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IIIOIECT REFERENCE N0. SNFFT N0.
R-22378 29
11Y1 SNEFI NO.
ROADWAY DESIGN HYDRAUIICS
ENGINEEI ENGINEER
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- rurcia~f0 ~ -L- 3J4~00 (RT.I -L- 729x50 i0 350x00 DiTI
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' ROJECT

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BEGIN STATE R /W PROJECT 34402.2.1
POT STA. 21 +75.00 -L-
BEGIN CONSTRUCTI(
BEGIN TIP PROJECT I
PC STA. 9+86.41 -L-
[y
!~ GRAPHIC SCALES
5 0 5 t0
Qt DESIGN DATA
ADT 2004 = 4700
ADT 2024 = 6900

~ PLANS DHV = 10 %
%~ 5` } 0 5 l0
~
~_ D = 60
1
1_ T 8 % "
O PROFILE (HORIZONTAL) V = 50 MPH
1 0 i 2
V ~l ~II~~ '
TTST 3% DUAL 5qo
PROFILE (VERTICAL)

;;i~;Y~f%1`
~ 1 V ~ ~ -`{ 1 I mn sr~n womcr ~wwo ~o. ~''
~ TT TT g1~q~{ •~• R-22376 1
~~1L ~~~~A~~S~~ ~~~~ ll~~~i~~~ ~l V~e~~~~ rnn nw~wn r.~wwsa wwna
34402.1.1 PE
---- - ---
34402.2.1 _ _ NHF-321~11~ _ .__ _ _ RW _ /UT
CALDWELL C - _ =_ -__- __- ____
OU1~TY
LOCATION: U.S.321 FROM S.R. 1370 (KIRBY MOUNTAIN ROAD)
TO S.R.IS00 (BLACKBERRY ROAD) PRELIMINARY PLANS
0o Rm usE roa coNSraomon
TYPE OF WORK.• GRADING, DRAINAGE, PALING, CULVERTS,
GUARDRAIL AND RETAINING WALLS
~c
. ~R/
Q
Hqo
~~ END CONSTRUCTION
END TIP PROJE R-2231
POT STA. 356+50.00 -L-

~h 1 °f ~ T Y2 W Y4- J. /
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NOTES: END STATER 1W PROJECT 34402.2.1
u USE METHOD III FOR CLEARING POT STA. 357+00.00 -L-
DESIGN EXCEPTIONS REQUIRED FOR THIS PROJECT,
SEE SHEET5:17 & 20
SEE PROFILE SHEETS: 346, 38-42, 44-47,
52, & 57-58
NCDOT CONTACT : TERESA BRUTON, P.E.; PROJECT ENGINEER -DESIGN SERVICES

PROJECT LENGTH Prepored la tie Office of:
HDR E
i
i
I HYDRAULICS ENGINEER DIVISION OF HIGHWAYS
ng
neer
ng,
nC.
~.~ STATE OF NORTH CAROLINA
of the Carolinas
LENGTH ROADWAY 'TIP PROJECT R-22378 = 6
57
i FoR rRE nroRrR caxocrxn DErAxrnlENr o;c rRAnrsroxrArrox
.
.
m zoaz srANDARD sPECrErcA7~onrs
TOTAL LENGTH TIP PROJECT R-2237B = 6
57
i ?E-
---
.
m
. RIGHT OF WAY DATE: GREGORY A
KEMPF P
E -
uG"LT11Ei

2
31
02 ._
.
,__
-_
PROJECT ENGINEER

ROADWAY DESIGN __ ____ - __..___ - P.E.

__.
STATE DESIGN ENGINEER
---
_
-
- __ ENGINEER
DEPARTMENT OF TRANSPORTATION

LETTING DATE:
_ RONYELL A, THIGPEN_ FEDERAL HIGHWAY ADMINISTRAT/Oi
- __- PRO/EC7 DESIGN ENGINEER

____- _ P_.E.
.SIGNATURE: - APPAOVEO
nrvicrnu annakrcruumd mnr

i
i
m
m
N
~~s~'~~~ ~~ ~~ ~ l~'~ ' ~~ '~~ ~ ~11~' ~~ fly
*S.U.E = SUBSURFACE UTILITY ENGINEER ~~I`~''~~~1~,~~ i~l+ ~-'~~~][-~'~,~~'~
ROADS ~ ~~~ ITS CONVENTIONAL SYMBOLS

Edge of Pavement _ _ _ _ _ ___ __ ._ -____-- MINOR
Curb _ _ _ _ __ -____-- Head 8 End Wall
Prop. Slope Stakes Cut .. _ _ _ _ _ _ _ ~ _ _ _ Pipe Culvert _ _ _ _
Prop. Slope Stokes Fill _ _ _ _ F _ _ _ Footbridge _ _
_
Prop. Woven Wire Fence ___ _ _ _ _ _ --~- Drainage Boxes.....
Prop. Chain Link Fence __ ___ _ _ _ __ _. --~--8- paved Ditch Gutter

Prop. Barbed Wire fence
___
~~ _ _ _ _
Prop. Wheelchair Ramp _ _.,
Curb Cut for Future Wheelchair Ramp --- cP UTILITIES
Exist. Guardrail _ _ ____ _ ~_ ~~ _ Exist. Pole
_ __._ .
Prop. Guardrail _ _ _ _ _._ - Exist. Power Pole __
Equality Symbol ~ Prop. Power Pole _ _ __ _
Pavement Removal _ Exist. Telephone .P.ole _ _ _ ____
- ® Prop. Telephone Pole __ _ _ _
RIGHT OF WAY Exist. Joinf Use Pole
Baseline Control Point _ . ___ ~ Prop.loint Use_Pole_ _ _ _ _
Existing Right of Way Marker _ _ ~ Telephone Pedestal . _.. __
Exist. Right of Way Line vwNAorker _ __ _
---A--- lYG Telephone Cable Hand Hold ____

Prop. Right of Way Line with Proposed Cable TV Pedestal _ .
LbG TV Cable Hand Hold___ __ _ _
RNV Marker (Iron Pin 8 Cap) T_ ~ power Cable Hand Hold _
Prop. Right of Way line with Proposed Hydmnt___ _ __ _ _ _
(Concrete ar Granite) RrW Marker _ _~_ Satellite Dish ___ _

~'~ Exist. Control of Access Line _ __
_ . _; c}_ Exist. Water Valve _ _
_ _ _ _ _
~n~ Sewer Clean Out ._ _
Prop. Control of Access Line _ _ -.~- Power Manhole

Exist. Easement Line _ _ _
p
_____ _E______. __
.._ _... - _.
Telephone Booth _ __
Prop. Temp. Construction Easemerd Line Cellular Telephone Tower _ ___
Prop. Temp. Drainage Easement Line _ E Water Manhole _ - _ _ _. _
_
_ -TOE- Light Pole _. __ __ _
Prop. Perm. Drainage Easement line -POE- H-Forme Pole
_._ -
HYDROLOGY Power Line Tower __ ___ _ _ - .
Pole with Base

Stream or Body of Water _ _
_ - _ _ _ _
Gas Valve
River Basin Buffer _
_ _
Flow Arrow - aeh --- Gas Meter
. _
_ _ _ __ _ _ _ ~ Telephone Manhole.
isappeanng Scream _ }- - Power Transformer

pang
~ / __
Sanitary Sewer Manhole
Swamp Marsh ~ Storm Sewer Manhole
Shoreline _ -- Tonk; Water, Gas, Oil
Falls, Rapids - - +-- -- Water Tank With Legs
Prop Laterol, Tail, Head Ditches ~ Traffic Signal Junction Box _
F~~ Fiber Optic Splice Box _
STRUCTURES Television or Radio Tower
MAJOR Utility Power Line Connects to Traffic
Bridge, Tunnel, or Box Culvert
r--
~
~
- Signal Lines Cut Into the Pavement
L
NL
~
Bridge Wing Wall, Head Wall _
and End Wall ~caNC ~Nw~
Recorded Water Line
__ -w~
coN~\ Designated Water Line (S.U.E.*) w__w__
~- - - -
- - --- - Sanitary Sewer
-
-ss-ss-
}_ ~ Recorded Sanitary Sewer Force Main -E55-FSS-
~~ ra Designated Sanitary Sewer Force Main(S.U.E.*) __FSS -PSS--
_ _ _ -_ _ _ _ Recorded Gas Line
_o~-
Designated Gas Line (S.U.E.*) _ _o_ ~_ _
Storm Sewer ~
. _ _ _ _ _ -5~.
Recorded Power Line __ _ _ _P~
' Designated Power Line (S.U.E.*) __ _ _ _ ~_ ~_ _

b Recorded Telephone Cable _ _ __._ -T-T-
~ Designated Telephone Cable (S.U.E.*)
_. __. --T- -T_ -
~ Recorded LNG Telephone Conduit

+ __ _
Designated USG Telephone Conduit (S.U.E.*) -TC-TC-
_ _
--

~-
Unknown Utility (S.U.E.*) TC- -
TC
-

0 _ __ __
2UTL-7UTL-

HH Recorded Television Cable _._ -TY-TV-

© Designated Television Cable (S.U.E.*)
_. _.._.
--T~-_rv--

HH Recorded Fiber Optia Cable _ . -PO-PO-
HH Designated Fiber Optia Cable (S.U.E.*) --
-
~ _
Exist. Water Meter __ _ _ __Fa
PO
O
Y lLG Test Hole (S.U.E.*) __ _ __ ~
®
0 Abandoned According to U-C, Record
------ _ wr„~
O
P End- of Information __ __
_ . _ Eo.L
BOUNDARIES ~ PROPER TIES
~
State Line _

Ow _ .
_ - __.._. _
County Line _ _ _ _
------
0 _ _
Township Line _ -----
® City Line .._ _ - _ _ _
Reservation Line _
a Property Line.... _
Property Line Symbol _ -_ ~

~ Exist. Iron Pin o
rJP
Property Comer +
~ Properly Monument ^
O
5 Property Number _

l N
b
P 123
8
0 um
er
arce
fence Line 5
-xx--x-
Existing Wetland Boundaries ww was W___
---
~
Q High Quality Wetland Boundary HD wLe
~ Medium Quality Wetland Boundaries nAO w~a--
Low Quality Wetland Boundaries ~a wLe--
_- ,<, TS_ Proposed Wetland Boundaries __~,L~ -___
Existing Endangered Animal Boundaries __ _ _ FAR _ - ,_
Existing Endangered Plant Boundaries ____,,NR___
BUILDINGS f~ OTHER CULTURE
Buildings ..._.__.. _...... _..._._ _._._ _...
Foundations ........
___ ___. ~ ~

I~
Area Outline __ ~--~
~i
Gate _ - _ _ _ ~
Gas Pump Vent or l~G Tank Cap _ a
Church _ _
School _ _
Park _ _ _ _ _ r---,
---~
Cemetery...... _- _ r ---,
t

Dam _ _ _ L_
-~
Sign _ _
__ _ _ o
5
Well _
_ I

Small Mine
_ ~
Swimming Pool _ __ _
TOPOGRAPHY
Loose Surface _ _ _
Hard Surface __ __
Change in Road Surface _ __. __ ___ _._
Curb
Right of Way Symbol _ _ ___ R/w
Guard Post _ _ _ _ _ o c~
Paved Walk
Bridge _ _ _
Box Culvert or Tunnel __ _ . _ ~-------------+
Ferry _ _ _ _ _ _ _ _-- _-- `
Culvert ___
Footbridge . __ _ .........................
Trail, Footpath __ ,-,,__
Light House
I~EGETATION
Single Tree _ _ _ _ ___ _ __ ~
Single Shrub __ - _ -_
Hedge ~,
Woods Line ,,-.-,r,~,~,
Orchard _ _ _ f~Q{~~tQQ
Wneyard _ -
RAILROADS ~_ - VINEYARD ~
Standard Gauge ~-
s

RR Signal Milepost maruuu
csx rRav
„
~,~~, ~s
Switch
.w~sm a~;oarrr~

SURVEY CONTROL SHEET

GPS CONTROL NETWORK
NOT TO SCALE
~c
GR~~
~ NOTES ~ /~
~
1, THE SSTE CALIBRPT ION SHOWN IS BASED UPON A NETNORK O
7IEO 70 THE NAO 83 POJUSTNENT. THIS CALIBRATION PILL ALLOW THE A

ENO USER TO YORK WITHIN THE SAME COOflOINRTE SYSTEM 3
V
NHEN USING RTK IflERL TIME Y.INENAi1C) GPS RNO A LOCAL
BASE STATION. IF RNOTNER SYSTEM SUCH AS VRB f VIRTUAL
REFERENCE STgT IONI IS USED. W01 T10NAL FIELD TIES MPYBE
NEECCO TO REDUCE POSSIBLE FPRORS. OR BIASES.
2. THE CONTROL DATA FOP THIS PROJECT CAN BE FOUND ELECTHONICRLLY BY
SELECTING PROJECL CONTROL DATA AT
NTTP://NWV,OOH.OOi. STATE. NC.UBi PPECONSTRUCT/HIGHWAY/LOCATION/PROJECT/
NCDOT GP9 STATRIN R3297R-2 THE FILES TO BE FOUND RRE AS FOLLOWS:
TQ LOCALIZED PEWECI' COORDAATES R273TB
LS_GPSCALIR_03BIBI.HTML '
LENOIR N ' 840587713 _
R22378_LS_NG584_e361B1.TXT NCDOT GP9 STATTON R~37B-Nl
E _ ]2334978ll R22378 LS_LOCAI_D3BIBI.T%T
NCDOT GPR STATION R8Y.Y7B-18 I.OCALlZED PROJECT 0008DINAT83
p

- RSY MWMAIN ROAD R2237B_LS_cONTROI._B3et 01. TxT

NCDOT

GPS STATION RE837B-7 NCDOT OPS STATION R8237B~

OCA7IZED PR0.ISGT CDORDINATES
I
LOCAlJEEO PROJECT COORDINATES
N ~ 8&71
1& N s ~~~
_
E >EI8313'lg1
7U THE WGBea qNa LOCAL FILES ARE COnw oEUniTEa ANO CAN BE USED rG
REPRODUCE THE SITE CPLIBRATION FOR THE ENU USER'S GPS EOUIPMENi. LOCALIZED PROVBCT COORDINATE$ .
N 8b~A9.S96 .
E 1820'/6799A J
IF FlIRTHER INFONMATION IS NEEDED. PLEASE CONTACT THE
NCDOT GPS STATION R8&47B-8 N 854737045 E JZ&t968.}75 ije
LOCgTIIXV AND SURVEYS UNIT. LOCALIZED PROJECf COORD/NAT&4 E - 12E6967568 (J,$. 3Z~
N = 864180.867
E = 1.985 ~_ ~~^- dJ
NCDOT GP3 STATION R22378A -Y2- w -Y~ j'
cocALrzED PROaELT DooRDlxerxs ~ -Y uw, c~c~ Y5-
N(907' OP9 STATION R8897R3 k~ Y
Yi E _ ]88.ffi tiN.. 7
LOC11JZED PE(A7ECf COORDINATES
-
N ~ 8157L6.R15 R 1
O
~ I
NCDOT OPS STATION R83S7B-D
~ 15
E = 189397L961 7 U LOCALIZED PRWECf COORDNATES
N

~
014 NCDOT GPS STATION RZ837B-5 O E ' 1E81567'7~ B~OW~ ~
R0~
LOCH paa>a
m
iBE o LOCALIZED PR0.l
OOxnDPATES ~ 1•
N = 999TX.768 I
°W-YI- E = 1Pd765Y
90Y n
E _ ]8:9468,L403 .
n
'
•'

-L- STA 9+86
41 BEGIN STATE PROJECT NCDOT GPS STATION RSYJ7B 1
Sie
S
T731303 -L- STA 357+00.00 END STATE R /W PROJECT 8.7731303
. .
1mer.rien pROdECT COORDINATES ~ LOCALIZED PROJECT COO RDINATES
LOCALIZED PROJECT COORDINATES ~"_ ~',~', ~ N=686085
6620
N = 840857
2732 .
. E =1217575.7690 NCDOT GPS STATION R2Y37B-10
E=1233309.8645 LOCALIZED PROJECT CDORDA'dTES
N = 870037805
E 121900&354
DATUM DESCR I PT ION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCGOT FOR MONUMENT "R22378fi "
WITH NAD 83 SLATE PLANE GRID COORDINATES OF
NORTHING:8541802571ft1 FASTING: 1226839~3281ft1
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRIDI IS: 999908500
THE N.C.LAMBERT GRID BEARING AND
ICCAfIZED HORIZONTAL GROUND DISTANCE FROM
"R2237B6" TO L- STATION 9f86.41 IS
S 25 °54' 96 " E 14,81 t 73'
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NGVD 29
a
® INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL
BY THE NCDOT LOCATION AND SURVEYS UNTT.
PROJECT CONTROL ESTABLISHED UTILIZING GLOBAL POSlTIOMNG SYSTEM.
NETWORR ESTABLISHED FROM EXISTING NCGS AND NC DOT MONUMENTATION.
SEE GPS CALIBRATION SHEET FOR HORIZONTAL AND VERTICAL COORDBNATE VALUES
NOTE: DRAWING NOT TO SCALE

"`
t
E
a
SURVEY CONTROL SHEET R- 22378
GPS CALIBRATION REPORT
POINT 822378-5 - NG589 NORTHING 853070. I535FT POIN1 R2237B~5 - LOCAL
PROJECT : R2237B LATITUDE 36.03'57, 38432'N FASTING 1227632.98%FT NORTHING 853B70.1555FT
LONGIiWE el•36'48.79658'Y ELEVATION 2282.83%FT FASTING 1227632.903SFT
TIP NUMBER R-22378 HEIGHT 2898.0405FT HgIZ ERROp 8.0B68FT ELEVATION 2282.837SFT
PERT ERROR 0.BB2SFT U7[UZED HORZ AND VERT
USER NRME RGNILLER GATE & TIME 2~B2~t6 PM 30 ERROR 0.08)SFT DUALITY SURVEY WRLITY
7/29/2883
POINT R2237B-6 - YGS84 NORTHING 854180.257SFT PoINT 822378-6 - LOCAL
COORDINATE SYSTEM U5 STRTE PLANE ZONE NORTH CAROLINA LATI TUOE %•04'BB.15091'N EASIING 3226839.3315FT NORTHING 854180.2575FT
1%31 R7 GROUN01 3200 LONGITU3E 81.36'58.6146TY ELEVATION 2352.BB75FT FASTING 1226839.32BSFT
HORIZONTAL OAilA1 NAD 1983 ICONUS) HEIGHT 2248.1555FT HORZ ERROR 0.B03SFT ELEVATION 2352.880SFT
VERTICAL DATUM NGVO 29 GE010 MWEL GEOI099 ICONUS7 VERT ERROR 8.0075FT UTILIZED HORZ AND VERT
CWRDiNRTE UNITS US SURVEY FEET 30 ERROR 8.0B/SFT OURLITY SURVEY WRLITY
DISTANCE UNITS US SURVEY FEET
HEIGHT UNITS US SUiVEY FEET POINT R2237B-7 - MGS89 NORTHING 854737.B955FT PoINT p22378~7 - LOCAL
--""-'----" " ""-'---"-------'-'-----'---------- ---------~-- LATITUDE 36.89'13.529I5'N FASTING 1226357.6665FT NORTHING H54737.0465FT
LOCAL SITE INF(KiMAT10N LONGITUDE 81'37 04.85197 M ELEVATION 2389.6745FT FASTING 1226357, 668SFT
LOCALIZED ARWNO HEIGHT 2284.9795FT HORZ ERROR 0.0B2SFi ELEYA110N 2389, 661SFT
LRTITUOE 36.04'80. 15088'N VERT ERROR B.0135FT UTILIZED HORZ ND VERT
LONGITUDE 81.36'58. Bt643'N 30 ERROR 0.0135FT OURLIiY SURVEY DUALITY
SITE SCALE FACTOR L.0BBB91519B
-"-----------'-~---------~~~--~-----~--~---~-------- ------------ POINT 822376-8 - NG589 NORTHING 858196.2815FT PoINT 822378-8 - LOCAL
LATITUDE 36.04'46.90197'N FASTING 1223214.7395FT NORTHING 8581%.283SFi
THE NORTH CMDLINA DEPARTMENT OF TRRNSPORTAITON USES A LOCRLILEO LONGITUDE 81.37'44.24075'Y ELEVATION 2513.501SFT FASTING 1223214.7265FT
COINDINRTE SYSTEM HEIGHT 2409.06BSFT HORZ ERROR B.B135FT ELEVATION 2513.4805FT
XH ILH IS VERY 5IMILAP TO NORTH CRRW INA ZONE 3200 FROX NHICH IT IS VERT ERROR 0.021SFT UTILIZED HORZ RIdD VERT
DERIVED. 30 ERROR 0.024SFT WRLITY SURVEY WALITY
PLEASE TRKE CRflE IN VTILIZING THESE COORDINATES TO ELININRTE CONFUSION OF
THE 7X0 SYSTEMS. POINT 822378-9 - NGS84 NORTHING 859303.395SFT POINT 822378-9 - LOCAL
THIS FILE IS TO RID IN THE USE OF REAL TIME KINEMATIC tRTK1 GPS DUPING LATI7UCE 36•B4'S7.88425'N ERSTING 1223362.4965Fi NORTHING 859303.3%SFi
CONSTRUCTION LPYOUi. LONGITUDE B1.37'42.79853'X ELEVATION 2543, 8935FT FASTING 1223362.4755FT
---'-'---~'------" "'-------° --------~----------~ -----------~ HEIGHI 2939.496SFT HORZ ERR08 0.0215FT ELEVATION 2543.87BSF1
VERT EPPOP 0.B235FT UTILIZED HORZ ANO PERT
DATUM TRANSFOPodATION PARAMETERS 30 ERROp 0.83ISFT WALITY SURVEY WALITY
DATUM TRANSFOIMATION COMPUTPTION NOT REWESTED POINT R223JB-IB - YGSB NORTHING B631B9.144SFT POINT 822378.18 - COCA
LRTITUOE 36.05'35.61359'N EAST ING 1220768.8325FT NORTHING H63189. 154SFT
"""""-"'-"-"'-°"'-------~------------ ------~----- LONGI TIRE BI.38'15.65086'N ELEVATION 2758.273SFT ERSTING I220767.99BSFT
UPDATED DEFAULT PROJECTION lTRRNSVERSE MEPCRTORI DEFINITION HEIGHI 2616.1465FT HORZ ERROR 0. B365FT ELEYRTI ON 2758.2gSFT
VERT EP80R 0.0295FT UTILIZED HORZ RID VERT
UPOPTED OEFMJLT PROJECTION NOi PEWESTEO 30 ERRg9 0.0465FT QUALITY SURVEY WALITY
"'--------"-"" " " "" "'-'--------~------------- ------------ POINT R2237B-ti ~ YG58 NORTHING 863365.5765FT POINT 822378-11 - COCA
HORIZONTAL RDJISTMEN7 PgRPMETERS LATITUDE %•85'37.5659B'N ERSTING 122156E 827SFT NORTHING 863365.6005F7
LONGITLDE B1.38'B6.B3942'N ELEVATION 2802.0885FT ERSTING I221661.7465FT
NORTHING C0G9DINPTE OF HEIGHT 2697.H525FT HORZ ERROR 0.0845FT ELEVATION 2801.9545FT
RDTAIION CENTER 857299.4015FT VERT ERROR 8.0465F7 UTILIZED HpiZ AND VERT
ERSTING COpi01NATE OF 30 ERROR 8.8965FT QUALITY SURVEY OIIALI7Y
ROTATION CENTEp t225165.4795FT
ROTATION A03UT Tiff CENTER POINT BR~2 - NGS84 NORTHING 867567.309SFT POINT BR-2 - LOLRL
POINT 0.00'08' LRTITUOE %•06'18.24467'N FASTING 1218313.941SFT NONTHINO 867567.358SFT
TRANSLATION NORTH -B.BB45FT LONGITWE 81.36'46.96023'N ELEVATION 2964.718SFT ERSTING 1218313.8215FT
LRANSLATION ERST -8.1495Fi HEIGHT 2860.8936FT HOHZ ERROR 0.13BSFT ELEVATION 2964.6705FT
SCALE FACTOR 1.80800080 VERT ERROR 8.0485F1 UTTL IZED HORZ RND VERT
3D ERROR 0.13BSFT WRLITY SURVEY IXIALITY
VERiI[AL ADJUSTMENT PARAMETERS POINT BR-2A -NGS84 NORTHING H70037.574SFT POINT BR2A - LOCAL
LATITUDE 36.06'42.64479'N EASIING I2198B6.4755FT NQRTHING 878037.6055FT
NORTHING COOROINRIE OF ORIGIN LONG( TUOE 81.38'39.32621'N ELEVATION 2895.1435FT FASTING 1219006.3545FT
POINT 639724.1825FT HEIGHT 2791.41BSFi HOfiZ ERROR 0.t255F1 ELEVATION 2695.1295F7
ERSTING COOROINRTE OF ORIGIN VERT Ep1i0R B.BI9SFT UTILIZED HOpZ PID VERT
POINT 1234585.3365FT 3p ERROR A.126SFT DUALITY SURVEY QUALITY
VERTICAL SEPARRTION RT ORIGIN -B.B95SFT
SLOPE NORTH -1.446PPM POINT NRPPY - NG584 NORTHING 826756, %65FT POINT HAPPY - LOCAL
SLOPE ERST 1.414PPM LRTITtIOE 35.59'41.22196'N FASTING 1242952.78BSFT NORTHING 826756.9535FT
LONGITWE 81.33'34.01302'M ELEVATION 1230, 8155F7 FASTING 1242952.B6BSFT
-"-'----'--'-" "'------~- -~------------~------- ---~------- HEIGHT 1124.935SFT HORl ERROR B. B865FT ELEVATION t23B.8815FT
GEOID MODEL DEFINITION VERT ERACN 0.0665FT UTILIZED Hg9Z AND YERi
3D ERROR 8.1085FT QUALITY SURVEY OINILITY
GEOID99 ICONUSI
POINT MORP (SON -NG584 NORTHING 814248.3218FT POINT NORRISON - LWRL
---""'-" " ""'----"--'---~~-------------~~-----~- ----~------ LAiI TIKE 3557'81.20957'N FASTING II11635.2515FT NORTHING 81424H.3215FT
RESIDUAL DIFFERENCES BETWEEN GPS fNGSB41 AND LOCAL COOROINRTES LONGI i1.I7E 82.00'06.62407'N ELEVATIW 2679.4905FT FASTING 1111635.2975FT
HEIGHT 2578.0955FT HOA2 EHBOA 0.0475FT ELEVATION 2679.457SFT
SUMMARY VERT ERROR B.B33SFT UTILIZED HORZ AND VERT
30 ERROR 0.B575FT DUALITY SURVEY DUALITY
MA%IMIIM ERROR ROOT DEAN SQUARE POINT
ERROR POINT NILLOYDALE - VGS NORTHING 922991.73BSFT POINT YILLONORLE - LOC
HORIZONTAL 0.13BSF7 0,819 BR-2 - NGSBI LATITUDE 36.15'16.55533'N FASTING 1183046.2225FT NORTHING 922991.734SFT
VERTICAL 8.078SFi 0.011 WILLONOALE - NGS LONG( TUOE 81.46'15.383i9'M ELEVATION 2739.4H95F7 FASTING 1183046.3015FT
THREE-OIMENS ZONAL 0.138SFT 8.822 BR-2 - NG584 HEIGHT 2637.980SFT HORZ ERR08 0.0795FT ELEVATION 2739.5595F7
VERT ERROR 0.B7BSFT UTIL?ZED HORZ ANO VERT
POINT PESIWALS 30 EflflOR 0.1B65FT WALITY SURVEY DUALITY
IIG584 COORDINATES CALCULATED POINT LW AL COORDIw1TE5 POINT 890 ~ MGS84 NORTHING 892951.9445FT PoINT B90 - LOCAL
FOR DISPLAY ONLY LATITUDE 36.11'00.73005'N FASTING 1348906.6415FT NORTHING 892951.92BSFT
LONGITIDE 8142'22.90388'N ELEVATION 1336.I385FT FASTING t348908.6565FT
POINT A22376-1 - NGS84 NORTHING 8397N,7825FT POINT R2237B-1 -LOCAL HE1C41T 122H.2655FT HORZ ERROR 0.B285Fi ELEVATION 1336. IB75FT
IATl TUDE 36•BI'47.26632'N FASTING 12345B5.3365FT NORTHING 839724.7585F7 VEPT ERROR 0.031SFT UTIL12E0 NORZ ANO VERT
LONGITUDE 81.35'19.91210'N ELEVATION 1382. B335FT FASTING 12345B5.4B55Fi 30 ERROR 0.8425FT QUALITY SURVEY QUALITY
HEIGHT 1277:43BSFT HORZ ERROR 0.873SFt ELEVATION 1382.8685FT
PERT ERROR 8,0355FT UTILIZED HORZ AND PERT
30 ERROR 0.0915FT DUALITY SURVEY QUALITY
POINT P2237B-2 - NGS84 NORTHING 840587. t33SFT POINT 822378.2 - LOCAL
LATITUDE 36 •B 1'55.51813'N FASTING 1233197.746SFT NORTHING 840587. 1155Fi
LONGITUDE Bb35'33. 92179'N ELEVATION I391.958SFT FASTING (233497.811SFT
HEIGHT 1286.6125FT HORZ ERROR 0.0675FT ELEVATION 1391.9795FT
VERT ERROR 8.0216FT UTILIZED HORZ AND VERT
30 ERROR 0.0715FT WALITY SURVEY QUALITY
POINT 822378-3 - NGS84 NORTHING 845715.2005FT POINT R2237B~3 -LOCAL
LATITUDE %•02'46.166B4'N ERSTING 1233371,6645FT NORTHING Bd5715. 1855FT
LONGITUDE e1.35'36.58698'W ELEVATION 1793.8655FT ERSTING 1233371.691SFT
NE IFA{i 1688.6615FT HORZ ERROR 8.8315FT ELEVg7IW 1793.9815FT
VERT ERROR 8.036SF7 UTILIZED HORZ W40 VERT
?D ERROR 0. B475Fi QUALITY SURVEY DUAL ITV
POINT R22378~4 ~ YGSBa NORTHING 847466.9BBSFT POINT R2237B-4 -LOCAL
LATITUDE 36.07 03.41318'N EAST ING 1233095.5595FT NORTHING 8/7466.901SF7
LONCITUDE 61.35'40.SB504'N ELEVATION 1855.342SFT FASTING 1233895.574SFT
HEIGHI 1758.1976FT HOR2 EflROP 0.817EFT ELEVATION 1B55.381SFT
VERT CRROR 0.839SFi Uiil-IZED HORZ RND VERT
30 ERROR 0.042SFi OUALfiY SURVEY DUALITY
I LOCATION AND SURVEYS 1
DATUM DESCRIPTION
THE LOCALIZED CCi1RDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE Pf7WE ORDINATES ESTABLISHED B/
NCDOT FOR MONUMENT "R223TBfi"
WITH NAD 83 STATE PLANE GRID COORDINATES OF
NORTHING: 854180257fft1 FASTING 1226B39.3281fU
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID( IS: 999908500
THE NC. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GRIXIND DISTANCE FROM
R2237B{" TO -L STATION 9+8&41 IS
5254'16"E 14,811.13'
A!1 LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NGYD 29
~-NOTES
I. THE SITE CALIBRATION SHOWN IS BASED UPON R NETWORK
TIED TO THE NRO 83 RDJUSTMENT. THIS CALIBRATION
WILL RLLOW THE ENO USER TO NORK NiTHIN THE SAME
COORDINATE SYSTEM WHEN USIND RTK IREPL TIME Y.I NENRTIC)
GPS AID A LOCAL BASE STATION. ]F ANOTHER SYSTEM SUCH AS YRS
1 YIRTURL REFERENCE STRTIONf IS USED RDOIT[ONAL FIELD ilES MAYBE
NEEDED TO REDUCE POSSIBLE ERRORS, OR BIRSES.
2. THE CONTROL ORTR F9R THIS PROJECt CRN BE FOVPD ELECTRONICRLLY BY
SELECTING PROJECT CONTROL DATA RT
HTTP~//WXN.DOH.DOT,STRTE.NC.US/PRECONSTRUCT/HIGHNAY/LOCRTSON/PROJECT/
THE FILES TO BE FOUND RRE RS FOLLOWS
R2237B_LS_GPSCW.IB_030101.HTML
R22370_LS_NGS84_038101. TYT
R2237B_LS_LOCAL_030101. T%T
R2237B_LS_CONTROL_030I0L T%i
THE NGS84 ANO LOCAL FILES RRE COMMR UEL IM (TED qND CRN BE USED TO
REPRODUCE THE S17E fgLIBRRTI ON FOR THE ENO USER'S GPS EQUIPMENT.
IF FURTHER INFORMRTION IS NEEDED, PLEASE CONTACT' THE
LOCATION RND SURVEYS UNIT.

CONTROL DATA
BL
POINT OESC, NORTH ERST ELEVATION L STATION OFFSET
2 R2237B-2 848587.1158 1233491.8110 1391.98 OUTSIDE PROJECT LIMITS
201 BL-t 841%5.5838 1232738.2240 IM9.51 21.84.08 19.30 RT
202 BL-2 842579.4280 1232368.7350 1496.38 29.45.82 38.95 LT
283 BL-3 843192.7050 1232362.4360 1535.61 35.48.08 34.78 LT
204 g5C-49 843%0.2620 1232576. N60 1599.52 43.56.39 33.51 LT
205 BL-5 844478.6358 I23321LB990 1654,22 51.59.34 1.38 LT
206 6L-6 844734.3588 1233536.3880 1688.57 55.64.28 12.09 AT
207 &-7 845281.0910 1233638.5880 1724.17 60.35.40 22.53 RT
208 BL-8 846803.8650 1233352.4678 1765.74 68.75.85 67.22 LT
209 BL-9 BK752.2%8 1233189.55% 1821.18 76.48. BB 29.68 LT
4 R2237B-4 847466.9010 1233895.5740 1855.38 83.59.78 31.17 RT
216 BL~10 848582.1050 1232674.8788 1921.15 94.76.59 8.86 RT
211 BL~11 849228.2188 1232266.52% 1987.56 103.10.07 2.56 RT
212 BL~12 849836.60 12317d3.0510 20/4.88 111.11.97 25.30 PT
213 BL-l3 850226.4200 1231344.5840 2048.05 116.69.41 27.37 RT
214 BL-14 850817.1518 1230689.3620 2033.24 125.51,00 5.38 lT
215 BL~IS 851482.8530 1238082.1378 2857.31 135•A7.57 6.27 LT
216 ASC~48 852262.9270 1229251,7908 2134.19 145.67,80 81.22 RT
217 BL-17 852a89.fi980 1228853.1120 2169.48 149.39.64 227.89 RT
218 RSC~38 652409.8750 1228184.9980 2187.% 157.39.75 40.85 RT
219 BL-l9 652722.9928 1227794.8528 2195.47 161.95.72 5.44 RT
5 822378-5 853870,1558 1227632.%3B 2282.84 165.78.20 33.79 R1
220 BL-220 853918.6810 1227861.2258 2266.27 175.95.88 27.65 Li
221 81-21 854426.52fA 1226898.4138 2307.49 181.34.66 38.59 AT
222 BL-22 854817.1750 1226516.9828 2350.66 18605.76 36.73 Ri
223 81-23 855184.2150 1225839.5540 2409.62 194.43.36 21.87 AT
224 BL-24 855545.7318 1225338.6098 2461.11 280.66.92 34.47 LT
225 PSC-32 855958.5378 1224928.3240 2503.47 286.42.87 27.88 LT
226 BL-26 856858.6760 1224618.0588 2543.43 215.86.19 17.08 AT
227 BL-27 857062.4190 1223975.5158 2531.54 222.51.54 68.37 LT
228 BL-28 857739,3620 1223279.3128 2504.59 23bB2.63 41.97 LT
8 822378-0 6581%.2830 1223211 J268 2513.48 236.61.32 24.01 RT
9 R22378~9 859383.3%A 1223362.4750 2543.87 247.79.73 33.34 RT
229 BL-29 860332.3510 1223866.9378 2595.98 258.52.41 21.23 RT
230 8L-38 860668.SUB 1222444,84% 2643.98 265.56.10 44,87 RT
231 BL-31 86W65.013A 1222897,8958 2665.93 269.17.15 IL B6 LT
232 &-32 %1098.1060 1221811,6508 2683.63 273.55.66 5.46 LT
233 8L-33 %1974.6190 1221574.8608 2715.02 282.59.43 37.67 RT
10 822378-10 863189,1548 1220761.9%0 2750.24 297.15.82 36.07 LT
234 ASC-23 %3615.2378 1220182.08% 2774.82 382.5/.27 37.16 LT
235 BL-35 863963. B21B 1220148.3190 2799.96 307.17.52 114.69 LT
236 0L-36 864113.5640 1219882.1840 2799.54 318.04,91 220.76 lT
237 BL-37 864682.8098 1219727.16% 2792.06 315.48.23 8.45 LT
238 ~-36 864976.5358 1219238.9%0 2804,29 319.95.75 315.15 LT
239 BL-39 865246.1058 1219274.2830 2889.76 322.18.03 198.90 U
240 BL-40 865413.5840 121%99.8910 2816.29 ?23.16.84 281.21 RT
241 BL-I1 865917.6848 1219364.2340 2829.89 320.36.14 66.16 RT
242 BL-42 966066.9728 1219058.5330 285E 28 338.63.32 192.18 LT
243 BL-43 866M3.8129 (219113.5410 2874,87 333.87.97 53.58 RT
244 BL-/1 866813.9248 1218759.2340 2988.77 339.44.97 31.67 RT
14 BR-2 867567.3588 1218313.8218 2964.67 347.99.25 28.46 RT
BYI
POINT
------------ OESC.
---------------- - NpiTN
---------------
- ERST
----
-
- ELEVATION YI STATION OFFSET

402
822378.2 -
840587.1150 --
---
--- -
1233497.8110 ----------'--.- ---
1391.98 ---...--.-.-- -.-.
WTSIDE PROJECT .----...-.
LIMITS .-
411 BYI-I 841482.0380 1232831,3260 1421.31 OUTSIDE PRDJECT LIMITS
BY2
POINT DESL. NORTH EAST ELEVATION Y2 STATION OFFSET
421 BY2-1 851383.4780 1229415.1260 2078.77 OUTS]OE PROJECT LIMITS
422 BY2-2 851793.68% 1229299.7970 21A8.34 OUTSIDE PROJECT LIMITS
423 672-3 851908.1680 122%L1, 1270 2093.82 OUTSIDE PROJECT LIMITS
415 BL-IS 851482.8530 1238002.4370 2057.71 gITSIOE PROJECT LIMITS
BY3
POINT
------------ DESC.
---------------- NORTN
-
- EPST ELEVATION Y3 STATION OFFSET

420 -
R2237B-1B -------
---
--- --
863169.1540 -------------- -
1220767.9980 --------------- ---
2750.24 ------------- ----
12.64.07 ----------
620.08 --
L1
431 BY3-I 862448.1280 1221234.1528 2721.68 DUTSIOE PROJECT LIMITS
432 BY3-2 862768.97% 1221189.7178 2748.18 12.01.27 ;1,27 LT
433 BY3-3 862992.6350 1221501.6700 2143.67 !5.67.92 13.36 RT
874
POINT DESC. NORTH EAST ELEVATION Y4 STATION OFFSET
4lB R2237B-10 863189.1540 1220767.9980 2758.24 OUTSIDE PROJECT LIMITS
441 BY4-1 863239.0869 1221034.7630 2752.07 12.84.05 16.66 RT
442 BY4-2 863307.9428 1221365.1828 2748.02 GUT6IOE PROJECT LIMITS
875
POINT
............ OESC.
.............. .. NDRTH
................ . EAST
............... . FLEVATION
........ ....... .. YS STATION
.... OFFSET

523
BL-33
861974.6190
1221579.0608
2715.82 .......... ...
OUTSIDE PROJECT ...........
LIMITS ..
510 BYS-1 862006.1110 1221774.1386 2748.64 OUTSIDE PROJECT LIMITS
SURVEY CONTROL SHEET R-22378
BMI ELEVATION 1405.62
N 841827 E 1232618
L STATION 21.69 130 LEfT
RR SPIKE IN BASE OF 8' YELLOY POKAR
BM2 ELEVATION • 1527.56
N 843183 E 1232335
L STRTI ON 35.34 68 LEFT
RR SPIKE IN BASE OF 15' 7ELlOW POPLAR
BM3 0.EVRTION • 17A8.85
N 845051 E 1233575
L STATION 58.75 34 LEFT
RR SPIKE IN BASE OF 15' YELLOY POPLRA
BM4 ELEVATION • 1875.57
N 647994 E 1232836
L STATION 89.43 76 LEFT
RR SPIKE IN BASE OF 2T YELLOM POPLAR
BM5 ELEVATION 2856.44
N 858122 E 1231535
L STATION 114.60 B5 RIGHT
RA SPIKE IN BASE OF 19' YELLOM POPLAR
BM6 ELEVATION • 2231.94
N 852343 E 1229250
L STRTION 145'98 154 RIGHT
RR SPIKE !N BASE OF 2B' CHESTNUT
BM7 0.EVATION 2254.42
N 853653 E 1227189
L STATION 173.45 57 LEFT
RR SPIKE IN BASE OF 28' YHITE ORK
BMB ELEVATION 2441.78
N 855354 E 1225580
L STATION 1%•13 66 LEFT
RR SPIKE IN BASE OF IT BLACK LOCUST
BM9 ELEVATION • 2538.13
N 857844 E 1223%4
L STATION 222.36 72 LEFT
AR SPIKE IN BASE OF 21' PITCH PINE
BMIO ELEVATION 2526.64
N 858776 E 1223258
L STR71pN 242.11 52 LEFT
RR SPIKE IN BASE OF 30' YELLOY POPLAR
BMII ELEVATION 2673.63
N 868912 E 1221902
L STATION 271.55 37 LEFT
RR SPIKE ]N BASE OF 29' SUGAR MRPLE
BM12 ELEVATION 2729.57
N 862960 E 1221A18
l STATION 293.93 49 RIGHT
RR SPIKE IN BASE OF 21' PITCH PINE
BM13 ELEVATION - 2822.47
N 865645 E (219746
L Sipi[ON 324.79 370 RIGHT
RR SPIKE IN BASE OF 30' BM OAK
BMI4 ELEVATION = 2908.35
N 866819 E 1218668
L STATION 339.71 60 LEFT
RR SPME IN BASE Of (6' BLACK LOCUST
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FDR THIS PRDJECT
IS BASED ON THE STATE PLANE CDDRDINATES ESTABLISHED Bi
NCCOT FOR MONUMENT '822318-6"
WITR NAD 83 STATE PlNJE GRID CDORDINATES OF
NORTHING 854180251(ftl FASTING: 1226839328ffl1
THE AVERAGE CDMBINED GRID FACTOR USED ON TNIS PROJECT
(GkOUND TO GRIDI IS:.999SCIB500
THE NL. CAYBERT GRID BEARING AND
LOCALIZED fIDRIZONTA. GRIXIND DISTANCE FROM
'~zz.~6-B° ro -L- srarloN 9+ae.4~ Is
S 25°54'16" E 14,8 U.13'
All 11NEM DIMENSIONS ARE LOCALIZED HORIZDATAL DISTANCES
VERTICAL DATUM USED IS NGVD 29
NOTES ~
i' THE SITE CALIBRATION SHOWN IS BASED UPON A NETMORK
TIED TO THE NRD 83 ADJUSTMENT. THIS CALIBRATION
MILL ALLOM THE END USER TO MORK MITHIN THE SAME
COORDINATE SYSTEM NHEN USING RTK (RERL TIME NINEMATICI
GPS ANO A LOCRL BRSE STATION. IF ANOTHER SYSTEM SUCN AS VRS
f VIRTUAL REFERENCE STATION) IS USED. ADDITIONAL FIELD TIES MAYBE
NEEDED TO REDUCE POSSIBLE ERRORS, OR BIASES.
2. THE CONTROL DRTA FOR THIS PROJECT CRN BE FOUND ELECTRONICALLY BY
SELECTING PROJECT CONTROL OgTq AT
HTTP://NMN.DOH.DOT,STATE.NC.US/PRECONSTRUCT/HIGHNAY/LOLAiION/PROJECT/
THE FILES TO BE FOUND ARE AS FOLLOMS:
R2237B_LS_GPSCRLIB_030101.H7ML
R2231B_LS_MGS84_0301A1. T%T
R2237B_LS_LOCRL030101. T%7
R2237B_LS_CONTROL_030101.T%T
THE MG584 AND LOCRL FILES ARE COMMA DELIMITED ANO CAN BE USED TO
REPRODUCE THE SITE CALIBRATION FOR THE END USER'S GPS EQUIPMENT.
IF FL4TTHER INFORMATION IS NEEDED, PLEASE CONTACT THE
LOCATION ANO SURVEYS UNIT.

n
M:vJSIOEu
~ ~ PROJECT EEF9tENCE N0. SFIEET N0.
u R-22378 2
RN! sJeEr No.
---
_______________________________ ROA[WlAY DEIGN HYGRAUNCS
___________

__________________________________________
ENGINEER ENGINEER
__________________________________________
__________________________________________
-------------------------------------

PRELIMINA Y PLANS
DD Ntlf I9E PO0. CONSTRUI'110N

PAVEMENT SCHEDULE

C1 PROP. APPROX. 3.0" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.56,
AT AN AVERAGE RATE OF 112 LBS. PER S0, YD. IN EACH OF TWO
LAYERS.
~2 PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE S9.56,
AT AN AVERAGE RATE OF 112 LBS. PER SD. YD. PER 1J' DEPTH
D1 PROP. APPROX. 2.5" ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.OB, AT AN AVERAGE RATE OF 285 LBS. PER S0. YD.
D2 PROP. APPROX. 3" ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.OB, A7 AN AVERAGE RATE OF 342 LBS. PER SO. YD.

OS PROP. VARIABLE DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.06, AT AN AVERAGE RATE OF 114 LBS. PER SD. YD.
PER 1" DEPTH.
E1 PROP. APPROX. 3" ASPHALT CONCRETE BASE COURSE, TYPE 625.06,
AT AN AVERAGE RATE OF 171 LBS. PER SO. YD.
E2 PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE 825.06, AT
AN AVERAGE RATE OF 228 LBS. PER SD. YD. IN EACH OF TWO LAYERS.
E3 PROP. APPROX. 6.5" ASPHALT CONCRETE BASE COURSE, TYPE 625.08, AT
AN AVERAGE RATE OF 371 LBS. PER SO. YD. IN EACH OF TWO LAYERS.
E4 PROP. APPROX. 3.5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, AT
AN AVERAGE RATE OF 200 LBS. PER S0. YD. IN EACH OF TWO LAYERS
K CEMENT / LIME STABILIZATION
R PROP. EXPRESSWAY GUTTER
T EARTH MATERIAL.
U EXISTING PAVEMENT.
V MILLING BITUMINOUS PAVEMENT 2.5" DEPTH
W WEDGING. (SEE DETAIL)

_ ,l
REwslol4s
__________________________________________
__________________________________________
__________________________________________
__________________________________________
------------------------------------------
PA VE MENT SCHEDULE
CODE SEE SHEET 2 FOR DETAILED DESCRIPTIONS
C1 PROP. 3" SURFACE COURSE, TYPE 59.SB
C2 VARIABLE DEPTH SURFACE COURSE, TYPE S9.5B
D1 PROP. 2.5" INTERYEDIATE COURSE, TYPE I19.OB
D2 PROP. 3" INTERMEDIATE COURSE, TYPE I19.OB
D3 PROP. VAR. INTERYEDIATE COURSE, TYPE I19.08
Ei PROP. 3" BASE COURSE, TYPE B25.OB
E2 PROP. 4" BASE COURSE, TYPE 825.08
E3 PROP. 6.5" BASE COURSE, TYPE 825.OB
E4 PROP. 3.5" BASE COURSE, TYPE 825.06
p PROP. EXPRESSWAY GUTTER
K CEMENT I LIME STABILIZATION
T EARTH MATERIAL
U EXISTING PAVEMENT
V NILLING
W WEDGING
m
„~~
K
w< NOTES: P.G.L.=PROFILE GRADE IINE
PAVEMENT STRUCTURE SLOPES ARE 1:1
UNLESS SHOWN OTHERWISE.
L
10' " 52' 10' 12' 6'
SHID
24'
4'
24' SHID MIN

' 2
4 4,
P.S. ~ 2
~~ P.S.
VARIES P,G.L. VARIES
--- 'ta

Cl r
C1 ~ ~
+
0~_OB 0`02 0.02 O.OB ~ ,~r
~, .~' ,L.) SLOPE
Z 0
6:1 -- 6:1 _
4:1 =
b:i
D2 U
T p2 ORIGINAL GROUND
VARIABLE .~ ~
SLOPE E3 12 .5 ` E3 T
,5~
GRADE TO THIS DNE
G'~ 'ADD 3' WHEN USING GUARDRAIL
TYPICAL SECTION N0
1
ORIGINAL .
GROUND
-LINE- FROM STA. TO STA. NOTES
-l- 20+00.00 62+00.00 SEE DETAIL N0. 1 & 4
-L- 73+00.00 135+00.00 SEE DETAIL N0. 1
-l- 158+00.00 212+00.00
-L- 214+00.00 219+00.00
-L- 222+00.0o zao+oo.oo
-L- 287+00.00 295+00.00
-L- 302+00.00 307+00.00 SEE DETAIL N0. 1 & 2
-L- 313+00.00 317+00.00 SEE DETAIL N0. 3
-L- 336+00.00 345+00.00
-L- 352+00.00 356+50.00
10' '
SHID
2 4'
4'
P.S. j 1
Cl
0,,_08 _ OA2
52'
~- T
P.G.L.
~.02.
SHLD
ARIABLE 1 ~
SLOPE ~bK ~' v }' U U
9'0~ (rl U ORIGINAL GROUND
~::JJ
15 (TYP.I GRADE TO THIS UNE
`~.OT'~` 'ADD 3' WHEN USING GUARDRAIL
TYPICAL SECTION N0. 2
oRwlNu
GROUND
-LINE- FROM STA. TO STA. NOTES
-L- 62+00.00 73+00.00 SEE DETAIL N0. 1
-L- 145 +00.00 158 +00.00
-L- 212+00.00 214+00.00
-L- 219+00.00 222+00.00
-L- 307+00.00 313+00.00 SEE DETAIL N0. 1, 2., & 3
-L- 317+00.00 336+00.00 SEE DETAIL N0. 1 & 3
Aw sNEEr No. _
ROADWAY DESIGN HYDAAULHS
BIGINFER BICA7EER
PRELIMINA~tY PLANS
00 NOT U58 FOR ~:ONSTRUCf1ON

REVISIONS
SHBT N0.
Rho SNEEr NO. ___
0.0ADWAY D61GN NTDRAW6
ENGINffR 6'1GINEfR
PRELIMINA~tY PLANS
DD NOT U% i0R fONRIRL'fTlgi
L
a
PAVEMENT SCHEDULE
CODE SEE SHEET 2 FOR DETAILED DESCRIPTIONS
C1 PROP. 3" SURFACE COURSE, TYPE S9.58
C2 VARIABLE DEPTH SURFACE COURSE, TYPE 59.58
D1 PROP. 2.5" INTERMEDIATE COURSE, TYPE I19.08
D2 PROP. 3" INTERMEDIATE COURSE, TYPE I19.OB
D3 PROP. VAR. INTERMEDIATE COURSE, TYPE I19.OB
E1 PROP. 3" BASE COURSE, TYPE 625.OB
E2 PROP. 4" BABE COURSE, TYPE 825.OB
E3 PROP, 6.5" BASE COURSE, TYPE 825.06
E4 PROP. 3.5" BASE COURSE, TYPE 825.OB
R PROP. EXPRESSMAY GUTTER
K CEMENT J LIME STABILIZATION
T EARTH MATERIAL
U EXISTING PAVEMENT
V MILLING
N HEDGING
°~ NOTES: P.G.L.=PROFILE GRADE LINE
~,~; PAVEMENT STRUCTURE SLOPES ARE 1:1
UNLESS SHOWN OTHERWISE.
E
STANDARD DRIVEWAY DETAIL
GROUND

SHLD ' IV

SHLD IL'

MIN D'
12' 11' 12' 12' 12'
4' 4

P.S. 1 ~
~
P.S.
VARIES

P.

G
L
VARIES
28' TO 52 ' .
. D' TO 52' Z
~ '"
u
Ci w C1
0_08 0`02 0.02 0 .08 Z O 1~~
-° = V
6:1 ---- --- - 6:1 4:1

~ T
YAR~LE
~5'~ E$ D2
5" E3
12 ORIGINAL GROUND
` . T
GRADE TO TF85 UNE
ORIGINAL GROUND 'ADD 3' WHEN USING GUARDRAIL
TYPICAL SECTION N0. 3
-LINE- FROM STA. TO STA. NOTES
-L- 10+00.00 20+00.00
-L- 135+00.00 145+00,00
-L- 280+00.00 287+00.00
-L- 295+00.00 302+00.00 SEE DETAIL N0
1
-L- 345+00.00 352+00.00 .
Wedging Detail For Resurfacing
STANDARD WEDGING DETAIL

REVlslol4s
n
u~
PAVEMENT SCHEDULE
CODE SEE SHEET 2 FOR DETAILED DESCRIPTIONS
C1 PROP. 3" SURFACE COURSE, TYPE S9.SB
C2 VARIABLE DEPTH SURFACE COURSE, TYPE S9.5B
D1 PROP. 2.5" INTERMEDIATE COURSE, TYPE I19.OB
D2 PgOP. 3" INTERLEDIATE COURSE, TYPE I19.OB
D3 PROP. VAR. INTERMEDIATE COURSE, TYPE I19.08
Et PgOP. 3" BASE COURSE, TYPE B25.OB
E2 PROP, 4" BASE COURSE, TYPE B25,OB
E3 PgOP. 8.5" BASE COURSE, TYPE B25.OB
E4 PROP. 3.5" BASE COURSE, TYPE 825.08
R PROP. EXPRESSWAY GUTTER
K CEMENT !LIVE STABILIZATION
T EARTH MATERIAL
U EXISTING PAVEMENT
V MILLING
W WEDGING
~~
u NOTES: P.G.L.=PROFILE GRADE LINE
PAVEMENT STRUCTURE SLOPES ARE 1:1
UNLESS SHOWN OTHERWISE.

' • 10' 1 D' a' s' ' • t r 12' a' e'
SHLD SHLD MIN SHLD SHLD II
l~
l~
P.G.L.
W
1.~ P.G.L.
CI
6:1 0,_OB 0`02 0.02 0.08 4:1 Vu 6:1 0,_.08 ~ 0.02 0~
_____ __ 4:1 4:
ORIGINAL 15 ~,'(a
~ T ORIGINAL GROUND OwW~ 5
~
7
GROUND ~• T GROUND ~ T T
E2
VARIABLE VARIABLE
SLOPE SLOPE
U
`ADD 3' WHEN USING GUARDRAIL
GRADE TO THIS uNE
'ADD 3' WHEN USING GUARDRAIL
TYPICAL SECTION N0.5
TYPICAL SECTION N0.6
-LINE- FROM STA. TO STA. -LINE- FROM STA

-Y1-
-Yl
10+05.00
11+09.96
-Y1- .
11+09
96
- 16+10.17 19+50.00 .

_ 13' 13' 4' 8'
SHLD S HLD IN

~ P.G.L. W CI 2~,
y.l p`OB 0,_02 O.U2 0.08 VSLOPE~
4:1
J
ORIGINAL ORIGINAL GROUND
GROUND ~~ 5 T ~ 7" 7 E2 T
VARUBIE
SLOPE U
GRADE TO THIS LINE
"ADD 3' VYFIFN USING GUARDRAIL
TYPICAL SECTION N0.7
-LINE- FROM STA. TO STA.
-Y5- 10+ 30.00 13 + 42.60
PROacr r>;PaeNCe No. sHEtT No.
R-22378 2-D
ww ux£r No.

tOADWAY DESIGN _
HYDAN1lN3
ENGINE6! g.~

PRELIMIN RY PLANS
UO NpT 158 R CONSfRGf710N

ORIGNAL GROUND
TO STA.
15+45.00
a,. 15, ». 15'.. a' 8,
S HLD SHLp MIN
l ~
P.G.L.
C1 1'>
6:1 0._08 ~ 0.02 O.Og
_.. u~0~~
4;
ORIGINAL
5
" ORIGINAL GROUND
GROUND `~
T D 12.5 E3 T
VARABLE
uoPE
'ADD 3' WHEN USING GUARDRAIL
"VARIES FROM 15' TO EXISTING GRADE TO THIS UNE
TYPICAL SECTION N0. S
-LINE- FROM STA. TO STA.
-Y2- 10+30.00 10+80.00
" -Y4- 10+30.00 10+80.00

REVISIONS
------------------------
10' 20'
SHLD ROCKFAIL
CATCHMENT AREA
2
2'
ROCK FENCE
DOUBLE FACED
BARRIER
DETAIL N0.1
-LINE- FROM STA. TO STA. SIDE NOTES
-L- 43+50.00 47+00.00 RIGHT SEE TS. N0. 1 FOR PAV'T
-l- I1+00.00 73+00.00 RIGHT SEE TS. N0. 2 FOR PAV'T
-L- 73+00.00 79+00.00 RIGHT SEE TS. N0. 1 FOR PAV'T
-L- 301+00.00 305+50.00 RIGHT SEE TS. N0. 1 & 3 FOR PAV'T
-L- 307+50.00 312+50.00 LEFT SEE TS. N0. 2 FOR PAV'T
-L- 318+00.00 322+00.00 LEFT SEE TS. N0. 2 FOR PAV'T
-L- 330+00.00 333+50.00 RIGHT SEE TS. N0. 2 FOR PAV'T
~< NOTES: P.G.L.=PROFILE GRADE LINE
PAVEMENT STRUCTURE SLOPES ARE 1:1
UNLESS SHOWN OTHERWISE.
PA VE MENT SCHEDULE
CODE SEE SHEET 2 FOR DETAILED DESCRIPTIONS
Ci PROP. 3" SURFACE COURSE, TYPE S9.5B
p2 VARIABLE DEPTH SURFACE COURSE, TYPE S9.5B
01 PROP. 2.5" INTERMEDIATE COUflSE, TYPE I19.08
D2 PROP. 3" INTERMEDIATE COURSE, TYPE I19.08
D3 PROP. VAR. INTERMEDIATE COURSE, TYPE I19.0B
E1 PROP. 3" BASE COURSE, TYPE 825.08
E2 PROP. 4" BASE COURSE, TYPE B25.08
E3 PROP. 6.5" BASE COURSE, TYPE B25.OB
E4 PROP. 3.5" BASE COURSE, TYPE B25.OB
R PROP. EXPRESSWAY GUTTER
K CEMENT I LIME STABILIZATION
T EARTH MATERIAL
U EXISTING PAVEMENT
V MILLING
W WEDGING
UECf REFERENCE N0. SHff1 N0.
R-22378 2-E
Rw uEEr No. -_
DWAY DESIGN
ENGINEER NYDRAUUGS
ENGINEWc
PRELIMINA~tY PLANS
W NUT VSB POR CONYfRV(TION
10' 20' VAR. 20"" VAR.
SHLD ROCKEALL
CATCHMENT AREA
EDGE OF 2 ~•~
5'
TRAVEL 2' ~
D,_02
-ROCK FENCE
- -DOUBLE FACED SEE XSECT FOR ELEVATION
BARRIER y
~.
0.08
1~
s - 0.75:1 @ ST0. 305+50
as - 30' @ ST0. 310+50
ess -1.25:1 @ STA 305+50
DETAIL N0.2
-LINE- FROM STA. TO STA. SIDE NOTES
-L- 41+00.00 43+50.00 RIGHT SEE TS. NOS. 1 FOR PAV'T
-L- 305+50.00 311+00.00 RIGHT SEE TS. NOS. 1 & 2 FOR PAV'T
10' 24' VAR.
SHLD ROCKFALL
CATCHMENT AREA ip~ 30'
2 ~ SHLD ROCKFALL
2' 20' `5~ CATCHMENT ARFA
EDGE OF 2
ROCK FENCE TRAVEL 2'
DOUBLE FACED ROCK FENCE
BARRIER
U06 I ~~ DOUBLE (ACED
o'
BARRIER
DETAIL N0.3
-LINE- FROM STA. TO STA. SIDE NOTES
-L- 311+00.00 322+00.00 RIGHT SEE TS. N0. 1 & 2 FOR PAV'T
~ DETAIL N0.4
-LINE- FROM STA. TO STA. SIDE NOTES
-L- 28+00.00 41+00.00 RIGHT SEE TS. N0. 1 FOR PAV'T

REVISIONS
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17.74 ft. ILT3- ---- -
/~'---
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--'"i , . , 20.02 #t. (LT.) _
20.19 ft. (LT.)
-- -~- 84_+ 00.00
26.04 ft. (LT.)
84 ±_50.00
--_..___ _-_L- $5.~0. 0.00
24.73 ft. (LT,)
__ _ -L- 85 + 50.00_
24.66 h. (LT.)
_l- -86-~ 00.00_
23.72 #. (LT.)
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DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT "R2237B-6 "
WITH NAD 83 STATE PLANE GRID COORDINATES OF
NORTHING: 854 980257(ftl EAST LNG: 1226839.328(ftl
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS:.999908500
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"R2231B-6 " TO -L- STATION 9+86.41 IS
S 25 ° 54' 15.57 " E DIST 14,811.136 (ft1
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NGVD 29
,~-°
;,
- '.,~
-~>"~~
-L- PC Sta. 9+86,4/
GEOH6/A & SHECBI BRPOSNMY
CIB !99 Hi °WO

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CURVE LRI Pls Sta /4+35J8
P/Sta1l+62A4
' - 424'26.8'
~_ !0
27'25.5(RT)
'
'
' ~= 29528' N07ES

D = 2
S9
069
LT = 19691' :
L = 35029
T = A563' $T =98,48 i. DRIVEWA'f RETURN RADII ARE 10' UNLESS
R = !,91929' OTHERWISE SHOWN
e = 0.07
DS = 50 mph 2. ALL CSP WILL BE ROD LUG
AND GASKET CONNECTOR
REFERENCES:
FOR -L- PROFILE SEE SHEET 32
~q0
5e PRELIMIN RY PLANS
ql NOf 1~8E CONSIRUCf70N
opti9 v '
5 0 ~~
® BAS°3 ADO® BRFMCO LOWER FASEIA@!f
/ ~pNN E8 DEI~lS BAAOSNAY
OE(AiR~NAW oe r~ rs o~3 i
~l~, ~~
~~''H2
~~~ - ~ EV
s'o
w.o
E~
,4 _ _
"S4q,°Sy aa~ ~ JAYfS GEi ~ Ltld NqY
~: SIBV203'E~ ~ ~

CONST.REV. PROIER AEfERBdCE N0. SMEET N0.
R-22378 05
R /W REY. © RAY SNEEE N0. _ _ _
ROADWAY DEIGN HYDRAUUC$
r R,ry/ REN. ~ 9VGINffR ENGINEER
~ ~ Iw i
~q0 8 ~ ~/ ,r~;r' ~~' PRELIMINo Ra ~ Leo N~ i
i ~/
~~ z © 8'1503 ADDED RREMCO POWFR EASEMBaE
1 /
4210A ADDED PLUS AND DISTANCES
JFJIES M.& a''RIS H.BRAOSRAW ~~ ~ I
DB os26 Pc abr 1 1
~ 'Ii~ ~ ~
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-L- POT S1A.21f75.00 ~ elor>~ 6~' r j
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Ecrsra~c ain 7332 fG P~OP.R/W P
is.so T -- --~ fXISf.R/W NON I - LfN
EIP-R/W EIP o~ CIP - I( +Wm
RENOV EXrSfrNG WARDRA'L 4 BL-2
J mW P PINC 27+90.12
TRENCMIE~SS CONSTRUCTION ~ ~ FILL WITH PLOWABLE MATERIAL WARORN W C
36' SM00 H STEEL PIPE, t=8.50' a s f F C C C~
a
~~ C
----- ----- -----
r ~~
----C __ ____ -- F-~
RETAIN F -------- - --F---------- - T BL-I
F _ T'PINC 20+21.62
C F 20t7 UNIFORM 7MER /
z UYrT /
rc
~~
f
/ ~
~ ~
qN~
/ ~~ ,
i
/
\
/
i

\
,,
/
\~

i

i

DETAIL fSR ~' CETAIL ~

FALSE SUMP -- _
'
'

ourslae Dltcn ---!- SPECIAL LATERAL
V
61TCH
Traffic Flor
~ [Not to Ecal?~
r ~ ~?,0 Ft
Zpd
:
_
I `
~N r ease
x
c~~ xo+urai t Im
o- a, v Q r~xc sra oi,~~. ~ ~ox.~a ,.i ~ ,,,, ~~
L- 26+3G (RTJ
~ ~~II~ I~ ~ rJ
-L- zz.3c To zs~oo IAT.r
?`-FILL WITN FIOwABLE MATERIAL
~~
25th
~
.
~
JB wX-4 °•
SLAB LID
~
I +g7,TyPE 350 ~ 24' CSP
G'

2CI-A E%611NL a/A
--- 36' RCP
24' RCP

~~~R~EE'`
_C~
~ W/ FO DETAIL F
\
N!!l---~~
(
) ?ELBOW
\ SPECAL LAT 'V'DITCH
SEE DETAIL 9-
--
----- ~(~
~ C C
I
~J
\ -~_ _
,
~
- _ i
y
__
-

14
SANDRA N.BASINGER
DB laa PG DIaS
L
CURVE LR2
PI = 31+4123
~ = 3T 50' 482" (RTl
Cc = 5'43' 46.5°
Bs = 8'OYITJ"
Ls = 280.00'
Ts = 483.86'
Lc = 380.55'
Rc = 1,000.00'
LT = !86.86'
sr = 93.5r
e = 0.08
CS = 50 mph
a.
N.... R R q. Q ,_.~
~ n r=,
.~
24'RCP n -1 i' Q
PROPOSED WARORNL IB' RCP N,
~ g 73GI-A '- h
\\ -L- TS Sta. 26+57.31 ~J !
\ -L- SC Sta. 29+3731 ~
\ \+Op BEGIN PfT7P. BCE
FACED BARRIER FACED ARRIER W
\ ..I
\\\C h
P Q
~ L1Y `!'
\ /~\
\ / ~~
\` // C\
\~/ \\
c \
~\
NOTES:
I. DRIVEWAY RETURN RADII ARE IG' UNLESS
OTHERWISE SHOWN
2. ALL CSP WILL BE ROD LUG
AND GA.SKE7 CDNNECTOP
REFERENCES;
COR -L °ROFILE SEE SHEET 33

I
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0 17
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\ ~
)A{T REN~tENCE N0. SNEET
R-22318 OE
ae sHEEr No. _
DWAY DESIGN HYDRAULIC
ENGINEER ENGINEER
PRELIMINP~RY PLANS
00 NOT I~SE PO CONSTRUCAON
L3j M503 ADDED ARFAICO NrilE0. FASEAIEIR
® ~yDy ADDED RUS AND gSfANCEi
AND EIYS
AND GASKET CONNECTOR
REFERENCES:
FOR -L- PROFILE SEE SHEET 39

• I I I
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1 I
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475, PNOPEATY LINE SCALED FROM iA7( NAp
Hry~,s ~ ~ DEED DOES NOT CLOSE

~
/ _C-
\
~.~~A CURVE LR3
PI = 44+29.44
~ = 4404'48lfRTl
Dc = rari~.a
Bs =9'48'00.0'
Ls = 280A0'
Ts =47284'
Lc = 349TP
Rc = 8185f'
LT = 18695'
ST = 9359'
e = OA8
DS = 50 mph
1
-L-
CURVE LR4
P! = 51+9622
~ = Ia59'087'fLT
DG = r3aooa
Bs = R73a 00.0'
Ls = 280.Oa
Ts = 687b6'
Lc =666.48"
Rc = 76394'
LT = !81.00'
ST = 93b3'
e = OD8
DS = 50 mph
24' CSP
2 ELBDW
'I' RIP-RAF
PR~ELIMIN~RY~PLA~NS

`
~ EST.7 TONS

~ '
~ EST. IS SYFF

~
~ -~ W NOTE: NO RIP RAP TO BE PLACED
- , __.:
- ~
^ .- ~~
IN STREAM BEO /
~
/ ~~
4 \
/ F
_ / f
~~` F / \
EST
7 TONS / \ /
.
EST
IS SYFF /
:
\
- \
~`I~ J~~ ~°
~' ~ ~~ .
/ ::
/ _ -
\
'
'
\ /
I
CL
RIP-RAP \f
\
-
t
'
'~'=" ~ EST. 2 TONS ~
/ . ~
\
~
- ~
--.
.. i
F
/ /
EST.6 SYFF
i _~
~ \ l
~J _ _
~.:
F: - J
m

•
~ _ .

W
_- _ _
,- ~.... 1 f

~
. _..~ .... - 3
16 - - TS Sta. 51+0856 ~ f
~~ ~o _
~
4/ ~~~` - ; `` ~ + ~ W ,~NE~r~eESSiE~ -L- SC Sta. 53+8856 .,a,+

\~
~ f ~~
/
~ ;
H ~
ILL WITH
PLOWAB

35
BL-5
PI~PoSED C11ARD,RNL ~
31 yA tT
~
:

r - ~ P ~~ f
~
~
\ ~ ~ ~
CI •
I not LE
MATERIAL W1TER +SO
25
4' 2G1
/~
15' RCP 2GIL/
FIL~ WITH PLOWABLE
MA ERIAI rrr. PINC 50+26.59 ,.. k

m~_". ~~
~
~
N ~ 0
~?
GI
- PI~FOSED WARURNC ~ ~ ~ .';
,.
.:.~ I -
.,.: _ ~.-
to
~~ ~ .,, ~ ~; ~- ~ 15' RC ~ - ~ ' . x" ~ , "-
-4 ,, ,
~ ' -- - ~ ° o Q -Ln;rw wN'Sf~~ 4 _
4 " ^ I
PINC 42+19 49 ' ~ S~,B110. A
.. `° _ ~ = _ < ~ v
-
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... R _
_ 4 _a ~n
_ o ~
-
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.
'
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4
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- _. - ,..2BhA E ~
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gnNC
C E 24 °1~ _

~
IS'
P
Ie'RCP ~

~ 1
.
conk xw 16 Dl~ K' RC
RCP ~ ~
RCP ~
I~

O
IZ ~ 2! 35 gY ~, FIL~ WITH PLOWABLE
MA ERIAL .
~- ~ -~ .~ i - Ig RCP ~ / 24' RC
O
.,~.,.....~_ -~---
.~F 3G1•A O A' RCP /
~' , -L- CS StD, 45+863! ,____ j
d ''G ~~
O~ ~~ P f
IrG /~~
~~~ j
I
~~~~ i ` .R
'L ---I
0
0'
14
SANDRA Y.BAS/NGER
DB ra4 w a4s
JiTEf( /
^,e .a~
ey.ryy~
~~h
Ww sNffr No. _
ROADWAY DEAGN HYDRAUDC
ENGINHR 9NGINEER
O
O
O
O

l5 ~~
N ~.
0
AOBERF E& DIAWE &SCHAAF NZ
DB rer;e Ps a~n
J
W
I=
WN
ZW
JW
=V1
V
NOTES:
I. DRIVEWAY RETURN RADII ARE 10' UNLESS
OTHERWISE SHOWN
2. ALL CSP WILL BE ROD LUG
AND GASKET CONNECTOR
REFERENCES:
FOR -L- PROFILE SEE SHEET 35

I
I
m I
p ii
N
I
~i.
I
/W REV.
NAp 83

O

- W.KENNFfN &
-. BDNNIE 0.WRKN~ Z

F-
~ NBf P6 tom= W
W
Vf
W
t1f
f ~
0
0
o
' +
~o
~o
F
SfSO =
~y4 N
J
!
Z
~5ii /
/
/
\
\ P

\ - RETAIN ~
~~
~~,

...

,`
_ ,.
+7173
0/ `
f
~
~~ -
h ~ v- \ ~
I
F
r6 Cl. I' RIP-RAP P fXlST.R/W NDM ~ r~ 3~ t
~
:.. fI
~ ~
_
'
~ EST. II TONS /
ap ~0~
~ ~~~
~ EST. 225YFF zyti ~ .
~
h ..~ IIJR W/ .1,.
aSLA
1 .11MEL>BLOEA P8D060
P F
~
~
O F C ~/2GI
5'C P 38
i, ,
~
O B lID
32 ~ 30'CSP
~~,
/
~ _
_F - - __ ~~-
}~

~~ ~ F
N ~
+7 F// g
~ SLABXLID 3630 CSP w
SL
B/
~ ~
END IXPMI. ES£OE
GUTTER i00 $ ~
.~ - ~I
-~
n
~ A
LID
q~ I
~ -C- CS Sta. +55 I Fro;
h A -'' -L- Sta +35A '~r~~ -
b ~, ~\ I
~~ P/dDPOSED GUARORNL \ N ~` CL.'I' RIP-RAP I ~ ~ . ~ ~ 3t3'a
~1 F! ~ F EST.2 TONS I ~~
/ BL-6 eo,~ ~ EST.6 SYFF ~ ~~ ~
v PINC 54+40.36 15 ~ \\ ~ ~ ,~ ~ ~° ~ ~ ~ ~~
2~' S~7y~ 'r ROBERT Ee wavE GSClfAAF \~ D ,~ ~, I ~ *~ ; 40
~ "U/ C1B 1268 PG OEA 33 X . ~~ ~ ~J ~~~`t SBAB/LID
~~ ~~~ ~ .-. \ IS'RCP ~ `
w
pp
. ~ ~ ~ ~ . ~" ,r.
~~. ~ ~ ~~ I, ~ISIAB lID \\~~~~~ 35 ~ 2GI .,, ~~~~,h/~n W~EL80W
/ c ~r,, .'~ F..~ 39
'\ ~
0
__ m ~ '"
'! ' -.-., - [RRiM4~ _ ,~{-~ TOE PROTECTIONI
\`~ ~ '~I ~ - "~- -• - SEE DETAIL B I
. ~ ._:m -O ~.~. ~ ~_~ ~.. EST. 64 TONS
~ '. - nl ~ '~ ~ 34 ~- EST. 90 SYFF
~ `- __ :.. PROPOSED GUARORNL
ctr aL ~ ~~' ;D1\ ~ 35 I o
l "D xavr R~ ~ zcl Y . ~j'~~
X . G(lf7ER ~ ~ ~ ~ SEE DET~ IS' CSP W/ ~ BL-7 l5
PROPOSED SlDPf I1NIf~ - o~ ~ II ~~ 2 ELBOWS PINC 59+24.02 O
~ ~~~ I, P~ \ o'~~"~~ aAf II
~~0~ ~ 15 P F~ \ C~~
.~L~~X~O AOBERf E.& CIAME GSCHAAF I / EST.I'2RITONSP \\~ II
~~ DB 126'8 PG OEA TOE PROTECTION-1/ EST.6 SYfF ~
r"~P~(,~ SEE DETAIL B
N7~~ EST. 25 TONS ~ ~` ~C
/yGL EST. 35 SYFF P P.R ~ `` ~ S S /~
VV +
c~ ~ J
~\ ~
DETAIL B DETAIL FSR °'I~o DETAIL FSL z + ~~
-c
roE PRaTECnoN FALSE SUMP a°~°= FALSE SUMP ~-' i ~~
(NOT to Saalel Outsltle 0ttcn - °~
Traffic Flow Oui5lde Oltcn 1
Natural Fill } ~4Y 2.0 FT irofflc Flow
7y L'~d57~~ri058+251RT0 r+ smmn slooa(N~to SCab o coean~- s=oSrcn sioce~1r 12SCaleP ~5 Jc^, W
-L- 63+00 TO 64+75 fRT.1 -L- 58+50 IRTJ -L- 64+75 (U.l
-L- 65+00 (RT.1
IIECE R6ERB4CE Ib. 6REFF N0.
R-22378 08
RM' sNEEt No.
ow~Y oESlcr4 NIDMUUCS
ENGINEER ENGII4EER
PRELIMINARY PLANS
DO NOT USE PO ODNSFRUC170N
I L~ 142w+ I woEO nus ANG ulsrANCES 1
~~ R~
~ ~

FSR ~
\
SEE DETAIL
G ~
~~
-L-
CURVE (R4
PJ =57+9622
~ = 70'59'087'(LT!
Dc = T 30' 00,0'
9s = 10'30' 0011'
Ls =280.00'
TS =681.66'
Lc =666.48'
Rc = 76394'
ct = rslar
S7 = 93.63'
e = OA8
DS = 50 mph
NOTES:
1. DRIVEWAY RETURN RADII ARE 10' UNLESS
OTHERWISE SHOWN
2. ALL CSP WILL BE ROD LUG
AND GASKET CONNECTOR
REFERENCES:
FOR -L- PRORLE SEE SHEET 36

R /1N ~. ® rR01~ 21EFEAENCE N0. 5 ~~NO.
"~~;, ry AO H96). WW SMFtT ND.
es°' CHARLES Y.EQLgC 55;d? i zgf•S0Y -
1 I I 0.F }07.9 ROADWAY OBIGN NYDIUWCS
D9 WB PG L@b B ENGINEER ENGINEER
I I I ZQ9'OR•y ~ 5.07' N21'SI'2J'W
I I I zp•99• ~ N4J24'23'E
I I I ~ J` P ,yN
I I I p 6. 0
F ~ . PRELIMIN Y PLANS
I I I DO NOT VSR COh3TRUCIION
I I
I I
I I
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I 1 I
I I I
1 I I
I I I ® VlLW ADDED RUS AND DISTANCES
I I I
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!!! o~` Nqo ~ 5,a
I I ~• , I6 83 ~~ 5~,,~69
2 JUNE T.& JESSIE FDRD ~ ~'~
~ / :; OB 024! P6 0~0 ..
I I I - ~ - O
~~ -TRUOKRAMP- POT Sta.10+00A0 w.RENNETN o BDNNiE D.wrth;Nr ; .^ 19 _
I I I ~~ ~'~~ n~
I I I fq~ _ GENE D.& OfaA D.JENSEN
I I I ~ o D9 IIdS FG qA' ,
tq~ ~~~~ -TRUCKRAMP- PC St .13+797! .,
I I t
• ~, ~~
li ~ \ ~RUCKRAMP- PT StD.13+4232 ~ '~ ~ • yti~ ,~~~~'' o
p BL-B ' r
_.. ~ -, EIP _ :.. ry.
I I I PINC 67+1 p -_----
~ -. - ~ 0.61 ~ + O~'0 `~ C/ '21
~ ~ >N,~ /
,~ ~r9a, / // \\\\ EXIST.RiII'~,I'RIP-RAP TRUCKRAMP- PT Sta.l 2.45 .t2,522j5B•l9~ ~\~~ ~ HOPE Y.6
I I I ~ ~ - / \ EST. 2 TONS
I I 1 -\ - R4,Sp ~ EST.6 SYFF ELEN• _.,. / HOB ~P6P~
"z .. ~ ~ \\ } '! ,~, ~'~ _ 15'RCP SZ"523 11 -T KR -POT , t ! + / o
p I I 1 N ~__ c c c ><~B \ X188• /
=' i i i ~ 'vF FSL-;SEE- --. _- -_-.-~ c~ ~\\c ~ R x ELEV~ ,52A 5,60 + / Z
~' DETAIL FSR
I 4' ... 2 / 2CI 43 ~ ~~"' ~ III; P ~E ~ ~ SEE DETAIL yo
W / uxJNC eix - 2CI ~ SP ~pn R~5 W
I I 1 Z "^ r ~ Je 1qy/ , ____~ ~,~TM~ x~-- f _.. N 0' ----- _ c - iz ~ w
..I - ____ ~ -SLAB l.N" - ~ ~. n -~_ e7 ~• ~ DS~~rw - ~ --~ C F ~G\ + N
I I I 1 - ,. D.~ ~ :. ~. .,:: ~ 52
i I I = ,; _ _.. .--.`.~. .. y~~ ~ ... C~ _ to B'x~ 1 IS'C
-.F~ ,
I I I (~ ..". f _. \ - ,;, -... ~ ~ -L- - _... ""~~ _., ,. .... ~ rs~ RCBC \ ~\` .. 2GI 'o~.O.
Hx01YPE 350.,
!- p°a IP _N 15'05 41.5'W _. ~`~ T( - -.,__ -, R IS'CSP.` ~ 2GI W
I 1 I ~ _. : - _.-- ...REMOVE _._~~.-~_ 7 ~-~ ~- ' ~ REMOVE s~ H
+~ C _ ~ - _ H,IN'_ ~ ~~. __ ~ '~ mss.
f \a2ClO PE 350 ~ d . - ... SBAB LN~6. ~ ~3 .^'-.--~ N ' 0. ! p
p ~ ~ IB-RCP +IO Kl7.7YPf 1 'P~~ 49 EI _ -_p ~ ° ~ 9 9 O
I I I \ NOD. I r ~ •.{„ ~ _ J _ o f R.
j j j i~HW \ SPECIAL LAT 'V' DITCH 3GI-A IS' CSP 36' RCP +
I I I '~ ~ \ SEE DETAIL FSR -'
I 1 I / W \ :'~ 45 SEE DETAA m ~3CI-A
/ A P E WARDRN as ~~ 36' CSP ~~' ~ .~
/ \ s P W/ 2 ELBOWS / ~ ~+ • • Q
\// ~qp0 C \\ s // B00\\ BL-9 38 REMOVE "H
I I I / \ i 0 \ PI$6 HfiE98~.10' 18 1YP. IQ B'x6'
I I I CL'I' RIP-RAP \ ~ / 51 \ ~ RCBC .. ~
11 I // O \\ ~~ C C EIP s XkINNI' 1& lNIlAM SBISHOP ~ I
- E5T.3 TONS 16 \ 0 i \ .&~ 1
/ a7?SJA ' EST. 7 SYFF \\ TONJ' A& JA'CE dHANBY /~ \\ J °3'Ir ~ WS ~ 0~ // Z
\\ ~ spar. -.: ~- JUM~T~E~E~ C\\ 081751 RGODEJ //~i {~ \ ~~ ,-'ti\\~ /
~ i i \~ \ \ //c ~ ~ \ - - ?S Sta.78+36.44 / _
\~/ ~~~e.~ ~ ~ 1 C
I I I
s ~~ 29H Kapp BARIBER
~ bP~'c
~~ ~ '• / -TRUCKRAMP- -L-
I ~ I 15 DP ,,~ ,tip CURVE TRUCKRP CURVE LR5 ~ \'' ; ,
I I I O 4" ~ PI Sta 14+8678 PI = 80+35T4 \ °~ °
RDRENt E.& DIANE GSCHAAF \ _`°~ ~ = 6' 05' 40P (LTJ p = 8'!4' S7T (RTJ w
eB Y~'d ~ ~ / D = 251' 532' Dc =3'00' OOA' ~~~^
\ L =?1274' 6ls = 25YOOA'
\ T = !06.47' Ls = 190A0'
/ R = 2,00.00' Ts = 19929"
e = OA2 Lc = 18.31'
EIP DS = 50 mph Rc = 1,909.86'
Lr =12sss' ; y
~''; ~ ~. ST = 6335' ° s,
DETAIL FSR LL DETAIL FSL ~ + a ~ DS = 50 m `~
FALSE SUMP -afl°•~ FALSE SUMP ~_ ~° ~
ourslae olrcn EIP
Trarflc Flow a~relae olton ___._ ° }-~
zal ':~ _ Lz.a Fr lre+flc Flax s an _ _1 I^z.o F NOTES:
-- ~ - ~ _ i. DRIVEWAY RETURN RADII ARE 10' UNLESS
-' -- ~f NOt ro Seate I Llo ', -~5- (Nat tU Scale) ~~ ~
solron slo-o Fvrooosaa olr~n' son~n swoe ~P~ooasaa olron= \ OTHERWISE SHOWN
-L- 14.is IRT.I -L- se*ao ar.l 2. ALL CSP WILL 8E ROD LUG
-L- 18+00 ILT,)
'~ AND GASKET CONNECTOR
~~'' REFERENCES;
FOR -L PROFILE SEE SHEET 37

~:.
I I 1
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I I I
I I I
I 1 ~
I I I
I I I
I I I
I I I
I I I
I I I
I I I
I I I
I I I
I I I
I I I
I I I
I I I
i
i
i
I
N I
Z I
0
>_N
W I
~ I
i
1
i
I
i
i
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i
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i
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I
I I
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I I
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I I
I I
I I
I I
I I
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I 1
I I
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II
II
it
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II
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II
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II
W ~ ~: ~ ,n.i wo¢ms nV. xxcl NV.
r.,, R-22378 10
Aw sxEEr No.
ROADWAY DESIGN HYDRAULICS
\ ENGINEN ENGINEE#
-L- -L-
Nq Np'76J3, CURVE LR5 CURVE LR6
0 s2y'~~ P! = 80+3574 PI =87+86.86 PRELIMIN RY PLANS
83 0 = sr4'S7.~rRn o = ra5a3rarcn
M = T ~/ r M/~yr M - r~' ~' M/~y 00 NOT OSE CONSCRtttT10N
= J25YODWN Wes = r3aooWJJ
cs = r9ooa cs = rsooo'
~° rs = 19929' rs = ss2Jr
1C = 183Y ,~a P Lc = 795.43' ® 42w4 NNAE CHANGE rAACEL 29
Rc = !,909.86' m'rv Rc =2,86479'
Lr = r2ssa' Lr =1oooa
ST = 6335' ST = 50A0'
e = OA5 e = OA4
OS = 50 DS = 50 mph
~~___ ,\`
~ ~\\
c '~ \~
~' / 1 + ~ X99,
.. ~ ~ .-.
~ m o 21A
` FIOPE PATRWATp RICK)
PROPOSED SIDPE M? 1 - : - " (tpPE M~9 ~ ~ ~
21 ` ;' w
C 1 Pl~l
FR7Pf Y.& HAROLD APATRICX ,C
Q DB lam' FO 9W9
Z 1
.•.
W 1
W ~ -' ile 70 » swn • ' L- CS Sto. 91+80J8 ~
_ -L- SRS 8 +34.75 /~- Nzarorro'w „ >" ~' +
r
W ' - ..... , ~ Na2~ as.4o' ~ •;,'. - HOTS TO BE~PL~ACED W
W 3 n
h _ ... - '~~ ,~~- T - - SC St0.83+8475 I5'RCP ,~' S33~~~ ~4zo slvros~agg - s97°q~E -'i' ,~ ,1N STREAM BE6~
4' .,". - --... .. ~ ~ ... ~--- _._. 35'53' _`- CL.'I'RIP-RAP
C - --::~~. ~ BEGINEXPWY. CL.'I'RIP-RAP e3?p3h.. szj2es5E :..,, ;, _, ---s-.-,, ->;~ EST.S7TON5`~~ N
C / ~ 1 GUTTER +50 EST. 3 TONS ~' g ,4. •41. .: -: -, .. _P 1Y
5 ~ ya? .v' 5}9 ' P PROPlRnf ~ ~ ,. .104 SY i _ W
:;, .~, 1 P EST.7 SYFF:,_ •oa h ,
O _: TyP. \rla 8'x5 v 5 , = N
°v- ~~ - - • RCBC a , s;_ ~ ~~
o.
h h... .CAT ~-. r P ..70.59' S`'6~'51,.,.,' ~- ,. .... ~ F 72'RCP ~ '..P~ O
~' ~ - _....~ `---... 1tl5nma -.- 54 -, N775T'29'IY d ~ ' ' ~` /~E ~~ ,..%~ SBAB ~~:9 ,
:.., _.. - ENO EXPWY. .,~ ,.,: \\ ~ 1ST. `, LID Z
-.. _. 1 .. _.- ~ ... /~ ~ ---.. C / C F REMOVE EX P D is O
- ` ~+. -'~' -.$---.-_~ ~; GUTTER MO 2GI FIL WITH U -'. -~ O
-. ~- __ - '
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" +
'a MATERIAL ~ I/ _ ~ ~ ~ ~ -
- .,,. ~ ,;
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~Qt ~,,. - .. ~` ...: \ - / RC CxS~'RCP 18'RCP~.... .,. ~ _.. __va3• l .. _...__. _.-. __--- _-..-. ; _...: ~'~ J
'- ~~
_. ... - . , ,. ..: ,. REMOVE WW ~
' TOE PROTECTION.. ~ ~c ~ f8' . _. .:...... ~.
+ ~, - SLA ,.Bp. 17 ,., x. TYPE 3 ;, AND HW "
(„) SEE DETAIL B '~-...- - F ` F C C. _` RCP ',:.2GI _,.. -
C$ t0. 80 4475 ~, \ ~ IB' RCP 5' RCP:' JB W/ 72' RCP W
F- ~.65T.9 TONS . ~ '
t + ¢¢ ~ 57 2C ~ SLAB LE)/ F ~ z
EST.13 SYFF ; - - ~ - "' IB' RCP \ ~ j
PROPoS R FSR +50D0.. C \ ... ~ + ~ / 63
D SLOPE UM '. SEEDET O =
R22378-4 PINC 2+5i. \\ /C F FCC V
P .R/IY I ~ .. \\ P D SLOPE UN? //C ~\ / 4 (.
SPECIAL CUT DITCH
SEE DETAIL C 16336 \\ / \v/
L
' CL.'I' RIP AAP TI-506 T / -
EST.2 TONS ~ ~ w TOE PROTECTION
EsT.B S.Y.F.F. ELEV=1860.12' C \
.. ~ SEE DETAIL B
- •- ~ ~ TOE PROTECTION EST.9 TONS
.: .'
~~`_ ~~ SEE DETAIL B
-_ ~. EST. 13 SYFF
18 ~ ~ EST.S TONS '
a -.
., W m ~ EST.9 SYff
„~
JOHNNY J.& UIUAN £B(SHOP .. -. - . ~ ... 22 -,. 130D0 ft s v 4
DB WY5 P6 OR11 . - PAOP.R/W _~ s o 2
JAY£5 £STOR/ 6 ?3TO-
20 De~aw~ ~oiis s DowaD wales 6ENTLEY
23 aB os3o Ps au
\ wAl'Qe ~H Df~ NA R.PR~E s 3e so M/LWE1' lENTZ BENTLEY
26 065 ~p• Q9 0376 PG 096
Sp U.Up, g
pSZ,sew
oerai~ c
\ DETAIL FSR NULL; SPECIAL CUT DITCH
o lN°t tc Scaler a
FALSE SUMP e=~~=
a~islaeolfa, .. .rra~r NOTES:
Eip TrafNC Flo. ( Uitch
DETAIL 8 a n ~-zo Fr Nar~rw 1._ a•>° ~e~ slave _
roE PROTECTON 't0' _ _- - cr°~~a v.•,- o fw' I. DRIVEWAY RETURN RADII ARE 10' UNLESS ~°
(Not to Scolel _ ---- - ci ',
3-" (Not ro scale I OTHERWISE SHOWN
Natura~ FIII 3 ~', - v o
crouna slope s=m*cn s~oee q rrooosea olwn , act-~ ~. Min. 0 = L0 Fr.
~ °~~ _ -L- e3«so IRT.1 -L- e3+so TG 2. ALL CSP WILL BE ROD LUG
Enter Faonc a IA Fr 84 50 IRT.)
r>ce or i mer, c~.'I' A AND GASKET CONNECTOR
~ -L- 19+25 TO 79*50 IRT.I
REFERENCES:
FOR -L- PROFILE SEE SHEET 38

ii
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-L- -L-
CURVE LR6 CURVE LR7
P1 = 87+8666 PI = 103+9234
p = 1854' 31.0' (LT) p = J8 05' 12
2' (LT)
!k = 200' ~.a Dc ,
= 200' OOA'
es = r3aooa es = r3aoo~
cs = r5oar Ls = l~
ar
Ts = 5521Y Ts .
= 531AY
Lc = 795.43' Lc = 75434'
Rc =2,86479' Rc =2
86479'
LT = IOOlJa LT ,
= IOU
OO'
ST = 5OA0' ST .
= 5O.O(Y
e = OA4 e = 0
04
DS = 50 mph DS .
= 50 mph

iW REV. ® eao>ECr ~t~tNCe No. sr,EEr No.
R-22378 ll
RM' SREE'f N0. __
ROANWAY NESIGN
B~GINHA NYDRAWCS
ENGINE9I
PRELIMiN
uo naY cse ao RY PLANS
coNSrflocnon
® ~~ AND~EIP'SUS ANN DIS7ANC8i '
26
FA?N k8 DAVlD LOAKES - - -
~~~~
. -. .... _. _ _. .. _., ...,. ..,, ,....~ I ft
N
-- ~

w -L- ST StD.93+3OJ8

N PROPOSED S10Pi
l1Wrr
W
W ~ F

tq
_.-_'-_ F
---

o ,
5 -
~~ F
-- ;...
O ,
p P
sy L 1YP. E EXIST. FC `
M
0
C = +A7.TYPE 350
.

(V
~ I w
4 -N
:~_9 w
0 N
-.. o __ ... _
_ -~
I
/ I ., f _
h ~
I SEE DET~AfL~
BL-10
Z >2, PINC 93+74.75 ~ -

RCp F
F C
_ ~\~ ~ NL
I Fri C~o S
F _-
, HW --' \~~~
-- ---'

SPECIAL LAT '
SEE DETAIL D W
V' DITCH
!3 /f.
TOE PROTECTION
SEE DETAIL B
EST. 39 TDNS
EST. 55 SYFF

9
"~J 6226
bS3
VF\

I
;~
o~
Ory ~„
=0
~- -- ~ `---~ C F~ F ~ ~ ~ 9R ~~ ~~ -
0
\ ~ ~`\ ''~~~ C - \ ~ LAB LID ti~~F °~ PEO ~ (t U
C C R1VAY D.O A C!!Nf ~~CSP ~ GM?
£ ~ 264.00' IlB ItBP fG W5/ F
S24'45'32'E <~
EIP n
24 I9A0 ft CL. 'I' RIP-RAP
/ly -- E9T.4 TONS + ~~
-- - .. EST. 10 SYFF a
mNan woof afNrttr
OB 0570 P8 p73 - PROP.R/W

DETAIL B
TOE PROTECT
ION
I N
ot to Scale!
N°tura11F111
wowtl c
ove
QI
F~iter Fahnc tl- LO Ft
'
FJDe of Llner. ~L.
'
L 92+00 TO 93+00 IRT.I
-L- 95*00 (RTJ -L- 93+10 TO 94+00 (RTJ
DETAIL D
LArFAAL •v' DIrcH
DETAIL FSR I~„n kola,
FALSE SUMP o=~~ NeFra, r-k-!/~~~rll~
Ou}sl0e (!Itch •~ ~ Slone
Trofflt FbM ~ cr a _ ~ lp
q0'I ''~ ' I-20 Ff tli '" MIn.0 _I~O Fi.
_ F orlc M d -_I.O Ft.
z .-~. INOt to Scale 1 °~, h =S.QFt.
s'rooo FI r. '
5 elron stove g sua ~licn ~~ TYPe. of Liper =_C1.A55.'F
i'
28
a
_ 04YID & LNIRA J.WARD
OB 118E P6 057
/NOTES:
ti n~
,~ 0 I. DRIVEWAY RETURN RADII ARE 10' UNLESS
5m e OTHERWISE SHOWN
2. ALL CSP WILL BE ROD LUG
AND GASKET CONNECTOR
REFERENCES:
FOR -L- PROFILE SEE SHEET 39

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Re
-~•~•~~• R-22378 !2
R /W REV. © WW SHEET No. _ _
ROADWAY DESIGN HYDRAULICS
I ENGINEER ENGINEER
I
I
I \
1
I
PRELIMiN RY PLANS
I
1 ` 00 NOT t'SC roNRR11R10h'
I
I O
I
I
I
I SOp 9
9.
I 3°sfi © 7Q2A3 ADIUSTED RW, PARCEL 30, 31
I 2i
1
1
I WNM' AWOOO4ING \
I aB lace Ps aGS \\F
I sa sv
j p4 aN 1EON lOARES S2gJ255Y, B9.B2' EIP
I \ rv , 0B W!'NI PG OOA 55]5i'SR'E m n
I ^_
I/1+~~ 30
I tom ft
I 26
1 ANNIE ET000R.SR.&
I tt. WIlLAN V.TULOR,Sft ;;
FAw'N Y.& DA'ID LOAYES \ ~ P~6 ~ O~ia ^~+ aS
I OB IE91 PG AB4 ~, ;,
m
~ D b
1
1 - `~ ~ PROP.R~fY
1 PROP.R~1Y ~ \\ P~~~\p .
/ \\ ENERGY DISSIPATOR ~Q6 u
P
I / ~ ~ \ ~aV,P aye .
~ f517DD ft. / \ ~ 7<
a ~ ym~^h \ .~'/// P SED S(DPE F.Q l~
C
r
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';. ~ N41Z975•W 1 EIP 42.93' -CIP
- "-L- CS St4.r~~ ~ ~ / :-- 522752'.- O
I ~ -... _ CL 4 RIP IRAP ~. / ~~ LDw/ SLAB Z
^ ... -. - ~ .._, 189.20
I _ EST. 0 TSY ." 32
II Z -- - ~-~ FF, /A ~\ -_ F ~ BRAafT'A& w
I I~ F~ ; ~ . ~ \ TOE PROTECTION / 30' RCP`\\ :" ~~ ~ A~ ~ _
W ~~ W ~ " / 1C SEE DETAIL B ~ \ N
y(._ P _-.~ GUARORNL < • ~ / EST. 64 TONS /~ 78 \
/~\F ~,. - ". ~N m~ ~;. ~/ w -• \ ~ EST. 905YFF 'Ja \.,. W
y - -P m a i ~~ / C p
No
~` SSA
C ~ ~ Cis - ~ \ D AIL ~
I W Fin FILL wlrH ° _-- -- ~~ ~
W r. ,ti"h fLONABLE `~ ~r~- -,.. y-- _ \ F - .: \\\ ___
EA y+~p~\W, MATFAIAL ' ~C - , r END EXPWf, w - ' . O 4 -~ \ O
. ~ 1-' :'~ - GUTTER +50 °~ ^° ,,~; _ .. 29 rybryv~~. ~" O RING BOX ~e ~ _ . _ O
I _ N SP ---
... ~ ,. boa GUTTER +50 P DW' - GU7FER +DD ~ O
O .. ,.. +79,7YPE 350 m'" P R= " . .' 75 IlB 1~T15J~~ ~ .~~ -
O
N957223E
2
O ~~'~(~~7c ~r"~~._:-_'.`R .,, REMOVE::.., 2GI ,. 11100 _. CAT I ,. ;1 ---. EX ~~ ~~' O
I O ./T - CATpy~,:: ~_ rwc ern u ..,- $G1' ,
I + -~ -- - :- - ~rc ~ ••~ TBJB W/ SLAB LID I ! -
O /~~~~ ~~ - _..: - g - h - N - - - - -. - - - - - _ 115+(p _r ~-. 83 aoTwc xrM l2' Nr .
I .`~ ~~HCVE HW _.~--_.__ _ S a N 4 a W - - - - -- -- -y
RETAIN & CLEAN OUi c / Q~ c
~ -,: -"- .. _. cr s7om nrR 0..; _.. -. - .. .. --_ - .. .. _ EXISTING"-PW'E~ .. -.
------- -
~ 2G1 0 _.. .... , _ -. __..--__ _ - - - .. _ .-- . I _ _ r_. J
Q 18'RCP. ~~' -- '
I H ', ~ 71 FILL WITH .. ,~ _„ \. FSR - ~~~..- _' I
...
I - , FSR `SEE PLOWABLE 2GI "- _ _ 78 2GI -' IS' RCP.-.. ' ~ ~E- ' 15.'£ P I
l I -~_~.. DETAIL MATERIAL FSR 74 ~~~~ ~ °~ ~~ FSR -' ~ 81 PNC 115+67.84 Z
I J
I _ I e'CSP W/ REMOVE HW SEE - /~-=->~~~
IELBOW DETAIL ~ ~ ~.\ SEE DETAIL REMOVE HW
W ~ _~ -
Z -`~ i C~\ IB'CSP W/ 7/ ~ ~,.~.. •. Cam-" \\~CELBOWi,C~, C F`.
~. C ~` \ P -L- ~ I IELBOW EIP / \ i lPn) p JB W/ SLAB LID U
I ~ Boo 12. \
~ o. 8L-12
\~~
\
/
\ PINC 110+10.40
\ c\ 28 j \\
__ ~ ~
/ 800 73 \

- \
'. ~ DAV10 & LAURAIWARD / \
\
\
\ 0B flea P6 05l7 / C \
\\ /
/ \\
\
\-----~ \
.-. PROP.R~IY C
R \ -
\
\
' DE AIL B
TOE PROTECTION
( Not to Scalel
ll W
A
\
. e
Crouna aT- sroo _ +7040 ~
+OOm
\\
P9rer Eaorlc- a= LOFT 224m0 224m0 \
Type of Llner_ CL'I' ~_
- -L- 114+00 TO 115+60 FLT.)
-L- II6+50 TO II6+98 (RT.I
/ W
/ SPECIAL CUT DITCH
SEE DETAIL E
l +60m
l 85m fl
~~ 31
i ~ BILLY R.& CATFA' HAWBY
/ !b9 /aie +G W52
i
i
C
DETAIL E DETAIL FSR
SPECIAL CUT DITCH +5pm
FALSE SUMP
IN~I }
o s olel outslOe oeoh +,-.~ s2i?<'ye. 24840 R.
~ .VARIES 6' JARIES Traffic flaw /\ z9'g2,
' NOturai / + I IY NRd' g0+\ ~r '1.20 F? E
cruuo~sv _ 111+34LW9
f' ° - s t No` +o Swle I r~, 3E75/ ft so P~
Runral ~'4II I -
Cro nd `- - _ 5.1/ s=olnro Dope ~ r o ~ d oncn ~C ~o/
~ _
~~ ` ~'I ~ -En cli PanPILE i.- 106+40 IRT,1 °'
-L- 109+52 fRT.I
tied@~ ~ L- 113*50 TO II6+00 (RT,) -L- II4+00 IAT.I ~
c
ft.
-L-
CURVE IR7
Rr = ro3~sz34
o = rso5'r2.~rcn
DC = zoaooa
es = r3aooa
L5 = r5ooa
Ts = 531Ar
Lc = 754.34'
Rc = 2,86479'
Lr = roooa
ST = 50.00'
e = 0174
DS = 50 mph
C,`,
"TOE PROTECTION
,
SEE DETAIL B
EST. 20 TONS
EST. 28 SYFF 1
~
P SED SLO E i~~

1
t
1

` ~C
1 ~
i
//
00 .+ ~+so4D
5°'y ti"` 33 300m fift.
~0
~ANES D.& MELODY ARICH
pa 0991 PG 0712
NO S:
I. DRIVEWAY RETURN RADII ARE 10' UNLESS
OTHERWISE SHOWN
REFERENCES: 2. ALL CSP WILL BE ROD LUG
FOR -L- PROFILE SEE SHEET 40 AND CASKET CONNECTOR

1 7
NI
2
0
ac
I
I
I
I
I
I
!W REV.
i ;;

CL.'I' R
ZN
+p1p
~~
N _ ~ EST. IS was
,_ - '` P ~ - EST. 30 SYFF
0
EIP ~ - '
F
6. \
W ,.. N3135138'w N13 ~ TOE PROTECTION F ~ J ••..
W ~. P ~'3e•w SEE DETAIL B ~ ~9cA
''13q EST. 132 TONS
y +fOm ~ 32 w' EST. IBB SYFF JB W/
W 5m'st. 34 `SLAB LID
~ - C- t. ~iLL`~~ AjaNpCU17 GERALD BRCO,CSHIRE ~~CSI
O C j-°- ~;~CIB 0185 PO OYp w F fGERAID~ ~ E~ ~ MSHIREJ 8f! \
~ ~ ---- ~~ C n / I
~/ F
O , . ~~/ __
C / ~ N currERPPwr. Px . I I
+ 4 ~~ RETAIN & CLEAN OUT
+ro.cara
W ~„ - EXISITING PIPE ~,,'I
r-
~ ~
N Jr I20~Oo- Na3S~; zl~
h o f _ _.... _ - _.
- - _._ __'
J 1.. __ .. 9'_.. _ . - ._ _...
_ I _
W +Q7.IYPE 350 Fl 95' ~ EIP I" ~ 6 :..
Z 541z756W ~ ETA - ~ I 8!
s ~ ~ BEG1NExPWY.
" ~ GUTTER +00+00
V _ //~ C P ~P EDWARORN it
~ ~ f / 7S~CgP P .
// ~ II
JB W1 It,
/ ~ V LAB LID ;I
31 6~~~4 ~/ F v IBB
e' / +BpJp \
B1LlY R.6 CATM' HAYB7 ~ / C 9540 ft. 36' Hw F
OB 12TB FG 075E // RnY TOE PROTECTION ~
/ SEE DETAIL B 85
E5T.143 TONS
EST. 2D3 SYFF
CL.'I' RIP-
//// EST.6 S4
n.
DETAIL FSL
FALSE SUMP i~= DETAIL FSR
aurplce olmn _ _L FALSE SUMP _o=~~s
Gaftlc FLOW --- ~ Oursltle Dltcn
~a 0:1 'I I`z 0 F Trofflc Flow _
. - __. e i 20:1 iii J. ' 2.0 Ft
-5- INOf io Scale 1 n _
s=olrcn $lo-a 4Propp6B4 Olrcn! =S `- (Nat ro $COe 7 wla I~
-L- 124+50 ILT.I s:oncn soot ¢ P.ooosea on~n '
-L- 132+00 ILiJ -L- 120+SO IRTJ
NO RIP RAP TD BE PLACED
IN STREAM BED
. 'I' RIP-RAP
iT. T TONS
iT. 15 SYFF
+Dm
3S TRENCHLESS CONSTRUCTION; s
24' SMOOTH STEEL PIPIE, t=0.50' °
(RAY 7~NNf/~BRC0.'(SHlRE1 TOE PROTECTION ~
CB 0511 1C 0118 SEE DETAIL 8
+04D EST. 92 TONS
V fl EST. 130 SYFF
+Om
} F 4040 ft
J8 w/ ~ ~ ~,V
SLAB LID ~ - `yQ00+p F
~ C ~ ~~ ~
Is CSr w,t !s CS F J' 8L-14 ~ ~ `
2 ELeows '~ ~ PINC 124+50.04 ~ ~F,' ~ 1
SEE OET0. 2GI '9P .. - JB W% ~ (~
19g.oo'
N45'47'04'W
427 48.05 w
2B6,gq.
O N3Zb6'29•w -
L'.KER'H 6 SUSAY I:NMFI015
OB NES P6 OfN ~
W~
~~
~~
=n c'nx a
CL'I' RIP-R0.P ~
'-TOE PROTECTION ~ EST.2 TONS
~ ~. SEE DETAIL B ~ EST. 6 SYFF ~
EST.51TON5
EST. T3 SYFF !50!10 ~ 0
Cl.'I';R~-RAP -
EST 2 TONS
' ESL 6, SYFF
TRANSITION STONE
Ct.'I' RN'-BAP
-EST. 27 TONS ~. F IS' CSP
-- EST. 30 SYFF +8540 M P ~ 2 ELBO
F ~ T4
F C. C - IS'CSP W
_ w +75 ND ~
ExPIYC J ~\.,. ~~„ IELBOW m x .
9040 ff.
O
O
O
2GI IL ,.. ~ LAB LID III 9:\GUI'FER +00 "~ ~ +G2 FSL N ~
_90D.'FfPE 350.. CAT-I g r• +96,1YPf 350 CAF-1 9B SEE:ETAI ~ '
_._ ~ ', /l2J ~~as7wc wn ,.. _ 93 '.. ~~,~: - , ~.:... 2 .,. ,.. A'1.--;-'~
,. END EXPWY,
GU ER - PM'. U. A+ -- - - 130'09 viii ~P _. ~ f2' Q
EN4Exfwl s N4S5a"27A'W- _. 1;- - _..
_ a~ _ ~- eECEN ExPwv.:: __ _ N _~z _
_ GUTTER _...,. ~ .._.. ..__-.. .__._ _. ... _ _ 1V._ --C> GUTFER +70_ _.. R .. .J
lZ _ I
- -
2GI ~._ , = ~ sa EKSnIC nnr - ~
~2G1 II ~ 2GI o~
_ ~~~ NELL DURING / PE cau.0 NoT eE F ~ Z
,~2 ELBDWS REMOVE ` ^? DO NOT DISTURB C -_~j`Ex.~~ ;1111 Nm \iP E'O z ~ NL =
\ ;~ / \ ~
CONSTRUCTION ~~~ ~ \ ~, \ P 'J
\ % \ O '~
\ 36 /
+SD,co v ~~ Je w/ ~ t ~ 39
\,- ~ a ~ SLAB LIO
BOm fl. ~ C ~ fRkM'Ef E.SMJTH / - ~ F ~~ m
OB !2N p61,Tg / +1540 .+~m PQ 95 'C~ ? p JOSEPH RGO1NS,dd
\ s ~ / ,.~ % \ i n OB 1252 PG C~6
J T,OE `PROTECTION ~ \\
\\-" _ C SEE :DETAIL B \ P P ~.
EST. T3 TONS
33 flpyp EST. 103 SYFF. +25m ~ /. \\
JAPES 0.0 dEFL107 ARA:H +Nm \ -..
09 OAl/ PG 0212 ---~-' ----~-I. ~ 239.15' I80m ff. \ ..
+bm EOlTH SEGFR ~ 543'0770'E C~
2D040 rr. DB 0691 Ps 0584 38 \
PNlL a& eETTr ~
mvrNS ~~,
DB os9R Pc cwt
- ~ c
ETAIL 8
roE PRarECrloN
f Not to Scclo)
Notural FIII
GrounG Slope
Fllier Fabr c a= IA Ft
type of Liner. CL. 'I'
-L- 121+00 TO 124+00 ILTJ
-L- 120+BO iD 124+50 (RT.1
-L- 127+00 TO 129+00 ILT.I
-L- 128+IS TO 129+50 IRT.)
-L- 130+70 TO 131+75 ILTJ
1
764.00'
I/ 555'4
IJECT REFERENCE N0. $NEFT N0.
R-22378 13
rrH sNEET No.
uwAr DESwFJ NYDRAUUa
ENGRaEER ENGINEER

PRELIMIN RY PLANS
pD NM UeE P (ONSI RUTON
® 14210/ ADDED DRJIEWAY FARCEI 3Z
NAME CHANGE PAACft 34, 75, 76
P P.R/W
a - '. +70m
N ES: 295m fl.
"~ 1o4.9e' I. DRIVEWAY RETURN RADII ARE 10' UNLESS
~y313'S0'E
OTHERWISE SHOWN
2. ALL CSP WILL BE ROD LUG
AND GASKET CONNECTOR
REFERENCES: 3. ALL U/G TELEPHONE LOCATED AS MARKED
rnp _I _ oonoi r car curer ~~ BY PRO-MARK ON JULY 17 AND 18,2000

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P! Sta 13+6759
~ _ ~ ~, fib,
fRTI ---
Pl Sto 17+9284
'
' ----
P! Sta 19+02.88 -~-
CURV ~I•sr '
snwrla•E
Dc= 1~01'031'
' 05
32P271
~° ll
D - !6'57' 051' D= 60'07'46SfLTJ
D = 56 f0' 20
4' PI E146+58/!
' -Yl- POT
L = 3112?
T = J
6938'
C = 65.94'
T = 3262' .
L = 107A4'
T
' ~ =48
09' 322'
DD =
T 30' OOA' fLll a• +

+~ -Yi-
R = 318A0' R = 338117 = 59,04
R = 10200' ~ _ !0'30'OOA'
e = OD7 Ls = 280.00' M
DS = 30 mph Ts = 4831y
Lc = 362!2' I
9'iA~D 'r!-
'
Rc = 76394' -
~
?gasD• LT = l8LCl1'
ST = 93.63' - CE
4eJrs ft
~~ ,~
r a7
~/ _
a 0.08
TRANSITIDN STONE
\
~Q DS = 50 mph CL'I' RIP-AAP \
a IO
- EST. 30 TONS
EST 50 SYFF \
Pm
a
~\
41 3
NEl1 C.NlLfER.d o!
OB lE56 PS NNS
_-
`~ 4.l , `~~~~
N37'S1'32'W _~
+d7gi ~'!-
CONST.REY.
R-22378 14
T Sta. 10+00.00 '~` R /W REV. ~ PAY SHEET NO.
CONSTRUCTION RDADwAY DESIGN HrorcAUUu
R M! REV. © ENGINFFII ENGINE6t
JT Sta. 10+05.00
.. R /W REV.
R /W REV.
BY2-I PRELIMIN Y PLANS
-BY2- POT 5+00.00 42 ~. - oo vor nsc coNSrxucrroN
`' EuzaeErn w.8
~rXT +e0.Q7 -YI- AfEXM'DER Iw)lAEA°
:~' ~'q d3Jf ft.
~~ + CHANGED PROPERLY OWNEA,
\r".. 1Q b17A3 IAR[EL 13
., .C \ ~ ', ._ +2]110 -YI- Q M7A3 ADDED Rw MONUAU!Nf5 ALONG
N478 2 +yj(b _Y!_ PARCELS @ 15 M 17
Q b17A3 FXTFTIDED EAST. RW ALONG
RR:HLAPa RD.
RETAIN & CLEAN T ABANDON RAY ALONG WATBPfALL:
\ ~~. 'rEXISTING PIPE ~ M7A3 ROAD
'.. ,.. u, _. !. C PROPERLY OWNER,
-C
f r -- . ...-... m b17A3 PARCEL 17
`~7m Ri \~ s ~.
' ~ 1 4 ~ ~ f+: . ~~ ~ ~ 617A3 ADUSIED RN/, PARCEL 39
T - +63A6 -YI- .,~
V 1 ~ b17A3 ADA151ED PROPERTI' LMM, IARCEL 4'~
N877 ft.'. q MARCT/5 & 11NDA BOIJCK ADDED CONSTRUCTION EASFA4ENT,
1 TOE PROTECTIO a,. a DB NBb ,PG 12YE Q 617A3 pµCK q
. - .. _ ` SEE DETAIL B - ~o', BY2=2 © 7/lw3 ~~~ ~' 1 ~
\ I2Dm ff. .. ~_ EST. 64 TONS ~ PARCEL 1. ] 17, s
EST. 90 SYFF [Ins C/~ ~. -BY2- PING g±2 © X503 ADDED RREA4C0 POWEII EASEMEM
- ~
TOE PROTECTION F 157J9~'- ~~
SEE DETAW B F \ .~ y~P' ~ ,. ® COMBINEPLARCFL /1 a ~5 41
EST. 64 TONS 4C _. ...
' ~ - .. EST. 90 SYFF ' ~` ~" + +,7525 -Y!- LO
r .M-YI-
- TRDf P.B NARIENE 801X.1Y ,. ~' aO( 2dI75 ft. r
~~- DB 053P PG 00a s Q
~ I JB w/
40 If -=S SPRING BOX
,i`. LAe~~ :` Nj
TAOY P.B MNNfNE 6WGY( ENERGY DISSIPATOR ~'~ M1 12q~ Cam' ~'2t '
Z 11B 053E fG OOwI LAT.'V' DIT `:. 1W/METHOD ~ xl/2' CORR.. 10
E.. SEE OETAILCD 1` ~F lNSTALLAilON CG"~
SY EST. 55 TONS - -' ~ \
W EST. 78 SYFF
~- __ \\ -
~,. • ~\... P P
_. +2D(p ~ .' ~ ~ ;, a . V DITCH -. .
W i~-' ji u ~ SEE DETAIL D \\, ~
H n. ~~ .;,,f ~ ~ ~~ Esr.32 roNS \ y
... , - ~ - /7./~~~ F ,. ~ _ ~ EST. 45 SYFF
O r / JB w/ P -L- POT Sta.139+953! _ '~
Ci c - c _ c F /~ sLae im a ra ~ vK
IS CSP• /
O 99 ~~~`-- ~ `--__~ ~ z ELeow~s. n' : -Yl- POT Sta.15+78.31 '~
Q~ I c
_. ~ ~:
+ p ~~~ ~ ~ BL-IS ~A'1 ~xls~llN aPiLeAN DUT
N 2GI _ - a a xPWr. BL PINC 134+06.61- f G PE Is CSP w/
~ -BY2- POT 18+35.77 Mp z ELeows
r - -
_ IS' RCP
y
2 i
2C ~,.. ,_. ,,
Q !r >.
~: .
v~i " it ;,, ~NrA~Rill -.---.. _ __ 13 ~ -,. N ' .._ FILL wlrii-~., R~s
_ - FtDwAeL~ _.__ -_._.
J N 1 _ ._-_.. N~5'S0'.. --- ~ ~_., - 12' ... MAifRIAL. k i J_~
" 27i7W r .._ _
I -.__I . ._ _ L .. ~ . IX XPWY. ~' ENtl EXPWY. 1z ._. _ -_ ~ _ _
W - _.... f
- ,.., .. ._ - r-- _.. ..___..
_ -
~ IS' CSP PE R745a~PEli ,CAT-I REMOVE HW
= X ¢,"p . ~ 73.56• ,t - FSR m 5 RCP ' O /
V .. /~- ~- : .. ~ I, WA~t C SEE DETAIL 2GI
(• No fj ':F \ TRANSITION STONE /y,
;/~ - 1 ~ CL.'I' RIP-RAP
N / 3 JB W/ EST. 18 TONS 105
.: \/o\
/C( 'SLAB LIO :~ \ EST. 25 SYFF ,~ ,~ N
... CL.'I' RIP-AAP t CS
39 / +65L0 EST. 2' TONS \ F 7N60 ft. ~C\ ~ ~/ ~ ~ 0.D
// epg7 ft. EST. B SYFF Hw \~ _-~ Cl T,
----
- JOSEPH R.GOINS,dd ' +~SDp ~ 102 TOE PROTECTION /
OB /25P PO Owf6 /~ ~~ >, : ~ ft. - SE£ DETAIL B ',; _,._ ~ --._.. / '
/ EsT.74 rows ~ a N,: 6
/~ ; EST. 105 SYFF ¥ e
,~ W ¥ ,
/ 10Dp ~. +gIDDD - :-EODE7fY. ~ `.~ 105 ~" ~' .t"~
/ 150D9 fL t
/ M o 324D n. 39 /
n ;n
/ i -: ''t~~, /
~~.-. ~ ~JOSEPN RGDINSd I!:. ~ /

P 2ND3 fr. +~ y
nl +2aL0 lE891 rr Z
N
lwu5 n. E
~~ ~m y
~i 9`
~CEK7LAS Y.gdTflS ~
DB 08B PO 09/B s ~
~
44 O
~

~ Ln
~

~
~

`F -

~~-L- TS Sta.l9(+7496 -~
_
~
.
Q
~
~, ~~- -1 SPECIAL CUT DITC a
H 5?9d+ NOWARD P.&
R=35
. SEE DETAIL F -- .HM1Y"9 J~K~J.1'R ~NAV

44 BY2-3 7Y . ~~ - -~ I
~~ M Y2- PINC N Y. ~~ c F F \ -L- SC Sta. 144+5496 I
RpS Y~+57.82 ~ a 0B OAl9 , ~ \ I

' a w
.~~ J

FILL WIT
.
FL.011'ABLE
~
...

" ~
, • _.
: ......... --
z5 ~~ REMOVE HW
59'W I
. _
.... { , 12' ~ ~

~
.
:
~. 71.21 .

_

^~
_..
~
...
__
-
._..R
.__ R -
~ -- o...
. _. ...... .-
:. _
17 -
~ ~ Q l V

.

, ..
-.

I

-

___

, _ I

' ..

-Y
GI-A R 55' .. ..
P c .•. ~.. ~. . RLL METN.. -'. ,P .:I
n
V 350
44 ~
srrzis9•wY
35 FLOwABLE
MATERIAL
I

t9"OffiE . A PO 0~8 0d
0'4' i ~ \ IF
_ '~;u o
Bd' 9 i \

i `'
~ V I
rC~: B'j M
C +3DJX1 \ I

-BL- PDT 139+90.09 = \ I
-BY2- POT 12+g3.69 \ I
POINT NOT SET p\
PNaPERTT LRRi
SCALED FROM T0.x MAP \
\
I
m j- DEE D DOES NOT CLOSE \ I
N'5D0 ft \
' a ,...
~ OB LSE Fl',
/ DETAIL B ~ °~6 w26 / ~-Y1- PC Stn.n+aTro
~ DETAIL F5A LL TGE PRDTECnoN ,'3'W /c
FALSE _Sk1MP ~ ~ (Not to scale! I /
cos 1
Out fdo DIf¢h --~ ~ N~ai~ral Fill _
1•Ia Fbw ~ ~ a slope +~ ~.1_ / -YI PT Stn 18+?5d5
qo7 7 1-2.0 Ft °~--- '. C1 ;:.
__ _. - FllterFeo~m - a=-I.gFt. ~ 60LYJft. -Yl- P(' Sta18+4 B~
-s INOt To Scale 1 c~ type or urger CC. 'I'
s=oncn roes 4 PFOeesetl mmn~~1, -L- 135+SQ TO 137+00 fRT.I ^» _~ I ~ END CONSTRUCTION
-YI- II+50 TO 13+00 IRTJ ,~
-h- 139+00 U2T.1 -YI- 12+50 TO 14+40 fLT.I 39 ' ~' :~ ", ' S -Y1-. POC +
DETAIL D DETAIL F `I ~~1 Sto.l9 50.00
.bSfPH R.GOINS,dof- ` +
LATERAL 'V' DITCH SPECIAL CUT DITCH +I - -
fNai ro Scolel (NOt to Scale! -
__p__ -~ `Front , - I
~.~ _ --- ~ Fm ~. t mrca c 2250 it.
c.eooa a(:. .p ez~ s~eoe Ger~rra e. I N~o~;je( slop \ -YI- POT St0.19+67.61
~ _ +GDOD -rr
- MIn.O = I.Q F}. ~ ~ D / F - 4$1X) ft. \ ~ FROM it FINE SCALED
Max..1 I, It. ~ 0y __ 4x MaP DEED
I obric '. 4 \ ~ ~~.-- GOES NQ{ LI.OSE
PCI- i Mln. D - L0 F L
v =saFt. - - ~~
Irne of uner___. C1.n5S_1___ __ -L- 141+50 TO 142+00 ILTJ ~'_ -
46 \vl
fIONARD P.B JANN'f J.TROUTNAN
DB RhG 1C CUOB
NOTES: '50~
255OD ft.
I. DRIVEWAY RETURN RADII ARE 10' UNLESS
OTHERWISE SHOWN
2. ALL CSP WILL BE ROD LUG
AND GASKET CONNECTOR
3. ALL U/G TELEPHONE LOCATED AS MARKED
BY PRO MARK ON JULY I7 AND 18,2000
REFERENCES:
+ - - ,~, ---._. FOR -L- PROFILE SEE SHEET 42
~ FOR -YI- PROFILE SEE SHEET 60
ROADWAY TO BE OBLITERATED

NI
N
I I I
I I I
I I I
1 I 1
I I I
I I I
I I I
1 I 1
I I I
I I I
I I I
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I I I
I I I
I I I
I I I
I I I
I I 1
I 1 I
l I I
I I I
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I I I
I I I
I I I
I I I
I I I
I I I
I I I
I I 1
I I I
I I I
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I I
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I I I
I I I
I I I
I I I
I i i
I I I
I I I
I I I
I I I
I I I
I I I
I I
I I
I I i
i I I
I
II
I I
I I
I I
I I
I I
I
I I
I 1
I I
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I I
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I 1
I I
i I
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I I
II
CONST.REV. PROJECT REPBtENCE N0. SXEET NO.
R-22378 15
R 7W REV. Q RW SNEeT No. ___
ROADWAY DESIGN HYORAUUCS
R /W REV. © ENGINEER ENGINEER
/ R /W REV.
R /W
PREL[MIN RY PLANS
DO NOT t!SE fONSfAUCT10N
A•
~p b~
DETAIL G 2""""0 ADDED PROPEAtt UNE BETWEEN
SPECIAL CUT DITCH s2. ~ MTA3 PARCH db AND 19
tNOt ro Scale! a ~~ o CHANGED PROPERTY UNE ON
'-Front 5433~N ~SJ~D~ 7 ry ry © b17A3 PARCH IT
Ditch L
Natural ~._ A\o~~e0 SIaPe 1~ 2 Q1 b17A3 PCHAN('ED DEED NUMBER POR
Ground 2,y 0 ~0
O © 7!11,03 ADN151E0 RW, PARCH 47,16, d9
\~ PGL-' ~ Min. 0 = I.0 Ft, ® 84593 ADDED BRFMCO POWER EASEMENT
\\-
^~ "~~ -L- 153+50 TD 154+00 (RTJ ~ ® MY91 AIRED PWS AND DIAANCES
ZO ~\~ ~\ 47
\f EST. 4Ri0NSP~ +5pgp NAA~US 6 l1NDA BOLX.7T
Y~~ - ~~ST. 12 SYFF ft• L8 JIBD fG !?P2
h ~~~, ~~
~ ~~ ~ _-
y ~ S Sta.148+f1.07 ~' _ N f w
Q PflOP.R/IY P 50
O / ;~°°
QQ' +~ \\f ~/ t^o N ~ \\ \ USPORESTRf SERVICE
x mpg fL 47 ~- ~ ~ / a N ~~TOE PROTECTION \. MO DEED f0UN0
\, / ., fp SEE TAIL 8 \` TRACE IdF9
!~ .. f ~ ~'~_ EST. 12 NS
~ / \
MARCUS & UNDA BOEMK tis = EST. 178 SY \ \
'~~ ~ OB N~ PG 12:P '~ ~'
/ f o \ F
+21(10 \-e, / ~
~ C PROP.Ri3Y 60,00 1t. ~~' ' ~~ pP ~~~ \. ~ -~
,~ ~~~
V ~ :~ CL. 'I'RIP-RAP / ~', p END EXRYY. r ~/ W ~\
\ C E5T.2 TONS / R ~ F ~ w W \
- \ EST. 6 SYFF / by,6'~~ ~ '~ 1~ O ro o \\
~ ~ BEGIN PWY.\ ~ // PROPOSED CUARDRNL 1 SP ~BO% - , Nx ZoaiU FSL'` 2GI ~ ^' \
\y ETA MARIE GgNS
*r +~ GUTTER ~. 0 \ 15'CSP C ~ lDw/ SLAB ,Ig B ~ LIB A.TJ Lr~~~\
`C '6 4CI - ~~ C __~~ 1(7 i 4' SEED _. ~ \\
/`~ "~ / 1~CA7y ---- 35
- ...
__ .. - ~ v c
\ SE@ TAIL 2GI / ~. .. .- _ -. - _ ~Ir~.. N ~ - ~ o
,.,.\ 5'CSP ~ .114 ~ t ~: ~.~ _ - e .. h -L-.4. ~ -;....
__ .. - ..
.....
'_ C .:REMOVE HW _. _...... _... - .: -- _ ,:. _ ..J _.. , / \
_.. FSR 2CI - ,
46 _ SRS a.l N9 f \
\\~ n 50+97A7 3yP w SEE DETAIL ~ SPECIAL CUT BITCH ~"'r
~J --
m„ ~~ ~~~ fiE OETAII G .~
PINC 144+89.19 ~HOAMD P.& JANlCf ATH171mMAN / f ~ TOE PROTECTION z ^~' C \ /
"ryt \\ qB A48 PB OiQ ~ ~•, SEE DETAIL B -
\ ~. E5T.120 TONS ~ ` /
CL.'I'RIP-RA-: 'fq . \ C F ~ / Se G r -_ ___ SCR ~ b
EST.2 TONS + \ ` !/ EST. 170 SYFF G U _ Cp ~, ~
EST.6 SYFF ' ~~ ~ ~ ,~~ \$ / f F C ~ 121 _
sT~srr ~~~ ~\.~~~ \ O f ~ Ile ~ ~ -~ r Sfa.153+ , i~
O f ~ _.
~...,. ' MAflCUS & I1MOA BOUCK ,. .
aB 11E11 PB ~
1950 ft. ~ CL.'I' RIP-RAP ~ -`
HOWARD P.& JANdCE dTR01R'NA9 .,' ~ an/"` .
LIB p+6' Po OA7B ~ ~~ Rd40' EST. 6 SOYFF ~ ~~~ w - ~~~
TAIL B _ ,... ~.
~' _
TOE PROTECTION ~ ~~ ~'F ~' +5$Qp Q
RETAIN 8 CLEAN OUT ~- ~ ~"
Natural _ ~ E%ISTING PIPE ~ ~ - ~ ~ -- - ~ a+' ~ /7674 h. !03'A9 fi. Q
FlI ~dF~NOt to Scalde) slOoe +70.60 -' ~ - Ex15~~ ~ QQ
dT Ai457 fT. REMOVE EXIST. A ` , < +0p10p X
Fr - 2P9dD lf, iN82
Tree of veer= cL. ,I, Wararai -- rc>sns f~ h
N
-L- 149+00 TO 153+50 IRi.I +TODO o -~ OcIP
-L- 151+IS TO 154+00 ILLI 2A6B fl ~ ~ ~ - " > ~ - °- ~ ".
DETAIL FSR BL-17 '
FALSE SUMP =1~~ _~_ PINC 149+47.85 23B.io rr• v
Outside Ditch ~ --- i -L- , _,. _ f
rra+fic Fle. ~~ _~ NOTES:
ZDl '~ .I F-2.o Ft CURVE LR8 CURVE LR9 p~AN~ ft
- P! = 146+5811 P! = 157+24.39 - - 49 v I. DRIVEWAY RETURN RADII ARE 10' UNLESS
-- ~NOr ro Scale. ~ a ', p = 4809'322'ILrJ ~ = 644T4IJ'(R71 ~,
sDlrnslope gProPOSeaoe~n~ j)c = 130'00.0' DC = 130"00.0" 49 ~ ~~GNS4BB ~~J OTHERWISE SHOWN
-L- w6+oo IR7.1 9s = 10'30'00.0' 6s = 10'3000.0' ~ 2. ALL CSP WILL BE ROD LUG
-L-153+SO IRTa LS = 280.00' Ls = 280.00,
rs =48315' rs = 62732 ~y 13~D6 ~N;es AND GASKET CONNECTOR
DETAIL FSL LG = 36212' Lc = 583.93' ~"
FALSE SUMP ~ joy Rc = 763.94' Rc = 763.94' m ~ 3. ALL U/G TELEPHONE LOCATED AS MARKED
oufslae oltcn Lr = !87.00 Lr = 187.OD'
varrm Flower .-~. ~ o F Sr = 93b3' $r = 93,~3~ N w. BY PRO-MARK ON JULY 17 AND 18,2000
e = 0.08 e = OD8 REFERENCES:
_ s- I Noi to scale 7 aGl 11 DS = 50 mph DS = 50 mph 1 l ~ooax'
s=oe~n sroo~ (rrcoosea Pir~n 1` " ~ 7~ FOR -L- PROFILE SEE SHEET 43
-L- 154+25 ILT.I /~
® ROADWAY TO BE OBLITERATED

I I i
I I I
I I I
I I I
I I I
1 I I
1 I I
I I I
I t 1
I I I
I I I
I I I
I I I
I I
I I I
I I I
I 1
I I I
I I I
I 1
I I I
I I I
I I I
I I
I 1 I
I I I
I I
I I I
I I 1
I I
I I I
I I i
I 1
I I
I I
I I
1 I
I I
N
Z
_N ~
II
Y I
/ R
-L- -L- R
cuRVE 1R9 CURVE (pro
P! _ !5/+24,39 Pl = 166+r625
~ =6447411(RTl ~ = 1f 36'362(LTl
Dc = T 30' OOA' ~ = 400' 00.0' /
a„ _ Irc Trv nn.. Ac - Tzc~rnn

ONST.REV. ~~~ ~~~ no. SHEFr no.
R-22.~e rs
,~ REV. p ~, 5ner H~. - -
IIOA9WAY DEAGN
R HYDRAUUu
/W REV. © ErxANEE ENGINEER
/W REV.

PRELIMIN RY PLANS

FASEM1B7f
L 52

i-VI\ -L ~nV~ILC JCC JI'1CC1 `1y
I :.iC
ROADWAY TO BE OBLITERATED
i