20030799 Ver 2_Site Plan_20070830

CONTRACT SHEET
1 / DUKE POWER POLE - 6 OF 47
COG POLE 4+79.95 ` ~ 32.95 LT ~A~ER Agra---s~wER
DUKE POWE 2+89' 27 ~ ~ROrO~E'B- DROP INLET ;E POWER POLE C06 POLE 21.67 LT 7 NCDOT Std . *840 . Q 1 . j PRQV IDED BY Q1'H~fls._
1 41.95 34.16 LT 11.95 g+85.04 I POND / 16 LT 23.79 LT EXISTING ON THIS PROPERTY f'~-...
WATER SERVICE 523~l--HILLTOP ROAD
O REMOVE AND REPLACE O-PR6P99E$ CATCH BASIN
EXISTING STORM MANHOLE: 01~" / NCDOT STD#840.01 N
COG STD #400 GATE CITY~,qPTIST CHURCH TOP 837.59 TOP 845.00 ACL ~l'i -684-890-1 I
D..B: 3599 PG. 156! ~ I I
Catch Basin ---~-8. 3599 PG. 1555
O NCDOT S d. *840.01 15' P. D. E.(EXTENO 15' FROM ENO 0 PIPE)
IN CONSTRUCTION TOP s 8 4.87 5250 HILLTOP ROAD ~kBdH~~-EXISTING SANITARY TION 2+30 SEWER MANHOLE TOP 40' T, C. E. (CENTERED ON P.D.E.)
LTOP ROAD EXISTINGETOP:A~840T51NT.
EXIST t TOP: 842.00 EXISTING 6" SANITARY GATE CITY STATION 3+87.82 i'R9P99E~ 15" RCP
SEWER FROM SEWER SERVICE BAPTIST C URCH ~ FROM CHURCH DRIVEWAY 6P69E$ 5' TEMPORARY
PRIV (PRIVATE) ~ 820i ~ CONSTRUCTION EASEM~NT(T.C.E.) O
C.O. TRPN o.aa ac ~4BdH~sf EXISTING SANITARY
843.86 se RCP o.ae a ~ ~ R=30 ~ 0.85 AC ~ g o.ee ac ~ SEWER MANHOLE TOP
AS A CASE I ADJUSTMENT. O 8 ~ EXISTING TOP: 828.53 O
~4 245E 200 TOP: 831.10
855.73 ss E ~ ~ - - STATION 6+37.4 a C6'
~ 846. - - - _ 16~
EXISTII~
EXISTING 6D0T - 24~~_ C.~OOP -JC~T. BOXY~ ~ S S ~ - S S r - - ~ ~
r r. D. C l" _ ~ []LOOP D.A.~ 2.73 ACRES~~. ~ m T _ T
---~--V--v---,r---,r--,r- -v ~ v--v--v- j--
y 'Y _-v-- --~ES5STRCP z ° HILLTOP W ~ ?RPN ~ 834.72 r
~ ~ 0.69 AC j ~ v- y R0 V T O`~
1 W 2 W x W 3 6 W EXISTING 12" WATER W ~ m v W ~J iq
5 _ ACP~ - 6 0 ~ ~ ~W
W 843 EXISTING JUNCTION 30. P N , r 4" GAS (PLC) - ~ p Q(=
- - BOX? (NOT FIELD LOCATEp~, _ - - G ~D
~ i--W EROSION CONTROL LEGEND
EXISTIjy~G ~ ~ ~ ~ E ~ _ I - STANDARD STORMWATER INLET
I IS I 6XMppp ~ x 1 ~ ~ ~ ~ ~ = PROTECTION MEASURES
• fXjSt q jN6 IP q AP EXISTI ~ ~ W X ArP RAPS ~ - ~ I 'PR6P~99E~ Drop Inlet ~ " ~ COG STD ~ 431
~r
~~~,L~ ~ ~~o1,s~'% I ~ ~ p~45 ` 4 NCDOT~TD#8n0.+5 • 30" RCP z 9 ~ 2 / ~ 1 w - _ J ~ xJ~\~~^~ ~ = PROTECT ONTMEASURES INLET 9 o.se ac x L~, ~ COG STD i 431
N ~ ~ I~~~ ~ ~ ~ I RELOCATE EX ~MANHQLE HYDRANT STATIO ~ ~ ~ I~ ¢ 3 i 5 ~ ~ O COG STD x.400 ~ SHORTEN HYDR I ~ 'E EXISTIN '~~B"36~ RAP STANDARD TEMPORARY
'ATION 6+10.85.. , - - J ~ STONE DITCH CHECK
~~~r ~ • } ~ IOW ~ ~ Pipe .Station 6+32:,07 ~ HYDRANT LEG Y T - COG STD # 432
~ . ~ ~ , x.. ~ ~ ~ 4 ~ TOP 84.90 1 ~ ~`~-~EET TO MOV i ~ TO GRA } ~ ~ i ~ PROP; ELEV: )MOVE HYDRAwT ~~'~TION EA y UNLESS OTHERWISE NOTED (T. C.~---_ STANDARD SILT FENCE ~ GRASS STRIP, j `~U~S7~RU~7 n - COG STO 1' 430
Id „a ~ ~ .v: 830.70
r~,; ~ ~ ~ ~ ~ ~ ~ ~.~o~ ~es~-~eetcn eas~rn qN a~o~ea~ro~r~o~
•MI ~ . ' Q ~ 6.. NCDOT STJ . 84¢ : ~Q i 2~ san,z ~ oWMcr oM~i cWM 1-800-632-4949
Y ; ' r'~ f,r,. 3 -~#p~ Station ~"5+96.34 A~DA~N~S__..F~~?~RHi~ 9 f~R9P95E~ ~FEC~b~~i~~7 _ TER SEWEq qNn --N~DOT ~ 840 BtlICq INS p~ OCR Tz~
EXISTING ~Y / ~ TOP '~-~43.s~ SUBDIVISION CURB INLET STATTbN 0 .~~~Z,M~~NT 7-p g` STE~~ NS WrC.; ;~.~`,~N CARO''',~,
•t ~ .1 t : to -n ~ ~ ~ GAS ~ i ~-,T T0~ 933.Q.~ ~ ,-NG 5rR~ ..E ~`.a~k~~, ~Q'- .~l % CtiYof of a Dround
o a ~ VALVt~ I ~t ~oo Q / ~ 47 CH= 47 ~,H BRG= N84 °39 5+49.85 , ' - a~RST~` rQ pe J' ATE ~ WARS R of CSR l~ = ~POSEALo~9 • ~ , I ue~ts
2000.00 _ EX NAB (~N aL. f r
476.75 , S T I~-`ED TG E3~- P - = COG water 475.6.x..= LpC4TNU~R 1 = 18051 = GDOT Traf Dater c 73-2033 Traf 73-2606
COG POLE DUKE POWER POLE DUKE POWER POLE ~ = 2 <r~1 r ~ °39 ' 56 "~E Z~N~ , p~'• ~ ~ COG/Guilt 2u i 1 f 73-2084
DUKE POWER POLE COG POLE OLE 2+73.25 2+75.45 3+91.41 I 2 °51 ' 53" ~ '-`--``'''---_.J : O `~tiGINE~P.•' ~ ~ COG Wat r fat r 73-5855
iY63.72 1+77.23 X0.56 RT 64.96 RT 23 70.93 RT 45.62 RT 52.64 RT I TAR1= RT X39.51 i ~~'%~q~p ~H~~ PPP~~~\ Tanks r iks r
~~~~~iiiiiii~~~~~~ 600T St St 73-2569
860 86~
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ASSESSMENT ROLL REVISIONS TYPE. CONTRACT CONTRACTOR AS-BUILT AUTH, OAT BENCH.
IMPROVEMENT INSTALL Y CONTRACT BEGAN ACTUAL COST ''AN COMPLETED ROADWAY 2003-03 YATES CONSTRUCTION 4-27-2007 11-11-1996 .NCH MARKS SOB NO, P -3750 CITY OF GREENSBORO
ASSUMED BY CITY DESIGNED 12/31/2001 BY DHA ENGINEERING DPV00N
AMOUNT ASSESSED SEWER CONST, CHECKEDSURVEY BY QLS ~ROAD (S.R. 14A SHEET NO.
TOTAL FRONT FOOT RATE PER FOOT WATER 1424)
CONFIRMED BY THE CITY COUNCIL OF GREENSBORO, N.C. AT P.M. _ON THE DAY OF 19_ CITY C CITY CLERK SIDEWALK 2003-03 YATES CONSTRUCTION 4-27-2007 11-11-1998 - ADAMS FARM PARKWAY TO 1 OF 10
SCALE: 1" = 40' VERT: 1" = 4' APPROXIMATELY 1300' EAST OF STANLEY BOA ' ROAD

STANDARD STORMWATER INLET [NLET STANDARD TEMPORARY ~ ~ i ~
= PROTECTION MEASURES _ STONE DITCH CHECK CONTRACT SHEET
COG STD ~ 432 ~ cos ~t~ c' zoo 7 OF 47
DUKE POWER POLE ~ ' DUKE POWER POLE DUKE 7+7x.93 p, U. E. 9+57.75 10+5 29.46 LT 10Q Wja~ ~I~T}..; 52 LT 27.8 DUKE POWER POLE NOTE' FROM STRUCTURE 21 TO 22 COG STD ~ 431 10+52.15 STORM SEWER IS ACTUALLY RISER SEE SHEET ~ ~aa LATERAL STANDARD STORMWATER INLET INLET UNLESS OTHERWISE NOTED ~ ~~i 6D0T Traf ~ coe~euiir
2~. ea LT BARREL FOR EX ING POND N INFORMATION THIS PROPEFR~ = PROTECTION MEASURES ~,~NyW, = STANDARD SILT FENCE ~an~s ~r
OF EXI HANNEL ,,,>r, (`Y~ , ~ ~ COG STD ~ 431 COG STD ~ 430 aa~o~srovn~ Boors ~ aoKr~craia-cau.~r~e
S I E OD ST HUR H ~ A L 11-6 4- - - i~aeeo-ors
i D . B . 41 - ~~.Z2
l i
rFFr SA~iITARY MANHOLE - ~ ~ 5228 LLTOP ROAD
N C~~ STD #200 - # 02 \ i TOP = 814.89 ~ t N ~ ~ ' I ~w90Xp
IPJV IN = 609.0 - 81 66 pR9P99E~ 36" FES
INV OUT = $09.00 - 1 ~ ~ f ~ ~ ~R$~69~$ SANITARY MANHOLE "G" - ~ ~'C 22 PIPE STATION 8+85.00
~ EXISTING MAI~NiOLE CORE EXISTING MANHOLE
20 ' SANITA 'f ~ ~ r f. EXIST N6 SANITARY EXISTING POND C WITH $ 8~
CMG STD #200 `'T' ~ f TQP = 817. A6 E ~ SEW S NT ,1~ 3~ 3~' SEWER MANHOL ToP SANITRAY SENIER
INV IN - 810.69 D J ~ e~e..~ i • AS A CASE I ADJUSTMENT. ~ EXISTING TOP. 818.82
Q IIvV OUT^= 809.95 ' ~ ~ ~ TOP: 820.50 O ~ , STATION l1+16.as O -flg9p86E~ SANITARY
O REMp,VE _ p6 l O Q .SE~R MA
EXIST~iNG $ ~ E ~ j EXISTING ire 0.00 AC J ~ 2 1 31.40 AC ~ ARM IL-K
142"x91" MP ~ e" SANITARY AIP RAP WITH BRI ~ 22 O
O MASONR _ vEaN•s auc~ a
O 5234 HILLTOP ROAD HEADWAL S ~ F HILLTOP ROAD o. i5 ac
~ ~ ' ~ LIFT STATION- ~.lo ac ~M . , Y \ N P~ND
za ~~.r : ~ ~ to ~r ~ 1 Manhole Shown to be 1.z7 nc 10 ~ cn ~ 2rJ' ~ + X5090 M C ~ TRPN ~ • ~
Trstalled by Others _ ~ _ _ ` E ~ _`Y h ~ ~ -F F 828.0
Q
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W H x T T ' N
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W ~ ~ ~ ` 1. Y ~ M _ _ w
~ + / - - z ~ 6U'~ I T P
fl ~ 26 EXISTING 12" WATER & 4" GAS (PLC) 8' 12~ 18"
ii o.~5 a~ g 27
D. M.6 U.E. ~P k ,oti tr rF:j 1 H
r ~p PLUS WIDTH ~ 24 RCP ~R9PASE~ 5' CONCRETE AF IN
U OF EXISTIN NEL SIDEWALK WITH 3.0 ~
fR8P99EB- CATCH BAS N ~ ,<r L CATE GRASS STRIP ~
I'- ~ 1i NCDOT STD#840.01 I 1 . _ : N~ HYDRANT 26 26 QR9P99E~ DOUBLE CATCH BASIN U
Q ? TOP 822.00 BRP ~ ION 10+41.63 BA K 7.3 LF NCOOT STO#840.01
TOP 821.12 Q
- I rn~n ~ A~DT6ESLO~CATI A ELE 819.93 Tuv niiTs=8810 46 S .~~~~c N ~~`~cN CARn,~%,
g.50' :t. 2 p . / ~i
pf16PA6E~ 24" FES I 2 . STATION 0+00 ~ ~ ,P°~E INV 814.00 ~ . ESS • \ ` ° / • O O • ~ • Y • ~ / ,Q 9 ,
12 f~R6P69E~ 36" ES l~~`'` RPEMOV DIMENT q ON :Q ~ - S L ~ ~ S A - - L - _
WITH BA ES AND ALL 18 T OAD DUKE POWER POLE - - . - _
~ ADAMS FAFlM COMMUNITY IP RA AD - - P. _
~ o e". i~o~ ~ 17 ~ L ~ 0 ' W x 2.25 ' T PROVIDE WATER & 12+81.23 ~o FNCr N - ~ .G INE
- - ~ D.B. 3T39-P8. l052 R/N d ~5~~ 12 o.B.~oe-PS.a3 s Asa NO RIP RAP SHALL BE PLACED ACED SEWER LATERALS 31.56 RT ~'%,~,~<D IEL THIS PROPERTY ~40 ~ - - ~i -
84O ~~~T R IN EXISTING CREEK CHANNEL
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REVISIONS TYPE. CONTRACT CONTRACTOR AS-BUILT IAUTH. DAT BENCH
.NCH MARKS ,1oB N0. P -3750 CITY OF GREENSBORO
ROADWAY 2003-03 YATES CONSTRUCTION 4-27-2007 11-11-1996 DESIGNED 12/31/2001 BY DHA ENGINEERING DMSION F
SEWER CONST. SURVEY BY Ass FM ,LTOP ROAD (S.R. 14A
WATER CHECKED BY ADAMS FARM PARKWAY TO 1424) SHEET N0. a
2 of 10
SIDEWALK 2003-03 YATES CONSTRUCTION 4-27-2007 11-11-1998 SCALE: 1" = 40' VERT: i" = 4' APPROXIMATEL_Y____1_300'_ _EAST OF STANLEY BOA 'ROAD

.--E91'IKE POWER POLE ~IN6 i~ATER AND SEWER. 20+02.73
~5+87P60ER POLE ~ O I~i Q ~ ~I 04N 50.52 LT ~ 3 ~ I C06 STAI~ARD TEMPORARY ABBINGTON PLACE ASSOCIATES. LLC EXI8TIN6 i ~<'sj ~L I~ I 1 I I ~ STOPIE DITCH CHECK ACL-li-6$4-890-8 ~'ATERALS ~A6EB Catch Basin ~ ~~;5) O ~ Y 1 11 C06 STAI~ARD f432 o.s.4369 ='~PG.is3a CONTRACT SHEET
INSTALL -PR9P99E~ SILT FENCE • ; . ERALS THIS PRCPE-R:TY"~ 52.01 LT 8 of 47
SEE BRIDFORD PARKWAY /HILLTOP TRAIL AS PER C06 STANOA~ f43o 20 Nco B REALIGNMENT PROJECT FOR ~ PIPE STA STORM SEWER STRUCTURES # 12°5, 128 ~ 129 GREENSBORO DISTRICT OF THE iNV ouT3 UNITED METHODIST CHURCH ykDdli~'F EXIST ACL 11-684-890-6 SEVER MANHOL 0 . B .4185 - PG .572 ~r AS A CASE I )T Std . X840.01 II ~~a H ~ ~ J ~ ~ ~ 0.8.3054 - PG.393 &'~~~94 NCDOT R/M~-•'
._STATION 58+73.32 ~ Q ~ ~ COG POLE P.e.ii4 - PG:.~e ' I a ~1 ~ l6+83.66 P. B. 110 - PG.149 - 835.23 t:~ ~l I 1 I/ ~ ~ 60.29 LT OUT 831.50 ~ ~ A ~ =EXISTING SANITARY 117
5210 HILLTOP ROAD
MANHOLE TOP ~ R/w ~ ~ ~ EXISTING 8" SANITARY SEWER .ASE I ADJUSTMENT. i2!5 ~ ~ ~ SERVICE FROM ABINGTON PLACE cn ,ygdyef EX
_ EXISTING TOP: ~ 5228 HILLTOP ROAD S ION 15+8 EXISTING WATER AND SEWER ~ ~ LATERALS THIS PROPERTY NG TOP: 837.41 O I APARTMENTS cn iC$ TOP: 836.71 ~ SEWER MAI~ iN 15+86.48 / - ~ - T STA 16-39.27 AS A CASE ~f EXISTING SANITARY DER MANHOLE TOP
~'f ~ ~ I ~ ~ I I ~ ~ W EXISTING I 1 1 ~ - ~T STA 125+00.00 ~ A CASE I ADJUSTMENT. [STING TOP: 843.06 O
IP96EB TOP: 842.66 ITION 18+68.90 W
O - I 1426.18 EXISTING POND ~ - ~ R= 7200.00 y~ ~ ~ ~ ~I ~n' EXISTING SANITARY I~ STATION 1 !29 ~ SEWER MANHOLE TOP + a' o
23 ~ ~ x?~ CHC 367.83 PCR = ~ ~ ~ ~ 4' 18" AS A CASE III ADJUSTMENT. m
XISTING SANITARY CH BRG= j89°58'09"E ~ PCR = 836.20 i2e 11 a 15"~ EXISTING Tom: 838.97 ~ P~ = 8~. ~ ~ I ~ ~ ~ ~ ~ T STATION 16+89.37 l9P98E~ 5 ' T . C . E . •
SEWER MANHOLE TOP D c = 0 ° 4 7 ' 45 " P~ " AS A CASE I ADJUSTMENT.` :,TAN= 183.98 ~ E~°! ? ~ 1 l~ ~ ~ ~ "d 2 ~ = sue. i3 fR9P f~ ~ ~ ¢ .
0 EXISTING TOP: 831.21 ~~r O TOP: 928.41 STATION 13+40.90 F #6050 #5089 I ioar + ~ ~ O ~ ~ ~ ~ PTR =840.23 2 0' RI HT T RN AN TAP R ~
TRPN E E ~ 8809
836.05 ~ si~ ~ ~ ~ ~ ~ ~ p., 1A" , ~ . ~2.. 12 12 TRPN22 C ~ ~ i ; I ~ 12" '~2 842.24 ' ~ , .
~C 842.09
TRPN 20 O n ~ 20 E f„,~ ~ i ~ ~3 ~ _ - _ ~ ^ , _ _ ~ ~ l l1
E E 834.46 E NZ - ~ `
- - 4~H~ - - - a- _ _ _ ~ - _ - -
- - ~ j PTR - - - S S - - exisTir+s sio~+wK - _ _ _ . _ _
- - ~Q / S~ E.~Ae~ ~ (K ~ _ - - - - - _ EXISTING SIDEMA~K- _ - - - - - _ . _ ~N ~ ~ ~ EROSION CONT E: SAWCUT AND REMOVE EXISTING ZQ O w ;ONTROL LEGEND
~ \ N {L1 ~ R MOVE EXIST NG i$" CP c+i ae ry LIZ ~ (VOTE: S E,~_ ~ ~ N ~ tia ~O 110' R-0-W o PAVEMEN 125+00 'n ° m N - - _
~ 0 S ss ss ss - W ' JDARD STORMWATER INLET
EMENT AS SHAWN SN HATCNE QAREA . i aW- W STANDARD - PROTECTI i ~ a- _ a' ~ ~ COG STD a - - Q STANDARD 'ECT
W ~ - STDI#N431ASURES
Cn 4DARD STORMWATER INLET
Q < ~ ~ 17 0 ~V _ 18- REMQVE 12" RCP x _~..--~.T- -ti- 0 W fECTION MEASURES
W • - J` w O F O C ( F O ~ EXISTING 48' M~YEN MTRE FENCE Wr^ COG STD STD # 431
W ~ ~ Cn W ~OC p~ FoC V / v,
tiY~ `yl.:•. r.:.:`~:w r..: - ~:h:-~:: STANDARD _ _ . _ STONE DI E w - COG STD z UNLESS 0 H f~ Jam, = STANDARD 4DARD TEMPORARY JE DITCH CHECK
. . STD # 432
W --E . .SS OTHERWISE NOTED
24 EXISTING RCR = 834.70 ~ R/M MONUAENT~EXISTINB 9P~IT ~ T RPN 'EXl~TlR~ ~ ~ ~ ~ 843.41 30S i JDARD SILT FENCE
z O fR8P69E$ 5 ' T ~ Pmt - e36. so H N A=~~ ~ ~ = 30' i9 0.~5 CYNTHIA B. HUDSON ~ COG STD TING HYDRANT J STD # 430
i ~~sr~?~ .8- and husband ~ ~ RELOCATE EXISTING ~ WOOD FENCE WILLIAM L. HUDSON. JR. ' ~ ~ STATION 19+66 ~ ~ e ~ = es~.~o ACL-11-684-C-867-83 ~ } ~ MOVE 6.2 FEET BAC a P~ _ ~~.i5 D.8.4716-PG.1440 ~ ~ FACE OF EXISTING ~ a. oo Ac P . B . 69-PG . 21 -f~'R9F~: ELEV: 84 16
o. oo A~ 15 --J 5225 HILLTOP ROAD - 19+66.01
F~ T BACK FROM ~ f~R9PA6~E~ 5' T. C. E. I 'ING HYDRANT U
29S U MINDY I . ENGEL 16 843.63 MST
ACL-11-684-C-867-96 $ :o.27A I t0'T~-2-
D.B.5045-PG.1752 i5" RCP ~ ~RBP@9EB CATCH BASIN 19 NCDOT STD. 1840.01 !20*49.04
P.B.69-P'~.21 I LOT ~9 - - STATION ~ ~R9~?rDE 185.0 LF OF TREE / a
~ i TOP = $3~~ ~ 7.qg `,2301 HILLTOP TRAI PROTECTION BARRICADE
EXISTI(y~G WATER a~ x _x i ~ INV OUT 83~~9 833.74 ~ AS PER COG STD f443
SEWER LATEF~S ~ THIS PROPER`?`Y ~l~ Catch Basin ~ ~ ~ ~R9P9fi~EB CATCH---BA~S~N-----~ ~ ~
16 NCDOT STDi840.01 ~ 18 NCDOT STD #840.01 Bffi~OItB YOU DK~t CWrAM ONE-CAM CENTER
STATION 120+79.86 STATION l20+87.33 31S 1-800-~32-~9
TOP - 836.90
INV OUT~83~9937.21 RAN and .w•3 f ~~N ___1 i 3.21 VICKI S_ IFNSFN ' FXTSTTNr I~(1NI1 eT .~`~~n~N1i~AR0/ 1 r~...,~
ACL-11-684-~-867-82 PROVIDE S~~VER L XI~TI~IG D . B .3164-PG .200 ~~-E~~~`~TTNGWATER L EP LATERAL I ~ ~~c •pFESSIO :~~~%i TER LATERAL .I 5205 HILLTOP ROAD ..QP ti9. ,9 , ueeft
NCD~ O~rT~ dur#840n15L Pipe Station 120+73.28 o. o' A w ~ P .8.68-P~ .128 THIS PROPER 0.64 AC ~ LOT ~
TOP 836.00 RELOCATE EXISTING 0 ERTY ~ m = SEAL _ COG Water later c 73-2033
HYDRANT r ~ = 18051 - GDOT Traf Traf 73-2606
STATION 14+85.10 DUKE POWER POLE MOVE BACK 7.7 FEET PROVIDE SEVER LATERAL ' COG/Gu i 1 f O F w i i f 73-2084 fat r 73-5855
13+48.24 pprlp ELEV: 835.50 H I L L T 0 P ~5+68P87ER POLE EXISTING WATER LATERAL ~6+78P77ER POLE DUKE POWER POLE 5215 HILLTOP ROAD DUKE P0 ~IcJ ~~N 29.58 RT 17+60.30 [phone] 19+67.6 DUKE POWER POLE , ~GINEEP'~~~ COG Wat r iks r
29.59 RT ~ TRAIL 28.47 RT 30.44 RT 29.39 R 2939 RT /~~'q~ ~ H i PPP GDOTn St r st 73-2569
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REVISIONS TYPE. CONTRACT CONTRACTOR AS-QUILT ADAT BENCH :NCH MARKS .1oB NO, P - 3750 CITY OF GREENSBORO
ROADWAY 2003-03 YATES CONSTR1CTI0N 4-27-2007 11-11-1998 DESIGNED l2/3!/2001 BY DHA ENGINEERING DMSION
SEWER CONST, CHECKEDSURVEY BY ALS FMdrL,'TOP ROAD (S.R. 14 ADAMS FARM PARKWAY TO SHEET No, n
WATER 1424)
10 3 OF
SIDEWALK 2003-03 YATES CONSTRUCTION 4-27-2007 11-11-1998 - - - SCALE: 1" = 40' VERT: 1" = 4' APPROXIMATELY 1300' EAST OF STANLEY ROA ROAD

O4N DUKE POWER POWER POLE "~"^"r ~ ~T~TT?1 w ~ ~R POLE ~3e~48 R POLE 5204 HILLTOP ROAD EXISTING 1~IATER ANC? SEWER
28 ABBINGTO~N..PLACE ASSOCIATES, LLC 24+18.48 3.48 r" 26+35.96 e 35.95 LT 36.60 LT `LATERALS THIS PROPERTY JER ~T CONTRACT SHEET
O EXISTING MANHOL~,~' ACC~1l-684-890-8 32.34- LT STATION 22+39.58~~~~41.58 LT 0.8.4369 - PG.1534 ~~T 33 54" x 34" ELLIPTICA FES 05N
TOP s 839. i6 D.6.3054 - Pf~:393 & 394 NCDOT R/W EXIS i IN6 WAi".E'fi qNp SEWER STATION ~'~s 24 gg. ~ p~ JAMES H. GREENE MEMORIAL CHURCH 0 ~E S S s)~ J~ 9 OF 47
INV OUT 834.68 P. 8,114 - PG. 38 LArEi~A~S T,H~S PROPERTY ~Ew~R PROPOSED INVERT+= 26+44.92 ACL-1i-684-890-3. RTY D.8.2661 - PG.511
~02 aR~= 2460.39• p•g.3054 - PG.386 NCDOT R/W •QQO~ lp~9r ~J SEAL S ~~j
35 CN= 459.46 34A ~R9P99EB OF~P II~ET = 18051 =
5210 HILLTOP ROAD ~~-.$~g~~,p~~; NCDOT CB STD 840. i ~H BRG= S84 °35 ' 20 "E NCDOT STD#840. !5 3~ ~R9P~95E$ CATCH BASIN STATION ~5+9f-g#~ q, ~ Dc= 2 °43 ' q2 ° STATION ~2!~~y O NCDOT STD 840.01
18 ° RCP ~ -o x ~-IPTICAL PIPE .-MATH IN SAME TRENCH x ~s o~ eoTM p~p~ jS I~ TOP =X39;-g~. 840.9 TAN= iJ~ ~i~~ ~ti~INE~P.~~~ q~ ~ Q,P s~o~BYOV~ot
O ~ INV IN = $~+4-~g~.~5. X31.22 TOP = ~7+i3.~ STATION ~4~2~~+! 75
n, ~3+-~8 AEMA~FE 852.25 TOP = ~9~9-g~ 88.45 • INV OUT = Te ~iT^~T~ N
~ ~~Nfi+~,~URB...-& GUTTER Q oar ~ AND SIDEWdt~lE-'" ITTER 835.92 sEw~ M~~~E~pp~IT'~r ~R6pg~E~ O
18 " RCP AS A CASE I ApJUgT1ENT, O OQ 2 nC Ex . 24" RCP ~ISTI ~ fie. ~ 5 ~ T . C . E .
• ~-Z Z -L- POT STA 2i+33.24 ~ FROM STATION 23+40.00 ~Q o ~ I (TO BE REMOVED) STATI 27+QQ, 8'J C. 0. •
O 3 ° ~ -Y3- POT STA 130+00.86 TO STATION 25+22.00 >z¢
Q ~ ~ a f~RAPA6iEB 18 " RCP 1 ~ o. 35 ~ TRPN 11 ~
oaa ~ 841.99 ~ COG Water c 73-2033
Existingll5" NCP 2.76 AC TOTAL ~ 8810 FROM SYSTEM TRPN + 34A igq~p~ O GDOT Traf 73-2606 COG/Guilf 73-2084
~ ~ ~ e~ ~ ~Ekj\in9 839.26 n' ~ ~s~sN I \5„ 28 4„ ~„q. q., 4„ x . RCP (TO BE REMOVED) ~ ~ 34 a E 55~~~~SC`~ c. p M COG Wat r 73-5855
V I ~ ~ ~ ~p q~ 4 4.. Tanks r A"& Aur_2
130+50 I - - - - - - - - - ~ ('U GDOT St 73-2569 %NJ WA WIEN SL is
~~EXISTING 5IDEMA6K _ -
mz C - - - ~ n 29 X 18" RCP N ~"--v-- _ ~ . Ell
~O m m EROSION CONTROL LEGEND Aft M IM al a
2 - 0.00 AG ~ - ~ - = - - rrip
~ pi- W _ ~ I---~U STANDARD STORMWATER INLET
. ~ ,~--ti__.,~27 ~ = PROTECTION MEASURES
~V J~ Jam, _ _ J`a s- J~' - . r N EXIST 48' MO ' MO 6ATE ~ - COG STD # 431
STANDARD STORMWATER INLET = PROTECTION MEASURES
COG STD ~ 431
_ _ - - ~ 1z° a 3 w o. ~i ~c 3 w z 3i 12 ~ W 24" 839.81 ~ ~ ~r APPM Arm
33-A ~ ~ 4i ~ STANDARD TEMPORARY
w , s~~ O STONE DITCH CHECK COG STD # 432
'PR9ifi~BE DITCH ° o ~ z 42 0~ ~ j B 15 RCP =-=o A~ ~ 1A UNLESS OTHERWISE NOTED
H CLEANOUT TO Mt q~ q~p + T , ESTABLISHED POSITIVE i8' W O / ~ I 0.30 bC ~ ~ ~ ~
DRAINAGE 32 1e• OO SE6URETYI 15 " RCP j . STANDARD SILT FENCE COG STD ~ 430
~ ia' 12 12' 1 /
43 O1
SITE STABILIZA ~ H~^~, Q REM DIMENT f'R9PA6~EB CATCH BASINS ~ ;
~ ~ ~ 30 a O ~A9P'9~~ DOUBLE C~ o s~ ' NCDOT STO . 840.01 wPROPOA INSTALL 41 NCOOT STD*840.01 I 'r~°'~~a~; ,Z. PAD TOPTION ~+f$;.gg 27?1 .25 ~ ~ 3 Q,~ a~ o
W STATION~~~L 23+p2.79 AMft
TOP 837.34 4 30A TOP ~ 837.3Q 3 50) 3712x 2.2 i.Ck. _ s 4 86.72 "vamQ"'~ o° Q 42 NCDOT STO 840.01 ~P9SEa YARD INLET ~ •OD'' ;
STATION 26~A2.=$g~+p~,0i 41A CO~i STD #424/425 ~ o!ioa o
' ..eti / STATION 22+g~. 87 O"P'R9P'99E~ CB I TOP 83A~GQ. 839. !9 ~ STATION ~a2.?; zi g.~ Q N
31 NCDOT STD. 840.0! 5205 HILLTOP ROAD - - TOP '847.49 faR6P'ASE~B 24 " FES - - -
STATION ~2+~,2-,fig ~ Pr 22+79. 43 43 STATION £~i~6.~~g24+94 ~ 33s ~
TOP = ~_.gg~. ~+40.67 R= 15000. INVERT ~ g 8~, ~ RICHARD L. TAYLOR and wife ~
837.71 32S ARC= 147.48 CH= 147.48 STEVEN L . DAVIS CH BR6= N$B °~o ~ ~s ~ FRANCES P. TAYLOR
eri _,,_~a~_~_ e~~ SITE STABILIZATi~1~ ~ ~ 'AEM~V~-E~~~T~~1~-eZ,q" ACL-11-684-C-867-80 SEE SHEET 6 OF 11 AL_
y y ~ ov ~ ~ z R EDIMENT INSTALL ~ TAN= ~ ~73~74 ~ 3A S O ffl9PA9E$ 24" FES 0.8.3815-PG.1238 ITH BA ~ 503 HILLTOP ROAD "'y JV/O ru ~v~~ \ ~ c~-sH~ l~vruHMA I lON 3A 54M x 34" ELLIPTICAL FESI P BA25 P~ 19 THIS PROPERTY ~IV
32 STATION='°~~ ~+3i. ~ 22+02P/3 R' ~E PROPOS PAD '~~~*~E f INV IN 12' 4' x 2' th~ EXISTING HYDRANT STATION 24+86.3f3 ~ LOT i35
~R9P'9SEB INVERT g ---PAO•ViDE SEWER LATERAL
BST POLE 834, gq EXISTING WATER LATERAL
832.67 27"Bf' ~ 6~ STATISM 24+5~.5± MOVE BACK 8.84 LF 2a~L56.7~ THIS PROPERTY ssr Po~E 27.98 RT 2'+24.52 34
PROP ELEV: 838.90 32.80 RT 4 1 - - -
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REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DAT BENCH .NCH MARKS SOB N0. P - 3750 CITY OF GREENSBORO
ROADWAY 2003-03 YATES CONSTFIUCTION 4-27-2007 11-15-1998 DESIGNED 12/31/2001 BY DHA ENGINEERING DIVISION I
SEWER CONST. SURVEY BY Ass FMaLTOP ROAD (S.R. 14A SHEET NO. 1424)~-
WATER CHECKED BY ADAMS FARM PARKWAY TO
SIDEWALK 2003-03 YATES CONSTFIUCTION 4-27-2007 11-11-1998 SCALE: 1" = 40' VERT: i" = 4' APPROXIMATELY 1300' EAST OF STANLEY BOA OF M ' ROAD - 4 0

DUKE POWER POLE DUKE PpWER OLE OGN DUKE POWER POLE EXISTING WATER AND SEWER DUKE POWER P LE ' LE CONTRACT SHEET
DUKE POWER POSE ` 30+44 • 31+24. $0 EXISTING: WATER AND SEWER 25.36 LT 27.63 L,7 GEORGE J. BYRD and D.p' R/w 33+64.10 LATERALS THIS PROPERTY 35+74.45 wife BETTY W . BYRD 3a.1~ LT 40.16 LT
28+41.78 LATERAL~,S THIS PROPERTY 24. 15 LT ACL-11-684-F-890-1 ~ 10 F 47
3i+i3.rJ4 -STING WATER AND SE JAMES H . GREENE MEMORIAL CHURCH 49 YARD INLET STATI~1 LATERALS ~ THIS PROPER ACL-11-684-890-3 ~ COG STD X424/425 ~ ' D.B.2902 - PG.854 ~ Q J 1
ROPE TWER P . B . 45 - PG . 99 ~ ~ ~ H ~ 1 LOT 1 m Q
.
D . B .2661 - PG .511 STATION ' CB ; 3 ~ I -PFI6P93E~.CA.BEM-..BA~S-~N---------------- ~ 5200 ;HILLTOP RD p I- 48 NCDOT S'fD#840.01
D. B. 3054 - PG.386 NCDOT R/W INS s ~i.71 50 NCDOT STD. 840.01 OUT = ~r9~ STATION 1~! ~i, 5204 HILLTOP RD 816.9! TOP = ~5~4r~5 47 ; . Q ~ ~R9PASEB BERM DITCH ~ ~ BERM DITCH ~ -L- POT STA 29+45.52 AS PER NCDOT STD 240.01 ~ NOTE:: ° • ~ STATION'; ""~T~~ 33+82.21 , f'R6F~86~E$~ YARD INLET ~ ~.o, A~ TOP ~ A52.60
6.69 AC 47 ; CQG~~~~T~ #4,24 &X425 ~+7l.0! INV OUT •A~-~A--- Muir
.STATION 3~+~2-4~4 50. ~6 LT 45 i ~ i 44 ` 8q9• i0
0
Q AS PER NCDOT STD 240.01 ~ EXISTI -Y4- POT STA !36+00.00 FROM STA 29+55 TO 31+10 )TE• ;TOP =~6#9'-~ 849.16 ~ a ' 'R iP~e~ SEMER MA~NFIIO~~ENTOP~ITARYE ~ 07N ~I (ISTING EASEMENT. .SHOULD ALLOW FOR - ~ ~ ~ AS A CA9E III AOJUSTI~ENT; LOUISE W. LAMB
FROM STA 27+10 TO 29+25 ~ INSTA, JSTALLATION ~F" . S~`RUCTURE 47 AND = ~ ~ Tom' ~9• ~ ~?CL--~i~~-684-E-867-14
~9P'95E~ 36 " RCP ~ ~i s7~ioH?32+~g'6. ~ i . ~ D . S .2735 - PG . 27 ~ EROSION CONTROL LEGEND
• ~ ~R9P95EB °~27 1~ ~ ~ 5104 HILLTOP RD
~ ~ 5' T.C.E. Q pp ~ 15 " RCP i Q ~ p(ISTINB SANITARY f~R9PA6EB 30" RCP ~ P~ _ qg i C~ -flRAP6SE~ i5 RCP W STANDARD STORMWATER INLET BWO1HRYOU DMI CXMAM 0
SEUER MANiOLE TOP Ica = e .es -L- POT STA 33+39.47 O ~ = PROTECTION MEASURES COG STD ~ 431 1-~Oa-~32~49~49
2.54 AC GQ/ ~ ~ P~ _ , s.o2 -Y5- POT STA i40+00.00 g
m ~~VT 856Ng=160W 200 4~ ~ caQn ~ EXISTING TOP: ~3T~73~~ 49 ~~7~Q. 36' w E I ~ 49A STATION ~+~73.24~. ~ O 36 RCP 47 P/ P 0 ~ ~3 2a° W 2a,. (D STANDARD STORMWATER INLET cyty = PROTECTION MEASURES COG STD ~ 431 cob w c"Y o~
l V 2 / .a q 48 ~ 24 I
I a ~ ~ COG water c 73-2033
GDOT STANDARD TEMPORARY coy/ STONE DITCH CHECK cos z~ - COG STD ~ 432 Tan UNLESS OTHERWISE NOTED 6°°T GDOT Traf 73-2606 COG/Guilf 73-2084
1 .~s COG wa r 73-5855
~Z Tanks r GOOT S 73-2569
~ S. ~SS__ : SS SS ac ~ .
HO ASS G / \ S ~ ' SS ~ - G --v--v-- --v-- --v- v--~--v--v--v--v--v--v--v--v--v--v--v--~v-- w~ HILLTOP ROAD ~ _ G ~ 9 v--v v--~ -v- v- --v--v--v--v--v--v ~MOYE ~ - - STANDARD SILT FENCE
~ i,~~ HILLTOP ROAD EX.12. RG, o ~W ~ - COG STD ~ 430
28 - - 2 -Y4- 30 31 ~o~
Q Ex. i2' RCP ~~_w 135+00 - ~.k~ A~ 40 _ 32 33 ~ovE _ APN 34 ~,o~ m~ ~ Ex. 2' RCP 84g Ex. i5' RCP 35 - . - Q~
W w 2 ~ ac 12" T _ W 12 ~0 ~ ~ . .
~w
(f~ ~ ~ .I.:~ .r'~r.< tom: `•t _ ~.r . ~ f," --r'. 'ir' .'.1_ r~ "e
~ _ LOM PT Sta... !35+24.74 LOM PT ELEV..... 854.0! K 10.00
W K 10.00 I.C.......... 28.00 Lc. 50.34
W C---~___. , O 3 z E C a ~ ~ R= f'R9PAfiEB 5' T. C. E. f 16' ~ 30.0' PcR - e54.e8 ~5S E 2a ° 52 _ i~
E 36 RCP ~;t EXISTING ANT Z
H ~ ~ ~ ? ~ ~ PTR =854.2! JOSEPH P. fNITCHELL end X ~w ~ „ ~c I wife VA t. MIT(~.,LL I ~~~s 51 i ° i STATION 34+48.77 H
34S + 2 ~ 1 ACL-11-684-t;-867-24 I 24.. ~ ~ ~ MOVE 7.8 FEET BACK M J
JAMES C. GRIFFIN ~ ~ ~ ~ + n 5113 HILLTOP RD D.8.2238-PG.274 0 0 and wife I P.B.25-PG.19 ~ W ~ i FACE OF EXISTING HYD NT
DEBRA P. GRIFFIN t- p~ , ~3. LOY 137 ~ ~ a ~ STA 34+50. 32.5 FT R C8 I ~ o ~ ~ ELEV: 855.10 ~ Z
U ACL-i i-684-C-es~-~9~- P~ , o 51 NCO STD 840.: D. B. 3945.=-PG. 905 ~ • . 840fl#----------------------------- ~ 52 36" FES ' a, ~r ~~1. 66 ~ STATION 32+59.67 U
~-.'-P: B~. 25-PG; 19 ~ ac STA ON LOT 136: ~ TOP ~iQ n ~ } ~ Z CATCH BASIN ~5i A 6~ ggp ~ c,~r ~ ~ INVERT 841.39
Q 202 W WOODLYN WAY , w STAn~I .31 ~ ELIZABETH3CS KELK and ROBERT J38HEATH and ' LYNN D. ARCHBOLD wife SUSAN C. HEATH Q
L ~ ~------...-•-•--~6 ~?R9P9~& CATCH BASIN ~ ~ ~ 0 ~ ~ ~ CHAD I~f F VA!# ---~------~6S I2a~~ ACL-11-684-C-867-21 ACL- i i-684-C-867-22 D. B .3990-PG .1541 c w o
40 , I~COOT STD#840.01 m o I ..7HA0 P;. F VA!# DOAN anid wife D. B. 4443-PG. 1135 P. B. 25-PG. i9 'HAO P;. LE and ~ I I P . B . 25-PG . 19 I I 10 ~ N v a°~ 0
r STATION 29+03.00 2903.25 THU NGUYEfi~ NGUYEfi~~~~fiHI--DOAN is o• LOT 166 ~ LOT 165 ~ w~~~~ w W
:TOP = 86~~ ep,19 ~ and THU ACL-11-684 d THU HA ROAN 5107 HILLTOP ROAD 5105 HILLTOP RD H~°DC~ 'v o -i i-684-C-867-23 v N~. ~ a a ~O ~ 0
= , ~ flEt98~1r~E EXISTING HYDRANT D.B.4695 ~ it ~ ~ ~ STATION 29+94.88 MOVE 8.9 FEET BACK P • B • 25 ~ i FROM FACE OF EXISTING HYDRANT SOT 8.4695-PG.1627 ~ NQ~; ~(jSTIN6 24' TREES / EXIST.T~NG WATCR AND SEWER Q'a3`ru~~n w W - \A A
P.B.25-PG.19 m~ aoo ~ x Y Q
SOT i67 ~ LOCATED NITHI-N-.PROPOSED ~ LATERALS THESE PRQPEFITIES JlD~NO a •HIN J J , t.~. za ° P _ ~ _ E : -..~I~...TA ass N : ~ m J OF E S S I0'' •
~ i ~ I ~ F'NUF'. tLtY: 854.30 ) ova nay. ~ ur ~unu \s-/~ - --~iST W ~ ~ m d O Q
~ ~ 120. P OTECTION 120.0 LF OF TREE OUT ET ~ 60' P. D.~~E. SITE STABILIZATION a °w'cJ.~° c'r'u O 117 N SEAL 18051
CTION BARRICADE ~ ~ REMO - ~ IME#~---TRAP- I vas • •
PROVIDE MIATER AND SEWER AS PER COG o' w LATERALS THIS PROPERTY :R COG STD f443 24" ~ a (CENTERED ON CHANNEL) ~ WITH ~AFFL ~ 49B ~NG
EXISTING WATER AND SEWER ~ I LATERALS THIS PROPERTY ~ ' - BST POLE ~ INSTALL P RAP RAO ~ in o
DUKE POWER POLE DUKE SOWER P~i_F~ - - 35+30.61 ~ Ex 29+79.44 29+81`07 42.07 RT ~ L 8 7 O 34.17 RT 43.71 RT \ ~ I I -~~0.0 LF OF TREE 22 ' ' L x 24 " t EXIST3NG WATER AND SEWER PROTECTLQN._BARRICADE ~ s 9- 49A 49A ~
LATERALS THIS PROPERTY ~ AS PER COG STD X443
. 8 ~ 86~ ~n o o ~ 860
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REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT IAUTH. DAT BENCH TENCH MARKS .10B NO, P -3750 CITY OF GREENSBORO All-
ROADWAY 2003-03 YATES CONSTRUCTION 4-27-2007 11-11-1998 DESIGNED 12/31/2001 BY D H A ENGINEERING DMSION - CJ
SEWER CONST. CHECKEDSURVEY BY ALS ImmilTOP ROAD S.R. 14'A SHEET No. 1424)
WATER ADAMS FARM PARKWAY TO ~E
SIDEWALK 2003-03 YATES CONSTRICTION 4-27-2007 11-11-1998 SCALE: 1 " = 40' VERT: 1" = 4' APPROXIMATELY 1300' EAST OF STANLEY RO 5 OF 10 Y ROAD -

09N
OBN RAMZI K. HANNA AZZIZEEH HANNA ACL-11-684-E-867-16 ~ ~ ~ CONTRACT SHEET
ACL-11-684-E-867-15 D. B. 2339 - PG.691 ~ \ ~ ~ 15" F ESTATE FILE 83-E-1659 P.8.40 - PG. 38 ~ \ ~ ~ Quite Po~a Pow 54 STATION 38+69. D.B.2339 - PG.692 LOT 1 9 ~ ~ w ~~n~~ TOP 859.05 DUKE POWER POLE .rJ" FES 40+52.67 DUKE POWER POLE J J OF 47
(,N69.44 54.44 LT ~I ~$~.g~ ~7 42+30.07 10N 50.20 LT
P.B.40 - PG.38 ~ ~ INV OUT 857. LOT 2 5100 HILLTOP RD 5~~2 f'A6P9'3E~ CATCH
857.80 W• MARSHALL BRITTAIN p~~i ~88.3~ ACL-11-684-867-11 472.57 EXISTING WATER AND SEWER
55 NCDOT STD#840. 5102 HILLTOP RD ~ STATION - 56 ~R6PA9E~ !5' FES 9~9 ~ Q rn :ATCH BASIN 0. B. 1336 - PG. 565 ~ g{~~- S62'52' 3?"E LATERALS THIS PROPERTY F840.01 D. B. 3272 - PG. 987 NCDOT ~ ~Gi ~ ,~7 , ~a„ EROSION CONTROL LEGEND .~~'~e~~~.~~A ~q DROP INLET ,`moo ..oFESSI NCDOT STD *840.15 ~ :'Q~' 00MY
~•o38+6i1.li.3265 - PG.74 NCDOT -~q~~ 245 12 11N
SANITARY SEMER LATERAL O STATION 38+26.51 ~ ~ Q, TOP = ±~59-~ STATION ~9+6~-9A 40+69.73 STANDARD STORMWATER INLET = SEAS SEAS = a~
ATER LATERAL EXISTING ~ TOP = 859.73 ~?~Z ~ ~ INV OUT 95~r ~ INV OUT = 858.83 N~ ~ ~G ~ ~ 85~rgggg6,57 5012 HILLTOP RD ROBERT P. SCHULTHEIS. JR. and wife TOP =X59-~5~ 850.23 ~ = PROTECTION MEASURES = 1805 COG STD ~ 431 ~ 18051
EXISTING SANITARY MERLYN 0. SCHULTHEIS f'R9P99E$ CATCH BASIN , p '•.!I~~INE 66 NCDOT ST0~840.01 STANDARD STORMWATER INLET ~~'~~,q<O H.
~4Bdlisfi EXISTING., SANITAR -o ~ ~ 54 ~ ~ O fR6P99~ CATCH BASIN 9 ~ ~ 15 RCP SEWER MANHOLE TOP 57 NCpOT STD~840.Oi ~o~" ~ ~ SEWER MANHOLE TOP ACL-11-684-867-9 PROVIDE WATER AND SEWER AS A CASE I ADJUSTMENT. D.B.2890 - PG.916 Q' MERAWYOUMN NGINE~ • • ~Q, aM
AS A CASE`~..III A~~IUSTMENT. STATION aL}!'?5=x.38+36.09 t~9 ~ ~ ~ LATERALS FOR THIS PROPERTY EXISTING TOP: 853.16 D.8.3054 - PG.392 NCDOT STATION ,42*A9-A~ 42+96.99 PROTECTION MEASURES
~ 55 EXISTING TUP: 858.64.-~~. Tpp : g5g;.gg g,~gr ,~7 9J? 56 ~ -L- POT STA 38+67.53 TATION 40+36.6052'60 5010 HILLTOP RD TOP = 8~.2~ ~ r~iiiiii~ INV IN a ~ 6~~3~53 COG STD ~ 431
TQP: 859:21 INV OUT = ~ ~ ~R = e59.83 INV OUT STANDARD TEMPORARY ~
STATION 36+06.86 o `C ~ Pmt =858.83 e: s3 -Y6-RT-POT ST~? 150+00.00 C/L X833.30 _ STONE DITCH CHECK ty
~ acs = eso.5~ ~ p # ~ PTR =860.10 \ ~ ~ ~ TRPN ~ BERM DITCH EXISTING SAN 'N 5' T.C.E. SEWER MANHOLE TOP 6 Mater c 3-2033
~Bidl~~ EXISTING SANITARY SEpIER MANHOLE TQR~-~"~ 57 Q~ ' ~C T AS PER NCDOT STD 240.01 AS A CASE I ADJUS -C C E ~ E FROM STA 40+50 TO 43+00 EXISTING TOP: 841. r'~ ~ - C ~ ~ N eb6E~ TOP: 840. ~OPANITARY - COG STD ~ 432 cos Meter OT Traf 3_2606
AS ~~4 CASE I~--~~ADJUSTMENT. 9~ )JUSTMENT. Q UNLESS OTHERWISE NOTED co~s~s~iif 841.26 STANDARD SILT FENCE ~ 6/6uilf 3-2064 6 Na r 3-5856
EXISTING TOp: 860.19 ~O ~ ~ 840.05 ~ - COG STD ~ 430 ~T ks r Tanks r OT S 3-2569
.TOP• 860.60 o.sg Ac STAT~.ON"" 36+97.70 _ ~ - - - - ~ -C ~ _ E STATION 42+73.78 ?8
~ ~ oc 0
S _ ~C ~ RCP . - ~ ` ~ .
M~ RCS 5' T.C.E. HpC ~pNG ` SS ~ . ~ e
z Q 5~~14y 9 ` ~ _ ss - B ~B E
t~ py~° B~ Uj1 1' - - _ - # ~ - - REMOV - . 41 ~ ~ ~ ~ ~ S S
\ E ~ 16 ~ ~ -~--~--~---ti--~-_~x_f2~RCP
3 - - - - ~ m pTR W P~ 64 .w~--.. J ` - ~ j ¢ HI~~T~P R- ss
Z , 8 9 W ~ RCP S5 c w ' ~ _ I C W P~ N EX ~ MOVE ~ ~w - c~ ~Ap ti-__ . mr- -M -W
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- ~ ~ 0 ~ ~ ~C ~ ~ - s ~'~r •;:.,;s. x. -~w Q3 REMO E 1r-~ 63 ~ - e~~a:s R'~ 65 65A ~ ~ ~ ~~T~~''I CE ~ CHAIN ~ ~ ~:~.;-~`~'=:y~;.~_,,:~•{, W ' WAR
fro A% L
`S s- ,2... ~ 6 i n 0.25 AC ~ ti ~ ~ ,
-POT STA 38+65.20 1e ~ 0.25 A -Y6-LT-POT STA !50+00.00 60 ~ ~ 0.25 AC ~QQQQL~La ~ ''F?`. \ . ~ ~ M 7 -O~GQ ~ ~ ' ~ ~8" RCP `^h"'"~r:~ , %Ab
18 RCP 15" RCP ~ ~ ~ ~ _ JNJ
s~J_ ` : O "PR9F~A6GA~ CATCH BASIN ~ • e'~.~ ~ v - n 59 NCDOT STD#840.0 ! ~ ~ 20 ~ ~ ~ ~ ~ ~ `
tea, STATION ECG 38+30,.18----"~....''~ ~ ~ ` 1d' ~ ~ flEtE _.E~I3TYIJG HYDRANT ~ ~ ~ 9 5 ' T . C . E . 66 ~ ~ ~ ~ ~ FROkI---NATION 39+ 5.90 RIGHT ExlsrrNG WATER AND SEWER o. s5 A~ ~ / ~ ~
k ~ TOP 858.09 857a.gq--`" ~ ~ ~:TU~ STATION 39+50 `~AIGHT '~1
n PROVIDE i2 X 6 T.$.& V. AND LATERALS THIS PROPERTY x Z
INV OUT ~3 • ~ n PLACE FACE OF NEI~.'• HYDRANT W ti AP,
5 f~R~PA6EB 15 RCP 405.--.`- ~ ~ ,c~ i';.0' BEHINQ--PROPOSED SIDEWALK 5017 HILLTOP ROAD ~ EXISTING ELEW.:, 855.56 42S ~ HYDRANT STATION 43+72.31 RT
X ~~F~"~ S Paid MOZ~L--LE~~ L. _HOL~ ~ o w RT J
Q 39 SZ~(E Z~EA A~L--= i 1 684 C 867 ~ ~ 5019 HILLTOP ROAD OSCgR_,L. MAGI-A.S.__~nd wife MOVE 7.54 FEET BACK FROM ~ : FA~TIMa---~. MACIQ~ FACE OF EXISTING HYDRANT 2
LPS ~p55 2p D . B .1862-PG . ~B6-= ~ ~ ~ ~ ~ ~4CL-11-684-C-867-3 ELEV: 836.86 V I EAF
CNagE G Z~ A ~,6 y3A ~ _ - P . B . 25-PG . 19 ~ ~ . . ~ ~ D . B .4791-PG .730 - 5 arm
~e 6~ ,QG 15" ~E5 LQT 163 ~ w pC~, e 2~~g,QG ~9 60 ~\STATION ~6+6~96r38+68, ii ~ ~ - 43S - P.B.25-PG.19 LOT 169 RICHARD T. COPE JR. AAMV
Q 0•Q e.25 16A INV IN ~9~gg6.4~101 HILLTOP RD and wife RHAIETA ~K. COPE 64 - CATCH Bid'SIIV~~------.-~ ~ A~Lo 11 ~ 684^C-867-2 NCDOT S D~840.01 ~ )PE Q
• / ~O _wA~I `O r1 A n11~~~r1 n .mow.. . ' . /
v ~p~ES ~`~v 61 N OT STD#840~O1A~1N ~l 5 I A I lON=99'~J9~:$6 39+~ ~ 60 u. o_.~a v 1 ru . 1 ~~y A dim
25~Q T~TPTION f$ 38+67.39 63 f'R6P9SEB CATCH TOP 'e CATCH BASI D . Q . 305~t-PG . ~9-i~-~1VCDf3~---fl/~f ~ • g2 NCDOT STD~840.01 --~----~---~p . B . 25-PG . 19 kATCH BASIN Y~qp ITT INV IN 65 STATION #9+6~-9~ 40+ 0 EXISTING WATER\ 41
856.81 NCDOT STDf840. INV IN (CIt1E59) ~.6Q STATION BST POLE INV IN (FES~60) ~~~~l~58 esT POLE TOP ~ 95~-4685 36+89.32 39+6.99 840.01 INV OUT =6~ QOT 170 & Pt.of 171 AND SEWER •
TOP = ~•i9:-96~ 39+04.22 849.40 LATERALS THIS
'856.99 BST POLE 2.27 INV IN = -!{r 5015 HILLTOP ROAD 40+71.29 EXISTING WATER AND SE BST POLE INV OUT = 8.16-9g PROPERTY
42. 13 RT INV OUT ~8a3~:fA ' 1.71 RT 51.29 RT LATERALS THIS PROPERTY g3~72 RT C/L=846.~J BST POLE 43+65.70 i
870 EXISTING WATE N SEWER 870 pcO 34.20 RT vv 55 54
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REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT IAUTHw DAT BENCH ENCH MARKS ,1oB NO, P -3750 CITY OF GREENSBORO
ROADWAY 2003-03 YATES CONSTFIUCTION 4-27-2007 11-11-1998 DESIGNED 12/31/2001 BY DHA ENGINEERING DMSION s o I cu
SEWER
coNST. SURVEY BY ass IM SHEET NO. Q 1424)
WATER CHECKED ,LTOP ROAD (S.R. 14 BY ADAMS FARM PARKWAY TO
SIDEWALK 2003-03 YATES CONSTRUCTION 4-27-2007 11-11-1998 SCALE: 1" = 40' VERT: 1" ~ 4' APPROXIMATELY 1300' EAST OF STANLEY ROA[ 6 OF 10 r ROAD

DUKE POWER POLE jE X I S T I N G '~kBdl~.r~ EXISTING SANITARY 3059 L8 \~ATE~.a,~S T INS ~.A?~~ ANa s~wEr~ LiMiTS OF U-2524AC ~ CONTRACT SHEET
f~R9PASEB REINFORCED CONCRETE ENDWALL SEWER MANHOLE TOP STATION 45+04.00 ?,LS TN~S PROPERTY 11N CORRID~I I ROBERT P. SCHULTHEIS. JR. and wife gpSIC CONSTRUCTION SEQUENCE
INVERT =820.11 AS A CASE III ADJUSTMENT. p PT q~+pq,?g MERLYN 0. SCFil1LTF~IS I NCDOT 12 F 47
AS PER NCDOT STANDARD 838.34 EXISTING TOP: 831.66 A TOP• 832.60 STATION 44+62.88 ~ a T O R. ~~~~j ACL-ii-684-867-9 i. MAINTAIN EXISTING STREAM ~ ARC= ~q~,57 D.8.2890 - P6.916 FLOW THROUGH EXISTING 30" RCP r
,H_ D.8.3054 - PG.392 NCDOT AND EXISTING 24" RCP I U-2524 CORRIDOR
CH 8R6= X55°38'52"E 5010 HILLTOP ROAD 2. CONSTRUCT 54" RCP CROSSING DC= 4°46'9" LINE WITH HEADWALLS AND
TA~1- 172.97 CHANNEL PORTION WITH MATTING AND RIP RAP LINING. 0
f'R9P'BSEB 252 LF 3. MAINTAIN FLOW IN EXISTING 30" 0
TRAPEZOIDAL CHANNEL THE NEW CHANNELGIS4ADEOUATELYL 3 FOOT BOTTOM WIDTH STABILIZED. .
\ } ~ ~ WITH 2: 1 SIDE SLOPES 4. DIVERT FLOW TO NEW CHANNEL / SECTION. /
5. CONSTRUCT REMAINING RCP o
f'R9P'9~aEB REINFORCED CONCRETE EN ~ `~i ~ 3 TY STATION 45+57.33 n., ~ , ~o MAX TYPICAL RIP RAP PAD LOCATIONS NETWORK , 0
69 INVERT 826.92 0 ~ i c~ MAX MAXIMUM 3.O FEET WIDE BY 6 ROADWAYFSECTION~AND SIDEWALK. MAXIMUM 4.0 FEET LONG. THESE ARE 7. ADEQUATELY STABILIZE ALL or 72
AS PER NCOOT STD #838.30 m ~ z1.7s aC L~SC LOCATED AT EACH "STEP" LOCATION DISTURBED AREAS WITH GROUND
AS SHOWN IN THE PROFILE VIEW. covER.
f~R9P9~aE~ DOUBLE CATCH BASIN Fo Q NCDOT STD 840.01 ~ m ~ v ~
77A STATION 45+82.19 ~ ~ ~ ~ E C--6'C E. ~ E
TOP 831.75 _ C - - _ _ - - - W _ o~ 0 _
INV OUT 829.50 ~ ~ ~ ~C ~ ~ ~ ` i . 30 AC . ~ /
REINFORCED - - z~ ]LIL AL KIN NI
CONCRETE ENDWALL - . - S S - S S SS c~- v - - gbft LW 11 9
71 STATION 45+12.67 TOP 828.00 1_.Q o
AS PER NCDOT S ss ~c ' Rp D S . - ~ _.v_---~- HILLTOP
STANDARD 838.34 ~ _ _ ~ _ _ S 0 S S _-~---Y---~__v_--.r , W f ~ --v-- B "_V--v--'v'- REMOVE 4 ~ ~~OC'~ IAD i2° acP hoc
2~? V V Q - ~C ~r ~''`n~ "EWAN lose
~ ~ ~i"E ti-~4 ~'-~5= J`''-'~--.~_ to ~ k 5 Ex. ~
Q 44 m Y - - _.ti Q q ROAD V As ino AF
U~ ~2~-- o.s~ 1 RE ~ 1 REMOVE 80 47 74 ~ ~ - ti«:' " RCP _ ~ - . e .•y? • . - -
~ 1 1 s- - A~ zi UL ArlbL
PCR ~ i ~ z JIM
~ ~ 7 >f. ~ . . ;.3.. ' - - ~ 1 78 0.78 AC i C'
~ - / C,~~ ~ 79 ~.,8 A~ 15" RCP _C _ ~ -
~ J
J TRPN ~ 833.30 ~ 1N~~ ~ ~ Z lki
74A o. ~s ac 1 E~~~ ~ ~ ~s-~ ~RAPASE~ CB #~78 B
' R:30.0 ' ~ _ ~3 ~ ~ 78 NCDOT STD#840.01
STORMWATER b~ ss ~ ; ~ q MANHO ~.r~~s 1 STATION 39+9-S~gg ~ ~ = sue. so 79 ~PBg~~ CATCH BASIN *79 ~ TOP = ~g~ eq3.3q 9~49+99.e6 ~
~ ~ ~ggpg~~ NCDOT STD#~840.01 ~ '3.34
~ 82 18" RCP STATION x-98 qg+4g,18
8~g .37 ~Q~N R~ 'pFESSI~ ;'QQ' ,~~R = SEAL
1 I 0.69 AC ~ ~ 18 2' 8 w 76 SO , ~Q~ ~ INV IN~~ ss x, Ile
4 ¦f / 7rJ 1 1g - 7 ~ ~ 1 ~ 1 8 ~ / 0.09 AC ~ ~Rgp~9~.~E$ INV OUT ~~~x~~fi 81 15" RCP 1 • ~ C/L 834.67 `EXI TING i~A~ER AND SEWER Qti-
v~ 12 12 ° r 0.5~ ACS 'EAL
~ STORM SEWER STRUCTURES 2A. 74. 75, 77, 77A. 79. 80. L~,iE ASS THESE PROPERTIES PIES = 18051 8051
o' 1~ 1z 12,. AGNES ITAKER PR9P'95E9 80A 82 - ~ ` M~ 83. AND 83A AR NCDOT STANDARD CATCH BA~~i~. ~ ~ R 15 RCP STORM SEWER LOCATIONS 69. 70. 71. 72, 76. AND,..84 ARE ! ~ ~;~~il,~ ~tiGI NEAP . • ~q~o. P //~~~~~~iH~~~~~~~ 47S ~INE
# 1250 A~4- ~66 -867 1 12 NCDOT STANDARD ENDWALL T ATMENTS. i • . P~ BEFAM YOU D101 H CONTACT D
I ~p TRPN 2 ° ~ B .3827- G . 6 ~ Wa e23.0 12 I D . B .3272-PG .983 /W ~ C 67 STORMCEPTOR MANHOLE ~q so' 2 12 I 5013 HILL C~ STORM SEWER LOCATION 74A S A YARD INLET~LOCATION. 1-800-632-4949
EX,I~TIN6 WA?~R ANO SEWER \ Q7S
(OR APPROVED EQUAL) I ~ • ~ ~ \ LATERALS zHE5E rHD~ERTI~Si ~ GREEN5BOR0 KOSEAN wN ~ GREENSBORO KORE METHODIST C g`~ \/TI^CI.ITC „45S, , _ ~ M~THODTS ~ CHURCH TED eri -1 1-RAd_a KOREAN UNITED ~ ~ IST CHURCH of round
TOP= $3~'S8 836.45 - I ~ ~ ~ • I ~n •1 . g ~ ~Ad_R_Aa7_no Ueffis
r 5 I A I 1 UIV jF4~41~-4L+ qqt~ . 23 ~ vw~ v ~ ~ -11-684-B-867-89 D.B.3893-PG 33-PG .1548 COG water
~ wife RUTH N. COLUMNA D.B.3893-PG.1548 TRACT 1 TRUSTEES FOR THE TRACT 2 ~ P.8.23-PG T 1 & 3 later c 73-2033
68 24 C FES 8i8. i5 ~ a - 4~% " W Q TOP 824. ~ I g • ~B TiNG WATER AND SEWE!~ W COLUMNA FAMILY TRUST e+ii°e5 D.B.3278-PG.142 1 ?3-PG.24 GDOT Traf Traf 73-2606
I ~ EXIS ~ ~~ATERALS THESE PROPrR7IES,~~ ACL-11-684-8.-867-~90 <S.OB RT NCDOT R/W LOT 1 & D.B.3278-PG.142 1 & 2 COG/Guilf lu i 1 f 73-2084 fat r 73-5855
I R ~ ~f3P0~I~A POLE 1 D_..B.,-379-=PG .786 BST POLE 4g~ 6~ ~ ~ D . B .3054-PG .390 NCDOT ~A/W 4e"z.'s 5005 HILLTOP ROAD . 142 N~DOT `~A~l~--~•., COG Wat r Tanks r Mks r
30.7 RT _ 41.14 RT 37.88 RT GOOT St st 73-2569
~ ~ 5007 HILLTOP RD , O
850 85 _ c- ..t -
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REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT IAUTH. DAT BENCH ENCH MARKS FDESIGNED OB N0. P -3750 CITY OF GREENSBORO 'CD
OADWAY 2003-03 YATES CONSTI~JCTION 4-27-2007 11-11-1998 i 2/3i/200i BY DHA ENGINEERING DMSION
[SEWER CONST, CHECKEDSURVEY BY ALS FMdLTOP ROAD (S.R. 141A SHEET NO. a 1424)
WATER ADAMS FARM PARKWAY TO
SIDEWALK 2003-03 YATES CONSTUTION 4-27-2007 11-11-1998 SCALE: 1" = 40' VERT: i" = 4' APPROXIMATELY 1300' EAST OF STANLEY ROA OF 7 Y ROAD

iacE ao~a `o~ 1 P 1+73.48 P~J~52 21 DUK POWER LE ~
- 12 ~ . ~ ~ ~ 54 88.29 - 3 .74 LT ARC- 40 .05 ~ CO
NCDOT 4.71 LT OUTH RN B ~ T EPHO E ~0 SITE ARIL ATION CRC= C ERT IMENT TRAP CN= 4 0. 1? ~ EROSION CONTROL LEGEND F SHEET 13 OF 47
& ELEG pH C MPANY IN 0 R P RAP AD CH G= 73 °2 ' S4"E ~R9P89E~ CATCH BASIN X91
4 C 0 R R I D 0 R CL-1 -C 4- 67-6 4' MI X 3' L X 0.75' HICK B.3 41 - G.84 ~gp~ q• TA = TA = ~p~. NCDOT STD#840.01 STANDARD STORMWATER INLET
O ~P.B 72 G.74 _ - - 91 91 STATION ~F!~?~== 56+23.40 - PROTECTION MEASURES
EXIS NG S NIT O 1 ASwAR ASEH~II A~ USTM 3 NITA 1 TOP =865-x$ ~5.~ COG STD # 431
N RTH AROLI A DE ARTME T AOJU T., EX TIN ANITARY T~ INV IN = ~,~Q INV OUT ~il5'b~'6 X0.63 STANDARD STORMWATER INLET
JUSTM NT. OF TRAN ORT ION SEW IRAN OLE 0
958 EXIS ING T P: 49.7 1g.7 A L-11- 84-8 7-10 AS CA'$ I JU MENT". f'R9P99E~ CATCH BASIN #93 ~ = PROTECTION MEASURES
0 CURBPCUT ~~'T ~ ST ION 2+06. 350.6 i0.6 D B . 47 - P .140 EX STIN TOP: .---~86~1--~ NCDOT STD#840.01 COG STD # 431 STATION ~#r2~ 54+74.05
Q ~N " s. 5 900 LLTO ROA ~'~TOP: 860.6 93 S ATIO 54+ .96 93 TOP =X5'9:-99 859.72 STANDARD TEMPORARY
~ ~~o ~ 18 RCP INV IN (18") _ - STONE DITCH CHECK
r ~ 4-A ~ ~ ~ R~45•~~ 1~ INV IN (15") 86 ~ 8 8~•~7 - COG STD # 432 INV OUT (18") 4. UNLESS OTHERWISE NOTED
ri r ~ 0.4 AC
\ ~ 94 18" R P P / ~ ~ PCN ~ ~ 31 ff19P99E~ CATCH BASIN ~~~yyy~ = STANDARD SILT FENCE
- C INT TA 1 8 .37 AC o~~ NCDOT STD#840.01 COG STO 430
-Y8 8E6 A i 1 0 18" RCP 91 •fl. 94 A N ~2+28.90
~Z - 93 ' E ~ ry n 94 INV IN (CI #64)851.35
s _ - = v~ INV IN (CI #68) 6NIi
O S ~ r_ INV OUT = 8~fr. ~fr 847, g5
v--v- _J-~~ _$r _ _ _ ~R9P6~5E~ 30" FES X95
=f Y ~ S S _.Y A ~cl~ - ss S SS _ ~ - ~ 95 95 STATION ~~Ap qEC~
U7 5~ ~ r - S INVERT = ~~.~A~ 8g1. ~
Q ~ 53 ~~I
w~--
J s Z'~
f~; _ - \ A
- ~ T er
Rj T :'r.~
Z ~ _ ~ "i~~J•.- is
R=30.0' ~ ~ H . ~ ESSI
E E E SEAL '
_J ~ C`~ _ y o . 2 BRICK ~ i° 18051
2 0.00 AC SIGN ~ 1 r9 B .92 nC I ~ .92 AC O
PCR ~ 850. i9 m t~'~ ~ v`-~ e 3 O •G ?
L PTR = 853.28 ~ Q .X29 3 PR P ~ /13450 PR POSE EXIST NG H DRANT
TION 2+66 51 R CATC BAS ~ O / STAT ON 5 +75. i FE RT 9 NC T S *840 01 /1!11411
Q TRPN ~ . oo nC Z ~ 857.32 / CST AC#1 1•HYD ANT PER a T ACTION 56+3 .24 ~
2~ I' nl 0.64 AC SE 0 E 45 68.2
20 ' 1 ' J D 0 EX ND 6 HYD ANT G) ~ NV 0 8 4.73
m ~ ~ 8. 20.. 1 ~ ELEV 85 .70 ~ f
~Fi9PA6~E~ CATCH BASIN o.'a ~ 3 8 NCDOT STD~840. 01 ~ ;--Dpi--~-.-~q_ . 8S TCH ASIN 92 50 92 NCD _ ____STD 84Q.._ i f NC T
O STATION 52+65.24 ~ ~ ~ FOR THE D Ea D T CaTE STA ION 4+74. 4 ~ ACL 11-6 4-B-8 7-2 ~
89 TOP 853.50 I ~ j i i ~18~ F~EVOCABLE FA INV IN 849.58 ACL-11-684 INV OUT 849.50 ~ w i I ~ ~e D . B .4561- 4 i i s 28 D. B. 2991 47S ~ ~ `--fl~: 8-:-5~78~-P GREENSBORO K(#lEAN UNITED i ~ ~ r D. B. 5276-P METHODIST CHURCH S 1 _E FA LY T UST ~ TO 86 .81 D 517 -PG. 182
1-684-B 6~ 4 ~ I BOUT 85 .~i / .B.3 54-P .389 CDOT /W
2991 PG.2 ~4 / 4903 HILLT P RO D / IRM 01 YMD1131 CXWA= Q
`78~-Pt3~: 1f~28 W ~ --49S ~ I ~ ~ 1•~Oa-b32~9y9
'76-PG . 1031R ~NCDO r ; f ~ /
/ACL-; 1^684: B_8671-3 ~ I ~ ~ i ~ 1 /
ACL-11-684-B-867-88 i ~ i 4907 HILLT PVC STA 50+76.98 O.B.3893-PG.1548 ~ iILLTOP ROAD I ~ • • 1 .
WAT R AN SEWE LAT ALS ~ COY ~ rid
TRACT 1 & 3 I PVC ELEV 846.86 P.B.23-PG.24 ~ 49 5`.kl-I TOP OAD NOT EEDE THES PRO RTI
PvT STA 52+26.98 DoT s & 2 ~ ~ EXISTING wa~~a a~vo SEWE~ BST POL BST POLE D KE PO R POL BST LE N C D 0 T C06 Water GDOT Traf iter c 73-2033 Graf 73-2506
PVT ELEV 851.74 D. B. 3278-PG. 142 NCDOT R/W esr Pope LATERALS THE E PROPERTIES 2e~os'A 53+28. so , 5+35.9 ~ 2e. os Ar 8.19 - - 3183 RT Ji l f 3-2094
PVI STA 51+51.98 ss+eo. s~ PVI ELEV 849.74 31.42 RT U-2524 CORRIDOR ~~,~'lf C06 Ma r Tanka r r 73-'39!55 ;s r
DESIGN SPEED 50.0 S8O 6DOT S s 73-2569
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REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT IAUTH. DAT BENCH
.NCH MARKS SOB N0. P -3750 CITY OF GREENSBORO
ROADWAY 2003-03 YATES CONSTRUCTION 4-27-2007 11-11-1998 DESIGNE012/31/2001 BY DHA EN GINEERING DMSION
SEWER CONST. CHECKEDSURVEY BY ALS HUTOP ROAD S.R. 14eA BY I ADAMS FARM PARKWAY TO SHEET No.
WATER 1424)
8 OF 10
SIDEWALK 2003-03 YATES CONSTRUCTION 4-27-2007 11-11-1998 __SCALE: 1" = 40' VERT: 1" = 4' APPROXIMATELY 1300' EAST OF STANLEY BOA ROAD -

STATION ~-~T~ 58+10.82 BST POLE COG POLE COG POLE 57+33.8! 57+47.28 58+16.49 TOP s 87~ . 28 A .82 LIGHT POLE CATV POLE
92.53 LT 37.80 LT 40.59 LT INV OUT s~(~,~ i f'R8P99EB CATCH BASIN NOTE: FOR STANLEY ROAD 61+78.39 62+33.23 37.87 LT 36.17 LT CATCH BASIN O 20N CONTRACT SHEET
I N F 0 R M A T I 0 N SEE ~P~R9P69EB 15 " FES ~ 105 106 NCOOT STD*840.01 108 f~R9PAfiEB MANHO CONTRACT SHEET 105 STATION 63+75.33 STATION COG STD #400 6 INVERT 873.03 TOP $6-85875.85 STATION 6+65:- 16 OF 47 INV IM = TOP = $~5r6687 INV OUT =~87i.20 IANHOLE DONALD L.BRENNEMAN 14 OF 47.
O NCDOT STD#840.01 ~R9P69EB CATCH BASIN and wife GO~~ 7.43 MARILYN A. BRENNEMAN
~1i9~ EXISTING SANITARY 97 STATION '~*~±~:~?57+g5, 7p NCDOT STOf840.01 SEWER MANHOLE TOP TOP =969-~9 867.gi 96 STATION S~M~~r358+45.77 TM 540-7-i
AS A CASE I ADJUSTMENT. INV IN ,~965.21 TOP = 8~r2A 872.59 ~8~ • ~ D. B. 3675-PG.1372
EXISTING TOP: 869.07 INV OUT =e8~~~30 14N INV OUT 86~-4'3868.79 P.B.57-PG.53 LOT i24
TOP• 868.10 I ~ BAUC~_.P. u.ExY STATION 57+03.00 ~ ~ • I ~ .----~N 540 6-7 EXISTING WATE~
~ ~ I X ~ X Q.B.47~ - P6.987 6 SEINER LATERALS ~ ~ ~ - - 4899 CHAUCER DRIVE
LOT 131•.. ~ i~ ~ 18N 19N \ ~ 1 ~ i6N ~ - aqd MifeL SALAH M. JIAEH THOMASINA M. McKOY ~I ~
~ W X ~ ~ ~ ALFR ~ H 6 WAKEROBIN CQURT 1~ ALFRED D. Mc6ILBERRY~ VANESSA C:;FOODRELL 1 and wife TM 540-6-i
and wife TM 540_g_g / MIC ~T ~_J2UDEH ~ ~ P B EkIST LORETTA S. MCGIL'$F}1RY D.8.3760-P6.1909 D.8.3764-P6.~ LOT 125 'kISTING ~ 108A
~ x ~ _ - BOBBY L. MINOR and wife ~ ~ ~ MARGARET A. MINOR TM 54Q-6-5 P. s.58-PS.37 A 6t MH/ P.B.s~-~.~` T 8 AD D.8.4095-P6.28 : ~ LQ~fi 127 f~fl8P9$~ f MH/VAU ~
~ I ~X ~ TRR ~ 873.20 / TM 540-6-6 D. 1 -..___.p.B.2859-P6.337 ~ P P. B,~-P6.37 LOT i26 ADJUS O
OT !29 4 UCER DRIVE B OTH ~ / 4903 CHAUCEA DRIVE a.~~ ac 4~1 HAOG`~A- IVE 1~ OTHERS ~
O ~ III O AC N~ZJ LOT~-i'30~..._ I 3 3 ~ W ~ PTR * 875.55 ~ ~ 0
O i 1 o I~ ~ y~ W 5 NAKEROBIN COURT NAC~OBI IAKEROBIN ~ ' g ~ PCR fi 876.06 ~ o COURT ~ ap = I i~ I ~ ~ o Q N
PCR =X7.39 ~ .y ~ X I Y ~ Y m I y 108E '
? Q W 0.23 AC I X ~ Q 'e 180.00 FT TAPEq ? CHECK DAM ~ a X
_ ~ ~ ~ 0.42 AC ~ J~¢ ONN W' AE11 ~ CiQC7 S~ 1~6 .25 AC ZI 25 AC Z~ V h`
EXISTING STS: 1~7 H~ SWIMMING 681P26 X11189 Z w a ~ ~ 108A ~ +
T C ~u r o+~n r W~ POOL x' ~i~s~rI~ ~ TRPN ~M E%ISTIN6 ' CK X a e
~ - DISr~ 880. SO ~ t~ pIT~-ITE m ~ T' EXISTING s 30. OIL I~ f f0 ~ r^
F' ~ ~ cc sT . ~ t i 24' RCP ~ ~ W
\ H` C-
~ U B - - - . ~ ~esr
-s ~ 5.15
F-~ ~ _ ~ ~ RAW Ili ~T S~ STUMP ~~TA~ I '~~"'r~' v -v-~v--vv--v~-v--v--v- Tv--v--v- m _
- - - - HILLTOP ROAD CURB & GUTTER -v Y- v- 108 3 68 O ~ 'PR9P99Ee CATCH BASIN
CURB GUTTER - Cn~ REMOVE REMOVE o 59 REMOVE 6O 2 C RPN ~ w NCDOT STD 840.01 \N SARp
12" RCP 12" RCP 15` RCP 0 61 A 62 iEMORCP 64 65 ~ w ion iN~ s ~ e~s.6~ EROSION CONTROL LEGEND i • ''•FESSI .
_ r1 F- -~---J`---~- ~ w - --J`---~`---'~ Q ~ RETAIN EXISTING 871.67- SEAL r
r~n ~ ~ AT&T AT&T - A~~T AT&T T A W W FOC FOC FO ~ F W 15" PIPE STANDARD STORMWATER INLET W ~ = PROTECTION MEASURES 18051
O "'~.J J Wr^ COG STD ~ 431
•~f:.• - - - - '\i.:`• _ e~~y
H w E_ - - - PR9P99EB CATCH BASIN STANDARD STORMWATER INLET - NCDOT STD 840.01 ~ = PROTECTION MEASURES
w i~~ TOP = 9~#~4 875.8! COG STD 431 //~~~~llllllll\\\\
L ~ 10 ~ b .,zZ ~ .z .8 .8 H TRPN ~ zti ~ y 90 y ~9 ~ g Z ~ ,0~ ~b ~ ~ of of z INV = 6~4~a4 870. ~
871 38 '8 ry INSTALL ON EXISTING STANDARD TEMPORARY
zi zr ° flE S T 0 0+00.00 STANLEY ROAD MO ~ U = EXISTING H DANT = STAT ON 57+73.95 HILLTOP ROAD FA U STATION 57+16.68 T { MOVE 9.65 FEET 8A K F OM fl EXISTING 3/4" BLO OFF E ISTING HYDRANT STATION 61 32.31 RT ~ EXISTING HYDR NT AT STATION 64+5i.i2 RT NOT ~-I 24' PIPE 64+~S9.6p _ STONE DITCH CHECK
MOVE 11.53 FEET BACK FROM TO STATION 64+90 RT. ROVIOE 12 X 6 T.S. & VALVE INSTALLED ••oi 1 9 I ~ - COG STD ~ 432
FACE OF EX STING HYDRANT LOCATE HYDRANT AS PER OG STANDARD t1~101. ~ „airn o IW PR6P99EB CATCH BASIN X109 UNLESS OTHERWISE NOTED ~ Z NCDOT STDf840.01 STANDARD SILT FENCE O
flRAlz ELEV: 879.28 ~'R9P99E-~ ELEV: 875.00 g I .a O STATION 6~+A~: A2 ~~6.04 f~~/yy~ -
Z ~ I'- FACE OF EXISTING HYDR NT IN METER BOX i . 0_'., BEHIND ~ 54S i4S 55S 56S ~ ~ePAfiEe - ~ U i09 TOP = 8~6-A5 87~.~p - COG STO ~ 430
ELEV: 870.72 P OPOSED_..CURBLINE~; I PEGGY W. SMI Q ~ .S. ,4TION 57+41.54 RT ACL-li-684-A-86 51S ELEV: 871.54 D. B. 3907-PG.5 NCDOT 53S Estate File 92- ~ CL-li-684-B-867-1 52S ~ RALPH E..SETZfR P•B•19-PG.1 D.8.5050-PG.26! RALPH E. SETZER'~: LTS.71-74 W. SMITH I PEGGY W. SMITH I PEGGY W. SMITH I 24" RCP E INV IN =
{4-A-867-33 ~ ACL-ii-684-A-867-32 ~ ACL-ii-684-A-867-31 ~PRAP~A6E~ 60' D.M.& U.E. ii8 Q INV OUT =86~ 869.90
i7-PG.507 D.8.3907-PG.507 D.B.3907-PG.507 (CENTERED ON PIPE ALIGNh~NT) le 92-E-35i Estate File 92-E-53i Estate File 92-E-53i 57S PROPOSED 5' T.C.E. PR9P99E~ CATCH BASIN YOU DWI COWAM
9-PG.12 P.B.19-PG.12 p.8.i9-PG.12 PEGGY W. SMITH NCDOT STD 840.0! 1-~0~632-~9~4?9
71-74 LTS.68-70 ACL-ii-684-A-867-30 STATION 6~1+5~-99 6q+g i . 07
I D.B. 54-PG.388 NCOOT R/W ACL-li-684-A-867-35._...------~-ACL-ii-68~=A-867-34 & 200-203 ~ ~ o - n_8.439~1-PG_ 1?OR i0-203 & 197-199 LTS.64-67 D.B.3907-PG.507 ~ 193-19fi _ - i 18 TOP X59, 874_ 28 . _ I Af Iw ..w.....J
-J ~ 0 HILLTOP ROAD I u.o.~~~l rv.icvv ~ '';p.8.19-PG.12 ~ I I tstate file 92-E-53i
P. B.19-PG.12 ~ LTS';.7.5-78= & 204-207 LTS.79 & 208 P.B. 19-PG.12 INV IN W (24") =.8 868.92 INV OUT =869~r2A gam, gg ~o I ueeft
- I ~ 4831 HILLTOP ROAD ~ ~ LTS.51-63 UPON SITE STABILIZATION & 180-192 REMOVE SEDIMENT TRAP WITH ~ PROVIDE DITCH CoG water Water c 73-2033
~ 4829 HILLTOP ROAD BAFFLES ARIPPRAPEPAD CLEANOUT TO GOOT Traf Tr a f 73-2606
COG :P LE DUKE POWER POLE DUKE POWER POLE DUKE POWER POLE 22 ~ wX 2r..1' ~ L X 18" thick ESTABLISHED POSITIVE B MANHOLE coy/~uiif DRAINAGE 119 STATION 4+79. i'S CoG wat r 'Gu i l f 73-2084 Wat r 73-5855
57+ .p2 7+90 fie; COG POLE 5g+02.88 60+62P08ER POLE 22 3 RT .00 RT. 58+07.89 lLE 60+64P03ER POLE 27~69~RT 62+35P63ER POLE d (50) s 9 ~ DUKE P DUKE POWER POLE INVERT = ~~8~. ..~0 Tanks r 64+46.23 GDOT St nks r
8 A O 22.76 RT 31.92 RT 30.47 RT 29.39 RT 26.75 RT 64+46. 28.23 28.23 RT st 73-2569
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61+00 62+00 63+00 64+00 6'5+00
REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT RUTH. DAT BENCH :NCH MARKS .1oB No. P -3750 CITY OF GREENSBORO
==ROADWAY 2003-03 YATES CONSTRUCTION 4-27-2007 11-11-1998 DESIGNED 12/31/2001 BY DHA ENGINEERING DPMION ou
SEWER CONST. SURVEY BY ALS HH TOP ROAD (S.R. 14 CHECKED BY ADAMS FARM PARKWAY TO SHEET No.
WATER 1424)
SIDEWALK 2003-03 YATES CONSTRUCTION 4-27-2007 11-11-1998 OF °
SCALE: 1" = 40' VERT: i"__= 4' APPROXIMATELY 1300' EAST OF STANI FY Anen Rnon 9 10 -

f~R9P95EB CATCH BASIN f114 / DUKE POWER POLE 69+03.98,.-~- ' MST ~9'1T'Y
i 14 NCDOT STD#840.01 fgg , 37 30.08,.L~ DUKE POWER POLE CONTRACT SHEET
CATCH BASIN TAP s ~"8~ ~ 24N N EXISTING w~,TE~ 71+37.x3 ~S and wife ~ SEWER LATERALS 34.46 LT 15 OF 47
116 NCDOT STD~840 : 01 877. ~J' 1 JOHN T. POTTS and STATION 5+17.8! EXISTING / ~ NANCY P. POTT TOP $~#:~89 PAVEMENT FROM ii4A R~ DROP INLET TM 540-7-5 POTTS ~
NCDOT STD . #840. 1rJ D . B .3465-PG .18 874.76 STATION 65+00 TO TAP s EXISTING WATER ~ P.e.59-PG.as ~PG.1891 ~ \ 26N
STATION 66+25 ~ SEWER LATERALS L,f3'~'•, 140._--'" LEFT SIDE ONLY +9.13 -PG.49 2gN i D. H. GRIFFIN. SR and wife 140._--~'"'•. MARGARET A. HAYMES / MARYLENE F. GRIFFIN Ctfy of round 1 ue~Fs
TM 540-7-6 TM 571-2-20
D.B.3600-PG.1057 D.B.4636-PG.20 COG Water c 73-2033
EXISTING WATER 23N 4807 CHAUCER DR ~ SEWER LATERALS LORINE F,_••McHONE ~UCER DRIVE. P • B • 59-PG . 49 LOT 141 6DOT Traf 73-2606 ~r~='~~ COG/Guilf 73-2084 1^~
- 22N ..540=7-4 ~ MARIE S. BROWN ..D~:8.3193-P(3,.850 d9f EXISTING SANITARY y~ p(ISTIN6 SANITARY COG Wat r 73-5855
TM 540-7-3 P.8.59-PG:~.49 \ ~ 4805 CHAUCER [IF~IVE i ~ ~~E T~ SEMER MAI~IOLE TOP AS A CASE I ADJUSTbENT. ~g A CASE III ADJUSTMENT. Tanks r
D.8.2896-PG.559.. LOT 139`, ~ :,,~'~~y~b.''~.. ~ EXISTING TOP: 982.80 EXI8TIN6 TOP: 883.77 ~ : ~ ~M~! TOP: 882.80 TOP: 863.70 GDOT St 73-2569
- KEVIN CiNHARRIS _._.LQT~ 138 ~ 4809, CHAUCER DRIVE, and wife ~
20N 1 JA TMT 540 7A 2 IS co TRPN90 STATION 70+43. i2 _ STATION 71+39.3! ~aT~db' ~ 883.29
DONALD L.BRENNEMAN D.B.37o6-PG.1315 ~`~~4811 CHAFER DRIVE~~: X ~ rn P 5T0,~6 ~ST AL ~ O
and wife ~ \ tlw~ ~.i~ P . B . 59-PG . 49 Eyt15~,TN MARILYN A.~RENNEMAN LQ.T--'237 A e~...-
TNt"'540•-7-i - - X F~ x
D. B. 3675- .,G.1372 4815 CHAUCER DFIIV p~pgpg6~ 15' FlCP ~c~ ~ 7 O rV v
P.B.57- .53 LOT i ~ i i4A ` o cAt ~°ED' Q ~ ^Nti~ EROSION CONTROL LEGEND
J
~ ~TA~- 0.97 AC \ p~E~52~- I • _ __V--v--- V STANDARD STORMWATER INLET
St~ 4899 CHAUCER DRIVE 11 X N ~ 114 - ^ - ~ O ~ O PROTECTION MEASURES COG STD • 431
~ ~ ~ ; Z ~
H t / ~ ~ I J EXISTING ~ S ~ ~y~'~ STANDARD STORMWATER INLET = PROTECTION MEASURES
~ 18' RCP ~ ` v COG STD ~ 431
3M~CMP _ w - ~ - mo ee ~oavEO~ _ iS RCP a$ 7 = .I ~ S ~ ` EXISTING 12.. WATER N 1 110 STANDARD TEMPORARY
~1 i i6 ~ ^r s' -.r p-0'M 68 0 18M~C`MP- _~I STONE DITCH CHECK
COG STD ~ 432 gs UNLESS OTHERWISE NOTED
~ 2 y ~ _ STANDARD SILT FENCE
ZL , s-- H ~P F C COG STD # 430
V nJ ' T X1,5„ a ~ ~ I - 6 _ s soo ~ ~
TRPN 'o '~1 (7~~~~ ~ff ~ ~ ~ EX~TI ~ 879.57 ~ / ° 8" ~ ~ N ~ 112 i.5o ac ~ / ~ ~ \ ~ ~ ; 1 ~ S . 9B AC I (~j ~~i STING 1
6 F~ 1 ~;~B~P
12 ~i o. ~s nc o g ~ / ~ \
6 s- F .t:.;~- E 1 1 i3 ~ ~i ~
"RCP 18" RCP / ~ o ~ 13
~ 12 1 aM SEWER MH ~ TRPN
a EXISTING HYDRANT ~ ~ ~ ~ ~ !10 XISTING STORM SE ~ ti STATION 69+44.48 / STATION 71+20.74 ~ . 74 eas . o0
~OZ ~ ~ 1 6.. TRPN k PR9P96EB 24' RCP ~ 115 879.95 ~ 0.51 AC r~VrQ-JL~ t C ~R6P~AvE$ CATCH BA IN i 7 ~ TO SQATION 69+21. 9~~f~''"~T ~ !!2 ~AT~H. ~ASThF-~-._„ TOP ' 881.82
NCDOT. STD~84O . ~"i (AD ~ DIP W~]'l~ 45...-~~BEKIQ) STATIdN 69+10.74 ~ f~Fi9P66E~ DROP INLET
~ t ~LEV: :---875.76 I TOP 9~'9-z'~9878.59 ~ 1ilA NCDOT STD. X840.15
rt1 1 i7 NCDOT STD#~840.01 24 RAP i i3 ~ V' CATCH BASIN-~~ TOP = $~9-~5 880.30
a.2, A~ STATION 8 CATCH BASIN NCD TOP = $~#-~5 6'x+18.10 ii5 STA ~ NCDOT STD~840.01 ~ TOP NCDOT TD#840-:O~i~ ~ 'EXTSTIN~ WATE ~ SEWER INV OUT 9~5A877.6'S
TOPTION X9368+31.20 LATERALS THIS PROPERTY - flpgpg~,.,~ATCH BA$~IN
874.26 STATION ~~~4~~67+00.45~ i~ i NCDOT STDf8A0~.-Q 1 8~ 71 6i~ UNITED6CEREBRAL ~~..$TATION $9+96-~~4 ' '
O ~ TOP ' 8~fr~9 876.16 O ~ 58S ~ PIEDMONT CHRISTIAN CHURCH. INC. PALSY HOUSING OF
SARA L. PIERMAN ~ ACS--it~684-A-867-25 CENTRAL PIEDMONT. N. C.. INC. TOP = ~9~r~65 69+97. 12 ~-~~-~"D. B. 3603-PG.2145 I ACL-ii-6A4-A-867-24 8~ ~ ~2 /
\ ACL-ii-684-A-867-28 59S \ D.B.2855-PG.741 JONATHAN G. HOLDEN PI P. B.19-PG.12 ACL-11-684-A-867-27 ~ LTS.47-50 D.B.4475-PG.2095 P.B.19-PG.12 ~ 0.8.3600-PG.1O74 ~ PI 6EDMONT LTS . 36-39 P . B .19-PG .12
CHRISTIAN LTS . 32-35 Imo. & 166-168 I & 163-165 / 63S / , CARO'''B
1 & 176-179 . . ~r~ ~ ~ ~ r~_~~~o~_~_oc~_~o _ HILDA M. UAVIS 0 c-
Q ~ ~ 4817 HILLTOP RD r LTS 42-46 c ~1 D.B 381 " "`^-^-w• 1 4811 HILLTOP RD ACL-i i-684-A-807-23 D.B.381f-P6.1503 4809 HILLTOP ROAD 0. B.1785~-PG.530 ~ O O f•• Y i
~ ~ITM CUT WOOD INT.O---MANAGEABLE & 171-175 P.B.i P.B.l9-P6.i ~ P. B.19-PG.12 \ f SEAL '
ACL-i -A-867-30 1 LTS ~ LTS.40-4 pI 6g+96.23 LTS. 29-3! & l69-l70 R= 685.50 DUKE POWER POLE ~ & 160-162 • 18051
D.8.3907-P6.507 LENGTFi~~~~A'I~ ~EA~~/E ON SITE X1815 HILLTOP RD & i state File 92-E-531 FOR PF30PER7Y OWfyER 1 ARC= 357.54 69+08.64 •
P.e.i9-P6.i2 - PAO~/IDE WATER LATERAL LTS.5i-63 EXISTING WATER ''LATERAL 9ll14E'POWEki POLE._.... CH= 353.50 29.87 RT /EXISTING WATER 6 SEWER /DUKE PowER Po~E CH BRG= S68°06'16"E ~ LATERALS THIS PROPERTY ~ EXISTING WATER 6 SEWER- ~i+38.00
& i80-i92 ~~.THIS PROPERTY -~~~"3s+84'RT FQR THIS PROPERTY Dc= e°21'29" ~ ~ LATERALS THIS PROPERTY 2.00 RT
7AN= 182.94
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00+00 67+00 6e+00 69+00 70+00 71+00 72+00 73+00 74+00
REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT IAUTH. OAT BENCH 'ENCH MARKS SOB N0. P - 3750 CITY C)F GREENSBORO
0
ROADWAY 2003-03 YATES CONSTRUCTION 4-27-2007 11-11-1998 DESIGNED 12/31/2001 BY DHA ENGINEERING DIVISION CU
SEWER CONST. SURVEY BY Ass Fm ~LTOP ROAD (S.R. 14.4 a
WATER CHECKED BY ADAMS FARM PARKWAY TO 1424)
OF com
SIDEWALK 2003-03 YATES CONSTRUCTION 4-27-2007 11-11-1998 SCALE: 1" = 40' VERT: i" = 4' APPROXIMATELY 1300' EAST OF STANLEY ROA 1 10 10 SHEET N4. a Y ROAD