20100877 Ver 1_Site Plan_20101020

Kimley-Horn
and Associates, Inc NC LICENSE #F-0102
4651 CHARLOTTE PARK DRIVE,SUITE 300 CHARLOTTE, NORTH CAROLINA 28217
PHONE: [phone] FAX: [phone]
© 2010
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L INTX-1 TO INTX-2 INTERSECTION DETAILS
0 r RW-1 TO RW-12 RIGHT-OF-WAY PLANS
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C~ C PM-1 TO PM-12 PAVEMENT MARKING PLAN
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Q T-1 TO T-3 TUNNEL PLANS
S-1 TO S-14 CULVERT PLANS
XS-1 TO XS-31 CROSS SECTIONS DESIGNED BY: RH
TOWN OF MATTHEWS NC DEPT OF TRANSPORTATION ENGINEER: SURVEYOR: 0 EC-01 TO EC-18 EROSION CONTROL PLANS DRAWN BY: AHILL
~ PUBLIC WORKS DEPARTMENT DIVISION 10, DISTRICT 2 KIMLEY-HORN AND ASSOCIATES INC. SANBORN, LLC
~ 1600 TANK TOWN ROAD 7605 DISTRICT DRIVE 2925 E INDEPENDENCE BOULEVARD ~ 4651 CHARLOTTE PARK DRIVE, SUITE 300 UO-1 TO UO-12 UTILITIES BY OTHERS PLAN CHECKED BY: BT
~ MATTHEWS, NC 28105 CHARLOTTE, NC 28213 CHARLOTTE, NORTH CAROLINA 28217 CHARLOTTE, NC 28205 DATE:
~I 704 847-3640 TEL [phone] TEL [phone] TEL [phone] TEL _ ( ) ( ) ( ) 09/24/2010
[phone] FAX [phone] FAX [phone] FAX [phone] FAX PROJECT#:
Y 015484010
CONTACT: RALPH MESSERA CONTACT: LOUIS MITCHELL PE CONTACT: GARY EATON CP PLS ~ CONTACT. BEN TAYLOR, PE ,
CJ O'NEILL, PE
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THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZAI .N AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

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~ E=36.53' E=43.66' E=28.89' E=11.35' E=1.93' E=9.65' I = T=59.38' T=73.47' T=50.68' T=44.09' T=19.75' T=43.90' 09/24/2010
~ ~=126°23'43" ~=122°52'16" ~=118°45'11" ~=57°43'22" ~=22°20'46" ~=49°36'04" KnOwwhat'S belOw¦ PROJECT#:
Y PI STA.=1+15.04 PI STA.=1+95.31 PI STA.=2+58.29 PI STA.=3+13.89 PI STA.=4+98.76 PI STA.=5+61.91 0 20 40 015484010 1.91 0111 before you dig.
PI NORTHING=496385.25 PI NORTHING=496512.99 PI NORTHING=496476.86 PI NORTHING=496569.62 PI NORTHING=496636.83 PI NORTHING=496634.73 16634.73 SCALE 1 -800-632-4949
~ PI FASTING=1482644.16 PI FASTING=1482680.68 PI FASTING=1482561.89 PI FASTING=1482581.33 PI FASTING=1482761.68 PI FASTING=1482825.29 c 2825.29 www.ncocc.com
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THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZAI .N AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

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CURVE INFO C-9 (-GW1-) CURVE INFO C-10 (-GW1-) CURVE INFO C-11 (-GW1-) CURVE INFO G12 (-GW1-) CURVE INFO C-13 (-GW1-) CURVE INFO C-14 (-GW1-) G -Gw1- ~~RTN ~ DRAWN BY: AH/LL
~ R=30.00' R=40.00' R=30.00' R=80.00' R=100.00' R=95.00' , ® CHECKED BY: BT
o L=66.18' L=85.78' L=62.18' L=80.60' L=39.00' L=82.24' DATE:
~ E=36.53' E=43.66' E=28.89' E=11.35' E=1.93' E=9.65' I = T=59.38' T=73.47' T=50.68' T=44.09' T=19.75' T=43.90' 09/24/2010
~ D=126°23'43" D=122°52'16" D=118°45'11" D=57°43'22" D=22°20'46" D=49°36'04" Knowwhat'S below. PROJECT#:
Y PI STA.=1+15.04 PI STA.=1+95.31 PI STA.=2+58.29 PI STA.=3+13.89 PI STA.=4+98.76 PI STA.=5+61.91 0 20 40 015484010 1.91 0111 before you dig.
PI NORTHING=496385.25 PI NORTHING=496512.99 PI NORTHING=496476.86 PI NORTHING=496569.62 PI NORTHING=496636.83 PI NORTHING=496634.73 16634.73 SCALE 1 -800-632-4949
~ PI FASTING=1482644.16 PI FASTING=1482680.68 PI FASTING=1482561.89 PI FASTING=1482581.33 PI FASTING=1482761.68 PI FASTING=1482825.29 c 2825.29 www.ncocc.com
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THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZAI .N AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

LEGEND Klmley-Horn
SEE EROSION CONTROL DETAILS FOR TYPICALS ~ and Associates, Inc NC LICENSE #F-0102
4651 CHARLOTTE PARK DRIVE,SUITE 300 CHARLOTTE, NORTH CAROLINA 28217
CULVERT PHASE 4 SE UENCE Q PROJECT LIMITS PHONE: [phone] FAX: [phone]
1. INSTALL EROSION CONTROL MEASURES ON EAST ® 2010
TOTAL PROJECT
~1~ gam- SILT FENCE "J° HDOK WITH ROCK CHECK SIDE OF SOUTH TRADE STREET AS SHOWN ON THIS DAM [DETAIL 4, EC-16] AREA = ± 20 AC • N CAR
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STREET S~D~E~L01'C: •
COMBINATION SILT FENCE/PROTECTION C~AsIS~I~~~~~
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SOUTH TRADE STREET STONE RING ~~v.9A i'•........
4. SOUTH TRADE STREET AS SHOWN ON THIS SHEET
CATCH BASIN, ROCK PIPE OR STONE INLET 5. REMOVE PUMP-AROUND SYSTEM AFTER CULVERT
PROTECTION [DETAILS 8, 9 AND 10, Ec-1s] CONSTRUCTION IS COMPLETE AND STREAM BED IS
RIP-RAP APRON [SEE DETAIL 7, EC-16 STABILIZED FOR
FOR APRON SIZE] PERMITTING
6. SEE SHEET EC-18 FOR EROSION CONTROL DETAILS ROCK CHECK DAM STABILIZED ONLY
[DETAIL 12, EC-16] OUTLET
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THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZAI .N AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.

BENCFtMARK: #599: NAtL fOllND IN 24"TWIN MAPLE STA 102+76.13, OFFSET 83.4681 RIGHT ELEV 621.06 NOTES:
ASSUMED LkVE LOAD_________HS20-~-44 OR ALTERNATE LOADING,
~Ciml~y-Horn
' ' I ~ I I ~ J ~ SEWER EASEMENT ~.-soE
1 r (TYP) DE-~-- DESIGN FILL ~n~ AS~OGIr~~~S, (~G 4651 CHARLOTTE PARK DRIVE
ARCH }CULVERT EXTENSION_________________ 22.0' suITE30g
24" WATER LINE 3 ~ ~ = Q SDE GREEN Y Y A Y TR A k L TU N N E L,~„,,,„,~,,,,„~,, „,Y,,,,, w„„ S . 2' ~NRRE-Oi'TE, NORTH CAROLINA 26297 PHONE: [phone] FAX: {704) 333-0845
= ss ss ss ~i 2009
~ U ss DESIGN PARAMETERS:
GAS tiNES p SS ss MINIMUM ALLOWABLE ROCK BEARkNG PRESSURE = 8000 PSF ,,~~+~~,~~~~rr,,,~
15'~ VCP 3 ~II ss = $ Sewer Easen'ent MINIMUM ALLOWABLE SOIL BEARING PRESSURE _ 4-000 PSF c~~©<,~~,,,,,
SS ELECTRICAL ss ` COEFFICIENT OF FRICTION FOR FOUNDATIONS SEARING ON' ROCK = 0.50 ~ ~°~~oF~~~~o~,q~'~~
COEFFICIENT OF FRICTION FOR FOUNDATIONS BEARkNG ON SOIL = 0.35
ss _ ~ ss ~ LINE I 3os ss ~ ss ~ ss ss ~ 3 WATER O PHI ANGLE FOR SOIL BACKFkLL = 28° ~ '
3 LINE WS SOIL DENSITY = 120 PCF E`
' y~~ o ~ ( I EXIST CONC ARCH ARCH CULVERT EXTENSIONS, WINGS W1, W2, W5, AND W6 SHALL BEAR ON ROCK ''"f{rrlsl+~1; ~4
~ I y 3 CULVERT APPROX TUNNEL HEADWALL T1, WINGS W3, W4, W7, AND W8 SHALL BEAR ON SOIL
` ~0 18'x14' _ ~4`~~
MINIMUM CONCRETE COMPRESSkVE STRENGTH = 3000 PSI'' NAT FAR
END EXIST ARCH CULVERT 3 , ~ I I o 0 ALL REINFORCING SHALL k3E GRADE 60. CONSTRUGTION
STA 102+89,18 -L1- ~ 8~ ~ N
OFF 44.996 LT ~ ~ ~ o eS. _ _ _ _ ~ ~ ~ ~ ARCH NO WORK SHALL BE COMPLETED ON WINGS W3, W4, W7; .AND W8 UNTkL THE AREAS
i 3 ~ ~ CULVERT OF THE WINGS HAVE BEEN UNDERCUT A MINIMUM DEPTI"-I OF 2' AND A GEOTECHNkCAL
FOUR MILE CREEK 3 - - - _ - --o ~ - 1 0 I ~ y EXTENSION ENGINEER HAS INSPECTED THE AREA TO VERIFY THE ASSUMED DESIGN SOIL
p~ _ = o W rn PARAMETERS. UNSUITABLE MATERIAL SHALL BE REPLACED WITH SUITABLE SELECT
o I ~ v
4 STREAM MATERIAL, PROPERLY COMPACTED TO THE ELEVATION OF THE BOTTOM OF THE
3 ~ j N ~..~nr PROPOSED WING WALL FOUNDATION. THE LIMITS OF THIS UNDERCUT EXCAVATION
ARCH CULVERT EXTENSION 3 _ _ _ _ _ o , W6 a o S1-IAL.L BE A Ii1'iINIMUM OF 1' LARGER THAN. THE ~I+fING FOOTkNGS.
NO SEPARATE PAYMENT MILL BE MADE FOR ANY TEMPORARY ;SHEETING, UNDERCUT,
/ ~ ~ ~ f a ~ ~7 END EXIST ARCH CULVERT OR UNSUITABLE MATERIAL REPLACEMENT AS REQUIRED TO CONSTRUCT THE PROPOSED
~ ~ ~ STA 102+90.57 -Lt-~ ~ STA 102+91.52 -~1- CULVERT, TUNNEL, OR WING FOUNDATIONS. PAYMENT IS INCLUDED kN THE LUMP SUM
PRICE FOR CULVERT EXCAVATION. ~
~ ~ ~ I ~ ,9 ' ~ ti ~ OFF 46.603 RT z a
~ o 24" RCP CONCRETE IN CULVERT EXTENSIONS TO BE POU-RED kN THE FOLLOWING ORDER:
5rp~ SS
ss 1. CULVERT AND WING FOUNDATIONS V~11, W2, W5 'AND YV6 INCLUDING
~ T1 ~ T1 ' ss
ss FOUNDATION STEPS AND 4" OF VERTICAL WALLS. >
J 2. REMAINING PORTIONS OF THE CULVERT BARREL. WALLS AND TOP SLAB.
1j`Q~ SS ~ SS g 55 3 _ O V1 3. REMAINING WING FOUNDATIONS INCLUDING FOUNDATION STEPS AND 4" OF
s ss r VERTICAL WALLS. AT CONTRACTOR'S OPTION, W1, VIt2, W5 AND WO WINGS
ss - 3 ,va FULL HEIGHT,
4. REMAINING VERTICAL WALLS AND PEDESTRIAN FUNNEL (SEE TUNNEL SHEETS),
~ - ~ ~ I / W& / RAREENWAY 36~~CASENG I STA 102+51.83 -L1-
STA 24+15.81 GREEN WAY I 3 TELEPHONE 3" ~ .WEEP HOLES INDICATED TO BE IN ACCORDANCE WITH NCDOT SPECIFICATIONS. ~ ~ ~
~ z ( Iz II § I I LINE THE CONTRACTOR SHALL CHECK THE LENGTH OF ARCH CULVERT EXTENSIONS AND ° a °
~ ¢ C SURVEY -L1- GREENWAY TRAIL TUNNEL BEFORE STAKING IT OUT TO CONFIRM IT IS ADEQUATE TO ~ ~
z " SOUTH TRADE STREET O J RETAIN FILL.
10" VCP TREELWE ~ ~ o DIMENSIONS FOR WING LAYOUT AS WELL AS ADDITIONAL REINFORCING STEEL EMBEDDED ~
3 (TYP) ` PROPOSED N I PROPOSED ~ SS kN BARREL ARE SHOWN ON WING SHEETS, ~ ~ ~
d RIGHT-OF-WAY ~ o ~ RIGHT-OF-WAY o ~
AT THE CONTRACTOR'S OPTION HE MAY SPLICE THE VERTICAL REINFORCING STEEL IN ~ ~
THE kNTERIOR FACE OF EXTERIOR WALL ABOVE THE LOWER WALL CONSTRUCTION .JOINT. w o
THE SPLICE LENGTH SHALL BE AS PROVIDED IN THE SPLICE LENGTH CHART SHOWN ON
CULVERT: GRADE PT ELEV ~ STA 902+90.57 -L1- 649.82 PEDESTRIAN TUNNEL: GRADE PT E~EV ~ STA 102+51.83 -L1- 648.27 THE PLANS. EXTRA WEIGHT OF STEEL DUE TO THE SPLICES SMALL BE PAID FOR BY
o BED ELEV CAD STA 102+90.57 -L1- 612.70 WALKWAY E~EV @ STA 102+51.83 -L1- 629.63 THE CONTRACTOR.
ROADWAY SLOPES 2:1 MAX ROADWAY SLOPES 2:1 MAX
e DOWELS SHALL BE USED TO CONNECT THE CULVERT EXTENSION TO THE EXISTING ~ z
Q LOCATION SKETCH CULVERT AS SHOWN. FOR NOTE REGARDING SETTING OF DOWELS, SEE SHEET S-3. ~ ~
~ FOR UTILITY INFORMATION, SEE UTILITY PLANS AND SPECIAL PROVISIONS. t-- ~
DETAILED DRAWINGS FOR FALSEWORK AND FORMS FOR .CULVERT EXTENSIONS SHALL w
N BE SUBMITTED. SEE SHEET S-3 FOR CULVERT EXTENSION BARREL SECTION. ar a.
O
SURVEY -L1- ARCH CULVERT EXTENSION, GREENWAY TUNNEL,. AND ALL WkNO WALLS SHALL MAkNTAIN
s¢ CLEARANCE FROM WATER LINE, SANITARY SEWER, AND SEWER 'EASEMENTS. ~
9 APPROX. STREAM CONTRACTOR SHALL BE RESPONSBLE FOR ANY DAMAGE TO TI~ESE LINES DURING
~ PROFILE ~ EL 612.70 t CONSTRUCTION OF THESE ITEMS. ~ ~
°i
- - - - HYDRAULIC DATA c~
o ' IF APPROVED BY THE ENGINEER, THE CONTRACTOR MAY USE THE EXISTING WINGS AS
N DESIGN dISCHARGE 2927 cfs ?927 efs TEMPORARY SHORING FOR THE CONSTRUCTION OF THE ARCH CULVERT EXTENSIONS.
o i FREQUENCY OF DESIGN FLOOD 50 yrs THE SOUTH WEST EXISTING ARCH CULVERT- WING SHALL BE CQMPLETELY REMOVED TO ~ ~0 yrs ALLOW THE CONSTRUCTION OF THE EXTENSION.
DESIGN NIGH WATER ELEV 630.18 X30.18 ~ ~
34'-8" 45'-0"t 46'-7°f 35'-11" DRAINAGE AREA 4.1 sq mii EXTENSION EXIST ARCH CULVERT EXIST ARCH CULVERT EXTENSION BASIC DISCHARGE (Q100) 3298 cfs ~.1 sq miles ~ ~
X298 TaTAL. STR~~TE~RE QIJANTIT~ES ~ J ~
BASIC HIGH WATER ELEV 631.98 X31.98 ~ ~ ~
m PROFILE ALONG ~ ARCH CULVERT OVERTOPPING DATA CLASS A CONCRETE w
N TS ~ ~ ~
S DESIGN DISCHARGE 5614 cfs X614 cfs BARREL Q 4.80 CYfFT X38.6 C.Y. ~ ~ ~
>500 yes WING ETC. 524.9 C.Y. p ~ ~
~ SURVEY -L1- FREQUENCY OF DESIGN FLOOD >500 yrs o TOP OF GREEN WAY ~ ~ DESIGN HIGH WATER ELEV 644.00 X44.00 83.5 C.Y. Q ;n
Z TRAIL WALKWAY EL. 629.63 TOTAL
Q
Y REINFORCING STEEL
~I _ _ _ _ . - - - - - -o BAR SIZE SPLICE LENGTH ENGTH BARREL 4fi,392 LBS. bSStGt~~DBY: JRNI
- - - ^ - - ~
~ of #4 1'-9' E'= NJINGS ETC. 63,876 LBS. [3RAWNSY: JC1~V
j pj N CHECKED s~: MEB
TOTAL 10,268 LBS. ~aT~:
i -i FOUNDATION EXCAVATION, STA. 102+90:48 LS 04/'412{#10
W 54'-6"f 53'-6"f #6 2'-9•, PR©JECT#:
x 3'-9„ FOUNDATION CONDITIONING MATERIAL 170 TONS t~1~484010
REMOVAL OF EXIST WINGS LS
11" PEDESTRIAN TUNNEL LS
PROFILE ALONG ~ GREENWAY TUNNEL #8 4'-17°
3 N TS
0
T I DO N G A S PRE E E fIN, A AN 1 OF R41 E, IS IN NDE l TH PE IFI P RP R WHICH IT A PR PAR R A 0 IMP P R RELIA EON THIS D CUM NT ITH U WRIT N AUT RITTEN AUTHE3RIZATlON AND ADRP`CA . l PI B Kl LE -H R~ RNb RSS ClATES, EtVC. SHALL BE W,ITHOIlT LEASILITY TQ KIMLEY-HORN AE~D A SQCIATE 1

~imiey-Harr
and ~ss~ciates, [n~
4661 CHARLOTTE PARK DRIYE
SUITE 80E3 N 0 TE S. CHARLOTTE. NORTH CARL3LfNA 26257
PHONE: {704} 333v"131 FAX: (7(34} 383-0(f4~
SURVEY -L1- MAX ROADWAY FILL SLOPES SHOWN ~ 2~
MEASURED NC?RMAL TO ~ SURVEY
1i41t)tl!/f
CAR©~~~~%i
9'-6" 28'-0" 28'-0" 9'-6" ~ 9~
FINAL GRADE SAL GRADE LINE - s~A~ - z~ss
~ E~
EXIST GR _ , tt` Nc ~ rah O ~ -EXIST GROUND LINE -,,~~lc~~~ ~~g~~~pp~,
_~=~l~-=~ i--l -~~I-- ~;-i fir- ~-~~~Ii I{ h~ I ~.mi Ir~ { ~ ~~-ii~ ;!~I%•i j~~~~lflt1tS11~j~~
~i.~.,-I~{=i111~..!li-~~II-W-~IIi I~illl~'~t~=`! _.h!~~.._...!i (II..!_~ {~I.~ile3~~'i '.~.;r-~~~,~I~~~ ~ o._I I 1-I I 1 3---III III I I ~ I _ i~l-~ ~ I I - ! I, ~ I I t - I.{ i i ~i t 1.., - ~ I ~I l--•.-~ !
i'o ~!i~lihll~-~il~~ll!~~,I L~[~~- l~h~~~E„~,I, i ~-~1;,~~'{1;=~~!I;!~_
r it,~li{ li{-11i~~1~T111 Isl 'I~ i~l~, ~ - _ i I~.{ I_.~t ~ I i- I ~1 ill I~ ~ i i-~ ~ ~---I I i ~:-i l l~ l l lam' 11- ' L; ~ ~ ~ ~ I ;,l i l-ill-I.-~ i-! ~ ~QT ~""~R
y ~II~3i~i1-~~~~~ i=!~i=II~i~I~il~~~~_ - i~-'1- . . ~2 G4NSTRUGT1i4~
~ ~=1~1='11-I{=~~1=.I{=I;~I~h!Ii~iIlT;ll~~l3- I 'i i,,l~~-, IIi33~i!1=III -III; ili-i'1=I'I=w ~ ! I-•-I I I" 'i ~ ~-1 ~ I,r- ~ I._.,~I I I~7 I I~ ~ I®! ~ I 1-,-•..I I~ ` IS i I ~ ~3,,..' ~ I ~ ~3 ! I l-~ I I~_I i_i I
1 -mil{~';I. ~!I. 3`I lih"':?I Iii! ii!~-III=~1~~~1{~~III 'h ~q~.~11~ ; !li=!L-I . ~1=L!!=~~1=11~ ~1-III-1~.,: it= ~ 1=~ l i_-1.1., 1 FILL (TYP)
_ ~ -.I 11~ ; ~ =1, I~ ~ ~ . I _~~--1 I I ~I ~ I_-1 I i~l I I , , - ~ , ~ i ~ I _ ~ 1 I_~ I ~ ~ I I~I 1 I_' f i=~ I 1 ~ I I- r-~; I i~4 ~~I~.~{!Iii' I r_,;,w,,!'1, ::{~I~,I ~ ~11~,1-E11_I I~{I1;~~ li~~l~. 111 I l I;_. ~ i 3 c I ~ I 31-1 ! I_=! i-_I I Imo; i i==°: I T~ ,
-3=I~=III II! .I'!- _1 i~l- ~~--~~hl,!-~1!=IIL-.~;~- ~~.,~I~,~~;L I;~~h~I ;,~I;;.I~I~~~i;, ~h.ll{ ~~1 Iii ~U-ll[--li~116
_=C~~~11=~11 ~(I--H; ~_l~ I_ ~ _ Ali-,~li ~II~I ~Iil ~ 1~ ~ ~I_E~1-III I~~ III - I :ilr_,II_. l i'-klf-. {ham{I { i l l I=~ '-1 i t=! ~ ~ ~._I I I_l l l~r i t I I I~ `!i. 1 1 {~11 ~I ~I-'ll 3~1 ail----3~~ I~!~~.1----- '~I ;I '1i~111 CIE=+~E--~I',-;1! ~ ;
1=II,_~~~ {~-7] ~ ~ ' Ifl,,'~I ~ _~,~~~i~!I=-_ ,~'~-{II~l,1~-1!1-1i!~I I ~I~~-~I 3 ~II~ 3~!~{~~f~~II !I p '~111~r~ jl~ ~.,..~~I _,...1 ~ ~_..r ..r 'il~~s~~-ail=_1I~~:~IE~lI;----)IE 1I~~II(-I~I-3 1
Itl-={~) II~~;II ~I I~{I~ fl 1~_ ~~-#i~: ~~~I ~ _ " i31 ~ I~ ~ !i1~..3~~~1~~311 III .i~~~ ~~I_.I~I ~~~I'-~I1-fII~II'~{i~~Ihl{I:~!I ~ _~'i-~,I ! ;)~1-fIL~I~I Ili~l~~-r~II; ~II~`~I1=. ?~~-Ij 11-~~(I-- ~ I--i I I_I 1 I i I Imo; i 1-`-' I i=-_~ i_.~ ~ ~.-I
- _ ~ ~ T1I1=. ~ -I~i~I {II~~iI-I I- - ~,'_i ~ ~ ~ { ~I : i ICI i ' a ~ -I I I I- =1 ~ !=i ! I= 19=~ I Im=; ~ I E-=1 I i-i I ! +I I !-I I E-i I I-1 I i=s
3-~~851 - • 3-851
» -f•{ ~
6B2 @ 12 STREAM FACE) { ~ ~ in ~ ~ X682 C~ 12" (STREAM FACE) ~.n
~ I o ~8B1 @ fi (F{LL FACE ~j X881 C~ fi" (FILL FACE). ~
~ ~ I r` N ~
I ~ 11~ - - - - - - - - - ~ T. _ tL
ll.1
» c~ FOR CULVERT EXTENSION r-- , 3"~ VEEP HOLES Q A ~
3 ~ WEEP HOLES @ z FOR CULVERT EXTENS{ON ~ ? > » ~ I - ~ ~ ~ 10'-0"t CTS. 0
~ REINF SEE SHEET S-~ RE{NF SEE SHEET S-3 N 10 -0 t CTS. N N z
c ~ ~ .o oQ~
SCALE: 1 /8" = 1'-0" ~ V 1¢- U
t~ Z
Q ~ V3
~ T ~ ~
e 0
NOTES: ~ ~ `C
t ti ~
r r V115 FOR SECTIONS 1---1, 2--2, 3-3, ~ ~ m ~
r AND 4-4 SEE SHEET S-~3.
f ~ r ccs f c~
o r
r r r 2 FIEI..D VERIFY DIMENSION, MEASURED NORMAL TO ~ OF
° ; W1 ~ r CULVERT.
N 1 C4' F
T L. r, TQP~ ~
r Q r @ ~ 2 CTS ~ ~ ~
r r EXISTING WINGWALL ~gA~ 00 BOT~ w A200 ~ 0„ CTS ~ c~n
X r TO BE REMOVED ~
; ~ SURVEY -L1- (TYP EXCEPT AS NOTED) © a
O f ~ 1 » ~-851 @ cT5 ~ ~
~ I 8A100 @ 12 CTS (TOP) (BOT of RooF sLAB) _ ~
102°-30 -DO i
~ "CTS BOT 3-851 @ 3 CTS 3- 8S1 @ 3" CTS 8A200 @ 6 ~ ) ~ ~ r ~ (BOT OF ROOF SLAB) 1
~ (BOT OF ROOF SLAB) w , ~ ~o
al ' ~ ~ ARCH CI.LVERT ' p
t~ ~ I ; _ _ ~ ~ ~
~ I I I I -~8~100 & ~8~100 8c ~ ~ zJ
CTS (BOT OF I U) ~ ~8A200 ~8A20a ~ 3 ~~Y~'~ 1
ROOF SLAB) t- 4 _.___e.-~---
w ~ 88.5 4 ~8A101 &
W ~ I ~ ~8A202 _ N „ cTS 2--~~-c~ IN z W
TYP 7•-00'-~00" _ ~8A1 @ 6 HEADV~dALL ~ © ~ ~
> ~ ~ - ~ » ~ - _ ~ ~8A203 r I 8A1 @ 8 CTS @ CORNEF~ BRRS ~ ~ ~ ~
~ ~ ~ ~ 8A102 & a, ua
u, CORNER BARS ~ ~8A201 ~ 2- 4G1 IN ~8A204 ~--~8A201 ~ ~ _ ~ ~ ~ ~
~ I ~ I ~ ~ EDGE BEAM
t~~
I V~6
HEADWALL. rn a p ~ ~
I
2- ~G1 IN ~ ~ ~ ~ 1 ~
~ { , ~ z r w EDGE BEAM ~7 ~ ~ Z
~ { r { j W2 r z ~ s > I r ~ ~ E
r ~ l ~z ~ { 6„ CTS FILL. FAC~~ ~~si~r~~e~ BY: ~1R~
r r z ~ i 8~ { ~ YY~ f ~ l ~ ~8g~ ~ FACE)
~ r f ~ I 1 ~ ~ ~ 2" CTS (STRE.A~ ~r,Awr~ ~Y: .ICVIf ~ ~8B2 CHECKEnBY: DEB
~ t t -I Z j ~~2 ~ ~ ~ { f .J ~ ~ DATE:
~ ! r ~ z t ~ ~ ~ 04/'~ 4f20 @
~I L FACE ~8B1 @ 6 CTS (F[ L } ~RO.~ECT#:
~5' ~ ~ Q15484Q'~ 0
.6B2 @ 12" CTS (STREAM FACE)
~ a » INLET .EXTENSION
E m
OUTLET EXTENSION L1f ~
_
SCALE. 1 /8' - 1'-0'f Q
I Q©GUAh1=NT, TOG H ITH H~ CONCEPTS A1dD Q S GNS PF3 S~NTI:D HE 1N; SAN IN TR NT OF SERVIG~, IS (NTENpEQ 4Nl.Y F R THIw SPI:GIFI Pl! POS ANO CLIENT FQR HICH IT i~AS PREPAR~Q. RI=llSE OF AN[3 l3~PR ~ ELIANC~ ON THIS BO UMENT INITH(1€JT WRITTEN AUTHC fRITTEPt AUTHC3RIZATtC)i+t A{~ A~APTAT90E~ BY ~CIMLEY-HQ N At~C3 A58C3CIATES, itdC. MALL BE WITHC7UT LtABILI Y fJ K1 LE - R~ At~~ A ~U~IATE~, II~iG.

BARREL F(JQTN~ AID
EXISTING INLET BAR TYPES- ' H AD AL C L F MA E W L B L 4 TER~AL
EXIST TOP OF 4 EXIST BOT OF BARREL PRO PROPO5ED BARB L. K~rr~(e -~o~n
HEADWALL EL 628.70 I HEADWALL EL 627.70 7 --OYz BAR NO SIZE TYPE LENGTH WEIGHT
a~c~ Associates I>1c sYa" A100 66 8 STR 21 -0 3701 R65iCHW~lO"€TEPARK€1RNE r
z , StJiTE3~ A101 1 ' 8 STR 15 -1 40 ~~~o~.~oRt~~o~~~2~,~
cO ~ ter, j t PHfJNE:[709)333d131
A102 1 ' 8 STR 7 -0 1 ~ Fax:rroa~~-asap ~ ~ W 20©9
' ~ * 1
• • • • • • • • • • • • • • • , /~.E~ ~ ~~L ~ A200 130: 8 STR 21 -0 7289 ,,t„~~~rr,,, ~~i
NORTH WALL F~~ 1 „ CA~O ~4 6 R A201 1 8 STR 19 -0 51
STREAM FACE , „ 0~ k6ssro ti A202 1 ' 8 STR 15 -1 40 ; ~ Q~°
f k! C
A203 1 ' 8 STR 11 -1 30 ear. ass
SOUTH WALL A204 1 8 STR 7 -0 19
STREAM FACE • • 'E~. ciN 0
, „ `iii t ~ ~ Al 284 8 1 16--6 12512
„ 11fE1i1~ j~ qq ( U
L--~ 4 t „
B1 284' 8 STR 10 -8 8088
`~~o, ~ #s w~ BARS FILLET DETAIL 2 1 NOT F4R ETAL B 46 6 STR 14 -10 3253 NOTE. PELLET SHALL BE 2
PART OF THE WALL POUR CONSTRUC"flON
EXIST ARCH ~~YP~ SCALE: NTS NTS ~ C1 408; 4 STR 19 -3 5246
~9 o CULVERT FACE) i
• O ~ (TYP) ~ z YS 6 R
~ ~ D1 146': 8 2 6 -2 2404
• • ~1 M
E1 80 5 4 7 -3 605
=iil I I
„
~ F1 146 4 3 1024 2- 4G1 10 -6
• • G1 8 4 STR 21>_0" 112
TQP OF FOOTING 2'-0"
EXIST ARCN CULVERT J 1~46'~ 5 STR ~ 1 4 -6 685
EL 613.50' • • ~ , „
r J 24 ` 4 STR 19 -3 309 ~ ~ z a
I 135° ~ b'a ~ 51 T ~
• • • • • • N TYP 12 8 S R 21 _ 0 673
W1 78 ; 6 STR 3 2 -6 29
SECTION 1-1 Q ~a Q
OUTLET SHOWN, INLET SIMILAR 3-#8S1 SCALE: 3/8" = 1'-0" 3-851 Q 3 CTS
z
N
THERE ARE 39 °W° BARS IN SECTION OF BARREL SECTION 3-3 -CULVERT HE INLET SHOWN, OUTLET SIMILA SCALE: 3/4" = 1'-0° I° RT H E WAL 0
_ET SIMILAR
= 1'-0' ~ ~ x ~ W
21'-4" ,'I` ~ C rn r.
PROPOSED TOP i ~ ~ L
OF HEADWALL 1'-8" 18'-0" OPENWG 1'-8" F ~ ~ ~ ~ I ~ ~~V a i 1
EL 629.92 ~ ~,_0" ~,_6,• a ~ ~ ~ Y
o a 6° 18-#5C1 BARS ~ 12" CTS (TOP & BOT) g~• EL 631.98 33 I 0 f3 3 ~ ~ ~ ~ ~ ~
3 (100 YR FLOOD} 1'-0° _ ~ 1 ~ c0 T ~ ~ I o ~
3 ¢ I #5E1 STANDEE BAR C3 4' CTS ~ ~ d~~
t ~ R ~ ~~ca I ~ ! A ~ W
m = #8 A100 BARS ~ 12" CTS #6 W1 BARS ~ 2_ E ~ 1'-6" CTS _ ~ (TYP~i i H ~ 2- ~4G1 0 W
I ~ ~ I ~ ~ I I ~ o
~ ~ ~ ~ ~
c , z k ! ~ ~
M ~ ,~6
I 0 1
N • ~ N (p F
v WZ
n t~8A1 BARS Q PERMITTED REINFORCING STEEL -LBS- 46392 w W
6° CTS (TYP) • ~ g A200 BARS Q 6° CTS ~ ~ • ALL BAR DIMENSIONS ARE OUT TO OUT. w
~ ~ ~ # N v I ~ CONST JOINT 0
N (TYP) ~ • 1 • w~ d
2" HIGH BEAM BOLSTER 2 3- 3- 851 ~ 3" ~ CTS ~
FILL FACE (gg) ~ 4'-0" CTS (TYP} _ _ _ =B
3 a ~ ~a oQ
~ v #$B~ ~ #4F1 BARS ~ FILL FACE ~ p
6° GTS 12" CTS (TYP) ~ ~ ~
~ N W NOTES: p I v
U N I
v~ d~ ~ #6B2 Q 12" CTS #6B2 ~ 12" CTS ~ ~ SECTIONS 1-y-1, 2-2, 3-3, AND 4-4 REFERENCED ON` SHEET S-2.
~ J 2 CL i
Q ~ (TYP) CULVERT FOUNDATIONS MUST BE EMBEDDED A MINkMUM OF 12 INTO ROCK. ~
i0 ~3'~0 WEEP ~ z IF ACTURL SITE CONDITIONS PREVENT MINIMUM 12 Ei,~BEDMENT RT TOP OF 0 w
> m } ~ STREAM FACE STREAM FACE HOLES FOOTING ELEVATION SHOWN CONTRACTOR SHALL NOTIFY E GI ~ w ~ N NEER ~ ~ ~
~ a ~
U ~ v 1- l-. ~ r ~
" (f) OUTLET CULVERT EXTENSION STREAM FACE WALLS SHALL LINE UP WITH a
z > o TOP OF FOOTING X881 _ EXISTING ARCH CULVERT WALLS 18' WIDTH - FIELD VERIFY ~
o 6„ CTS >
CD EL. 613.30 INLET CULVERT EXTENSION SOUTH FACE STREAM FACE WALL SHALL LINE UP _
MATCH TOP OF i~ - - - - WITH EXISTING A RCH CULVERT SOUTH WALL. THE NORTH EXTENSION SHALL
EXISTING FOOTING) ~ - - - I 3- 6W1 BARS HAVE A 1' FLARE TO LINE UP THE NORTH WALL FACE. SEE FILLET DETAIL)
C I
~ I IN FNDTN Q
8D1 ® 12" CTS N #8D1 © 12 CTS. MAX ROADWAY FILL SLOPES SHOWN MEASURED NORMAL TO ~ SURVEY
12 MIN. FIELD VERIFY DIMENSION DESIGNED BY: JRM
SOCKETED INTO - - -
#5J1 @ 12 CTS (TYP) z - ROCK (TYP) r-, MATCH ADJACENT WINGWALL FTG DEPTH DRAWN BY: icw
n 4'- 9 (TYP) CHECKED BY: MEB
DATE:
(3) #4J2 BARS (TYP) C! N 04/1412010
C( PROJECT#:
SECTION w- RIGHT ANGLE TIN F BARREL EXISTING c 015404010 R 'ROPOSED BAR
SCALE: 3/8" = 1'-0"
THERE ARE 192 „C„ BARS IN SECTION O BARREL SECTION 4-4 - EXTENSION NSION DOWELS b=3
SCALE: 3/4 = l'-O' „ 1 -0
THIS DOCUMENT, TOGET ER ITH FIE CONCEPTS AN DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, 19 INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE N THIS DOCUMENT Wi
DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION B KIMLE -H RN AND AS5 CIAT S, INC. SHALL B €TH UT LIABILITY TO KI LEY-HOR AND ASSOC€ATES, 'INC.

NOTES: ~Cimley~Horn
and ~ssoc~a~es, Inc
* MAX 'ROADI~IAY FILL SLOPES SHOWN 4aslcxn~uarr~pr~K~xnre
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DESIGNED BY: .ARM
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DATE:
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SCALE: 1/8 = 1 -0
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JR1TT N AU1°H RtZAT10N AND AC3APTATtQN BY' LEY-HOEZN AND ASS fA'tES, INC. HAIw.L 13E 1NtTHOUT LIA tLiT TO iAA~i=Y-HORN AiV© AS lA I~ tI~1C.
THiS D UM NT, TOGETHER Y~11T HE CONCEP SAND AESiON PRESEN EREIN, AS AN 4NS ENT OF S VICE, I$ INTENDED ONLY FOR THE SPECIFI PUR OSE AND LEENT FOR tNHI fi 1T 4VA5 PREFAB D. REUSE AND kMPROPER RELIANCE ON THIS Q UMENT UIilTHOUT WR1TT N AU H

' ~ GREENWAY TRAIL TUNNEL TOP aF HEADWALL BALL
1
GREENWAY TRAIL
NOTES: ~ NOTES: Klmley-Horn
SECTION GUT REFERENCED ON SECTION CUT REFERENCED ~S~~CI~t~S; Inc 4651 CHN210T1E PHFt1i QWVE
SHEET S-4. ~ _ _ ON SHEET S-4. ,N~~~~,~0~~2~,7
'I .r' ~ PHEJN~(7D4)333-5131 Z J FRX; (7041333-0845
SECTION IS FOR INFORMATiaN j ~ Q INLET SHOWN, OUTLET ®29~
ONLY. REFER TO TUNNEL PLANS ~ 51MILAR.
OR TA ~ F DE ILS. LIGHT FIXTURE,
~ ~ ~ _ SUBSURFACE TUNNEL ,,~'o~.~~' ~ssr°~,~~,,,
PULL BOX AND / f ~ LEDGE AND TUNNEL LIP TO ~ Q~°F ~
CONDUIT ~ ~ BE POURED WITH WINGS _ sE~~
~ AFTER INSTALLATION OF z1s _ ~
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1 ~ ~
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I WALKWAY (100 YR FLOOD}
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T J-J
SCALE: 1 /2" - 1'-a"
R~E , ~~EN1t~AY TRAIL TUNNEL INLET VIEUII ~'-7 _ ~ ~ ~ ~ ~ ~
TOP OF HEADWALL
2 - ~8~i 82 , INLET EL. 641.50 SCALE: 1 /2" - 1,-0~, a a a ~ ~ N v
TUNNEL LINER BARS ' 1 -3
GROUT OUTLET EL. 640.96 aR STEEL PIPE~_ 2-~8H82 ~ ~ ~
EACH FACE 14-~4R1 STIRRUPS ~ 12" CT5 ~ ~ ~
Q NOTES: !NOTES: ~ ~ ~
~
z TUNNEL SECT[ON SHOWN FOR ~ i INLET SHOWN, OUTLET o
~ Q INFORMATlaN aNLY. SEE ~ ~4R1 STRPS ~ ~ S9MILAR. ~
„ ~ TUNNEL PLANS. ~ @ 12 CTS ~ © 2-.~4G1 2- ~4G1; ~ z a
~ °Q \ I 'REINFORCING SHOWN ~ c~
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° LIGHT FIXTURE Q SEE SECTION J-J aN SHEET REINFORCING SHOWN FOR TUNNEL HEADWALL z
" (BY OTHERS} S-13 FOR TUNNEL HEADWALL „ [ s 3 TUNNEL UP , I
STEM AND FNDTN 2- 4G2 \ ( (SEE SECTION J-J ~ ~
~ ALL AROUND ~ a REINFaRCEMENT. ~i 2- 4G2 ' !SHEET 5.13) AND ~ W
TUNNEL EDGES ~ ~ 'WING WALLS W4, W7, ~ 7
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" BOTTOM OF TUNNEL SECTION
o ALTERNATIVE SELECTED. j AND S-11) ~ ~
~ TUNNEL SECTION SHALL BE i~ '
~ SUPPORTED BY TOP aF TUNNEL
3 HEADWALL FOUNDATION.
U N 0
2-4/218 2-41218 ~ t~
~ EAC EACH FACE EACH FACE ' ~ °a
1 r-Q ( TYF TUNNEL INLET EL. 629.9 ~ 0 = ~ SUBSURFACE TUNNEL LEDGE (TYP.. } (TYP. }
TUNNEL OUTLET EL. 629.36 ; 3
~ {
VERTICAL COST JT AT GR E WA TR L E N Y A€
~ SUBSURFACE TUNNEL LEDGE ~ r ~ PAVEMENT ~ I ~ w
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SECTION -
(TYPICAL INLET AND OUTLET) S=5 , :=5:
SCALE: 1/2" = 1 -Q 0 SCALE. 1/2' = V-0"
THIS DOCUMENT, TOGETHER I HE CONCEPTS AND DESIGNS PRESS TED HEREIN, AS A INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF ANp -IMPROPER RELIANCE ON THIS DOCUMENT ITHOUT WRITTEN AUT OA ,ITTEN AUTHORIZATION AND ADAPTATION B K MLEY-HORN AND A SOCIATES, INC, SHALL BE WITHOUT LIABILITY T KIM EY-H RN AND ASSO MATES, JINCC.

~ WINGWALL T1 TUNNEL WIN( ~ ~NINGWALL ~ WiNGWALL
MEASURED ALONG ~ 8'-0" 14'-10~/~.r~ ,--7~~~ 9'-~Q%" 9,-~C~ „ ~ 16 4 ~4 ~
STREAM FACE OF STEM TOP HEADWALL and ~ss~ci~~es, Inc
EL 641.50 ~ 4651 CHRRLOTTE PARK DRIVE
SIStTE 3114 N 0 TE S. Ct~ARLQ, 1+I4R7Fi GAftOL13~A 28217
FH{}NE: (7Q4} 333-5991 FAX; faoataa3-4sa~
~ z44s
FlNA FINAL GRADE THE CONTRACTOR SHOULD NOTIFY
~ (FILL (FILL FACE) THE ENGINEER IF ROCK IS NOT
H ~ ~ ~ ~ ~ ~ ~ ENCOUNTERED 12 INCHES ABOVE `'~'„4aF,~,,,'',
~ ` E BOTTOM 01= ELEVATION FOR A`=o~~F~ss,~9~~~''~
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FINAL GRADE
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~ * CONTRACTOR TO PROTECT
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UNN ~ T EL ~ CONSTRUCTION, AND BACKFILLING
~ ° „ WEE ~ ~ OPERATIONS. IN THE EVENT OF Cf}NSTRUCT[t?N 3 WEEP HOLES ~ Q DAMAGE TO THE UTILITY,
EL 624.25 W ~ , (TYP) x ~ CONTRACTOR WILL REPLACE DAMAGED
i'~ o i o ~
i~ o ~ UTILITY AT N0 COST TO THE
~ ~ i ~ P#~O1ECT. APPROXIMATE LOCATION
f ~ OF UTILITY ;SHOWN FOR- INFORMATION
TOF EL 626,00 TOF EL 627.62 a ! 27.62 TOF EL fi22.12 ONLY. REFERENCE CIVIL PLANS FOR
MORE INFORMATION. FIELD VERIFY
TOF EL 623.00 I UTILITY LOCATIONS.
I I I I
o "Z" BAiS SHALL HAVE 3" OF
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6 WINGWALL RRCH CULVERT EXTENSION ~ WINGWALL WINGWALL Z ~ ~
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THIS p0 NIENT, TOQ THir WITH T NGEPTS A D DI=SIGNS PR ENTED HEREIN, A AN NSTRUMI=N F SER IGE, IS IN ENDED ONL FO THE SPEGI~'IG PURPOSE AND G]:IENT FOR W IGH 1T WAS PREPARED, ~U E QF AN IMPROPE EL3AN E N THdS DO MINT W OUT WRITTEN AU OR ITTEN AtJ C3fZIZATib At~t ADAP A lON SY Ki LEY-HbI:tN-AND ASS CiAT S, tNC. SHALL, BE W1 HOUT Lt 8i1.ITY T~ tMLEY-Ht3F~N AN ASSbCIAT S, IN

3 WINGWALL T1 TUNNEL 4 WINGWALL WINGWALL Kr~~e~-~or~
15 13 ' 8 --03~ t1 9 --~3~4 1 ~ -~~2 MEAS MEASURED ALO/N~G Aq an~ ~SSO~i~'~~S, ~nC
11 5/6 11 8/1s 9 4 SIRE; STI\EA~ FACE Vk STEI'di 4651CHAF2LQTTEPAF~tiCpRIV~ SURE 30(3
TOP f HEADWALL EL 640.96 NOTES: PHQ E ~j3 ~caROG~ru~zezs~
{ EAX: ~"f44) 333-Qti4.">
E F ~3 2Q€~9 THE CONTRACTOR SHOULD NOTIFY
`s
~ ~ THE ENGINEER 'IF ROCK IS NOT
,v' H ENCOUNTERED ~~2 INCHES ABOVE o~~
m d~ ~ e~ ~ ~v SOTTOM' OF ELEVATION FOR ~~=o ~QF~ss,g~
X 'a FOUNDATIONS ASSUMED TO BEAR ON ~ -
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~ i ~ , i' CONTRACTOR TO PROTECT
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EL 629.92 ~ (FILL FACE) , CONSTRUCTION;; AND BACKFILUNG
OPERATIONS. kN THE EVENT OF GQNSTRUGTI4N
® - ' FINAL GROUND LINE DAMAGE TO THE UTILITY,
TOF EL 627.08 STREAM FACE) CONTRACTOR MILL REPLACE DAMAGED
~ T( TOF EL 627.08 UTILITY AT NO COST TO THE
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TOF EL 62~-.08 ~ OF UTILITY SHOWN FOR INFORMATION
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