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STORMWATER MANAGEMENT G~Pe ROPO L NGLEAF RO D
PRACTICE- WET DETENTION POND N
j yOG
~ ' , yT
1AND ~ 1401 J u. cyG yo'°F m 'icy
M. CLAPP rU R09 1 ~o 0
D:B. 2656 - PG. 226 I ~ M.~CLAP~ MAY 0 7 X003 09
P-.B:- ~1 - PG~4' D.B 2013 - PG` 352 ~T 6 .B. 21 - PG. ~ 1 OLD SCHOOL
I • T LO 5 ROAD
~.D.c smD./DS ~ _ _ ,ENP. IDRN AA(NAU S87'28'23"f - - ~ ~ ~ S8T4
5 45'E ^4991' ` ` ~~0 k~
i z6~ ACHES ~y ~ = 66:68' Oq 0
- - ~ ~ INTERSTATE 85/40
AREA CATER TO GUrtFORB Eg1Ntt, "pTY Of'~ ~ - - . _ ~ - ~ \ .AREA DEDICATED TO GUIlFg7D CWNtt, CITY '6F ~ \ ~ GREENSBOR9 AND mE PUBl1C FCR SBORO AND mE PUBIIC FTllt ~ ~ ~ \
RAINAGEWAY AND OPEN SPACE... ~ ~ ~ DRAINACEWAY AND OPEN SPACE ~u ~ ~ (o.u AatES) ~ ~ ~ ~ (a.os AC7tES) ~o tiZ
- ' - _ ~ - ~ ~ ~ 10[O,µ EI~(ElITSV ~ i ~ \ C~ ~ 1 ~ ACRES \ ~ \
~ N ei:n. ~B" ~a VICINITY MAP
1~ .+o s aroo vaa ~ - ~ - = p~ ~ GARLTON S. HALL ` 9° 1" = 2000'
. _ _ E- r- $ _ { ~ D.B.~1158 - PG. 230 \ ~ > , FUTURE
~ ~ ~ STREAM IMPACT
" 7 ~ PHASING DATA:
tG', ~ ~ ~ c~' ~ ~ 1 ~ ~P.~NRN ARC / - ~ PHASE 1 31.95 AC 73 LOTS LOTS 1-73
~ 1i \ \ ~ PHASE 2 28.86 AC 84 LOTS LOTS 74-157 PHASE 3 29.34 AC 58 LOTS LOTS 158-215
E \ ~ PHASE 4 2:'.94 AC 54 UNITS UNITS 1-54
w, TOTAL 111.09 AC 269
ti ~o'.'~,d ~ 4 , ~
4 _ ~ r ~ v~ ~
~ ~ 1 a ~ ~ _ ~ti ,v~j°g' / w ~ ~ ~ ~
~ ~ w'~n° - ~ \ ~ SITE DATA:
TAX MAP: A~'I -4-217-368 LOTS 9 & 22
Wu~cr C5 ~ ~ ~ ~ ~ J1 EXISTING LAND USE: RESIDENTIAL AND VACANT ZONING: EXI~;iING- AG, PROPOSED- RS9 AND RM-5
~ ° ' 0o N 3 ~t - TOTAL AREA. 113.09 ACRES
i n ~ _ ~ % - ~ ~ ~ ~ ~ I~ LINEAR FEE1 ~~F NEW STREET: PUBLIC=110,970 LF
/ ~ s p r -f _ 7~- ~ ~ . s~ ~ q PRIVATE=12,000 LF
~ = 3.25 ~ eR. ~ U1 ~ , i n NUMBER OF :TINGLE FAMILY LOTS: 215
NUMBER OF ~~ULTI-FAMILY UNITS: 54
~ j ~ TOTAL NUMBI I~ OF LOTS: 269
/ / d g ~ / / ~ ~ ~ O DErbc~ym To a>KroRO couiTY / - \ ~ ~ Q , mE Pu c TaR ptAwACEwAr i.. / o . / '-~i' - - ~ ~ AND 9PEN DACE DENSITY: 2. ~ UNIT/ACRE
COMMON ELf tvIENTS: ±35.8 ACRES (31~)
Z ~ / / ~ pia "i ~~n ~ / / ~ P~ ~ ~ Z AREA DEDIC~III.D TO GUILFORD COUNTY, CITY OF GREENSBORO
0~ N - ~ / 9~ ~ AND THE f'l ~BLIC FOR DRAINAGEWAY AND OPEN SPACE: 7.63 ACRES
~ ~ fg1~ON~[EI[E ~ ~
~ ~ 4 ACR / f ~ ~ c,~a~ 1 ~ 6.7 Z z ~ ~o ro eE / ~ r i ~ ji. WATERSHED DATA:
4 / 1 i G! / ~ a, ` STORMWATER MA~A~EMENT . . WATERSHED: ~~URLINGTON WSIV -BIG ALAMANCE CREEK
o ~a ZONING: RS
~N / a i ~ ~ - - ~ % ~ ~ ~ PRACTICE- WET DETENTI~9~ POND ~ ~ o p S83` PERCENT OF IMPERVIOUS AREA B.U.A.: ±27 ACRES (24~)
E 6..33 Co~[ox E / t } ~ AND is~ E 412 AC TOTAL PROJECT FLOODWAY: '~~i00' SOIL TYPES ~ cB, CeB2, CeC2, CcC, EnB, EnC, MhB2, Ch, WkE
~ f .~,>Z / ~ 462.00' ~ ~ I DRAINAGE: F~~~I=SERVE AND PROTECT NATURAL DRAINAGEWAYS
~a+ass~ ~z i' / ~ fl I Cz1 ' 1 ~ ~ ~ SLOPE: ±4.8'':.
~ ~ - W ~ 1 T ~ 6~. ~ / 1 i At 0~ u~ . t ~ ~ ~ UNDISTURBE[~ gREA: 20~-30%
~ ~ \ - - PERMANENT I BOSTON CONTROL: REVEGETATING BARE SOIL AREAS
® ~ 11 ~ ~ ~ - - - 'T3s. " , 2 - / ~ ~ V ~ ~ ~ PERMANENT RUNOFF CONTROL: WET DETENTION POND CONTROLLING 100% OF B.U.A.
ROAD AND [RIVE: PIPED AND CURB AND GUTTER
~ ~ ~ ueu~mEa t
i Q~ / - ~ ~ / ~ UV"~ W l ~
A'~ ` ~M. pSfBNIIOx ~ ~ ASE / ~ Potm ~ T \ GENERAL NOTES:
~ / FUTURE ROAD A~~ CON-~~UCTION TO CONFORM TO THE CITY OF GREENSBORO THI ~TANDHR~~'; AND SPECIFICATIONS.
' a ~ STORMWATER MANAGEMENT ~ ~ ~ I'~ NOT BY US 2 CGNTRaT!,~R IS RESPONSIBLE TO VERIFY EXACT LOCATION
PRACTICE- WET DETENTION POfi~~~ ~ ~ ~ ~ ~ ~ ~N~ ~~=~I~~ OF ALL EXISTING UTILITES PRIOR TO CONSTRUCTION.
3. 10'x70' Si~IIT EASEMENTS AT ALL INTERSECTIONS.
~ ~ ~~~`s. ~ _ ~ :~s~~P~., _ WINPELD J. HUNTER J. HUNTER 4. 20' UTILIT, EASEMENTS AT THE FRONT OF ALL LOTS.
o ~ ~ ~ ~ _ ~ ~ ~ ~ D.B. 2201 PG. 05C )1 - PG. 050 5. CONTRACT ~ ~I~ IS RESPONSIBLE TO COORDINATE THE REMOVAL/RELOCATION
& ~ OF ANY EXISTING UTILITIES WITH APPROPRIATE UTILITY COMPANY.
~o. • - ' n~~ ~ 6' r~, 6. BOUNDARI INFORMATION TAKEN FROM MAP PREPARED BY LACY QUINT TICKLE,PLS
F ~ _~o__ ~~o~__ ^ - DATED JANT~ARY 31, 2001.
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ °1~ ~ ~ ELEA{ENTS 7. THE SITE WILL NOT QUALIFY FOR NOISE BARRIER ALONG THE URBAN LOOP.
- - ~ ~ i ~ _ ~ ~0.(~7 ACRES 8. OLD SCHOOL ROAD R/W TO BE ABANDONED. 9. 5' WIDE CONC. SIDEWALK TO BE INSTALLED 3.0' OFF CURB WHERE SHOWN.
I ~ 10. THERE WILL BE TWO (2) SEPERATE HOME OWNER'S ASSOCIATIONS, ONE FOR
~ i i r WINDING CREEK DRIVE OlD S~~ ~ I >n~ p~ Qn ~ , ~ ~ ~ ~ r0 ~ i ~ THE SINGLE FAMILY TRACT AND ONE FOR THE MULTI-FAMILY TRACT.
,COQ; / ~ w ,s ~ ROq `E ~ / ~ I ,
c ~ ~ ~ (S. R , ~ a~ e ~ e ~ ~ r ~ ~ i ~
n w . a ~ ~ i I ~ ~ ~ i ~ ~ ' ~ ~ •55'10"~ ~ ~
> I a ~ a o ~ ~ I ~83 ~ 0~'E i 97.25'' ~
NOTE: OLD SCHOOL ROAD R/W TO \ ~q~~ ~ rn. ~ 1 .8 A ~ ~ ~ 1' N83°~5 3 3 e A ~Ee~ AC~ 430>v1 ~ _ ~ ~
BE ABANDONED. w s colaox ELEM ~ 4,, 3.55'59'E, 6'" 2.20 AC q~° ~ ~ ~ / ~w \ 586.94' I /
~ 'o OWNER DEVELOPER: ~ ~ ~ / L ~ ~
~ ~ _ D. R. NORTON, INC.
1 0.N.kU.E. OPEN - ~ ~ ~ \ \ AND 15' BEYOND POND ` ~ % E ~ ~ ~ 411-I PARWAY DRIVE ~ A -
P6Rl1. DETENTION ~ ~ ` ~ ' POND A ~ F~ ti ~ _ ARE ~ GREENSBORO, NORTH CAROLINA 27401 ~ ~ ~ ~ ~
~ , ` ~ ROAD \ 1\ A ~ i PHONE: 336 273-0721 1\ \ \ ~ ~ ,o F.f~: FA~IS~LE~ HEIRS
i ~ ? \ ~ ~ \ EA oEphni~o•ra cui~cRO cauNrx, arr a O O V aRa~N ~oA«a~;EP~~~~- - D.B~.....1728. - PG. 95
m ~ I s" ~ , ~ v ~ ~ T ~ ~ ~ ~ ~j ~ AAlI~A0EWA7AN~\OPEN SPAC£ ~ ` (284 ALAES)., - - N~/ ~
~ ~
v vV G- -
~ ~ _ ~y ~ ~
~ 'v ~ ~
STORMWATER MANAGEMENT - ~ ~ . ~ ~ ~ ~ } ~ ~ ~ ~~O ,
PRACTICE- WET DETENTION POND ~ ~ ~ d ~ ~ I T ~I l ~ MASTER SKETCH PLAN ~
i / ~ ~9. - _ I ~ ~ ~,,A ~ ~ ~ \ i _ ~ ~ FOR
_ \ E%. PAI~ENEN7
' ; ~ Q N86'03'12"W 3 KNOX ROAD' ~ ~ ~ i ~ ~ oz6, a; w ;~oaER r~ AG ~
A" 224. iv- N86'0312 ~ 05 ~ 0 712.43' ~ ~ _ - \ 6, D.;~~:. 2 5 ~ o o r e e
\ ~ ~ - - _ N84 53 35 W ~ ~o - 573.11_ 25D,00( SE ~ ~ P 7 ~
~ ~ ~ ~ _ A~ITI~ K1~0 X ROA6 { ~NOX RO ~ .
~ ~ i ~ ~
A ~fHUR GARRIS~~ _ ~ 60' ~__-~_i y R D.B. 4158 - PG. 157--163 ~ o ~ so - ~ JEFFERSON TOWNSHIP GUILFORD COUNTY Raw v~
NORTH CAROLINA AUGUST 29, ~ REV. 9-13-02
REPLACEMENS LTD. \ o f REV. 11-13-02 ~ ~ \
o P.B. 100 - P~. 007 0 0 GRAPHIC SCALE
LEGEND: ~'v 200 0 100 200 400 800 )
I
EIP EXISTING IRON PIPE
N.C.G.S. NORTH CAROLINA GEODETIC SURVEY ( IN FEET )
R/W RIGHT OF WAY 1 inch = 200 ft.
DB DEED BOOK PB PLAT BOOK
STREAM IMPACT PG PAGE IMPACT
EX. EXISTING FOR CURRENT PROJECT _NT PROJECT VAN ENGINEERING, INC.
BLDG. BUILDING ENGINEERS, PLANNERS, SURVEYORS
UTILITY POLE LIGHT POLE 4609 DUNDAS DRIVE GREENSBORO, N.C. 27407
PHONE: (336)854-8877 FAX: (336)854-8876
PROJ: 125-167 DWG: KNOX- ROAD.DWG
~ ~ t~
P~
STORMWATER MANAGEMENT PPS OPT R L NGLEAF RO D
PRACTICE- WET DETENTION POND
N
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~T ~ `y~ y°qF
M. CLAPP - ~ ~ Rpti Z P
~ D.B.. -2656 - PG. 226 M.~CkAPR 1 EE~3$1~ PG.;41 D.B ~ 2013 - PGA 352 ~p pq0 J pq
I LOT 6 .B. 21 - PG. X41
- D.D O s~ LOT 5 OLD SCHOOL ROAD
TEMP IuRN hrsauNO S8 A _ . - 7'28'23"E \ / _ ~ 5).3A S87°45'45"E \
~ 2s~ ACRES ~ - ~ ` ~~49.51' - ~ 665.6 ' 1 8 ~ti
i 0+
- - RO q0 INTERSTATE 85/40
AREA DICATm iD. (XIBFORB CDUNT'f, qTY OF - - ~ \ ` .
ENSBORO AND IHE PUBLIC FIXE 9i AREA OEDICA7FD TO CLIIFORO COUNTY, qTY 9F RANIACFMAY AND OPEN DACE OREIIISBORO ANO ME PUBLIC FOR (0.41 ACRES) _ ~ \ ORAWACFMAY AND OPEN SPhCE
Z ` \ \ ~ (3.05 ACRES) - _ - ti \ \ \ \
_ - - En ~ p s 10L ELEMENTS\ N ~ J ~ ~ 1. ACRES \ ~o ZZ
a, ~ w \ ~ ' P);RM~ 117 Pp VICINITY MAP
- J ~ 9 G AN~LS~ BEYOND PQA ~ ~ G RLTON S. HALL 9° 1" = 2000'
v , ~A ` _ ~ ~ D.B.~1158 - PG. 230 v , - ~ ~ ( ~ FUTURE
_ ~ ~ STREAM IMPACT
PHASING DATA:
tt' ~ \ ~ ~ ~ o.c~smD.uos i/ / \ ` - _ \ \ \ . NRN AROUND ~ j , PHASE 1 3 ~ AC 73 LOTS LOTS 1-73
E. 6 \ ~ PHASE 2 28.~f~ AC 84 LOTS LOTS 74-157
r > ~ PHASE 3 29. ~~1 AC 58 SOTS LOTS 158-215
~ rF ~ i~ - ~ ~ ~ z w ~ ~ ~ - PHASE 4 22.94 AC 54 UNITS UNITS 1-54
o ~~d TOTAL 113.09 AC 269
rv ~ lp ~ ~ ~ ~ ~
o
SITE DATA:
TAX MAP: ACS-4-217-368 LOTS 9 & 22
e ` is ~ ~ / / / EXISTING SAND USE: RESIDENTIAL AND VACANT
ZONING: EXISTING- AG, PROPOSED- RS9 AND RM-5
~ ~ TOTAL AREA: X13.09 ACRES
~ P ~ 1 ~-r COMMON E MENTS ~ e ~~~A~ i ~ N ~ / 3.26 RES ~ 1 ~ LINEAR FEET NEW STREET: PUBLIC=(10,970 LF
_ ~ PRIVATE=(2,000 LF
U ~ ~ ~ ~ / ~o v A NUMBER OF SINi,LE FAMILY LOTS: 215 NUMBER OF MUI TI-FAMILY UNITS: 54
~ / i TOTAL NUMBER ~1F LOTS: 269
i ~ ? ~ l) i ; ~ m AREA ul la~7tyED~ro pn~aao cauutt I... ~ ~ 0 + G _ i ~ ~ - O AND nil PUB C Fg2.ORAWACEWAY - DENSITY: 2.37 ~INIT/ACRE
~ / / / 1 S 0 ~ i \ ~ ~ ~ Eta ~ (127 Y1CRES) - COMMON ELEMENTS: ±35.8 ACRES (31
• \ - 1 i pR0~ ~ m ~ ~ ~ ~ ~ AREA DEDICATED TO GUILFORD COUNTY, CITY OF GREENSBORO
/ / y ~ A AND THE PUE~I IC FOR DRAINAGEWAY AND OPEN SPACE: 7.63 ACRES
1 ~ ~ / ~D To aE / t ~ ~3~\ ~
WATERSHED DATA:
~ ~ / o~ ~ 1 ~ ~ STORMWATER MANAGEMENT WATERSHED: BURLINGTON WSIV -BIG ALAMANCE CREEK
~ ~ ODE NTT ~ ~ ~ ~ PRACTICE- WET ET ~~~~s~ ~R PD D ENTION POND J ZONING: RS-9
i o . 583'06' i ~ , , - ~ D M.&U.E. N ~ ~ / AND Is' ~ - - 33 E COMMON E PERCENT OF IMPERVIOUS AREA B.U.A.: ±27.0 ACRES (24%)
p 6~ t ~,'xZ / ~ ~ ~i 462.0 4i12 AC 0 ~ ~ l TOTAL PROJECT FLOODWAY: 1400'
se.e ACRES ~ ~ SOIL TYPES: CcB, CeB2, CeC2, CcC, EnB, EnC, MhB2, Ch, WkE
F ~ i ~ 1 i ~ V Ctj ~ , ~ V ` ~ ~ U DRAINAGE: PRESERVE AND PROTECT NATURAL DRAINAGEWAYS
[v ~ 8 J i% - UhY ~ ~ ~ C9 J ~ \ S! OPE: f4.8%
a .Y ~ ~ ~ ~ UNDISTURBED AREA: 20%-30% PERMANENT EROSION CONTROL: REVEGETATING BARE SOIL AREAS
2- / 1. ~ ~~~\A ~ . ~ r ~ ~ 1 ~ ~ ~ I I A ~A PERMANENT RUNOFF CONTROL: WET DETENTION POND CONTROLLING 100% OF B.U.A.
Q. r i ~ ~ ~ ROAD AND DRI\%E: PIPED AND CURB AND GUTTER
- ~ Q - ISf' / AND 15' BEfONp PPU ~ Sb~ \ ~ t, ~ r o\\ v'. Y r I ~ ~ .
~ ASE °AID ERM. DETENTION ~ ' F~ POND / ~ ~
GENERAL NOTES:
STORMWATER MANAGEMENT ~ \ ~ ~ ~ ~ G i i ~ , THIS F~~ TURE ROAD 1. ALA CONTRUCTION TO CONFORM TO THE CITY OF GREENSBORO
G ~ ~ ~S`C PRACTICE- WET DETENTION POND ~ ~ _ _ / - ~ ~ ~ ~ ~ ~ _ , IS Ni~T BY US STANDARDS AND SPECIFICATIONS.
~ s ~ l ~ ~ ~ ~ ~ ; 2. CONTRACTOR IS RESPONSIBLE TO VERIFY EXACT LOCATION
AND DEPTH OF ALL EXISTING UTILITES PRIOR TO CONSTRUCTION. 3. 10'x70' SIGH1 EASEMENTS AT ALL INTERSECTIONS.
O ~ ~ ~ _ ~ / ~ ~ .r;,~ \ , _ WIt~tlFiiELi D J. HUNTER I . HUNTER 4. 20' UTILITY EASEMENTS AT THE FR ONT OF ALL LOTS.
_ ~ z4 ~ v, \ D.B. 22Q1 - PG. 050 ~~o o. - PG. 050 5. CONTRACTOR IS R ESPONSIBLE TO COORDINATE THE REMOVAL/RELOCATION
a.~ ~ ~ a.. ~ US q ~ ~ ~ ~ I ' - . OF ANY EXISTING UTILITIES WITH APPROPRIATE UTILITY COMPANY.
6. BOUNDARY INFORMATION TAKEN FROM MAP PREPARED BY LACY QUINT TICKLE,PLS
DATED JANUARY 31, 2001.
7. THE SITE WI~~ NOT QUALIFY FOR NOISE BARRIER ALONG THE URBAN LOOP.
Ga ~ \ j\ ~LEMENT$ ~ ~ ~ p Y ~ ~ ~ V O.d,7 ACRES f 8. OLD SCHOOL ROAD R/W TO BE ABANDONED.
9. 5' WIDE CONC. SIDEWALK TO BE INSTALLED 3.0' OFF CURB WHERE SHOWN.
SCHOO / i i ~ ~ WINDING CREEK DJtNE LOO ~I n~ . _ 15. 70' PUBiIC S/f i 1 ''1 N - 10. THERE WILL BE TWO (2) SEPERATE HOME OWNER'S ASSOCIATIONS, ONE FOR I
(s R ~ ~ / I l ~ / 3 q~~, ~ THE SINGLE FAMILY TRACT AND ONE FOR THE MULTI-FAMI Y ~ ~ ( ~ ~ L TRACT.
# 0~ ~ ~ ~ I ,i ~ ,
q ~ , a~ ~a i / _ ~ ~ t ~ ~ ~ i N83'55'10'~~ ~ ,
NOTE: OLD SCHOOL ROAD R/W TO a ~ ~ - 13 ~ ° o 1 I I ~3` 5'30;,E 397.25;' N~ I
BE ABANDONED. ~ coa~oN ELEM ~ ~ ~ , ' ~ ~ ~ ~ 6~. 2.20 AC ' ! \ ago 1 „E a A r~s w A ~fB.2 ACS I 430,15
~ ~ ~ ~ / \ ~ ~ ~ ~d~. - ~
/ ~ ~ / / \ ~ I a ~ OWNER DEVELOPER: \ ~ /
~ ..e-- - _ ~ AND615'~~ i1N0 POND / \ ~ p~ TBY.'~ 17 \ - D. R. HORTON, INC.
:PERM. DETENTf01~ '~C POND \ ' \ t ~ FV T ~ 411-I PARWAY DRIVE
~l 3 ~ ~ UP \ ' t'' \ / i / E ROD ~ ~ ~ \ ~ NSBORO, NORTH CAROLINA 27401 ~ ~ ~
r' D A ~ i ~ / V ~ ( ~ \ ~ , ~ ~ ; - ~ PHONE: 336-273-0721
6' rrs , \ Q`: ~ ~ 1 / ? ~ \ \ o~oiaArtnao~v~oeDCOUNtr,c+rra ~ O~ F.R. PAIS~E~' HEIRS 6REt1N ORD AND, PUBLIC FOR ~ ~ RuI~ADEWAYNp OPBN ~A~ _ ~ ~ , D.B. 1728 - PG. 95
~ _ ~ ~ ~ t ~k (z.ap acR~l . ~ \ k ~ ~ ~ l ~ -
~ .y - 1 I
~ y ~ l ~ ~ y X00- - ~ - ~ y
~ ~ _ ~ a
STORMWATER MANAGEMENT / k \ ~ i_ \ ~ - / \ , \ ~ A ~
PRACTIC - 3 ~ 1 E WET DETENTION POND ~ d ~ ~ V , ~ i ~ ~ \ ~
i / \ I R\ ~ ~ ' A 1 - ~ /
~S. °t, NIBNIN I \ ~ , j 2q 0.1 E%. PA1fNEN7 ~ ~ \ S~ 11 ~ MASTER SKETCH PLAN ~ , ~
Q~,, N86'03'12"W ~ KNOX ROAD 'e ~ \ J ~ \ \ >7. ~ / ~ ~ ; ~ ~ FOR
24.05' N~ \ N86'0312 - 0•; ~ ° o ~ 712.43' ~ - 25.16.' D.~~~• 2 5
n o A - - 573 35 W P dN oo ree
250,pp0 SF \ ~ ' : A~ DDI_TI(}~ KNOB _ v \ ~
v ROgD (S.R. ( ROA6 S. ~
~ ARTHUR GARRISON- _ ~ v _ _-v 60' R W _ 0 R/W ,
D.B. 415~I - PG. 157-163 ~ ~ ~ / ~ o _ ~ , f~~ ~ ~ JEFFERSON TOWNSHIP GUILFORD COUNTY
/ - - • NORTH CAROLINA AUGUS ~ _ T 29, 2002 ~ ~
~ o REPLACEMENTS STD. ~ REV. 9-13-02 f
o P.B. 100 - PG. 1 ~ LEGEND: o C, 00 Ii REV. 11-13-02 I GRAPHIC SCALE i~
~ , 0 1D0 200 400 800
PTTI PvTC',mrAr/', TnnuT nrnn I i i i i
Lir rA1011114u inUA rirF,
N.C.G.S. NORTH CAROLINA GEODETIC SURVEY R/W RIGHT OF WAY
DB DEED BOOK ( IN FEET )
PB PLAT BOOK 1 inch = 200 ft.
PG PAGE STREAM IMPACT FACT
EX. EXISTING FOR CURRENT PROJECT PROJECT
BLDG. BUILDING UTILITY POLE A ENGINEERING, INC.
LIGHT POLE ENGINEERS, PLANNERS SURVEYORS
I609 DUNDAS DRIVE GREENSBORO, N.C. 27407
PHONE: (336)854-8877 F_AX: (336)854-8876
PROJ: 125-167 DWG: KNOX-ROAD. DWG