~ ~ 4. HE GOVERNMENT E UR SD R ~ ~ _ - b~ , 0~ i AND THEIR ASSK+NS HAVE THE RK~IT OF ACCESS TO THE PERMANENT WET W m ~ h ~ TION MS CTIONB MAIN E ENFORCEMENT.
"C FEY' -cq ~ USE -UNDEVELOPED 1 NCG /N D83 ~ ~A I, EXISTING UTILITIES SHOU,N ARE FOR REFERENCE ONLY, CONTRACTOR SHALL I .ay , DETEN POND FoR PE AND TENANC ~ (BLANKET EASEMENT) z
N 129 .1110 ~ 9 VERIFY WITH UTILITY COMPANIES THE EXACT LOCATION, SIZE, AND DEPTH OF 1 d ~ Q ~m '
I1 3s .12Im N rv UNDERGR019JD UtILITY LINES. 1 ~ m E Y I ~ to E b, FMAL APPROVAL aF INSTALLED RUNOFF CONTROL STRUCTURES WILL BE 0 ~ REQUIRED AT FINALIZATION OF THE GRADING PERMIT OR AT ISSUANCE OF THE '0
EL=935 9 ~1 , I ~ 2. ALL UTILITY STRUCTURES (MANHOLES, POU.ER POLES, ETGJ VISIBLE AT THE ~ ~ FI i MG G IFICAT OF COMPLIANCE WHICHEVER COMES LATER IF Q i~ A WATERSHED/STORMWATER PLAN INCLUDING THE BULD ERt E C
I TIN FI OCATED. THEM MAY BE OTHER I EX S G GROUND SURFACE WERE ELD L i I DRIVE UNDERGROUND UTILITIES ON THIS SITE WHICH ARE NOT SHOU.N ON THE PLANS. I ITY viC NEItHER A BUILDING PERMIT NOR A GRADING PERMIT IS REQUIRED FOR A SITE, ~ ~ I CONSTRUCTION PLANS FOR THE WATER QUIL DE E, THEN ANY REQUIRED RUNOFF CONTROL StRUCTURE SHALL BE SU681ANTIALLY
MUST BE SUBMITTED TO AND APPROVED BY THE CITY I TO INST CATION OF ANY BUILT-UPON AREA ON THE SITE, I OF GREENSBORO TECHNICAL REVIEW COMMITTEE COMPLETED PR OR AL
1 3. SEE PLUMBING pRAWMGB FOR CONNECTIONS TO BUILDMG SERVICES. I j PRIOR TO RECORDING A FINAL PLAT AND OBTAINING ENGINEERMG CERTIFICATION OF COMPLETION SHALL BE REQUIRED PRIOR TO
REFERENCES I ENGINEER'S CERTIFICATION OF STORMWATER QUALITY CONTROL ; NCGSlNAp83 I 4, ELECTRICAL AND TELEFM•IONE LINES SHOUN FOR CO-ORDINATION ONLY, SEE 1 I A GRADING OR BUILDING PERMIT FOR THIS LOT. FINAL APPROVAL BY THE ENFORCEMENT OFFICER
"NEARS" AF EY" ELECTRICAL PLANE FOR 81TE LKsHTING, TELEPHONE, AND POURER LOCATIONS, I CERTIFY THAT RWOFF FROM THE FIRST INCH OF RAINFALL FROM AREAS THAt ARE REQUIRED TO BE s ~ I b, WATERSHED DATA I WATERSHED HIGH POMT WATER~aHED WS-IV, GWA
5 211.1940 CONTROLLED PER SECTION 30-1-1,12 OF THE GREENSBORO DEVELOPMENT ORDINANCE 18 CONTROLLED ~ N 851291,1110 8 5, ALL WATER LINE CR0881NG8 OF SANITARY OR STORM SEDERS SHALL I 831'31'50' I I I ~i~mmm+~t TOTAL SITE AREA 16,160 ACRES
„ BY A PERMANENT ENGINEERED STORMWATER QUALITY CONTROL THAT HAS BEEN DESKeNED TO MEET s E 1110381,1210 11 9109.85 PROVIDE A MMMIM VERTICAL SEPARATION OF 18 . L = 5.92 OR EXCEED THE REQUIREMENTS M THE GREENSBORO STORMWATER MANAGEMENT MANUAL. s I EL=935b9 I I ,+~mm Z~ ~A~O( ~4y DISTURBED AREA 11,89 ACRES (10,94%) I ~ ~ I m 4•+~,...(~...•~ /y ~i I t-'f~~y~ Ap~~ 1b1 8 (46,16%)
6. MAXIMUM DISTANCE BETWEEN FIRE HYDRANTS SHALL BE 302'. NO s I ~ ~1 ~o a° ~~Jl ~a ~ BU L Mf tT- IiGM +'yVRG I ~ I : fl4 ay ~ UNDIStuRBED AREA 481 ACRES (296%)
STRI.ICTURE SHALL BE MORE THAN 302' FROM A FIRE HYDRANT. ~ { I i rk q ~ SOIL TYPES I r I = a SEAL + ~ CcB -CECIL SANDY LOAM,1 t0 b PERCENT SLOPES
P.E. SEAL 1 ~ 1, SITE UTILITY CONTRACTOR WORK SHALL TERMINATE AT 5 FROM THE BUILDING, j - ~ ~ I : S 15660 MeC -MADISON SANDY LOAM, 6 TO 10 PERCENT SLOPES
BK~NATURE i N ~ I N ~ N I S Q MdD -MADISON SANDY LOAM, 10 TO 15 PERCENT SLOPES I ro tp A ~ ~ ti,,yG UTILItIEB PUBLIC WATER AND SEWER (CITY OF GREENSBORO)
8, CONTRACTOR SHALL INCLUDE IN HIS BID TI$ COST FOR WATER MSPECtION, 1 . SEUJER TAP FEES, WATER AND SEWER MSPEGtION FEES, WATER METER DATE ~ - u! ,~2j t N ~ g~ Dote 4-12-01
IMPACTNSE FEES, ALL CONNECTION COStB, AND BONDMG (IF REQUIRED). m / m s I pP +++'m 1, THE SITE IS LOCATED APPROXIMATELY 5500' FROM THE NEAREST 100 YEAR Dwq.By FINELINE Cad
J I 'hpM;~;,•,p+`' FLOODWAY ACCORDMG TO FEMA PALL 31011100856.
i 9, SEPARATION - INSTALL WATER MAINS AT LEAST 10 FEET LATERALLY FROM 940,19' ck.sy M. Davis
EXISTING OR PROPOSED SEWERS, UNLESS CONDITIONS PREVENT A 10-FOOT 540'39'31"W - 1 GRAPHIC SCALE File N0.99-061-003
SEPARATION. WHERE A 10-FOOT LATERAL SEPARATION IS NOT PROVIDED, THE _ i WATER MAIN SHALL BE LAID IN A SEPARATE TRENCH OR IN THE SAME TRENCH APP 1 P. _99, /
ON A BENCH OF UNDISTURBED EARTH WITH A MINIMUM BKT ENTERPR15E5, LP " AS THE SEWER 0 30 ro 120 110 Sheet 412 202.03' /
VERTICAL SEPARATION OF IS INCHES FROM THE TOP OF THE SEWER TO THE D5 4934, F'G 1318 BOTTOM OF THE WATER MAIN, DB 5030, PCs 122 540'39'31"lu 214,91'
TAX MAP 94-6999-1094-4 540'39'31.
10, UTILITY OWNERS ON THE SITE ARE AS FOLLOWS WATER 4 SEWER - CITY OF TONED CU-LI ELECTRICAL - DUKE POWER TELEPHONE - BELLSOUTH, GAS - USE TRUCKING TERMINAL GREENSBORO, ( IN FEET ) C1 I
PIEDMONT NATURAL GAS. 1 inch = 60 ft.

"NEARS"
NGGSMAD83 NO'r E CJ R~~~ tE5
N 858211.1940 A US POSTAL SERVICE E 1109109b590 NOTE - DB 4834, PCs 1952
EL=86 .92 UPON COMPLETION OF 911E GRADING, THE DEVELOPER DB 4834, PCs 1951 I. GEOMETRIC DATA P 0 SHALL CONTACT THE LANDSCAPE PLANNER 1313-2198) I ATA FROM SURVEY BY BORUM, WADE ~ A880CIATEB, 408 - D PARKWAY, ~P 1ETR G D
T A AN ON SITE MSPECTION OF THE TAX MAP 94-6991-1095-014 / GI~EEN9BOR0, NG ~ NG 11401, DATED SEPTEMBER 11,1999, ENSBORO, Q ~
m ~ O RRANGE TERMINE CREDIT TOWARDS ZONED - CU-LI s RE:MAMING TREES TO DE USE -POSTAL SERVICE DISTRIBUTION CENTER PROPOSED w REQUIRED BUFFER YARDS. 1.70POGR4PHIC INFO OGRAPHIC INFORMATION FROM SURVEY BY REGIONAJ. LAND SI,IRVEYO~, INC,, 8641 ~r ~S
~ gyp, WEST MARKET 91RE BUILDING ~ i MARKET 81REET, SUITE 100, GREENSBORO, NORTH CAROLINA 11409 DATED MAY 0 ppLF z
5' TYPE 'D' 13,1000. saoa SF x ~ a00 qk IT ~ \4 a ~ 21 m
~ ~ LAND9caPE YARD fFE 940.50 w SEE DETAIL g 3, THE 917E 18 LOCATE SITE IS LOCATED M ZOWE "C", AREAS OF MINIMAL FLOODING, PER FEMA PANEL
(OFFICE & I m ~ A/C2,1 ~ ISTMG TREES TO REMAM ~ 31011100850 DATE III 00850 DATED NOVEMBER 18,1988. THE SITE IS APPROXIMATELY 8800 FEET FROM
2 BAY SHOP) N OVE EXISTING 1 ~ REM ~ M LIEU OF 5' TYPE 'D' THE NEAREST 100' o I POWER POLE SGAPE YARD NEAREST 100 YEAR FLOOD ZONE.
~ ~ END CURB ~ L'~ ~ ~ \ 4, WATERSHED HK~I I ~~`~~y ~ 1 GUTTER EXISTING STRUCTURE / NK•FI POMt WATERSHED lW8-IV) EAST AND WEST FORK DEEP RIVER 40 U! Mq ERSHED RKEr
TO BE REMOVED ~ ~ GENERAL WAl'ERSH _ ERAL WATERSHED AREA IGWA) Burg Ppp`gR
BOLLARDS, I„E 300.15' ~ - 1 \ / ITYR) 1.190 I 5' BLDG, SETBACK ~~ti ~ ~
/ ~ / \ ARCHITECTURE
~ a 9 ~~x1 I / ~ x I GARY THOMAS YORK ~ ~'~5//'
/ I - ~ I ebb/ ~ ~ ~ / / 22 CONC, ~ 0 I DB 4914, PG 602 ~ , / / I ~ APRON I TAX MAP 94 6999-1094 015 ~ ~ ~ ; ; ~ ENGINEERING
/ / 100' R/Ul ~ ~ , 2 55' x I w ZONED - LI \ SITE DATA MA
/ / - - n USE -UNDEVELOPED / ; ~ / / ~ 10x2'0 I ~ / + \ VICINITY P
/ 5 35x31 DUMII~'8 R T x I ~ ~ ~ : \ / i ~ 1"=1000' PLANNING i. PROPERTI' OuNER/DEVELOPER ~'~E North
/ , ST / ,9065'_, : (n'P.~: ~ ~ : • - x Q ~ - ~ \ XTRA LEASE, INC
1801 PARK 110 DRIVE INTERIOR DESIGN SUITE 400
/ / TREES 13/ " I CALI R) u ~ x b 04b ~ ~ 1 ; % ~ EN LE et, LOUIS, MO 63146 EXISTING NEW 4807-C Koger Boulevard
/ / RATE ~ t~ ~ b ~ I 9 I / , , , \ / - 41b - .17x26:: - E CONTACT -JOHN MUELLER [phone] Greenaborot N.C. 2140T
200/ RE ~ t 4.50 38 ~ ~ 1, ADDRESS U BUILDING U Tebphone 336-218-8282 u
/ x I x~ \ Ex1aT LL ~ • , Q , _ - A ~ , ~ 3m > I ; ; • mix/ : ~ \ u 8160 WEST MARKET STREET rU8 asu Focatmile 336-218.8010
- PER D - - t3 I d.' x I x,~x • ~:::•I . f ~ I,' i , 9T _ °D ~ W 8PL 1'' '_i:~ A -x~x :I ' A; - / \ GREENSBORO, NORTH CAR>OLNA ~ BITUMINOUS PAVMG
"t 8 -,~J P y v- 4,15 x~-x 'Fs1~A`rEL F 'Al4~, ~ r I BL I • x~' ~ / ~ 3,REFERENCEB coNC,SLAD OR PAVMG PROFESSIONAL OF RECORD
\ DB, 5038 PG, 1819 ~ - - - -100 - - - - CONTOUR ELEVATION -'{I0®l-- MARK DAYI S, P.E¦
• H/C SI~I '9x25 . w,' .t \ I ~ ~ SEE DEt~t :$u D',; :y~.~•>•ih~,~;: '~i'~ , . , , , t~ 4, TAX MAP DATA ~ 100,0 SPOT ELEVATION ~ !100.0)
30' 36,92 A'~ ~ J;'1 •4;/~ ~ _ , /02.1 t ~ „r<. ,-`-•~.~,.~t.~{, ..,t \ \ ACL-94-6999-1094-30
5 ~ :~'-r~ `,yti.1~ .1.1w.i~^~'~'r VE ACCESS ` ACL-94-6999-1094-13 ~ \ EXISTING TREES TO REMAN =8" 8D= STORM DRAIN LIFE SD-
EXISTING t- -~'r I , , \ ~ IN LIEU of 8' TYPE 'D' ~ \ LANDSCAPE YARD 8. ZONING DISTRICT ~ STORM DRAIN INLET
DRIVE I X' _ ; y,%=•"~i-~ r l \ , ~ ~ I' 'r .r J ~ \ ~ ` GU-LI ILIGFri INDUSTRIAL) \ --(1-- STORM DRAM MANHOLE ---f--
- - - - - - I I r:. . ~ t ~ ? - y A , , : t . fi 4x40 • ~ : . CONDITIONS
105 ~ I > 1c ;1- , , , . ~ i LAB : t: , ~ A, ANY PROPERTY LINE BORDERING ON AG OR RESIDENTIAL PROPERTY HEADWALL OR ENDWALL
ACC~S9 HOUSE I EXIBTMCs STRUCTURES - ~ - ~ J ~ ; , ' ~ ; ' , . - - t ~ TO BE REMOVED ' I ' • i•' \ C . ~ \ SHALL HAVE A 50 NATURAL RIPPER - - SANITARY SEWER LINE SS
- . . 5 GONG, 97RIP . - - - - - .,l ~ 1 ' . , . 1 ; ~ ` B. WIDEN US 411 WITH CURB AND GUTTER ON ONE SIDE \ C, MINIMUM 100' WIDE OPEN SPACE CENTERED ON STREAM A8 SHOWN _ • ~ - -~S - SANITARY MANHOLE
PROPOSED I ~ t :1:' 'rte ~ TCH PLAN. \ ~ ON SKE
l2) 25 BUJING I x .I • : m• ~GRAV~L• PARKNG;' Jy: ~`t - ; 'i• / ~ - - - ~ CLEAN OUT co ~ ~ ^ • ~ . , ~ ~ b. LOT SIZE -o- WOOD FENCE Q) ~+¦I ~
GATES •I' - I ' ~ , r^~:: : l: , , ~ , y~.,,~••, , J • •I; ' i;l' :I•j,c. •,i" '111 ~ 1 ' ' ''.p'' \ TRACT I = 9,196 AC, Q
PROPOSED x ~:I'' : i I: ; . d,' S- . ,N':': , `S . ~ . ' : .GI~AV.Ek. , .'I@fGs AREA: ; , ~ ~ TRACT 1 ¦ 16,160 AC, CRAM LINK FENCE -X-
PYLON SIGN ' I•' J ~ h' .t U?. , ' ~ / ~ ~ \ OPEN SPACE DEDICATION = ?.961 AC. ~ ' ' ' ` I T UPON AREA = lb1 AC1~8146,160 n..v,rwv~n ~ ~ \ PROPOSED EiU L TREE LIFE ~ V
GRAM LMK I• ~ ] x~-'x ~ ~ 4J 4 :I: +I ~ MAX. ALLOWABLE BUILT UPON PER POND DESIGN ¦ 1b1 ACRES 148.160
ING ~ .x ~ ~ I~, ~ : / . FEND r ` / \ SILT FENCE -•----0-'~ N" ~ ~ Q
88TREETYARD ~ x..-x / ~ f GONC, CURB 1 GUTTER j
SEE pETAIL w : II / I~ SATE , ' 1~ • ' ` TAL SERVICE i`I \ U5 P05 Q ~ ~ 3 DB 4834, PG 1951 -W- WATER MAIN W ~
.I, 'I i~ TAX MAP 94-6991-1095-5
E I ~ ' ~ :•c • GRA PARING AREA { / / x ~ . , , ,I x 1 \ 35 BAIL ING TB x 'I' ,i," ~ ~ : I i / / , I ZONED - CU-LI ----T---- TELEPHONE CONDUIT T ~ I n 1\~ USE - P05TAL SERVICE DISTRIBUTION CENTER
:I I ~ ~ I ---•G---- GAS LINE G O `I ' \ ~
^J / ~C1 I I, / 1 t I E ELECTRICAL CONDUIT E Q
A / 1:..,.... I \ s~ ~ 1 \ tT' FIRE HYDRANT Q ~ ~
w .I ~1 IY / tDl ~ ` tP~ 1
, ~ ` D4 TE VALVE ~ ~ 1•.,.,..., f w ~ 1 \ GA A 1 ~
m I \ Doer n~DlcaroR VALVE 00 ~ e
~ I ~ ~ I \ THRIJbT BLOCK Q
N \ I ~ F ~ ~ ~as s ,R : :1 , 1' . ~ I ~
. , t a'i a. t FNp \ ~ o I°IPE BOLLARD o 1........ ? ` ~
~F 1 \ \ LKtHT POLE 1 1
/r \ \ I ` , ~ TELEPEIO~E OR UTILITY POLE ~Q1 ~
PROPbBED 3 ~ r \ ~ , _x_ -x-x-x r ~ , t , f 1 / I ~ ~ LICE ~ T 1 1 MOrERTY
Z -i CURES ~ 1 ~ \ ~ j ti T t 1 GUTTER ( ~ i ~ ~ ~~t "I~ ` I \
I I ..1 EASEMENT LIFE
I ~ ~ ~ :r. ~ ~ ~ • ~ t~ ~ \ - ~ - ~ - SOIL CL,gBSIFICATION
~ ~ .r,• • 1 ~ ~ ~ - x - Q• IRON PM OR PROPERTY CORNER
~ \ , ~ ~ 0 ~ ` r,,
~ \ ,r \ Q STONE MARKER OR PROPERTY CORNER k `
~ BEGIN CURB \ I \ BUILDING SETBACK LIFE
~ GUTTER ~ \ . ~ \ ~ i'. : 1 I m m ® coNC, sIDEWALK
I ~ ~ \
I 234.52 ~ % • } ~ 831 49'll w ~ TRACT 2 S \ i 16.160 ACRE 1 ~ r ~ ~ `
~ 3 I~~{ m \ , I ro @ ~ ~ o RIPRAP / l ~ 'm \
d`i ~ ~ 1 m ~ ROCK CHECK DAM
50' UNDISTURBED AREA WITH + i ~ • . ~ EXISTNG TREES IN LIEU OF \ I `~.`i' N \ _ 4-12-01 ISSUE FOR BID
Y I # ~ ~ 50 TYPE A LANDSCAPE ARD ~ \ /x • ~ r ` TEMPORARY DIVERSION DNCE r gr e0, \ Mk Dote Description
A m \ I ~x~x /'a 0 I ~ w ~ ~ ~ I CONTROL MAT / ~ \ EROe cN ® R visions ~ FR ~ 8
~ ~ ~ N/F IUILLARD DEAN w \ 6>~ ~ I\ CANOPY TREE
m ti DB 1309, PCs 501 ~ ~ / TAX MAP 94-6999-1094-19 \ ~ -i / I ` I
0 ~ ZONED - RS-20 ~ ` ~ / A 1 / i
z ~ ,ry USE -SINGLE FAMILY RESIDENTIAL \ / ~ I
~ ~2 I J \ I N Z tq I / ~ / _ tP i 1 ~ gm
m j ~ TBACK ~ ~ --_------------r-- - - 15 ~ 535'21'58"W T
D ~ 25 BLDG. SE ~ ~ _ 292.22 535'11'58"W I ~p,3 9~ I
r,~ ~ - - S35 2158 W 12236' ,~9 E _ _ ~ ; ky i~ ~ y~ 3 1
238.65' ~ / tp \ ~ EXISTING TREES TO REMAM ~ 1 a h / ~ sr ~ ul Q ~
N31 0 33 E ~ ~ M LIEU OF 5' TYPE 'D' ee, m i
l7 ~ ~ ~ LANDSCAPE YARD 1 r I ~ ~ i r 2 i ~t
1 I F ~
E T TRACT 19.296 ACRES j ~ T T EET ~ ~ WEST MARKE S R 1 ~ _ I 2.962 A ES OPEN SPACE ~ i~ Z ~ ~ 0 ATED TO THE CITY ~j
ONING DATA DEVELOPMENT COMPANY . N Z N OF GREENSBORO AND THE s\ N ~ ~ PUBLIC FOR DRAINA,GEWAY i c~
DB 2140, PG 0531 I ~ i m ~ ~ ~ ~s~ ~ -I AND OPEN SPACE. i 3 '9, a
I TONAL REQUIREMEENT9) TAX MAP 94-6999-1094-13 I ~ ~ ~ IPER LI p MEENS ZONED - L I I ~ ITEM REQUIRED ACTUAL REQUIRED ACTUAL S -UNDEVELOPED I m I ,y m ~ • by ~
- UE I "CA FEY' -cp I m'` W ~ ~
NCG M D83 ~ iA MIN, LOT SIZE 20,000 SF d N a ~ ~ AN vCAPE DATA ~ ~ m
N 8 129 .1110 r, MM LOT WIDTH L D I 11 3 .1210 SIN MIN, STREEt FRONTAGE 15 FT I ~ E Z I ~ ~ ~ i' y iltl ~ ~ i~tller~.mo~
EL=835 9 I MM, SETBACKS I ~ '~A WATERSHED/STORMWATER PLAN, INCLUDING THE t~t~ CAS
NORTH 0 FT 15820 FT PLANTING AVG. CANOPY TREE UNDERBTORY SHRUB I EXISTING 35 fT 5033 FT AAA TYpE WIDTH RATE TREE RATE RATE I ~ TY VICE tt® 5~~..E...~~/ I 1 CONSTRUCTION PLANS FOR THE WATER QUILI DE ~Aao. 1 1 T AN APPROVED BY THE CITY SS;
DRIVE SOUTH 25 FT 89.15 FT ~ EAST I 1 FT 2/100' 18/100' I 1 MUST BE SUBMITTED 0 D C~ ~ 'C E Q,y . 1 OF GREENSBORO TECHNICAL REVIEW COMMITTEE
WEST 0 FT 4 2, 5 NORTH TYPED 5 ~ 1 1 TAINING ~ ~ ° 1 I 1 PRIOR TO RECORDING A FINAL PLAT AND OB 4. SEAL ~ ~ 1 I A GRADING OR EIUILDING PERMIT FOR THIS LOT. r
MAX. BLDG, HGt, 50 FT SOUTH STREET YARD 8' 2/100' 11/100 ~ I REFERENCES MAX, BLDG. COVERAGE 60% 0,82% WEST TYPED 5' 2/100' IS/100' 1 I ~ S
NCfsS/NAp83 PARKING SPACES EAST TYPE A 50' 4/100' 10/100' 33/100' ~ 1 1 \ i SF ~ t 1 832' 31'50' I •a e, ~ I N
"NEARS" AF EY" IC 12880 9F ~ 11200 SF) 15 15 PARKING PARKING LOT WA UI2 SPACES ~ OFF E ~ 1 I ~ ~ • 1 1 syk.C~ ¦....r. J\a~~t
N 851291.1110 85 211,1940 C AREA !EMPLOYEES ~ 2/3 EMP) 8 ~ I 1 109.85 SERYI E 25 I ( E 1110381,1210 I 9 TOTAL 23 THIS IS A CONCEPTUAL LANDSCAPE PLAN 1 i I NtNhit
EL=935,69 L= 5.92 HANpIGAP SPACES I 2 I 1
THE APPLICANT MUST SUBMIT A DETAILED LANDSCAPE PLAN IWHICH DEPICTS THE PLANT 1 TH ISSUANCE OF THE BUILDING PERMIT I I I 2UOi . APR ~ 2 I z I
TYPES AND LOCATIONS) WITHIN 90 DAYS FROM E aCAPE PLAN MUST BE I - FOR REVIEW BY THE F'LADNING DEPARTMENT, THE LAND I ~ w ICJ N~ 1 I~w 1
I APPROVED BY THE PLANNING DEPARTMENT PRIOR TO RECEIVMG AND MSPECTION FOR THE I N ~ I N ~ ~ 1 Date 4-I?-01 1~?~A 1
CERTIFICATE OF OCGUPANY, I /0. I ~ @ - 1 1 Dwq.By FINELINE Cdd
/ m i m E 1
/ ~ ~ ~ Ck.BY M. Davle
940,19' /
540'39' - - / 31"W / GRAPHIC SCALE File No. 99-061-003
,o ~o w 240 Sheet
BKT ENTERPRISES, LP 101.03'
DB 4934, PCs 1318 DB 5,030, PCs 122 540'3931"W 114.91' cl A
TAX MAP 94-6999-1094-4 640'39'31"W - - ! IN FEET )
ZONED CU-LI USE - TRUCKING TERMINAL I uxh = 60 ft.

„ ENGINEER'S CERTIFICATION OF STORMWATER QUANTITY CONTROL NEARS
NCGSMAD83 ~ 11,1940 THE STORMWATER CONTROL STRUC1lJRE SHOWN ON THIS PLAN IS DESIGNED TO REDUCE THE POST-DEVELOPMENT / T N 8582 I NO E S
1 YEAR 14 HOUR BtORM EVENT AND THE 12 YEAR 14 HOUR STORM EVENT t0 PRE-DEVELOPMENT RATES. US,POSTI4L SERVICE E 11091098590 OTES R,o~ti
EL=86 .92 /DB, 48 4, PAS 1952 / ,DB~ 48 4, PAS 1951 L GEOMETRIC DAT, EOMETRIC DATA FROM SURVEY BY gORI,M, WADE ~ ASSOCIATES, 409 - D PARKWAY, yv
a ~ ~A,~'MAR 94 6991-105-014 GREENSBORO,>t m ~ ~ ZONE - CU-LI; / aREEN880R0, NC 11401, DATED SEPTEMBER 11,1999, wp pQ v Q~
~ PF. SEAL ' P80POSED w ~,.P08TAC;SERYI E D15TRIBUTION CENTER Y INC. 8641 Q ~ OPOGRAPHIC MFORMATION FROM SURVEY BY REGIONAL LAND SURVE ORB, .ter q fob
SGNATURE ~ 1, TOPOGRAPHIC p BUILDING 01 ~ ~ ~4, 1 WEST MARKET S' JEST MARKET STREET, 6UITE 100, GREENSBORO, NORTH CAROLINA 11409 DATED MAY o C ~
i ~ i 13,1002. 6408 SF Z DATE , ~ OFF517E, FLOµI ~ , 1000. OCFgk IT ~ 3, ~ a 421 m •
cs FFE 940.50 w / ,DA= 16 AC1~S 3, 7HE SITE IS Loc 'HE SITE IS LOCATED IN TONE "C", AREAS OF MINIMAL FLOODING, PER FEMA PANEL
a~ ~ , (OFFICE / m S t~t QIO.= 14,24 CF9 31211100850 D, BAY SHOP a N ovERHEAD / b 2 I DROP 11011100850 DATED NOVEMBER 18,1988. THE SITE 16 APPROXIMATELY 5500 FEET FROM
~ / I , QI00= •1fd2.4(D, GFS, ' tHE NEAREST 12 ~ I ELECTRIC :TELEPHONE r 'HE NEAREST 100 YEAR FLOOD ZONE.
. ~ / I LINES TO UNDERGROLAJD I i , c ~ / / \ 4, WATERSHED Hk JATERBHED HIGH POINT WATERSHED !WB-IV) EAST AND WEST FORK DEEP RIMER 4~ w Mq
G+ / ' \ GENERAL WATEf ~i -y- / / , A A fGWA) ~CEr GENERAL WATERSHED RE 8u~r
~~f I.,E 300.15' ~ ~ / ! / -OHP l N31'19'0 I /9' BLQG, SETBACK / \ P~CgR
/ ------•(941)--- I / / \ g - ~ I A • Y THO AS YORK ~ I t ` \ ARCHITECTURE
/ ~ ) I DB 491 , PG 6112 ~ a ? ~ ? ' / ~ ~ \ / I~;'
/ I TAX MAP -6999,-1094 01~.• , ~ ;100 R/lU / I w Z NED -,•L / ; ~ ENGINEERING
/ / - USE UNDE~ELOPE,D'• / / j •l. ~ ~ / I' / I ` ~ + / I 942,9) i ~ / a SITE DATA VICINITY MAP
/ ~ / / 5 35x31 i 1% I . cn / a,' ~ .I y. ~ ; , , r ~ ~ \ BCALEI"=1000' PLANNING I. PROPERTY Ol6NER/DEVELOPER North
/ ' •I , , / / / I m ~ ~ , xTR4 LEASE, INC
1801 PARK 110DRIYE INTERIOR DESIGN
SUITE 400 ND LEGE ST. LoulS, MO 63146 EXISTING NEW 480T-C Koger Boulevord
/ / 936 a 3 ' 1 .''3m4~ ,,I-• .r • / ` , \ , CONTACT -JOHN MUELLER f888r301-9811 Greensboro. N.C.2740T
/ G (9401) ~i' 1 I% "I ~s. ` ~ ~ ~
IN 't9 5 i r' a• .(97,5 ~ :I' ` + ~ I , 1, ADDRESS LJ Telephone [phone] u BUILDING u 8160 WEST MARKET STREET !U8 421) 1 Facslmfle 336.218 80 0
r. ~4 GREENSBORO, NORTH CAROLINA ~ BITUMINOUS PAYING
~ ,s 3, REFERENCES ~ CONC, BLAB OR PAYNG PROFESSIONAL OF RECORD
~ \ . \ ~ 3 DB, 5038 PG,1819 -
I DOMEStIC I"W \ ~ r ;9x,25 'r' 'r ~ , ~ TAP I \ ~r' .~•i; i~ / ~i• I' ~ 1 . , , , , - - -~0 - - - - CONTOUR ELEVATION -fle0)-- ~K J. DAVIS~ P.E. \ r,,
1 W \ ,48J ~ v1 . $,~~D,~ / ?ti•~° ~?~$:,i;N.A G ~ ~k _ .2a\:~;;j ~ ~ ~ F ~~F ; 4, TAX MAP DATA ~ 100Ja SPOT ELEVATION • !100,0) ,l \ \ ACL-94-6999-1094-30
~ - ,;':~r•~r.~^r.ti~, a.,.9;v,ti1'"`i,j^7 JTi:• I r ~ C ~ ~ , . ~f ~ f ACL-94-6999-1094-13 =8N S0= STORM DRAM LINE -i' SD-
EXISTING E - r I: : R ;r: .',r; : i , , . , ~ ~ 0 I 5, ZONING DISTRICT ~ STORM DRAM INLET
DRIVE (94 7 (9 ,98) _a- 'G' ~~;':•r: \~1,, ~ \ •'i'n~:' , , 1 S~ ~ CU-LI ILIGHT MDUBTRIAL) Q
DOMERT C I 1 . , r' • ' / i ti l...... ..y I 1 STORM DRAM MANHOLE
.34x40 ~ . , , . , r I . ~ , I ~ \ , I RFZ BACKFL \ I SLAB I ry ' . 't )w .r,' : ' ~ II \ COND T ONS I BORDERING ON AG OR RESIDENTIAL PROPERTY ?~ADWAI-L OR ENDIUALL ~ ' A, ANY PROPERTY L NE
PREVENTER IN ~ \ I HOUSE I , ~ - ~ - ~ ,.r" : r,'•>•:: • ' ,I: •.Y • , . , \ ' HAVE A 50 NATURAL BUFFER ~ 1 SHALL - - - I 88
ABOVE / : , . HOT BOX , ti,-. • -1: - -1-Y ~ . ~ ~ • , ' , ' 1,, ' C • i : ~ B. WIDEN US 411 WITH CURB AND GUTTER ON ONE SIDE 88 - SANITARY SEWER L NE \ 1 ~ AS SHOWN
9.14) ~ ' .,l' . ;r; 1 .c. . , C, MINIMUM 100 WIDE OPEN SPACE CENTERED ON STREAM - ~ - SANITARY MANHOLE 'y \ ~ ON SKETCH PLAN, ~
I ' i ~ ' l' • ' 111• ~ ~ • J ' \ .I,•' • 1' ' ~ , . : ~ ~ - - - ---o CLEAN OUT \ ~ ,,\`\I CO CO .~.r .,..I
~ ~ ~ 6. LOT SITE ^ r--1 -o- WOOD FENCE ~¦~¦1 ' t• \ TRACT I = 9,196 AC, ~ • ~
0 i • TRACT 1 ¦ 16,160 AC, _ _ ~ ~1
~ 1 : ~ CHAIN LINK FENCE X r?~-1 ~ ' i \ ~ OPEN SPACE DEDICATION = 1961 AC. ~ ' 1 i 5)
~ .I. Y • 1. , ~ ,I : l • , PROPOSED BUILT UPON AREA • 1b1 ACRE8145,16 I nrwww. ' ` ' ~ \ 4 ,165) TREE L NE ~ U 'a : i ~ ~ MAX, ALLOWABLE BUILT UPON PER FOND DEBKaN ¦ 1b1 ACRES ! 6
~ ~ r • . (9z 914 ~ ' b i 1 SILT FENCE ~
x r 9'12 ~ 1 ~ 0 ~ s • CONC, CURB GUTTER
, U5 P05TAL SERVICE ~
\ 1 0 • , , ~ ~ DB 4834, PCs 195 W WATER MAM W ~ r~' i MAP 94-6991-1(095-5 ~"I
I TAX ~ '•V',1,• ZONED - CU-LI -T- TELEPHONE CONDUIT T
35 BUIL INGR TB i x ~ x 0 ~ / \ :1".~:~~`.:~ 'I ~ ~ N LATER ~ ~ N USE - P05TAL SERVICE DISTRISUTIO CE : I'~ G---- GAS LINE G • O
~ ; , ~ t. E ELECTRICAL CONDUIT E Q
•r FIRE HYDRANT , ~r I
r ~9 ~ o_ ` - ~'•a ~a GATE vALYE ~ ~ ~ F' 4~ ~ ~ W, J A'
• I,~ ( r ~i ' / ~ i - ! 1 % ~ fir X~ .p l ~ ~ V/ ` m I ~ POST MDICATOR VALVE QQ Q~
~ W 1 y1 , 1 . . ~ I i ' 1' .1.1 5 ~ 1 1' e I ~ .I ~
% ~ / ~ ~ , F 1• \ THRIl6T BLOCK Q
C , o PIPE BOLLARD o
111 ~ 1 ~ : I ~ ~ LK,~FIT POLE '0
~ I~ 1 ~ I ~
r 1 1 i ~ + . .1 I i ~ \ ~ TELEPFIOPE OR UTILITY POLE , i ~ :I ~ .
- ,yam ~ ~ ,l x'01 t . ~ ~ ~ pry ` ~ + ~ •l' 1'~-'1 • (I .,I ' I 1 ~ - - - - PIOPERTY / Aow LINE
I ! .1 fc- ~ (921). ~ r / ~ ~ ~ .:1;~(. •k'/~ ~ T 1 err i ~t I e,a,SEh~NT LME
` I 1 I ~ ~ ~ ~ - . - . - SOIL CLASaIFICaT10N
1 \ ~ . ~ ~ 1 . + I ~ . ~ ~
';I \ ~ ~ ~ ' ~ QQ IRON PM OR PROPERTY COIQIJER r: =1
1 ~1 \ ~ I ? ) ~ \ , l` • I ~ STONE MARKER OR PROPERTY CORNER
;1 ` ~ \ ~ ~ ~ I ; I. I a ~ - \ . : , ;b• , ~ ; • BUILDING SETBACK L NE
I ` ~ ` ` ` ` ' • ~ I• I , ® CONC. 61DEWALK
$31'#9'11 W , 234.52' + TRACT 2 ` ~ ~ \ •1'' ~ I' • ` ~ ~ ? 16.160 ACRES ~ ~ + ~ '1 / ro ~ ti V, tq ,I', ~ h ,
. / I IPRAP
~ ~ , . I ,
~,i ~ ~ ~ ; ~ Rout cHEUC DAM ~ I'\~~ ~ ~ 4-11-01 ISSUE FOR BID
~ E . , ~ ~ 1 ~ 1 9i ~ 1 \ ~ ~ '"I ' 9~ TEMPORARY DIVERSION DNCE ) sr 0~'' ~ 1 w » > Mk Date Description
A ~ / / 1. ~ -9~ ~ .1 , AM • ' :,,;I~ ~ EROSION CONTROL MAT ® R vi ions
z ~ N/F WILLARD DEAN w \ + + , ~~i / / ~ / ER 1 @ S \ a 'l~ i•\ CANOPY TREE
- 0 ~ DB 1309 PCs 501 ~ + + + ~ ~ . ' ~ , m TAX MAP 94 X6999-1094-19 ~ ~ 1 '1 + 1' , 9~'',.• 1 ~ . , ~ I • ~
0 A ZONED RS 20 1 1 1 ' J( ~ ~ , ~ ~ ,i ~
z ro USE SINCsLE FAMILY RESIDENTIAL \ ~ ~ ~ . ~ 1 1 w ,!1 2 to 1 ~ ~ \ , '•1. •
% J \ ~ , / I ~ / \ i \ ATERSNED NO ES UJ
m ? 15' BLDG. REtBACK t ' ~ ~ - ------~-'•T . _ '15k, 835'21'58"W I, THE PROPERTY OWNER la RESPONSIBLE FOR MAMTAINING THE COMPLETED
11 - , i ----~^'T-- 535'21'58"W,•' ~ ~ ' 9222' ~ WET DETENTION POND AS DIRECTED BY THE GOVERNMENTAL 2 '•,I• PERMANENT
~ 1 _ - „ 12236' ~~3 ° p ~ y~, ~ p3 ~ ! ~ 1 OFFICE HAYING JURISDICTION FOR WATERSHED PROTECTION, W
2' 238.65' : ~Oo / ~ . • / ~ ~ ~ ~ / ~ n ~ I HAVE FULL DESKsN VOLUME ~ Z S a Q ~ 1, THE PERMANENT WET DETENT CN POND SHALL
N3l'01'33 E ~ -1 a •\:a•. i ~ , AVAILABLE PRIOR TO ANY ISSUANCE OF CERTIFICATES OF OCCUPANCY FOR THE Q ee. ~ ~ 81TE AND/OR PRIOR TO ANY PLAT RECORDATION FOR THE SITE, THI8 MAY ~
~ ~ ~ , 1 / 1 ~ ~'S' ~ ~ IS AL OF SEDIMENT FROM THE FOND, m REQUIRE THE CLEANOUT AND D F'Ob Q ~ 2 , . a
I ~ 1 I ' ING ' ~ ~ I TMG WITH THE W
EA T TRACT 19.296 ACRES 1 N ~ i 3, THE CONTRACTOR SHALL SCHEDULE A PRECONSTRUGT ON MEE Q ~ EA 2.962 A S OPEN SPADE ~ i CITY OF GREENSBORO WATERSHED ENGINEER WHEN THE PERMANENT WET N 0 ATED TO THE CITY
UJEST MARKET STREET / DEYELOF'P1ENT COMPANY 1 N ~ ~ N AN THE ~ DETENTION POND HA8 BEEN CLEARED AND THE FOND HA8 BEEN FIELD STAKED. y I , ~ -p OF GREENSBORO D ~ ~ Q
D6 2140, FYs 0531 ! ~ ~ I ~ C PUBLIC FOR DRAINAGEWAY ~ ~ z i 4. TIC GOVERNMENT OFFICE HAYMG JURISDICTION FOR WATERSHED PROTECTION ~ I - ~ -i ~ AND OPEN SPACE. , W ` ~
TAX MAp 94-6999-1094-13 ~ ~ ~ - ~ ~ T ZONED LI I - j 6 ~ •0 AND THEIR ASSIGNS HAVE THE RK:HT OF ACCESS TO THE PERMANENT WET I - ~k, 0 ,
- TI IT NO E5 m U L USE -UNDEVELOPED AF Y' - ~ C E - I m ~ ~ g~ ~ DETENTICN POND FOR INBPECTIONB AND MAINTENANCE EI~~ORCEMENT. ~ I 1'~` IBLANICET EASEMENT) Z
NCG M D83 ~ ~A I, EXISTNG UTILITIES SH01(,N ARE FOR REFERENCE ONLY, CONTRACTOR SHALL I t m ~ Q I ~ ~ n
N 8 129 .1110 ~ ~ VERIFY WITH UTILITY COMPANIES THE EXACt LOCATION, SIZE, AND DEPTH OF ' ' ~ ~ m 6. FINAL APPROVAL OF INSTALLED RUNOFF CONTROL STRUCTURES WILL BE 0 I ~ REQUIREp AT FINALIZATION OF THE GRADING PERMIT OR AT 1881JANGE OF THE 'Q
1210 ~ N ERGROUND UTILITY LINES. ~ E 11 38 . UND ~ z I EL=935 9 ~ S A IF Q I ~ ~ ~ , FINAL BIJILpMG CERTIFICA?E OF COMPLIANCE, WHICI$YER COME L TER C
1. ALL UTILITY STRUCTURES (MANHOLES, POWER POLES, ETC,) VISIBLE AT THE I I A WATERSHED/STORMWATER PLAN, INCLUDING THE NEITHER A BUILDING PERMIT NOR A GRADING PERMIT IS REQUIRED FORA SITE, ~ I ~ CONSTRUCTION PLANS FOR THE WATER QUILITY DEVICE, THEN ,QIyY REQUIRED RUNOFF CONTROL 6TRUCTURE SHALL BE SUBSTANTIALLY ~1~
EXISTING GROUND SURFACE WERE FIELD LOCATED. THERE MAY BE OTHER ~ DRIVE UNDERC:RO(ND UTILITIER ON THIS SITE WHICH ARE NOT SHOWN ON THE PLANS. ~ ~ y MUST BE SUBMITTED TO AND APPROVED BY THE CITY ~I MMITTEE COMPLETED PRIOR TD INSTALLATION OF ANY BUILT-UPON AREA ON THE SITE. y y OF GREENSBORO TECHNICAL REVIEW CO I IN ENGINEERING CERTIFICATION OF COMPLETION SHALL BE REQUIRED PRIOR TO
1 INGR FOR CONNECTIONS TO BUILDING SERVICES. ~ y I y PRIOR TO RECORDING A FINAL PLAT AND OBTA N G FINAL APPROVAL BY THE ENFORCEMENT OFFICER
I 3. SEE PLUMBDJG DRAW T FI ATI STORMWATER QUALITY CONTROL REFERENCES ENGINEER'S CER I C ON OF y I A GRADING OR BUILDING PERMIT FOR THIS LOT.
NCGS/NAD83 I 4, ELECTRICAL AND TELEPHONE LINER SIaOUrN FOR GO-ORDMATION ONLY, SEE ~ y I 6. WATERSHED DATA
ELECTRICAL PLANS FOR SITE LIGHTMG, TELEPHONE, AND POl(ER LOCATIONS, I CERTIFI' THAT RUNOFF FROM tHE FIRST INCH OF RAINFALL FROM AREAS THAT ARE REQUIRED TO BE ~ "NEARS" AF EY 1 CONTROLLED PER SECTION 30-1-1,11 OF THE GREENSBORO DEVELOPMENT ORDINANCE IS CONTROLLED S I '31'50' i WATERSHED HK:H POINT WATERSHED U1S-IV, GWA y S32 I `te~rn? TOTAL SITE AREA 16,160 ACRES
N 851191.1110 85 211,1940 5, ALL WATER LINE CR0881NG8 OF SANITARY OR STORM SEWERS SHALL BY A PERMANENT ENGINEERED STORMWATER QUALITY CONTROL THAT HAS BEEN DESKsNED TO MEET ~ I E 1110381.1210 11 910985 PROVIDE A MINIMUM VERTICAL REPARATION OF 18 . I I poi tSTURBED AREA 11,89 ACRES !10,945) I I ~ I ,os~ ~ a D 1 5
- L = 5.92 OR EXCEED TIC I~QUIREMENTR M THE GREENSBORO STORMIUATER MANA~"IENT MANUAL ! EL -935.69 Q~ e,.......• BUILt-UPON AREA 1b1 ACRES l45. b ) I I I " oe~' SS1 ~":y UNDISTURBED AREA 4,81 ACRES 119,06%) I , 4E py.9
b. MAJCIMUM DISTANCE BETWEEN FIRE HYDRANTS SHALL BE 302'. NO ' I I =~0 qti SOIL TYPES 1 Z I I: a ~ CcB CECIL SANDY LOAM,1 TO b PERCENT SLOPES
TUBE SHALL BE MORE THAN 322' FROM A FIRE HYDRANT. ~ aTRl~c 1 P,E. REAL 1 ~ I to _ I ~ SE l ~ MSC -MADISON SANDY LOAM, b TO 10 PERCENT SLOPES
1. RITE UTILITY CONTRACTOR WORK SHALL TERMINATE AT 5' FROM tHE BUILDING, 1 ~ SIGNATURE I ~ ~ I ~ w N ~ I t 15660 = MdD -MADISON SANDY LOAM, 10 TO 15 PERCENT SLOPES I ~ o I 3~ F Q ~ UTILITIES PUBLIC WATER AND SEWER (CITY OF GREENSBORO)
8. CONTRACTOR SHALL INCLUDE IN HIR BID THE C0R7 FOR WATER INSPECTION, 1~~9 I ~ ~ _ I y Date 4-IT-01
SEWER tAP FEES, WATER AND SEWER INSPECTION FEES, WATER METER DATE ~ 9 1, THE SITE la LOCATED APPROXIMATELY 5500 FROM THE NEAREST 100 YEAR pwq.By FINELINE Cad ~ m ~ P F OODWAY ACf.ORDING TO FEMA PANEL 31011100850.
9 ALL CONNECtION COStB, AND BONDMG (IF REQUIRED). i •m IMPACTAIRE FEE ,
"nnoiia~r`' CK.By M. Davit
9. SEPARATION - INSTALL WATER MAINS AT LEAST 10 FEET LATERALLY FROM 940,19 UNLESS CONDITIONS PREVENT A 10-FOOT $4 GRAPHIC SCALE File No. SS-061-003
EXISTING OR PROP08ED SEWERS, 0 9 31 W SEPARATION. WHERE A 10-FOOT LATERAL SEPARATION IS NOT PROVIDED, THE R 2091 r
WATER MAIN SHALL BE LAID IN A SEPARATE TRENCH OR IN THE SAME TRENCH t OF UNDISTURBED EARTH WITH A MINIMUM BKT ENTERPRISES, LP
AS THE SEWER ON A BENCN p5 4934, PCs 1318 VERTICAL SEPARATION OF IS INCHES FROM THE TOP OF THE SEWER TO THE D5 5030, PCs 122 LS 2~ Sr>leet ' 40'39'31"U1 214.91'
BOTTOM OF THE WATER MAIN, TAX MAP 94-6999-1094-4 540'39'31"W - - (IN FEET ) C1 I
10. UTILITY OWNERS ON THE SITE ARE AS FOLLOWS WATER t SEWER - CITY OF ZONED CU-LI GREENSBORO, ELECTRICAL - DUKE POUTER TELEPHONE - BELLSOUTH, GAS - U5E TRUCKING TERMINAL
1 inch = 60 ft.
PIEDMONT NATURAL GAS,