20051741 Ver 1_Site Plan_20070911

* - * - ADAMS PROTRACKIMG PRUJEGTS PU3 PAGt 1 - 7/1U/ZUU7 - 11:13
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CONTRACT SHEET
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BE-FORE YOU DIG!
CONT STANDAR CI ONTACT ONFTCALL CENTER
1-800-632-4949
kRD TOPO SYMBOLS
CITY OF GREENSBORO
ENGINE m m 46INEERING DESIGN DIVISION
LOWDERMILK ST. LOWDERMILK ST. Existing Manhole i/8• p ~
B* (labeled) 0
w w w 3 Proposed Manhole i/8'....: cn > rn
H ~ ~ ~ Telecommunications Manhole Nanhole 3/8' (la0e]eC)
4 EASTON
a _ ~ ~'9 q z ROAD Exist. Curb Inlet 5/32'-5 a ~a ~~9 'c i Prop . Curb Inlet 5/32"-5/ HAZLEWOOD DRIVE ~ ~ Telephone eaoth 3/is~-5/1 S 32'-5/64' m
m H ~ 6'-5/16'
.s ~'9cc.. ~Y~ccT Exist. Telephone Or Power Power Pale 3/32"....... so* -O
~ v F c~' ROCKERY ~ ~ nom..
1 0 6RICKEA STREET w 2G y Prop. Telephone Or Power ~ ~9 City Of Greensboro Signal Power Pole 3/32"
/ ~ r ~ w 6UERRANT STREET ~ Signal Pole 3/32" (labeled).............. coa
/ ~ y >
w u' a d ~ ~I.WE~-~- Guy Wire 3/32' . J' 1 ~ A~~~y~}~ Exist. Fiyd~ant 3/32"...... O
/ f%r w~ ~EE7 a r z Q ~ . Gym J Prop. Hydt^ant 3/32".......
r. ; ~ /IIl'li r - ~ • ill; U 111 3 ~ W ~ 9y Water Valve 3/32' (labele = 9 Traffic Engineering Signal i labeled)
b . r Fes- ~ Q U (1 S88~!'9 Sii~1' IO S~'~' 11 SABB!' 12 z (~~~p~}.~ ~
y . ~ v~ Signal Box 5/64".•......00 0 r..........w. Dcw
1 ~y , a .,r~~J• .l~/i-~~ , ii r ~ i;- . ~ ~ ' G`~.ryrv i ..r f~,~ r ~5,~ ~n~l l4 ~ IS ~ ~ Gas Valve 3/32"...........
:y' ~ I , SI~T16 i~ Grate or Drop Inlet (O.I.) (D.I 3/32".•••••••?...0 ?.0 0 41 0 •0 .0 .0 9 4 6 ~j
~ ~ i I~ ~ f ~ ~ f ' ''r~"~`y ~ "`%jf ~ ~ Right 0f Way Monument 3/3 Iron Pipe 3/64' nt 3/32"..•
% ty % r raj ~ f .,r % ~ r ~ f~~ w / • • • . • • w • • • • • • • • • • • • • • • • • • • • • • . • • • . • • . w • ? • 0 UP
~ ~ ;~.i //,%~~i~' y i~~ i/f ~ / t ~ i . ~ ~~.Y' H ' i ' /rz;~! ~I ~j.•'r ~y,~fam/ % i ~.i . 'l~~ ~ ~ , /r s Meter 5/64" • • • • w • • • • • • • • • • • r ? ? • • • A ? . • . • • • . • • • . w . . • . • IED
m ~ . ~ ~ 'r / ~ i ~.r'.c Q UY
.r, ~ z .1.' •~i.• r/ Q . f~ ',~~~r.,;~ A/' % . Electrical Outlet 5/64" (1 ~ i .~i 164 (labeled). . 4 a 6 * 4 9 a * 0 9 a a W a 0 4 &FECT.
~ ~ rn C~ Z Q ~ z ~ U :~>.~/~..-'~•.%y . i . ~ ! • i °D Telecommunicat on Box Or Pedestal 5/64" (labeled).........
a m ~ ~ ~ _ ~ ~ j ~ Exist. Precise Traverse P Z arse Point 7/64" (labeled).....?•.•..•.¦.
CHAVIS Si'REET ~ D 0 10" Dr Less Tree i/4" (la o ~Nr.., y`.~~~~. t Over 20" Tree 5/16' (label 4" (labeled) . . . . . . . . . . • • • . . • . r . • • • • • • • • . • i0
4 0 (labeled) r • • . . • • • • . . • • • ? r ? ? ? ? • • w ? r • • w • • • •
J NAHN'S ~~S p Shrub 5/32" ~20? N ? • • • • • ? . . or • • • • • w • • • • • • • ? • . • . • • ? ? ? • • • • • w • • [
~ LANE E , x ~
w (PVTy SNIRLEy LAN ~ ~ Clean Qut i/i6"-i/32" (l Light Pole 3/32" (labeled) (labeled).?w•?••••••r•rr•?•????.•w•.• f1c.0.
b e 1 e d ) . . • • • • • • • • • • . r r • • • • . • • . . . . . . . . . . . . D VOT
G ~ 3 ~ `~~Ol Wheelchair Ramp (City Of ~j~~ ~ ~ ~,L~~t t~GA Control Of Access Line 5/ ~'t V,S P;~~1{ a A;E~ gF~ ty of Greensboro Std. #418) E~)
ine 5/ 16
L~F~~s~~,,,~~t~i?"~' Exist. Water Line (labele Prop. Water Line (labeled) labeled). ? • ? ? w . • . . . • • • w . . . . . • • . . • ? • ? • • w,....w...~.W...w~.....
p b e 1 V d ) . . ¦ . • • • R N . . . . . • • . ? . r ? . w . . . •
~ Exist. Sanitary Sewer tia 0 er (labeled)??w..........w..w.•.?.....¦.. ~S5
Prop. Sanitary Sewer p ab Exist. Right Of Way....... r (labeled) '1 4. 'p 'p 'r
• • A • • • • • . . • . • • • w . • • • • • • • • • • ? t . A • . . • w w • • •
Rroposed Margin........... • • • • • • • . • ¦ • ? • • • • • • • ? • • r • ? • • . . • . . . • . • r • • . •
b Easement {labeled)........ • • • • • • • • r . • . • • . • . . ? . • . ? . . w . • . . . . • . . . • • . • . •..w "no "Nap
Temporary Construction Eas ion Easement ? , , •
Exist. girt Street...,.... • • • . r • . • • • ¦ . • • • • • . • • w r • • • • • • • ? • ? r • . • • • . •
Z" = 400' Exist. Payment.. I. It • . • • • • . r r . • . r . . A . • • • . ? w w w w • • . • • • • • • • . • • M.Mr MYIr Uw.
Exist. Curb (labeled).....
Exist. Curb & Gutter flabe (labeled) ?•••..••¦..•••¦•w••r«?s••••«s? .r........
Prop. Curb & Gutter (shade (shaded labeled) .•.....r.......?M.?Nw•
Survey Line • r • • r • • • ? s • • • • • • • • • w • • w • • • • • ? • • • • • • • • . . • •
Slope Line c F • • • • • • r • r • • • r . • • • • ? . • w • . • w • • • • • ? • • • • s w • • • • r~~
S ET E~~ Center Line ? w • . • w • • • • w • . • r • • • . ? • . • ? ? • . • ? • • • . • ? w . w . • •
Exist. Storm Sewer (labele (labeled) . . r . . • . . . . . . . N . . . w . w . . w w . . . ? . . . . C
Prop. Storm Sewer (labeled I a b e l e d) . . . . . . . . . : . • . . , . . . . . . . . . • . r . . . .
M~~O ~O~ Gas Line (labeled)........
• )~~ER
• S~~ET d. ;NE NOTES _ Transmission Line & Tower. Tower . w w
• Underground Telecommunicat nunication Cable (labeled) . • • ...........~T
~J~~~J~ ~ Underground Power Line.... i ne ? • • „p,
S~~ET 7 18. F rPICAL ECTI • L L1 Fence (l apeled)...........
• r • • • • • • • • . • • . w • . . w . . • • . . • • • • • • • . . ? r ? ? ? ? • •
S QNS SHEET 19. B L ~~~0~ Railroad Bridge (Prop. Solid & Exis & Exist. Broken)
~ T O TT C Cuic~rr ~n ~ C ~~T~_ DT ~ ~T Box Culvert (Prop. Solid & ...~~tuiirru,,_ Solid G Exist. Broken)
1.711LL1 T LLi BID DATE: 10/27/2005 J 1 t J • • ,?,Y ~,7111.iL' 1 GV-GJ . ?J l.r Guard Rail
l - Hedges es Or Bushes (labeled) ib e l e d • ? • • ? • • w • • • • • • • • • • • • ? • • • • • « • • • • ? •
• ~Woods Line....... • • ? • • • • • • • • • • • • • • • • • • • • • • • • r • • s . • ? • r • ? . •
4N I-San
• r Exist. House *AIW
f} 0 Temporary Silt Fence...... . F, S vwww
Erosion Control Device C0 / c tit .J - tce (COG Std. No. 215 & 432)
f ~ 1 1 ~ 5tormwater Inlet Protectioi ~t 1 t~ 11 t itection Measure (COG Std; No. 431)

* - * - ADAMS PROTRACKIMG PROJECTS P03 PAGE 1 - 7/20/2007 - 11:13
FIRE HYp, S7A. 38+04.19 PDP STA. 38+11.40 POP STA, 39+31.8A OS 9.79 BOC LT OS 13.67 BQC lT O5 7.96 80C lT CONTRACT SHEET
POP STA. 36+41.74 OS 15.52 BOC LT 74 ~ EIP ~ r EIP EIP EIp ~P EIP EEp LT r OF 2 5_
SERVE INFURMAl1QN - S tow ~ DIRECTIONS FOR INSTALLING 54' NCP & STATION 37+44
ui ` ~ 2iW RALPH M. DOY~, JR ~
Not to be copied a dlsMbuted 7~"~"'~ Z o f KEITH R GANION ( ~iRlS BOYD I 506 SIN BLYD. , KEM~ETri U.~ 1. CLOSE FRANKLIN BOULEVARD BETMEEN HOPE VALLEY LANE AND HEATH STREET LIMIT THI5 CLOSING TO A MINIMUM AMOUNT OF TI1~. TRET.
without fhe~ oof the en ~ TM 2f0-b-4 7M 210-b-18 62.Q2 FT. AND hlIFE 5!O FRANKLkN ELYD. 508 fl2ANkl.IN BLW. TAMMY H.
Perm 60.28 FT. 6Q5 FT. - - TM 210-b~ ~ ~ 504 fltAAB:LIN BLW. 2. INSTALL COG STD. 1433 SILT CHECK DAM DOYINSTREAM OF CONSTRUCTION AR AS SHONN ON TF~ PLANS. ON AREA
City of Greensboro. ~ ~,~w~y _ ~ - - ARL~M~l~D~15 ~ ~ - - 50 FT. c o. 1--' -1 ~
TM 210-9-1b ~ - ~ j GRAVEL oRivE ~I/ ~ ~ ' - - ~ I ~ ~ ' ~ ( ' ~ ~r ~ 3. PLUG ANO INSTALL A TEMPORARY PUMP AROUND FROM PROPO5EU MH i 53A AN m sio-va ~ MH # !1. REMOVE APB REPLACE EXISTING 8' SS BETNEEN PROPOSED MH t 5 5O° AHD ~ MH #11. ONCE THE PROPOSED 216.00 LF OF B' RCP IN INSTALLED, REMOV ~ _ ~ AND PUMP AROUND. F~MOVE AND RELOCATE EXISTING SEVER LATERAL SERVIC ~ 390! HOPE VALLEY LANE. 3A AND
512 FRAI~t'J.IN BL1lD. ~ ~H t 53A AND REMOVE PLUGS
GAS LINE STUBBED OUT ~ _ _ _ I ~0 BABY OTHERSEWALK ~ I I _J I ~ 1 ~ ERVICE TO
30~ ~ L_ 1 I I _s L_` I ~ ~ ~
City of round i x ~
t nests TEMP. PI - FF1AN(LIF{ Bl.YO. STA. 35+75.34 TEMP. S COG water c 73-2033 18'L GDOT 7raf 73-2606 HOPE VALLEY I.AI~E STA. 0+00.00 TEMP. SLOPE ORAiN & ~ ~ ~ W ~ 4. INSTALL TEMPORARY PUMP AND LIB UPSTREAM OF CO~TAUCTION AREA. PU NHI.IN B~ULEVARD FLOW DONNSTF~AM INTO COG STD. /433. PUMP
TEMP. SEDIMENT BASIN ~ C1 ~ 18' L X !0' YI X 2' D ~ • STD. (838.2 I ~ ! ~ c~
ATE E~OMMAIl , I l ~ ~ ~ > ~ (f MOVE AID F~L~Y r ~ f ~ ~ ~ ~ y ~ 30..E tF O ~ ~ ~ (fametly SR 3006) 5. INSTALL SANDBAG DAM ALON6 MITH FILTER FABRIC UPSTREAM OF CONSTRUCT Af1EA TfEHEFaiE SEALING OFF FLOYI INfO THE CONSTRUCTION AF~A. ENSUR 24' THAT ALL FLOW IS PINIPE~ AROUND ALL DISTURBED AF~AS OF TF~ CHANNEL. THUCTION
COG/Guilt 73-2084 W ENSURE
COG Wafi r 73-5855 0 ~T. C&6 Fl~OM TIE ~v HEIIOVE EXIST. ~ ~ 6 2• ~ i • i~CP a ~ . NNEL..
Tanks, r~ ~ ~ GDOT St 73-2569 p !5 Opp ~ POINT T f POINT TO Et~O Id( IfADMAIl ~ ~ s2- ie > ~ gI~0E11.11LK 8~ ~ 0 6. MAINTAIN TElM~ORAFIY PU1~ AND LINE NHILE REMOVING TF~ EXISTI~ CONCR ` N ARCH PIPE APO INSTALLING THE PROPOSED 54' RCP AND CONCRETE ENDNAl.L v CONCRETE'
IDNAl.LS.
to 7. UPON COMPLETION OF STOpN SEVER INSTALLATION, INSTALL TF~ RIP RAP P - a AS SHONN ON THE PLANS. RAP PAD
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Q~'~ ~T(~~ Fes- ~~38.5 L~~ ~ E ix st. --v -v--~v- ~`~;+~v.~~.,YTY p Cl~ i5• RCP ~ Mated ne --vim v--v--v-- ~ I~ 'vim ~ E~ist i2' Waterlines l~.8 LF- --v -~'V v4! SQ if - - --v-- ~`--v- _ J t~!i 8. SPf~AO COG 5T0. #433 INTO THE RIP RAP PAD. ~-a
Q~~• ~ ~M~ I ~ 3 3 O _ PUMP, LINE,
37 ~ ~ ~7 38,,,__,,.__~.__.ti__~.__.~,_ _~__.n,_ s.__.ti__~__~__.~_ _.ti-- s S ~.__°~_.ti_ A__ 42 Z 9• AFTER ENSURING THAT THE DITCH IS STABILIZED, REMOVE TEMPORARY PtmIP SAPOBA6 DAM, AND FILTER FABRIC AND ALLOM FLON THRIXI6H THE NEMLY IN J STORM SEMER. 'LY INSTALLED
o Wz, 35 pc~sr. roc ~ 36 ~ ~ ~ H - - - - lee.
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E EXIST. ~ ~ vo R=3 ' I ~ , ~ WHOP. 5' ~z ~
IN.ET '`I SIOEMALK p gAIB~ ~ ~ SILT FENCE ~ 1 ~ 11 Q
BEFORE YOU DIG! ~ r j ~ ~ EI o~ ~vir ~r CUNTACT ONIP-~AI.L. CENTER IIL IN ~ COG STD. #430 m b' 11 y YALLEY~ p NCOOT STQJ /~838.2i (TYPICALI r ~ 11 ~ It ~ ~ ~
TF~. SL E DRAIN & ~1 ~ DMALL ~1 ~ ~ 1 CHECK DA i ~1 ~ COG STO. # ~ TEMP; SAD T BASIN i ~1~ D ~ 1 ~ (TYPICAt ii L X i H X 2 D t 1~~ tl 11~~---- ST(1.~/432 ~ -
1-800-b32-4949 i EX STIR N 111 oNC. oat E ~ a r i r 7I TYPICALI I ~ ~
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' ~ ~ 1 L~ARION J. SQLI~S SQ,t. 5 INSTALL A' x l2.5' x 0.75' CLASS I ~ 1~ ~ ~ 1 ~ut~ ~ ~ ~ ~ AIP RAP AD YO TIE TO EX. DITCH 1 11 ~
j I ~ N I i ' e~t.l ~ ~s~8.1.Ht Th4193-46 58.1 O~. SILSTTD~#~) :1~ EXISTING 5' ~ ~ ~j~ ~ " i 4
r ~ u~ SIOEMALK TO FEMAIN ~ t , , ~ - - - - _ ~ ~ ~ - - r- - - - - - dE
L_ ~ ~L-- - - u' ~ ~ i i TCO~N~S~TI Old OT ~IP. o
a I EIP ~ _ - - 1 ~ ~ ~ 3-I~ ~-~wq-sa ~ 4 LOCATION OF PROP. AOAOMAY IroD11AY ~ ~ DAVID ~g1DRON 7
`rr~~ 1 ~ I PE. 148 I'6.5 ( $ ~ ~ ~
S ~ ~ SHARON E. KWRDN ALL }146-A-499-30 F -
- - i ' i y 1 1 `1 ~ - - - - - - - - ~ ~ L JAMES hlEh~LEY y y 1 ` - - ' - ~ AGL 3-146 A-rW431 ~r soi ~nu~w e~w. I9~1 115 Ff.
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REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH, WTH, DAT BENCH MARKS X08 No. P - 3882 CITY OF GREEN I.EENSeorio F_ o
8/21/2001 OESIGNEO 8/15/02 BY JSG ENGINEERING C IG DMSION
• 051 • ~ = I I - - D ROADNAY 8/23 S1
• f 71 "1 . y.r • ° - SEWER CONST. SURVEY BY CGM F.Lan~l~l Boul
4000 4 WATER CHECKED BY ALR 3oulevard SHEET NO. Z
• 1 PP~~(~ to o5 SIDEWALK Bessemer Avenue to Mc SCALE: It = 40' o McConnell Road 13 of 25 ~

* - * - ADAMS PROTRACKIMG PROJECTS P03 PAGE 1 - 7/20/2007 - 11:14
} ~ PDP STA. 57+71.0! ~ ~ ~ ~ OS i `60 90C LT ~ ~ ~ . ~ i ~ CONTRACT SHEET
f ~ ~ j ( ~ ~a~~ ~ ~ i ~ OF
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ SEN~ITNE INFORiNI ~ ~ Not to be c'opled or dish SY ~ TO A. 6E+I i8 ~ ~ 5TA7E OF NORTi~I GNZOLINA W 111 l~~ ~8 B~r~ ,R&%IlON ?r dWbuted
~ ~ ~ j i ~ ~uu.r~ ca~rr eon~p o~ a~ucA~nox ~
S _ _ ~ .n.. _ _ _ _ .ti. _ _ _ 1 ~ ~ ~ LoT LABEI.ED~000~NTYZL BDARD' wiitten
T ~ f ~ '712 N. ENE 5T. t ~ , 80~i.iq FT. . INSTALL TYPE M-350r EEO SECTION ~ { no t~e~w. ~m1~Ot1 O x'16 if ihe
i .i ~ ~ TE~lIINAL EEO CTION ON ~ ~ 962.3 Fr. C~~/ O'f ~P99tiSbOf / ~ TFE TRAINLI END. } ~ h~Os
i ~ ~ ) ~ } PROPOSED NCOOT STO. (842.42
~ ` I
~ i S TO ~IiD Ail I i CO ~T~ Y OAF MA OM ~ ~ STA. 57+25 TO STA. 59+20 ~ / } ' ~q LOPE DRAIN & r ~
r---~ i i ifI6H1' YARIES FROM 3.5' TO 6.0' . TE S IMENT BASIN ~ ~ 9. W X 2' D 1
r--' i ~ ! f ~ INSTALL SAFETY HA6DRAIL ALONG ~ ~ ~ PROPa6~D NCOOT I ~ TOP OF MALL ACCOF~IN6 TQ OE?AIL. ~
i t
a 1- - - - - - - STA. 51+30 TO Sl'A. 59(15 ~ 1" ~ ~ INSTALL 59 LF TO ! ~BOC c ° ~ j ~ 6 RO-OCATE 72' CHAIN LIN( FENCE IN AREAS ~ ~ MFIERE NECESSARY SO THAT TFERE I5 A MINIMM OF
~~i i ~ ~i t ~ ~ ~i ~ ~ i0.0' FROM TOE OF Fitt SLOPE TO FENCE.
~ ~ ; ~TEF~1~~ ~ I~ `f ~ ~ ~ (r' g (SEE DETAi IL ~r3 ~ THE TiIAIN.IN6 EEO. \ ~ (~ONSTAUCT C06 STD. X402 i
~L_----~ ~r ~ } ~ CUi~ IN.ET OYER EXISTIN6~i8~ ~ . 9 Fl'. ! v~ 1 cp
. N ~ ~e ~ ~~'J REMdVE EXISTING ~.--,r--- -,~------Y---,r--_.,r- ` REMOVE 2800 R INSET S / Q ~ ~ ~ 6RA'FES ADD 18 1~5. METAL ~ ~
~ / ASPHALT pRIVE M000 SIGN SIGN ,y~ p I 0~~,' -~--X E 0 BASELINE ~ RIGHT
• ~7/~4 - - _ ~ ~ i Exist. Easement / -F~ x STATION rOP OF CURB X SLOPE IEDIA c*1 MEDIAN TOC MEDIAN TOC % SLOPE TOP OF CURB
J
:h. L- 5~+00.0o m.eo z.i3x ns. ~4y 778.20 778.16 X2.20% 777.94
~s H 4 -,rte---,~ - ~,,r.= A N ~ ASPNAIT ~ ~ ~ fe CONC. - -c=.~ = ar-~ ~r = ar--v--v ~ - w Y • J!TJO.~~ /lJ.o.7 ~•~JA IIJ. 775.89 775.96 12.20% 775970
7 - ~ s• ~ain~zc I~~ ~ 58+00.00 773. t3 2.i3X n3. 773.38 773.50 12.20% 773.26
VJ u' _ _ N 771929 771.42 12.20% 771.15
~ YY cn - - _ - - - - ~ ~ 58+50.00 77!.04 2.13X 77i.
~ ~ W ~ ~ m ~ I I ~ w ~ t. 59+00.00 769. P9 2. i3X 769. 769.54 769.67 12920% 769.44
J ~~1 ~ ~^i .:r'• r.. Sea 1y. ,L'''~;~ • 1~, a L• 'itiA` ~ ~ . ~ Y . /C. ~,c ~ • ~1 ~ ~ r ~ " 'J 59+50.Q0 767.57 2. i3X 767. 767.80 767.92 12.20% 767.65
s~ T~~ w = so+oo.aa ~~.~s ~.s~ 765.99 766.12 12.20% 765.73
V ~ 72" C ~ LINK F oo NoT .:i. ~ . ~ ~ I so+~a.oo ~sa.~! 2.i~x Asa. 764.46 764958 12.20% 764.09
6 6 ~ ~ 0 LNOT RVE~ ~ ~ ~ " j? ~ 6!+00.00 763.03 2.13X 763. 763.29 763.49 12.20% 762.90
FENCE Exis . ~ ~ ~ ,rF ~a~ ~ Exist. curb inlet 61+25.00 76P.5B 2.13X 762. Pri ate ( to Remain 762.83 763.10 12.20% 762.46
PROPdSED MONOLITHICCOI~TE~ ~ c~)~ j'1l~?Li.Lr11L11~ BQV ~ '~',V1i1tL IIEDAIN NCDOT STD. GRAVEL N Nate line E c8 ~ y ~ 1 ~
w• ~ ~I T TMs ~ sEUSS (formerly S.R. 3006) . 4 I1
(SEE TYPICAL IOt~O got
END D ITHIC ISLAND i ~ U II PI -FRANKLIN BLYD. STA. 62+46.83
GRAVEL LOT a 6i+36. BO ~ i IE TO EXI C&6 j j Q~ ~ ~ w?CD ROAO STA. 0+00.40 ! / STA?ION fi aj II Exist. e"
z~ T~~ PRO~P.~FTILL COPE a STA. 59+75 TO STA. 6l+00 TEMP. SL
~ - - 1 GuILFO nECOU~rtY TEMP. SEDI ~ ~ ~ ~A~~~N GRAVEL LOT 20 l X 1 P. SL DRAIN & ~ Waterline
' l X 1 OM W X BA D~ ~ NSTAtt MPROP ~4 T RCP ~
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~ ~ 795 F7. H~ND~ ~ ~u~tr~ ~ ~i ~a-~ ~ucnnox ~MUSr
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~s i ~ ~121218-5T. vt 101~~~ A ION . • ~ v~tAn~' - teat r~wr'E ~ o O ~ ~
~ 4 INSTALL ~ MT-360 ~ LION CIN of round
~ 1 ~T}EI~TRAI~t~LI ~I~O~N ON L : its
S OG Water cy 73-2033 ww. -~w- i
r r
1 COG/Gu f i f ~ 73-2x84 COG Wat r 73-5655
w wr w~ .r r Tanks r r
PDP S 7+7 NYD. STA. 58+16.~~ P t . . P A. 8 73. 7 5 Bffi~QRB Y4U DIG! GDOT St • 73--2569
1 i~ A. + fi 90 i . ~ A HY 7 71 80C T ` OS S 8. 0 7.3t 80C AT ~ ~ i 4 4 AT OS os oc IR HYD. STA. 61+03.38 P S7A. 6i+95.12 POP STA. fit+8fi.21 CQj~J'j'A~T Qr~F,..C~jj j,C$N'j~R OS 5.04 BOC RT /OS 4.96 80C RT OS 37.47 RT 1-800-63?.-4949
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1~ . a ago WTH. DAT BENCH MARKS JOB N0. P - 3882 CITY OF GREEN 8/21/2001 DESIGNED 8/15/02 BY JsG ENGINEERING D EENSBORO F- o
4 SAL -t _ ROADWAY 8/21 'G DMSIDN N
• . 0 .r • i SEWER CONST. CHECKED SURVEY BBY CGM Y ALR F111 ~ Bouli SHEET NO, ;oulevard
l ~ ;00 ONG 0000.
r k r I k 0,p p WATER D McConnell Road 16 OF 25. Cu
/ k OS SIDEWALK SCALE: 1" = 40' Bessemer Avenue to McCi

* - * - ADAMS PROTRACKIMG PROJECTS P03 PAGE 1 - 7/20/2007 - 11:14
!CONTRACT SHEET
CONTRACTOR TO RESET FENCE P CONTRACTOR IS REQUIRE THE ARMORY PERIME SECURE AT THE END OF E SLLT FENCE NCE PRIOR TO CONSTRUCTIt}N. ~ } ' ' CONTRACTOR TO RESET FENCE PRIOR TO CONSTRUCTION.
~UIRED TO ENSURE THAT i ~ :RIMETER FENCE IS srn~ of r~~in+ c~a.~w~ CONTRACTOR IS REQUIRED TO ENSURE THAT $ENSR'n/E INFQRM THE ARMORY PERIMETER FENCE IS 17 5 RW110N
OF EVERY WORK DAY. ~~OTPROVIDETACCESSAVIAMTHIS DRIYENAYY no ~++e~-w. SECURE AT THE ENO OF EVERY WORK OAY . NOt t0 be COpl6d Of d15h1 WllhOt~1' 1fi9 A~T66S Wrt permission of the rd lsibrted ,n
a wrtffen .
TO THE NC ARMORY AT ALL TIMES qb~.~ ~r.
fft
~ i r ~ INSTALL A 14'L X 9'N x 0.75'D CLASS I City of Greensboro oro.,.r. ZN
RIP ~iAP PAO AND TAILDITCH TO EXIST. DITCH ! i.Ox ~IITN r.'
TEMP. CON5TRUC7ION 5' 80 OM A1~ ~ 1 SIB SLOPE.
F~LOCATE GATE 83.5' BEtIIt~O ~ ~ SMENT STABILI r~n~ Exsa.sYOp ~umNS.
FACE OF CURB & EXTEt~O FENCE. ~ ~ ~ ~ }
• a ~ DUKE Et~GY
STATE ~ ~ ~iAROLIPlA ( jN LIIE POLE TO 8E ~ NaA~t~AS ~N m n~t Zoa-~-2 '~Z 30 THAT T~ IS TEMP. SILT CFECK ~ 2~ ~,vc tzn. ,`QQ~' v' F i0.0 FAOM TOE p~ (C06 STD f~33) NILITY
Ito q~ w. / X i RELOCATED BEHIt~ MF ~Y ~,T 6AtE BY OTFEAS ~o
. ~ 1 . fi ~ OU'~IN6 aONSTFMICTION. ~ ~ k ~ =50' C~s6 RA~DIULL6 LOPE TO FENCE. 1 ~ •Y
a~uui. p~p~p~ ~ ~ 6RAS5 RDAD 10~I1~S ~ CONDITION
gyp. 5~ BEGIN MEDIAN TAPER fix. GRASS ~~p ppppp~p IS INSTALLED. a..
ITYPICAt.)~ $ ~o ~ / ~ ~ ~ ~ SI~OQ~iAL ~ E E - X X ~ X X E X ~ 1 X x INK FL~ x X ~IDEMALK Ste 69}!0.17 ORIVENAY E ~
o X xZ' CHAIN ~NK FENCE x x 0 BEFORE YOU DIG i w•
x x c k~.-.- Q B8F ~p ~ a?1 EEO GRASS IEO 1 ~~oo. N CONTA ---v---v--~r----v----v--v--v--v--v---v---v --v- ~ rACT ONS -
c+~ - - - ~ ss • ~ : pct 'S• 'fi::~tr.•• .ca i -s:~ :;,~,:,c . ~ r.::..~ R 1-800-632--49~49
Y"- -"'~Y Y~ Y--Y~-Y~~V--Y /
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- - _ w _ ~~Sir~~.iT~.~r~ ~ ~ ~ if?~? ~i t~ ~.~~if?~sass~•~ s~i~ssw~~~Tai i~~~ Exist. e' EI~D MQNOLTtNIC ISLAI~O B~6IN 6RR?SS i~DIAN r ~IA• - - 69 ^ W 7i s.s' ~ ~ ~ C of )f ' folJr1d f .r ~ ••r ti• 3ter c . 73--2033
w - - - - W J ~ i ~i~~~slis~~~is1Li ~ f~?~~i1f s~~~si~. s ri~sss s~~ is~a Vi
V - - - - - - _ _ ~ COG Water
Q! Ylaterline gte 66+.16.!0 Exist. Curb Inlet y?te g~+28.2& ~ GDOT Traf bra f 73-2606
i Exist. 5' to Remain SideKalk Top = 770.95 Q(ISTIN6 5' U ,a COG/Guilf T~' /?D ~ COG Wat r 73-2084 3t r • • 73-5355
B~Vl,,EVL'ilt~ ~ Tanks r :s r y' •
~i ~ 1 MFEF~ PROP. I~EDIAN MIDi' INSTALL ! C11F~iENT 3 Exist. Curb Inlet 73-2569
STD~#852.Qi PY - ~RAN(LIN &.YD. STA. 66f86.88 SIOENALK TO {iEMAIN (fOtID~ly S1L ~iT ~T ~OE~~ ARIORY DRIVE STA. 0+00. EXISTING C&6 S~. 3~ ppQpQ$~p ~g~ ~j to Remain ~ e~ GDOT St PROPOSED top = 78s.o~ ~ {SEE TYPICAL SECTI
r
TO t~MAIN o NoHOi.rn~ac carcr~ ~
IEDAIN NCDOT STD. (662.01. USf
MFEi~ ~ . I~ DIACI~NT STET ~6'A~ADE~~
BASELINE ~ RIGHT
STATION TOP OF CI~B x SLppE ME 67+50.00 774.23 2.i3X E MEDIAN TOC MEDIAN TOC % SLOPE TOP OF CURB
68E 774.48 774.70 2.13% 774.20
GUILFORD GOUNTY BOARD OF EDUGATtON fiB+00.00 776.26 2.i3X 776952 776.73 2.13% 776 w 22
TMN 3-146-~Wq3 '112 N 81GEF~ ST. 68+50.00 778.3! 2.l3X 778.56 778.77 2.13% 778.22
1218.A'f ~T. 69+OO.QO 780.28 2.l3X 69+50.00 782. l4 2.i3X
780.54 780.75 2.13% 780.15
782.39 782.57 2.13% 782.03
70+00.00 783.84 2.l3X 784.10 784.23 2.13% 783.74
70+50.00 785.2 2.i3X 785.76 785.85 2.13% 785.35
7!+00.00 787.29 2.l3X 787.55 787.59 2.13% 787.18
FIRE HYO. STA. 'D. STA. 64+44.01 94
OS 27.69 IS 27.69 RT FIRE HYD. STA. 69+62.73 OS 28.05 RT. v , -v
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U H . DAT BENCH MARKS SOB N0. P - 3882 CITY OF GREEM'c
• . • • ' 0 • edo ROADXAY 8/21 SEWER 8/21/2001 DESIGNED 8/15/02 BY JSG ENGINEERING DI :ENSBORO F_ o 'DD DMSION Cu
Oulevard SHEET NO,
1 t WATER CHECKEOSURVEY BY ALR Franklin Boiflc i McConnell Road 17 OF 25 Cu
t rr it ii CA)'05 SIDEWALK SCALE: 1" = 40' Bessemer Avenue to McC