20070932 Ver 1_Application_20080219

~~a ° ~~
~ _ ~~
Gf~~`~;..Y,yl.
STATE OF NORTH CAROLINA ~GS~'~'~S'~~W~~In.
DEPART~VIENT OF TRANSPORTATION B'~t
MICHAEL F. EASLEY
GOVERNOR
LYNDO TYPPETT
SECRETARY
February 12, 2008
U.S. Army Corps of Engineers
Regulatory Field Office
Post Office Box 1000
Washington, NC 27889-1000
0?0 93 a v. 2
Attn: Mr. William Wescott
NCDOT Coordinator
Dear Sir:
Subject: Application for Permit Modification to the Section 404 Individual Permit and
Section 401 Water Quality Certification for Construction of extension of NC 43
from south of NC 55 to north of US 17. Craven County. State Project No.
6.804857. TIP No. R-4463. Debit $570 from WBS 35601.1.1.
References: USACE 404 Individual Permit Action ID 2007-02231-125, issued November 19,
2007.
NCDWQ 401 Water Quality Certification No. 3673, issued September 21, 2007.
NCDCM Consistency Concurrence CD07-100, issued October 3, 2007
The purpose of this letter is to request a modification to the US Army Corps of Engineers
(USACE) Section 404 Individual Permit and NC Division of Water Quality (NCDWQ) Section
401 Water Quality Certification. The North Carolina Department of Transportation (NCDOT) is
currently constructing the extension of NC 43 from NC 55 to US 17. The project, located west
of New Bern in Craven County, is referred to as the NC 43 Connector (Bosch Boulevard) and is
approximately 4.5 miles in length. A Section 404 Permit (Action ID 2007-02231-125) was
issued on November 19, 2007 and Water Quality Certification issued (WQC No. 3673) on
September 21, 2007. The project has been split into two sections, Section A and Section B.
Section B has been let and construction has begun.
This modification request is for additional permanent impacts of 0.13 acre of jurisdictional
wetlands.
The revised design does not compromise NCDOT's compliance with the existing permit
conditions. The revision has been evaluated for compliance with the avoidance/minimization
criteria and is in compliance with all previous issues, including the following:
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] CAPITAL BLVD
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS PLB SUITE 16H
1598 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH, NC 27604
RALEIGH NC 27699-159$

• Protected Species
• Aquatic Life passage
• FEMA compliance
• Cultural Resources
Summary of Changes
Changes to original design have been made due to enlarging the railroad bridge opening per the
railroad's request and adding a turn lane per a property owner request. The vertical profile
change due to the railroad is -L- 171+50 - 205+58.15. The turn lane is -L- 225+00 - 232+00
LT.
Additional impacts to jurisdictional non-riverine wetlands are summarized in Table 1, as well as
on sheets 7, 8, 10 and 11 of the attached revised permit drawings. Total additional permanent
wetland impacts for the project are projected to be 0.13 acre. Temporary impacts to wetlands
have not changed from what was authorized by the original permits.
Table 1. Additional Pernzanent Jurisdictional Impacts for R-4463B
Site Station Permanent Fill in Wetlands
(ac)
1 -L- 181+20 to 182+76 0.03
2 -L- 194+70 to 195+12 0.01
3 -L- 225+02 to 231+13 0.09
Total Additional Wetland Impacts: 0.13
Compensatory Wetland Mitigation
The necessary compensatory mitigation to offset unavoidable impacts to waters that are
jurisdictional under the federal Clean Water Act will be provided by the NC Ecosystem
Enhancement Program (EEP). Additional impacts to 0.13 acre of jurisdictional wetlands will be
offset by compensatory mitigation provided by the EEP program. A copy of the EEP acceptance
letter dated February 8, 2008 is included with this application.
Regulatory Approvals
Section 404: Application is hereby made for the modification to the Section 404 Individual
Permit.
Section 401: Application is hereby made for the modification to the Section 401 Water Quality
Certification. In compliance with Section 143-215.3D(e) of the NCAC, we will provide $570.00
to act as payment for processing the Section 401 Water Quality Certification modification
application. We are providing five (5) copies of this application to the NCDWQ, for their review
and approval.
2

LAMA: Under separate letter, NCDOT is providing the NC Division of Coastal Management
with this information to revise the Consistency Concurrence if necessary.
If you have any questions or need additional information, please call Mr. Chris Manley,
Environmental Specialist at 919-715-1487.
Sincer y, /
/j ; ~~.
~~~
~'' Gregory J. Thorpe, Ph.D.
S" - Environmental Management Director, PDEA Branch
cc:
W/attachment
Mr. Brian Wrenn, NCDWQ (5 Copies)
Mr. Travis Wilson, NCWRC
Ms. Kathy Matthews, USEPA
Mr. Ronald Mikulak, USEPA, Atlanta, GA
Mr. Clarence W. Coleman, P.E., FHWA
Mr. Gary Jordan, USFWS
Mr. Ron Sechler, NMFS
Mr. Michael Street, NCDMF
Mr. Steve Sollod, NCDCM
Mr. Keith Eason, NCDOT Alternative Delivery
W/o attachment (see website for attachments)
Mr. Steve Sollod, NCDCM
Mr. Steven Lane, NCDCM
Dr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Victor Barbour, P.E., Project Services Unit
Mr. Mark Staley, Roadside Environmental
Mr. C. E. Lassiter, P.E., Div. 2 Engineer
Mr. Jay Johnson, Div. 2 Environmental Officer
Mr. Scott McLendon, USACE, Wilmington
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P. E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Ms. Beth Harmon, EEP
Mr. Todd Jones, NCDOT External Audit Branch
Ms. Stacy Oberhausen, P.E., PDEA
Mr. Carl Goode, PE, HEU
3

p„a SM7F o
~ ~
~~~~~
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
February 12, 2008
Mr. Stephen Lane
Division of Coastal Management
N.C. Department of Environment & Natural Resources
400 Commerce Avenue
Morehead City, NC 28557
Dear Sir:
LYNDO TYPPETT
SECRETARY
Subject: Revised Certification for DCM Consistency for the proposed extension of NC 43
from south of NC 55 to north of US 17. Craven County. State Project No. 6.804857.
TIP No. R-4463. USACE Action ID 200310789.
References: USACE 404 Individual Permit Action ID 2007-02231-125, issued November 19, 2007.
NCDWQ 401 Water Quality Certification No. 3673, issued September 21, 2007.
NCDCM Consistency Concurrence CD07-100, issued October 3, 2007
The purpose of this letter and information package is to request additional concurrence from the NC
Division of Coastal Management (NCDCM) for the North Carolina Department of Transportation's
(NCDOT) consistency certification for the above-mentioned project. The North Carolina Department of
Transportation (NCDOT) is currently constructing the extension of NC 43 from NC 55 to US 17. The
project, located west of New Bern in Craven County, is referred to as the NC 43 Connector (Bosch
Boulevard) and is approximately 4.5 miles in length. A Section 404 Permit (Action ID 2007-02231-
125) was issued on November 19, 2007 and Water Quality Certification issued (WQC No. 3673) on
September 21, 2007. The project has been split into two sections, Section A and Section B. Section B
has been let and construction has begun.
This revised consistency concurrence is for additional permanent impacts of 0.13 acre of jurisdictional
wetlands.
The revised design does not compromise NCDOT's compliance with the existing permit conditions.
The revision has been evaluated for compliance with the avoidance/minimization criteria and is in
compliance with all previous issues, including the following:
• Protected Species
• Aquatic Life passage
• FEMA compliance
• Cultural Resources
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] CAPITAL BLVD
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS PLB SUITE 168
1598 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH, NC 27604
RALEIGH NC 27699-1598

Summary of Changes
Changes to original design have been made due to enlarging the railroad bridge opening per the
railroad's request and adding a turn lane per a property owner request. The vertical profile change
due to the railroad is -L- 171+50 - 205+58.15. The turn lane is -L- 225+00 - 232+00 LT.
Additional impacts to jurisdictional non-riverine wetlands are summarized in Table 1, as well as on
sheets 7, 8, 10 and 11 of the attached revised permit drawings. Total additional permanent wetland
impacts for the project are projected to be 0.13 acre. Temporary impacts to wetlands have not
changed from what was authorized by the original permits.
Table 1. Additional Permanent Jurisdictional Impacts for R-4463B
Site Station Permanent Fill in Wetlands
(ac)
1 -L- 181+20 to 182+76 0.03
2 -L- 194+70 to 195+12 0.01
3 -L- 225+02 to 231+13 0.09
Total Additional Wetland Impacts: 0.13
Compensatory Wetland Mitigation
The necessary compensatory mitigation to offset unavoidable impacts to waters that are
jurisdictional under the federal Clean Water Act will be provided by the NC Ecosytem
Enhancement Program (EEP). Additional impacts to 0.13 ac of jurisdictional wetlands will be
offset by compensatory mitigation provided by the EEP program. A copy of the EEP acceptance
letter dated February 8, 2008 is included with this application.
Regulatory Approvals
Section 404: Under separate letter, NCDOT has requested a modification to the Section 404
Individual Permit from the USACE.
Section 401: Application Under separate letter, NCDOT has requested a modification to the Section
401 Water Quality Certification.
CAMA: The NCDOT certifies that these additional impacts comply with the enforceable policies of
North Carolina's Coastal Management program and will be conducted in a manner consistent with
such program. Therefore we are requesting a revised consistency concurrence if necessary, from
NCDCM.
2

If you have any questions or need additional information please contact Chris Manley at (919) 715-
1487 or cdmanley~dot.state.nc.us.
Sincerely;
/~
C ~,`
~.
~,~,~,% Gregory J. Thorpe, Ph.D., Environmental Management Director
Project Development & Environmental Analysis Branch
cc:
w/ attachments
Mr. Steve Sollod, NCDCM
w/o attachments
Mr. Keith Eason, NCDOT Alternative Delivery

o stem
En a ement
PROGRAM
February 8, 2008
Mr. Gregory J. Thorpe, Ph.D.
Environmental Management Director
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Dr. Thorpe:
Subject: EEP Mitigation Acceptance Letter:
~~~~^~
FEES 3.1 2006
DIVISION aF NiDHWAYS li
?DEA•CtFFiCE OF NATUI3Al ENVIRONMENT
R-4463, NC 43 Connector (Bosch Boulevard) from NC 55 to US 17 just
west of New Bern, Craven County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP)
will provide the non-riparian mitigation for the subject project. Based on the information supplied
by you on February 6, 2008, the impacts are located in CU 03020204 of the Neuse River Basin in
the Southern Outer Coastal Plain (SOCP) Eco-Region, and are as follows:
Non-riparian Wetland Impacts: 4.55 acres
This mitigation acceptance letter replaces the mitigation acceptance letters dated
January 31, 2006 and May 21, 2007. This project is included in the NCDOT's Design Build
Program. EEP commits to implementing sufficient compensatory stream and riparian wetland
mitigation to offset the impacts associated with this project by the end of the MOA Year in which
this project is permitted, in accordance with Section X of the Amendment No. 2 to the
Memorandum of Agreement between the North Carolina Department of Environment and Natural
Resources, the North Carolina Department of Transportation, and the U. S. Army Corps of
Engineers, fully executed on March 8, 2007. If the above referenced impact amounts are revised,
then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter
will be required from EEP.
If you have any questions or need additional information, please contact Ms. Beth Harmon
at 919-715-1929.
Sincerely,
~•
Willia D. Gilmore, P.E.
EEP Director
cc: Mr. William Wescott, USACE-Washington
Mr. Brian Wrenn, Division of Water Quality, Wetlands/401 Unit
File: R-4463 Revised
Resto~i,~c~... ~r~Gr~.r~c.~' ~... T ~otectu~ Orr,Y hate e~ NR
North Carolina Ecosystem Enhancement Program,1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-1 i5-0416 / www.nceep.net

February 8, 2008
Mr. William Wescott
U. S. Army Corps of Engineers
Washington Regulatory Field Office
Post Office Box 1000
Washington, North Carolina 27889-1000
Dear Mr. Wescott:
Subject: EEP Mitigation Acceptance Letter:
R-4463, NC 43 Connector (Bosch Boulevard) from NC 55 to US 17 just
west of New Bern, Craven County; Neuse River Basin (Cataloging Unit
03020204); Northern Outer Coastal Plain (NICP) Eco-Region
The purpose of this letter is to notify you that the Ecosystem Enhancement Program
(EEP) will provide the compensatory non-riparian wetland mitigation for the unavoidable impact
associated with the above referenced project. As indicated in the NCDOT's mitigation request
dated February 6, 2008, the project will impact 4.55 acres of non-riparian wetlands.
This mitigation acceptance letter replaces the mitigation acceptance letters issued on
January 31, 2006 and May 21, 2007. Compensatory non-riparian wetland mitigation associated
with this project will be provided in accordance with Section X of the Amendment No. 2 to the
Memorandum of Agreement between the N. C. Department of Environment and Natural
Resources, the N. C. Department of Transportation, and the U. S. Army Corps of Engineers fully
executed on.March 8, 2007 (Tri-Party MOA). EEP commits to implement sufficient
compensatory non-riparian wetland mitigation up to 13.68 non-riparian wetland credits to offset
the impacts associated with this project by the end of the MOA year in which this project is
permitted. If the above referenced impact amounts are revised, then this mitigation acceptance
letter will no longer be valid and a new mitigation acceptance letter will be required from EEP.
If you have any questions or need additional information, please contact Ms. Beth
Harmon at 919-715-1929.
Sincerely,
~~
Wil ' D. Gilmore, P.E.
EEP Director
cc: Mr. Gregory J. Thorpe, Ph.D., NCDOT-PDEA
Mr. Brian Wrenn, Division of Water Quality, Wetlands/401 Unit
File: R-4463 Revised
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 21699-1652 / 919-715-0476 / www.nceep.net

NORTH CAROLINA
CRAVEN
43
118
55
17
43
55
SITE
70 17
17 70
70
,o,
NCDOT
VICINITY DIVISION OF HIGHWAYS
CRAVEN COUNTY
MAPS PROJECT: 35601.3.2 (R-4463B)
NC 43 CONNECTOR
01125108

~~~`-` _ -_- ~'~:~ l 'End R - 4 4 6 3 B :, ; I,,I,-,
~osw~
~' ~r~RNr ~ +\ ~ ~ _ Y -` Forica !4j ,
I '~ ~ I ( 3y R I ~'' 1
' ~~NA . y I \ ~+ I ~ ~~
~' iC ~ 1
~; - - - I i ~ -h.__. I ;
i x~ 11 i ~~ ( I 'f i ~ 'H.~
I -:f i I
r, , I I I. v irr
1 a ~
~. S •. ~, J , . ~.y ~ .
J3° °' ~ .. ~ y fit
_ ~° Begin R-44636 ~' ~~~
,~~^ ~~•
/' x3,
~.
~~ ~~ a~
~~ .
(.~ ~ f~ `~
"~ t,
C"% v
~l' ,e
1 ;x31 a
n ~,
_.J N
_ •~
~ %~
. _ `~.
r°,
ti
~ r
i~ ~;
e ~-- '~
ax
r
--....-_ i ...-r'
• ~ } I
k:', w
0 .~, ~ 2,500~s' S,0(
,~~ < Ir~3 .,g
1 inch equals 2,500 feet
LOCATION
/~ ,
I ~ ~~
.. DER gel-f,C
~~ Ili =s "..` ':1 -
a } .'
I
~':. ~_
~ ~11 11a6~o-iFar~! /8 ~ ~~~ T
5. • • ,f ° `
. `,... s~
NCDOT
DIVISION OF HIGHWAYS
CRAVEN COUNTY
PROJECT: 35601.3.2 (R-44636)
NC 43 CONNECTOR
01/25108

O
0
°o
U "'
o
4p
A
W~
( I^
_ • ~~d ~
~~ a
~-
~\ , ~' ~-- ~ 1 -
r ~ ~ A ~ ct
a 2q- ~,
~~ ~ ~
;~
Qy
~\
~ i
~~~ ~, ~ vii
W I~ ~
~ ~~
'_
fw J ~
~J 1~
P
O0~ ~_
II~ ~Fo ~a~
_ 1,aoJ G~~
%,' ~ ~ S~ P
i
~~/ ~
~,, `_ I
09/ j
a~ ~ -
~ ~ ~ -a
R R _ $ ,°
F4 ) % t
~~ ~
~ ~~ ~ ~ ~ ~
a \ y, O !r
9. $ ~
.Q ~ ~~~
i~
~~~ U
~~ ~s
20 ~~, ~ o
~~ ~i~
~~~~ ~~~

N
W

O
W
.,_
..
...
,. .
..
~~ ~~
~.
~b _ (~__
O
N
-, .
\ 1...
`i
\:~,+
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
CRAVEN COUNTY
PROJECT 35601.3.2 <R-~~63B)
NC ~3 CONNECTOR
Ol / 25 ,d 08

NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGI I~NAYS
CRAVEN COUNTY
STATE PROJ. NO. 35601.3.2 (R-44638)
ATN ReviseG J/31/OS 1~25~200$
R ~Z-MISG'HrDRO\W a~tantl Rrmil Summry RJa6J8.tla
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS

Site
No.

Station
(From/To)

Structure
Size /Type
Permanent
Fillln
Wetlands
(ac)
Temp.
Fillln
Wetlands
(ac)
Excavation
in
Wetlands
ac)
Mechanized
Clearing
in Wetlands
(ac) an
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac) Existing
Channel
Impacts
Permanent
(ft) Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)

1 -L- 181 +04 to 182+76 LT & RT Roadwa 0.31 0.00 0.00 0.02 0.00 0.00 0.00 0 0 0

2 -L- 194+69 to 195+27 LT Roadwa 0.01 0.00 0.00 0.01 0.00 0.00 0.00 0 0 0

3 -L- 224+97 to 231+16 LT & RT Roadwa 1.98 0.00 0.00 0.09 0.00 0.00 0.00 0 0 0

TOTALS: 2.30 0.00 0.12

PROP. NO. PROPERTY OWNER NAME PROP. OWNER MAILING ADDRESS
1 WEYERHAEUSER COMPANY C/O Joel Sickert, Land Adjustment Program Manager
Carolina Timberlands
1123 Dinah's Landing Rd. Washington, NC 27889
2 MGR PROPERTIES LLC Marvin Raines, GRI
312 South Front St. New Bern, NC 28560
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
CRAVEN COUNTY
PROJECT: 35601.3.2 (R-44636)
1 /25/2008
R:\Z-MISC\HYDRO\WETPROP R-4463B.XLS

REVISIONS
)B 15d2:~4 FeDruory 4.2008, ConsrruGloh Revlslan •2r Prgoased pro0e revised /rom -L- SJO./7/f50 toY05+7,7J5 !pr row /orlZaMOlond verNcalcleoronce trllerlo for tM Ral/road.
eul~cs\ erma Urewings\R4463B_HYU_PMT Ldgn
MATCHLINE -L- STA. 174+50 SEE SHEET 6
~I ,~ I~ ~ I• ~o e,
~ I ~ ~ ~s'
~ 7
I
~Y N
I~ ~N ~ ~ ~g4~ I
I ~ ~ i ti egg
ti i
4
~ ~~ ~ ~~~ s e~~~ Ali
a• n
4 ~v~ +~ °~ - ~ ~ I
N 4 w
I I ~ ~ . "o ~s ~~~ ~II ~~-~
~~ ~~ ~ ~
~~ r ~ I ~~
I i ~~ + "~ g" ~ I
I I •~ ~ L1
~~ ~°~
~~. i i~ b~~ ~ .o
~ s
`~. ~' ,
~/ ~
~ `C ~ I .ZOO I ~
~ ~ _ ~~€ I ~~ ~ ~
. ~ ~ y~ I y s,~ ~ ~ '~w~e_~ m
,.~ <~a ;~~, I I ~~~
~f ~ ~~~ ~; ~ I ~`'~~".
I i,
LBOWS yQj~ ~0 \ j
I NN CTOBS iN,
~` 5' BCCS ~ ~~
w
0
~ ~ I ~ -
I Y I ~
t,
`G / ~ Zj ~ g
} opD
yG ~' _ / ~ .~,! 01 ~'
/ ~ _ ~. ~ ~ ~~ NI, ~ ~
I ~..
F
l IA ~ y $ J-
~ i• ~ I r'
.
o
~ ~N
~ ~ ~`
o ,. > •f A
~.. ,. .. .. .. m .rD
•~ -
~ ~ ' ,.f ..., ~~+rr .--t -..~ ~ ~ ~. ,. o .
I ">
N
;.
~ ~ I I f ~o
~ ,t ~
~, ~ ~~ I m ~ ~ ~ o'~
~~~\q 2 ELBOWS W/ ~ I m ~ pp~
~~~„~',~7'rl CONN CTORS I i
- - ~ ~~ ~i 'BCCS ~m. ~ l
~~ N ~
~ N°~~ 0:,~ ~4_
T ,
o~R
f ml
~ 1 ~ i ~~
x,
~. v; ~ ~.
,~
~.
.~ ' o ) 1, ,
l
i~ ,. .
t ~ ~;, ~ N
e ~ ~ .~.Et~ /$5 ~
c
,, .,
I zq
._
I
.,
. ~ ~ i
_r.,`, .. I ,h~
,. ,.
~,.
..-
1- A~
r
~ I ms I ,, ., - ~ N y
a ~~
I ,. I ~ . ~
• °~ ~~ ~`
-- .~ ~ ~.. _ ,., ~a ~ ,,l
z,
~ ~ .. °'L ~~~.~ <«<~ m ~, ~ fir, 1 ~ . _ ~ ~ .._f=' .~' ~
~ ,~
~, ~ ~_ ~ Y ~~~~ c
• \~>/
. ,, ~' _ ~p
b " Ri ~ `` _ / '0 ~
'r ~ g `~ ~ Z I ~ ~~ ~"„ ^ . ~ A
I
~ ~ ; ~~~ ~, ~ ~ DN ~N MATCHLINE -L- STA. 187+50 SEE SHEET 8l ~
G7 ~ - e ` ~ ~ r ~ ~ Z ~-»
I ZS Or i
a y~~ ~ ~ ~ CAD 4~ i
y sg4 j ,~ ~ N Z ~ An ~ z
~ ~ ~ o 0

z
0
_
m
m
F
a
9
a
i
m
0
O
Nm
~~
N^
,r~ l~ ~1 (ARa.INA PDMER B UCAIT (pLIpANY
1
\~ ~ -
\~~ It
\` \
\ i
\ '.
~ _ ,Erj ~' ~ TYPE III ~
.~ ~
PROJECT REFERENCE N0. SHEET
R-44638 I
RW SHEET N0.
OAllWAY DESIGN NYDMUDC
ENGINEER ENGINEER

PRBWMQd Y PLAN;
N 111! 111 0f1 AWCEg11
\' ~
\ ~ -'S
\~~ ~ \
'~
,. \
_ ' ;~~. \ ~
\ ~
~~ ~
` \ •~\ ~ \
EEC 48' V!W NCE `~,
TIE TO M~ WAIS \ \ \ ~
~ vv ~.
ee'.,'
.\
YEARLY DRC ~+' ~~~ '. \
EE OEGIL F \ ~.
\~ ~.
~ ~. + \
- ~; -L- +62 82
6EGIN IB'WW CE \
U 1 RI ~
SY ¢ iv mx nnu ~Y

H FA8
=
~ olici
W ` ; DEru
W R cgNCRETE
~
~ V Drtdl sEE
i AhG '
~,
N ~.
~^
W
W a ~ ~ ~,~
E ul
O '

' Maw ~ TYPE 111

r TYPE M35 TY
H
to

TYPE III
J

CONCRETE NED
DDC SEE
W DEru[. G
Z '
T TAIL DITCFI
1 SEE DEVIL I
,
U 1- +2195 `
F END '.FENCE
----- TIE JRS MBE WALL
------._ ---
f2 roFJS dL B I
W/7 4k PR Fu
NEYETts+AEJSER CtsuPANv
ll/'_
~ English
50 D 50 100
-acN srreii~Hr~ LLCOVI3'U8
~/ 1 ~ y TYPE III ~ ~ TYPE III
~'~~' ~ '~ aBRIDGE~O~J~ -L- OVER RAILROAD NTS
/ ~
~i^J ah
1W' 0A~
1 /
-~ _ .
\ ___ y
\ ~ \ 20 - ~ ........ .,.`.. 2 TONS tt B E
~\ \\ ~ ~, wn sr NL FAa
~ -rv=2s.o2
~, '~¢ R E~\ \ ~ ~ +
D~(\J~ ~\~ ~ A~ .. J. Y~ ~~~ - - - - - - - -
M3s0
ut i AiL n
FALSE SIRi
I Mor r SCaw
Nqm prm _
7 -..II r r
~'s - ,
<...., •..,. t N'aoROa arm
1- STA. 198+22 CL
TYPE III
TYPE III
'~ 8, } io ~ /~ h '~ \SHOULDER BERM GUTTER
14 ~ ~ ~ ~ Iw
~~~ TYPE III

l~
/ \ \ ~a
/ ~ w18 \ _ _
]NS CL B 0.1PRA/ ` +
l $Y FIL FAIT 1
"Q0.26
lh ~ ~ ~ \ 2
~ ~ ~ ~ ~
\~~ `'~~
-,.~- ---k-~~---~-- ., _ _-..
N rcH -__ F
TY/E~II \ \
4F
\ \ 4\ . _ r1~ `\

• IATEAAI V
sEr
~ EWLI
lv N '
r
-L- +0000 ,:/
~- E%IST. MN
+11.03
215' RT
L-+^14.33 \
~F "O n
~- +00.00
220' AT.
\ ~i,\~ ~ ~
\ ri.~ +20.Dp
...\ `b l; 270 \
TAI F '\\\\ 1\\\`\ \ \,
LATERAL 'V' pTCH ~ \ ~ • \
I Noe re scow TAI I -L- +92 7i \~\,~ ` \ \ \ \
315' RT
INpr ro ScWI \ ~ ~ r
O ~ r. Fs11ew \ ., \\ ,. \ `\
\ ', ~\\\\
\ ~~:,
Mn. p• LOFr, Novatrare N•rw•Tiaw ~~
TAI o= 2.oF,. \ \,~~ \ \ \ 2D.
C DITCH FROM 1- STA. iB7+50 TO STA.1B7+88 LT L1a p. LA Fr,
LNOr ro Scwl F0.0M ~- SrA. 197+OS 10 STA 191+10 AT • LIM AIM =IM PSRY
~ FLMn NOTE: UNE 193+92 - 194+10 W/PSRM
/ FE ' 1- STA. 190+15 RT, L=U', 5=31.48%, DDE=NA
IF,. TAI H ~-STA. 190+IS 0.T, L=53',8 0.21%,DDE=S CY
(1~7L8PE LATERAL 'V' DITCH ' -L- STA. 190+70 LT, L-/S', 5-1/.98%, DDE=NA
~Ep t/ Ry/Brrrl•r Ibr fo SctlY
OS+.•7. A-A B-B
1 ~ F~ s.o• :3.D'
7: LLl/ 6: L~1/
~-STA. 189+00 LT, APPR LENGTH=1ST yiry p. LSFt
1-STA. 190315 AT, APPR LENGTH 72' D~ 2,flFr ~+•1 i~+.-.{
l STA 190 10 1 5' F 2 0'
02

IOC ------_ F
+W
I~
o Z
i
W
W
N

O
O

N
Fs DEr e O
N

H

~ \ \
\ ~
y _
\_\ ~ \~\ \ • __ ---- ------F - W
~F7L.i `~RALV~~~ ~_~n Ae \ ~ .. ~~ ~ __ __~~__~F gg'WWFENGE V
~~~
v ~ >t
N~%\ ~~ \ \ ~\• ~ ~~
• ^~~1\ ~ ~~ A ~~
V I 4~\
\ ~\
\\I \\\... \' \
\ '. \
^'~ v ~, ~~
-
\ \
~~ V A ~
+ lT, APPR LENGTH=75 OUT ALL OUTFALL FROM -L- STA 190+25 TO STA 190+65. AT ~ \ \
1-STA. 19U 90 AT, APPA LENGTH-162' FROM 1- STA. 187+50 TO STA. 188+15 LT TACTUAL LENGTH=9TI - \ ~' `\*-` ~'~
\,
\ V~~-.~
---~-
BEGIN 48' WW FENCE
\ TIE TO MSE WALL
_/ _ TYPE III
® DENOTES F[LL 1N
WETLAND
• DENOTES MECHANIZED
• . .
• CLEARING
ISEE SHTS.21& 22 fOR -L- PROFILE
PLATYS PREPARED BY
Rl)lM1~L• ID,EPPER & KAHI„LI.P
JaanaunlJ9p JRrpMSerrs
100 M4111~IMO p.•Iv AfWe• 710
RA~INJMI. ANIRTN CANNA jT101-]1NN
s 1,1,/.,..,~
FOR
DIVISION OF HIGHWAYS

N
0
o:
`s
a
c
i
m
m
1
a
E
P~
m
N~
mQ
of
. ~ ... ~~""Fl~'~ ~ PROlEC7 AfEEAENCE NO. SHEET NO.
R-44638 10
RAV SHEET N0.
ROADWAY OESIGN HYOMULICS
I ENGINEER ENGINEER

I FI IIIE MNI (. ~InN(R DtiDN, e1 (11 L~

_,,___
__ I

~
PRBLID(IN Y PLANS
~T~t [ K LC ?
_ - _ _ i
„tt__ -_ O pN01<Oi laMIfOL710M
J _
DETAIL B _ __ __
- -
\~~ are,
~`~ ~`
'
English

- II
. 50 0 SO 100
LSO Q~rr ROM.1+r~ 2D'-~i 0 - _
~S- •r _
5.OffA [ Pra0o000 \rM
mta o-oa L mrm Rroa L ~ ~°

0.0X To 2.OX
20' Ovr /,0; TO 6,OX /0' "~-
-.,,.
.,~ OV13~U8

Ovr 2AX 0 UK
10• Owr 60Y 50'
~ .-
----.,~,~_ .
~ ~- STA. 212+TR CL
N FRQNI STREEI DEVELOPERS. ILC
ley --. --~L
- DLD FE
N ~ POST

~ - SLT~ 3 ~ ~ s
~ ~ - ~ ~ ~
~

~
I -~ ~`
I
~ 1
wF
~
(CH ~` r
y
~ ` _ ORD) I ' S TONS GL B (OPRAT -
_
~ 1 l
` ` ~1
~~
~: ` ~

~.
~--_~
4fiR PROPERTIES LCC
, I ~.~ ~
~-
2
~ ~
~ ~ ~. W
'~ s• - - ------- --------------- ~
N ~
k
IS' 2GIB ,~

FS DEE 0 O

N
~ -L- rn

~ ,_,
_
~

~

~ _ m
_-~ .~
a __
F ~~- ~~

~ ~
J
-L- +80.00 110' RT ~ ~ ~ ~
_~ ~
130'Ri (CHORD

1 ~.~
F ~~~~
---

-
------
~~
~
~
~
'
a° tty~
4B"WW ENCE ~ ~/p ~~
~
WGR PROPER 2IE '.LC 3 TONS CL B RIPMP
W/10 RY F0. FAR
~ INY=2119
l ,1
CONNECTOR
18,000 w w I&000
1.000 \) f/4000
2025 RDT 2.000
SR 1]p~
BOSCH BLVD.
PROJECTED TRAFFIC VOLUMES
___~ ,
' ~~
---~._~
1 0 _ 4
1
g'
' ~~ -,
.... ,.
1
1
1
1
1
~1
I
J~~
~~
7p~I
~I
I
~ ~F
I
~`
i ~
~ i
~_~
.14 + 00
I DENOTES F[LL IN
WETLAND
®
• DENOTES MECHANIZED
•
•
•
•
••• CLEARING
` 3A SEE SHI5.22 & 23 FOR -L- PROFILE
1 SEE SM.32 FOR -YB- PROFILE

PLANS PREPARED BY
SHE ~5 ~ RUbUfEL• Id.EPPER & RAHL,LLP
e0/R1WIlnp snplnssra
\oo \Pew~Tae \.Pw wl.e xo
RK\N2M. NORTH CiAIIe~N• R'i\Of-!\\Q
` If I\P \T\-\6\O
FOR
DIVISION OF HIGHWAYS

NC55
12.000
NN~C
CONECTOR 4.200 } ~ I,000
1&160 1 ~ 19.000
44D0 15
600
.
2025 CDT
23,800
eEq}/55
PROJECTED TRAFFIC VOLUMES
FROIECf REN3IENCE N0. SHEEf N0.
R-44638 11
0.M' SHEET N0.
IOADWAY DESIGN HYDRAUIICS
ENGINEER ENGINEE0.
d~ ~ 195 r
I
K

.-J

I
-AIM-•
... ~ ~ ~
\.
`~
~
~ ~
~ rRONT $TREE7 OEVEIDPERS
4LP '~
~
, ~
,
~; ~
~~
SITE 3 ~ '~
.,r~
.,

N
Z
0
h
N
AATHER7~ C„HAR'::~UN. "J'3 41
O
MATCHLINE -YS- STA. 21 + 50
SEE SHEET 16 ~„
~~~
JiNE RU6EHY --"
~1W $. DR ux 7
O
N
NO DEFINED -~\`
INFALL
'~
' !i) ~ I
I~ I
I ~ ~~ ~ ~ s cuu cur
uL° ~ English
I%
r lY
p ~ 50 0 50 100
L~
I'~
~.
..Ili
T`
~li
(CHORD)
I
€ REBA N, 6FiD'FM
O
_.i~.T.W3T TRESCNAN
( 0
48"W WFENCE `~.

R DITCH
A
_ =7~' ~~ O
~'-- 2
--
e uuFlur----------------------7/--
TA A
X

•~ie°r 1Npr rR SWFI
~iii°r
~ j
a
D
- 11n. D• 1A Fr.
F0.0M 1_ S7A 7dl+SD TO STA tD4+00
TAI
Tcx
IRRr ro Swu
FfpH
~ ~'°.
D
0.a
a
am
E[n, D= IA Fr,
U DENDTES FILL [N ioM
YS-STA 21+50 i0 STA. 77+SO 0.T
WETLAND
®
F
'
•
•
• DENOTES MECHANIZED
m .
•
•
CLEARING
SEf SHT.23 FOR -L- PROFrLE
m
0 SEf SKf,33 FOR -YS- PROFILE
° PLANS PREPARED BY
E , RUNNEL • RLEPPER & RA19., lA.P
Qanaurnnp apJrlserra
lyx 100 Mp1•el•Ip p~W fyN• 110
vii I IIK[MIti IIOIITM CNIOLN~ jf101-3ff0
ma ~ If 1b 111•M10
~'
a FOR
.°?
N„
Ol D117SION OF HIGHWAYS
_. ... ~
-- `~---- - F - J
~;G------ F ---------------~- ~--
- ~ _~_7~
(CHORD) ~ ~ "~ /8'WWFENCE ~
~~ ~ ~AYNE,RINE Ca MARQLDSDN, gi L0. ~ INF.
~~ ..
4
O
EBP~L acR7RD, ~. LPAaiPN ~"?AC£ SR.,er ax
~~
2a

I
~ , ~ r•~~ ~ ® / / _
t, ~.;
z o ~ r r ~ __
/ ~'; I ~ ~
.~tiF4o oy
r~ ,~, ~ ~~ : ~~ ;
~ ~ -k_ p ~N ~ .. NQ DEFINE
i'NFMLi INY=75.
/ (~ laHl7v w, NACi SA ®t ~,x
fip ~ / ~ ~
,.
+ ,
;.
r`,-.
~~
_ ., ~ ~~z,,, / ~~, ~~ _. ~ ~~I~~ ` ~,~
i _ r S '~ ~r
X
~ ~ IU
°~~~~ ~F ~ rl ~.~
~,~ ,~ ~~'
{ 11
i
II I-- --~J
I ~~~ - - ~
-~
0123~U8
IF
'
I
I -YS +66.14
BS'- It
I` ~.Y
1 ~n
~:
J
~

rn
~
~
`
/
~
~ .1\ ~
fl

-581."
~
~~'~' .P
~
~,,
1 ~ k
I/ O
I \.,
I~ O
,,AA
V•
m

u N
~
_~--'"
F -- m
~ ~
(s rol+s tt e RINUF
V 1Y~7 SY FIL FA6
IF INV=ss.zs ~
N
I
I
I
• I ~ ;. T, ,
a
1 Ys +u.n
I no.oa Lr
I ~ q
n
I
~
I
' -Yi +D0.00
'
~y6 .
' 170
LT. J:, /
~~
1 1 !

~
/,~
/
l / „
~~
~ 0 _
~ ~ ?~ ~
r
'
~
'~
?.
. 1
r
E
~
v
a
~
~
~
<<
~ yr
k
.
.
s - ~ ~
" .
// ,
l
I ,, , ;,
MgrCNIINE _YS ~ ~~ '~~ ~
STq, 30+25 SEES D ~, r
MEET ~~
~ ~, , ,
4911 ~ t
~Fii/'j ~//~
/ / / /
/ // / .!

REVISIONS
i5:34~i Febrrpry ~.2008r CarsfruWian /7evls/pn •2r Prgoase0 prods revised /ran -L- Sfo.l7f+50 ro Z05+73J5 fur new pprllpNO/on0 verflco/Ueoronce cr/-erlo for -AQ Rol/~o00.
Lcs\ ermit Drawings\R4463B_HYD_PM7 7ro.dgn
MATCHLINE -L- STA. 174+50 SEE SHEET 6
!'' I ~ ~

s,
'
~ ~ ~
~ ~~
;
,~ ~~,,
'

,

I
~
~
~g
~
1

~ti
..
~
~
/
~ `
~° R
I
~ ~,
~
\
~ ,~ '~-~
l
\
/ KZv l
~a
\~ 1Af ?~?
~~
O ~
I3 r
m
i'Y
'C
Y
I -_ ~

~. . ~ ~ ~ ~

~\~ ` G

I
-BIM- ~
- ~ ~~
I
` ~~ }
~:_. ..
~
Z
~
•<.r
r ,,
,....
~

` ,
mS
~
A _ ~ :~.,.
.
`` T
~

\r_
~~ ~
°4 ~
rbsr
• ~
~ ~~.
s yy • ".,
. . • ' rn tt
~ ~ ~ ~
S ~ ; ~' n' mo n,
~g r ~ ti Z rn .__
xr ='. a fn ~ O £~
O '!n~`~ b N
~, ~, .. ~ •o ~ 'n r- to .~ m
D3 ~
~ S i i ~ R, ~ ~ ~m Z.~
b ~ Z 2 ~I"
a y~~ Cs ~ ~D
~ ueG ~ ~ ~ ? Z
S 8 ~ .• ~ o
l
I
I
I
~~
i
I
I
I
i a
I cm
nN
~ ~
O
i=
_~~
t~ ao~
I
I
I
~'

0
P l85 `~
~~ ~ ~ f`
1 ~ f
7 ty. C
i
4 , r~Y ~ ~
1 r5 ~ ~_
~,,
~' _ ~ ~',
< ~ ,< <~"
i ~ ~' ~~
r
~ t O
v
.,
,~. t
~,
i' /'
~. ~ A.
/ ~ '~
.„
~ ;. ~ A
MATCHLINE -L- STA. 187+50 SEE SHEET 8
IU ~ ~
~~z
'u KN \ `
~~r•r ` ~ ~
o
~ g
8
KN
~~
~m
~~
VO
3
~'° a \`
~~~ ~ ~~
w5111\
'97 \ `
IA
t ~
F-
N
~ N
~~ -~
m }. O
V y~
N

~~ 4g ~
ti
0
.~ 4g

~Y

~I

4
~
"I
y
p ~ r ' ~ I ~(yr/~~
•I.1

p~ s
I ~ N
~~
y
~~~ M
~ ~
I
L
~ .
Q.a
~£ ~ ' 4
a.
.~ ~~
~},
~~.
'1
c~ ~~. I
' lt74/
'
~i
~ G
N
~
~ O

<~
C

C
1jr
D
°
~~ ~ ., 1
D
~
~
~ ~
~
i w~
o , .. y

..~
~

~ ..til ~~`
H ~
`~..
~ ~
1•
I ^ ~ ~~
I `~. ~.''. U ~ ~
-
y2 ~ ~ <
O ~
4 2
c ~
I f ~ ~
°
w
4` ~ •~
G
I ~
m l
~ ~~
~
~ ~~~~
y
~ ~~
~~
._
.
3
~ ~ ~ ~
~~
~

~~ N

W
O 1

1
1 y ,.X^

f!
I

~`i
m
M A
Z
z

m
0
i

/
NI
t.
0
N
e:
\ `
\ \ ~~ti ~~
OO
\\ \ Ae
COBICRETEWNEp ,
~IfCtl BEE \ \
N G \
\ \
Z
IYP~311 \ \
Trre M_ \
\ \ 1i. \
\ ~ \ Y
',pqclo~TrkRElf uNEDt
DET/,ilt Ae~•, \\~
\ ~ \e
\ \

uTERAt v s`
DDCH SEE "'
DEre[ 1
\\~
F21.19 ~'.. _` '
` 3.82 ~-+88.19
7E~ ~ _.. `NRFANY

1 BEGIN /8' WW FENCE
TIE TO MBE WALL
O ,
. ~ ~- ERLST. RNY
+U 03
~
f -
'
` 215' RT
-L-+0000 b
~
/ ;~~ ,<<f12'J~

TYPE III
TYPE III rNO3Ltr REFERENCE N0. SHEET
R-44638 f
RW SHEET N0

'^
~
~
e
~ ~ '~
SHOULDER BERM
GUTTER
ROADWAY DESIGN
ENGINEER .
HYDMIAIC
ENGINEER
a ~ ~
} ~ TYPE III 'v _~. TYPE III ~
PRBLIiMQT' Y PLAN!
_ hri MIpl~
`~ TYPE III ~ ~~ ~528'D8 TYPE III
~- SHQ~IIDER BERM G~lTTER ,~ ~ ~-
+ Q "' ~ ,
0
(~
161/8 FS DET B
N
H
J
\' \ -------------~__ F ------------- F J
~ ___ ---------F - _
111~F~' '^'\20.~~~~T_- -- 4B"WWFENCE
~ \ ` 14 ~ F „ . O G
~,.
\f .: \ \ .. tai
\ 1~\c
\~ ~ ~ '~ Z
\ t;\ ~
\ \
\ ~,D`\' `. 220' RT.
~.. \ \ 0.00\ '_
vv vv~
TAI F ° \\`, \`\ ~ DENOTES F[LL IN
a
0
m
m
P
2
o+
c
0
0
E
a+~
m
~~
m
uj U
') ~ o ~ ~
~~ ~ ~.~ CARULR+A P00.EH 8 UGHI (()AIpANY
1
1
vA. \~ ~
1 \ \ \
\~ \
\
\ \
\~ \
\
F~SWP
IRO. scan
BWm a,m
ITN CnnE BNO.F~r~ 20'~+Ir~
t5- r
Gnt,w c.... (R'ONUO afU
\\ \\\ \ \
\ ` \ \ c\
\ ~ \ \ \\\
\ \
\ ~, \ ,
\
I x+00 WW FENCE ~ •~\c\\ t\ ~ \ ~~ $. TONS CL B RIPRAP
TIE i0 MBE WALt \ ~, \ ~ ~ 'Wi/ SY FIL FAB
/\ '\ \\'... \ IN`~~D26
\ ~., \
',, \ ~ \
\
0,~ t.. ~ v v~`- v~ A
20.]1`
~u, -. ,
I2
1EM1 V DRC \
EE DETAIL F \ \
~„ \ l J
-L- +62.82 ~' \~ \ iM TCH~ -
r' "`• BEGIN /B' WW f CE \ SEE AIL I
2 TONS ~ - ~
CL B AI ~ LIE TO MSE WALL ~'j \ \
SY t Q~4 °,, A ~
FAB ' IAIERAL..V
~~ DFFCH SC!E
W ` ~1 DEruL 1 \
W ? R\ CONCAEIE LINE ~ v
T '\' DRCH sEE t
j~ AIIG 0' ,
W ttrE m`^vv ~ ~.,
N \
N
EE M350 TYPE III

TYPE M35 TYPE III
H

i
PE III
J ~
\
CONC
RETE'I~NED

W DDCH BEE \
DETAIL G \
t \
'~

j
` wL DrrcH
SFE DETAIL I
U ~- +21.95
END /B' WW FEN

- TIE TO MBE WALL
----- --
---- Fi Totls a B I
W/7 SY Fll FAB
LATERAL 'V' DITCH
I Rer re Bcdll
r 1 -- `91•RN
D r r.
tln Or L,l1Ft,
TAI D: t.aF,.
CON DITCH F0.0M ~- STA. 187+50 TO STA. IBN BB Li
I MOr rO ftaMl FROM -L- STA. I9J+OB i0 STA.19/+10 AT
6s Ft IRn NOTE: UNE 193+92 - 191+10 W/PSAM
1 Fr. TAI H
;}h.x LATERAL 'Y' pICH
A b [y~yP IRO, to SmY
OSr,•7•
1 --- fBbA.
D r r.
TAI I ~ -L- +92.77 ; v v `. v v
315' RT \
1 ROt rO SOWI P\\~~y ~ t
\ \R i >
\~',. \\\
:.
NhrdGaRtl ~~ .
RmvdaarnB \ \ `. \ V ~
' V ~~ A ~2D.~ ,
Yrt Or IA Ft, \ \ \ \
• Uro Atal .nn PSRII TAI \ \ \
'-L-STA. 190+15 RT,L 41',5-31.48%, ODE=NA LATE•RALOV~DITCH \\ ,, \c\
~- STA.190+15 AT, L=SJ', 5-0.21%, DDE=6 CY \ .. \
'-L-STA. 190+70 Li, l-/s',S /4.98%, DDE=NA ~ -- PR \/ `.. \
A-A ~B D r t. ~ ~ ,f ~ \ \ '~ ~ ~
B.0' 23.0' ,. \ ~~ \ \
3, L\-V 6: LEI/ Dr f. \\...,.... \ ~
~-STA. 189+00 LT, APPA. LENGTH=157' YhD=LYt .--l~N ~i FROM-L-BTA 190+60 TO STA. 19Lt57 LT - \ \ \ \
~- STA. 190+IS Ri, APPR LENGTH 72' D= 2.DFt. ACTUAL LENGTH=LIT
~-STA. 190+70 LT, APPA. LENGTH=75' LY OUTFACE 2.0' OUTFALL FROM 1-STA. 190+25 TO STA.1190+65.. R7 \ \
1-BTA. 191+90 RT, APPR LENGTH-162' FROM {_ BTA. 187+BO TO BTA. iBB+IS Lt pCNAt LENGTH=9TJ \
~1 v v~
- -- _ \
l~
~/ \~ ~a
~ ~ wLe~ - -
~ ~
~ i ~~ 1
0~ 1 ~ ~ TYPE III ~ ~ TYPE II
~'~`~ ~ '^ 48RIDGE~O~J~. -L- OVER RAILROAD NTS
`'' 1
1
/ ~ ~
1W ~~ ^ \~ t
1 / 0A\Q
li English
50 0 50 100
1RGH PNDFEFfi$,5 LLC OT~.3'UB
02
---------___ F -------
_ ~~___________ F ___ O ~
--
2 TONS CIB DPRAP - ~~_- F
~ W
\
~
'.~~ W/7 SY FIL FAB
INV=25.02 --~-~_-_
W
;"~ _ ~~__--
F =
\ V
m ~~
tlw __ -_-
\ \ m
°Z
WDo W
n°u W
_ V1
M350
® WETLAND
• DENOTES MECHANIZED
• • •• • • • CLEARING
SEE SM5.2f & 22 FOR -L- PROFILE
PLANS PREPARBD BY;
RUhllV1F.L • KC,EPPER & KARL, LLP
c'avAtunlYFp srplnsers
soo wRaa.~l.la ww. [yl.d a[o
AAL[ION, lIaA7M C.11aLNA 2t7[Of•3NR
1 It HI [7[-y{p
FOR
DII7SION OF HIGHWAYS

wt
Z
0
.
i
o'
m
Q
a
n
m
c
0
E
my
n
of
~u
N~
~'~
f'
'~ "~"~-~~ ~
r-~-~'~~. ~~~~ P0.01EQ REFERENCE N0. SHEET N0.
~;~"""`.,.
- R-44638 10
RAV SHEET N0.
0.0ADWAY DESIGN MYDRAULI[S
BIGINEE0. ENGINEER
RATNF.RINE I:, NARDlO$ON, g4 ~t 4g
____

ERi,ES iLE
_~__ ,_
I
7`

_
_
0
~
p =' R

z
J 7

O
~

TAII B

FAESE SE,F _
`- _
__
_
__~
._. -~_---~,__.
INRr r fCWI _ ---_.._
___.

YWO, qr~
__ English

I ~"`~-- 50 0 50 100
~S- r -'".---._ ._
~
/ DiRN o-aa L P.m aoa L ~""~-- --..
`
(
(
DAX To t.OX
T
O
'
10' Ovr l0X Ta 6AX IC
' ----- _ ~ n ~n
QVL
YVB
t ver 2AX
o /.0
L
~-STA 217+7B C1 70
OvRr BAR 50' •V
R~~! .

f N FRONt SIREEI p[VELOPERS, LLC v1

~
~ FE Posr

J /
o. ~
1
, SITE 3 ~ ~'~ "'
~
! ,I _
,
~ `
i I
I `
a,~
~~ ~ r
I
, __~ m
h fI; ~
w F I ~ I ~ r
~ _
y ~`__ (CHGRD) I I 1 v~ryry
W~I~
A
~
``
~
~ I I SY FIL F
B
~ ~
- ,
-I- _
~~-~~ ~ ONGR aROPf.RTIES lLE ~ ~ i i INV=13.1
\ ~``
`\

,f•
W
O -~'
Q 7GI/B Q
H Fs DEr B Q

I m
I -c- m
~-____ ~

2 ~''- -~, _-F '~ rn

o
T F - ~''

OE
V
-L- +eo.DO ~~~ / ~
_ / J
uo'nr
(cHORD~ - F ------- -------
--- --- /
--- ~
~ / cgglE flJ•AF4.dT+.
/
IB'WWFENCE i 7~~
/
i / ~~
n /
SdGk PRi7(KRT~i €LC
~',
IB.000 ~ ~ IB,000
6000 6000
2025 ADT 2.000
Sfl 170
BOSCx BLVD.
PROJECTED TRAFFIC VOLUMES
_..._ ~
_._..
~j ~,
JCJ' ~._
,.
~ ~ _
i
,
n ~~.,~ .
~r~ ,
1
`1
1
1
I
I
I
1
/j~~
I
I
i I
I
F
I
I
I
I

3 TONE CL B RIPAAP
W/10 SY FIL FAR
INV=7.19
® DENOTES FILL IN
WETLAND
• DENOTES MECHANIZED
• . .
' CLEARING
3A SEE SNT5.22 & 23 FOR -L- PROFILE
SEE SKT.32 FOR -YB- PROFILE

PLANS PREPARED BY
r 15 1 RUhNffI, L KLEPPER & KARL, LLP
GIDRESW-//FQ O/Fp//RMrs
+.oo meo.~l.b o.w. wr.• Aso
IRKbOM. Np117N CMIOLM• 7H0\-SNO
' n m nta-Brow
FOR
DIV/SION OF HIGHWAYS

' ` ml P0.01ECT REFERENCE N0. SHEET N0.
NC55 R-4A63B 11
N
z
0
:TOR 4,200 ~ 11.000
IB,T60 ~ ~~ 29,000
N00 •~~ 15,600
2D2s RDT I
21,800
xGl/55
PROJE CTED iRAFFIC VOLUMES I

J

~.
~'
` ~
~~
ti
l
\
~
FRONT STREET OEYELGfR:, L4.~ /
SITE 3 ~ \ , ~~~e~

~ ~ `\
/
~
ENGINEER I ENGINEE0.
1 q5
~~
M3
N
KATHERINE C.NAROLT4SflN.•t of
O
CHORD)
1
~ k[gA N, GR4F r"R1
O
i
1
4
NEL?#Ltf TRESCHAN
E O
~~^.,
d8' W W FENCE 4
MATCHLINE -Y5- STA. 21+50

SEE
SHEET 16 ~~ r~T r~xs
,,,~~
~~ ~ ~ II;
~-. ~. , ~~
" I
Jd3$S R08ERt ---"
7
C1vILS
t
~ I :.
C 5
DI IM CUT
a 3ff
.a
~~ ~ ,~ ~

i r
'
D
AIL D Y,
English

~
O I
I
I ,
I Ik
50 0 50 100
~
~ sR~ua
~ D~uL ~ . i OV23~08
NO DEFINED
INFALL
r'
n I ` F
y
+E
I -Y'r +86.17
~ ~ 85' LT.
I A
I
a
~
I
~
i 1
1 ~ (1
~
~
~ ~ "! 4
I
it ~ ~~ ~,i m
~I m ~~ I J 1
4 -m ~ ~
~
~
I
1
F ~~
1
I
~-
x
i ,~ ~%1
t
II D
~ ~
; - - - ~ ~ ~ .5~.-
4 ,P
I ~ i ~ ~'
''
I /
',
I \
O
/
5
~ I
~ -
~~
'
G N
'~
~ i m
ail i rn
~
~

T818 --' 2

'
~ WMN '
~` 0 -,'
m
ev I
~ I ~ F ~
i I
~2 TONS CL E RIPRAF
~
YUT SY FIL FAR ~
~
I
~f INV=29.25 N
~
I ~
Il m 31 1

I ~
~
R ;
I ~
~ I ~+ w-R

~ I
a
19 I
-YS +p.71

I

~

m I a I 170.00' LT
I

I b
I 1
~
I
s
~ I ~ /
1
I I -YS- +aaoo / J
I I , I , (I ~ 120' LT, '`Sl ,
r
8/F I ~ ~ ~~I
{
~
~
~
I r ~

I ~ ~ / r,v
g I ~ , /ri
~
o ¢ >
/
,Y r %~rla
"
;

~, ~~
~,~:.,m 6 -: ~
a
1
t
r
~,
/ ~ ~~ ~ /
- ~A ~ ~`~, `~... ~ . ~~,ra
~ei~SLLe---'-- ~ ,.
cLrr DRCn
JL A
°"~ ~FfRiffS LLfi -
_-_---''---__ O
----_
~;_ ~
~,
~.
~;~
--- _
--------------------- ~----------------- ~ _ 0
,., F ----------- __ ~~
Y ~ , f ,.;.!- `~, .\ F INY=7575
TAI A
x

~°' Ibf fp ECaIN
1 ,r
"' D
YY+, D= LO if,
FROM {_ 5TA 231+50 TO STA. 23+00
TAI
~ Ibi ro SeawTtx
Kr•nf
1 s ~:
au=a D
m YR 0= IA if,
DENOTES FILL 1N f
®
WETLAND 0.0M -YL STA. 71+50 TO STA. 22+50 RT

.. . DENOTES MECHANIZED
m • ' CLEARING

SEE SNf,23 FOR -L- PROFILE
m SEE SHT.33 fOR -YS- PROFILE
a
°
J PLANS PREPARED BY
E e KENNEL • IQ.EPPER & Knln, LLP
m
CO/7.W/tlRp er/plrfssra
.ao IIfdO•*fMO D'w. s„n. 71so
N~ II.~RNLKN0111w ~.L~w. ,,.,,-,,.o
p0 .`, ggF.f.•MtaO
~9 FOR
°? , DIVISION OF HIGHWAYS
~~ ~~n~nvl r ~J ,\. ra n.rrrn~~ '... °. ,..
s
/j ~ wnY~E'{nNE C No
/ ~ .~ ~, INF.
f ° O
r _ ,~ ;' .
~~
a: .;~°n ), ~?. .' 1' LL ~,.. _:. PACS_SR-Nt ux :..
~ /
D c,.r,
r
J• A~~ ® ~ _
~ ,.
' „ .'
F~ / ~ ~ ~,,
.. ~.
~' ~ ~` °
i ~ '~ NIC /
i ~ C LN ~ ,-. NQ DEFINE
', w '" IN -2
~ INY 5.
j a' ...~
r ~ -
(J ,zc~ r3N G, hACE 41?..H- „Ix =
1 ~ ~:
%fia .. 1 ,
~~
~~
~_
~as~~,, t ~~if -_c~AR~r'I~a~r
o ~
~, is ~. ,
~I
II
~~
II
II
II
II
~~
(~I
1~1
I;r4;
r rr
~,"~, ,1, / ~ ~ / / : /
'~`~ ~,
sr
A. 30.1, D ~~p ~ v~\ ~ 11 iii // `~//
25 SEE SHEEr » ~ ' "~ ~ "~~ ,~

~ ENGIN~9t ENGINEER ~ ~ ~ ~ ~ ~ , i. 1 I J ~ f PRO1ECf REFERENCE NO SMEEf NO.
" - ,~ H CAROB" r""~Cnk "'. 4 ~ , _ _ I i I i. ~ .. _. ~. { - R-44638 21
~ oP~ .....~iy.ti roQ~d ....~(iti`•~ ~ 3 ~ ' ~ ~ {{{ I ~ V-60m h
~ ~~ESSIq~q s '.~ i 2.~pEE5S~4yq a ': ~ I i I
.Q <. _....__~_.,__, ~ _ _ Ks=136P ~ I
.. ~.
• SEAL SAL -----
i
• 4
'. ?122 ~ i ~8~8~ ~ f .» i - ~ ~..._
r {
i
t
I
1 ~ { ~ _
i •
.
t ~ 1
_.
{. ~ F Lm 0'
t
_,,
t
SD Cy4 NCINEE.PP~ti o~ r,yCINEE: ,L~ : ~ ~ ~ ) ~ } { . l n #20
......
•., ....
.._..... , _ ~._.. I_-__ ,
. _ k. j
{ ~ _ .. ~, ~ ~~~ ~~ _..I~.._ _.. .~,....». ~_~_..._ __
_ -
s ~ i ~ f
5 s { ` E ~ v, f
s
~ ~ Po ~ 172+~m ~ I ', ~ ~ ~ f ~ ' ~ I f { ~ __
___ _ ~-._~w .~~_....~.~..... EL 32Qr -._;_-.
~- , ~~~~ w
. -~--~,~-_-~- _.f__ ~.,.... ~ +4217 '_ -
_..~
f ~ VC ^ 200' ~ ~ j i ~ `• ~~ ~ -----~-----~. _.}. _. ____
'. ,_
,- r t - g . a ~ _ ; ~ ~ ~ {~ -~~ ~- E K~^ X48 ~ ~-~ r ~ i j
284
f . __ .
a ,
40 ~ ~ + -j-. ~' .~.!-. ~ . _ _ .. ~ ~'~ ~ -
t 1 ,.,..""'_
.~."." } ~ k ~ ~ ~ r ~ ~ y.ti ,~.~..._.....,W._ ~ y...~....,...._......~„
.
~,.
~ ~ , a' . . PR4 SED GRAt~E ~ ~ Z
r
_ ! ._,
•
{ ~ ~ i t l ~ ~ { -~ ~ "- r-~ _
- 5
~ ~ } ,
. ~._.._...~."_".""l"""
~ ;,,, }
W ~ ~----~
s _ .
j
- ~+Iz~
, , ~ - --_~
_• r
1
30 -• -------- - _
---- --- --••----. •_ Y•
_~. ,~ _ ~ .._ ~ ~ ~ ' 30
__ _
_~ r *`_' ._*.._._..___ .~ ~• •~"~ in.r ~~~• iV { ~.._ { ~. .. . 1 ~.t_p~i~.._ .`fir 1 l` {.. _. _, x-j~~.~~~ i -
~ ~
.... ~ _
'_.W..-
} ....
r i
i
f9~ P ~ VC _ e , ~ IS INC,~rRDUNU VC .~..t_ 3 i` ~ ~ ~~~ _
~` ~ ~ ~ ,
170+00 171+00 172+00 173+00 174+00 175+00 176 ~ ~ 20
+00 177+00 178+00 179+00 180+00 181+DD 182+00 183+00
} _ $
~ , I ,
; t r F € ~ s
~ ; ~ Pl ~ 190*~000 ~ ~ _ ~ _ ~ , j
EL = 7245• j i ~ , ~ ,
.. C'
- ..» m
.,,.u.--._., ~..-... _.
i A _ ~ .... .,.......,. ._.. _..._
.
j e
- ~ . ~..
~} ,
~ ~ ~
f
. ~ _
V'~
70 ~ ~ 1+~
,
,
3 i
-._ _
,.
t ,
r ~ ~ ;
...
__ .
i ~..
{ ~ ~ I
- -._ .
- ._. ~ _
_.. _. _
_ ,,
-.
t. _
.-
.,
' ~~PDSE~ cw+oe _
60 I
.
-:
__._ _,_ __u.~~_ _.._ _ .~
-- _
_ _ _.
~.__. ,
~._W_,--
,_.
~. ~.
--- ,-
-----
--- -
_ _,._. .,,- i I I ~
_. _ -
. ~- -
.-
F i . scc••. ~ ~. ,. ~,.. _ - _.
- j {
t 1
__ _
.__. _
t
,. ,
,_. ,
.• ~ ,
~ I
k ,
. _
.
_ .~- Leo
r-..
,,
50
~ ~ 1 ~ ~ VC ~ r'05Y~' ~ ~-v~J .fib $ ~ ~
__ ~' ~ ~'
-~-- ~ ~ 82 L. 3
{ ~ , _ W ~,_ _ _.. ...._ _ . - 0.. . _.. wi._
. ~ ,~~. -. t.. .. 50
Et. 20'.26 ~ r__. ~1._
I ~ K = 1~! ~
_ _
I
•.,
~ .
. ; { CO-~C~ INEb BI ~ IL ITCM.. _.~.. _ '
,
U ST~l. 1~g+ : OI LT ~ I
,,,_ - .
~_. __ .._ . __ t~VrT--~- f9Q.t ~..lm dT
._. 4. B'S -4 ._._ -_ .. ... __..
{ CONCH J.IdE~! D ~ ~ ~ Br L :~S9,t ~ ~ ~,.
i- • L. ST . ipt+9 p RT ~~~ ... D' E ~ 2S:8S; ~ ! f _
,
40 ~ L-,s2' ,. ~ ~ ~ ,
__..__ __w _.~.._.. ._ __ = _ _ _
_ _ . _, _ .. I t~
_ ~__
~, m... __._ ~ ,_ ..~_.
' ~ E ~~ @. G S 4$ x __. _~.
~ ~ • ~ ___ _
x , p f 2582; ~~ ~ ~
...,.._
o _ BT~t 6+ .t R R R ~ ~ ~~
' r + ~ EL 23.97 ~ { '
i ~ ' ~
~ .~.~ ~ _. c. LIHEan~ .w_ .w~ a ,
_ ~ _
rn + { ~ .. ~ ~,I~~ -K B3'fGM-. , - . 5 A.. 19D+15 00 RT _.. _ .... '
L• sla. 4 +so. ~ Lr N _. _
N ~.- ~ .. ~.. _ 1~ ~_5-0.308, L~85' ~,~ _ , ~+~ ( ~+
C o } < ~ ,BEN EL. 24.50 ~ ~
n 3t) .w ~ ENN EL: 24.25 ' u ~ ~ m
- _ - t~ __. _ _ ,~ .._~_ ai .. .. __ ~ ~ _ BCE ~ ..i~ I
~ A ~ I ~ EXI$TINC,GRQUND ~ W 8=14. : ~.=22~ ! ~ ~.5 7 0+ OO...T_ ~. I ?HOD B -+ _ __. _.__ _... __.
L.•r ! ~ _ . } . , . , BEG . E ._ 2+4.25 / i ~ ~ yj ~
Q
.n ~ / K
i . _.. 1~`>..-_` .._ i ...._. _: ~ ~ _.. rti sr '1'~ r r..jr ~ • h~ 0' id ~~~ - r~rr~~r.wr
~p ~ ~ ~ ~~ti~_ ~ t -. •+. +y~R~ ~'~ -, .. «-_..,-_....,V'K ~},. r~:iJ ... a.fq. rr~ ~'i. ;_ ,.y.J" -t-`A(~v~... /:i./.1~. ., ~.~4J.74..~ ~~~w.!'~ ~.".~7 w`r~r .. _..
~. ~.. I
~/ {, _
oT •_ , 1 • F#}0! ZT ~ ~ CONC. I:INEb DICK ~ _ ~ •y~ E ID LAT. DITCH {
,..
-a ~ g(' { L $TJI 190 7 LOI CT *JNSX RI ~ ~
20 C ' IY ~ t=75' ~ ~ClUAL~ LEAM~7H'9T ~ ;' E . ~~20,40; ~ 1
20
~° 184+00 185+00 186+00 187+00 188+00 ~ 189+00 190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00
st

.
Q, { ~ ,
N i ~ s _- ~ ~ }. ~ t ~ ~ i { t C 1 I t ! ~ V YAOIEGf REFERENCE N0. SMFH NO.
L _
~ } 7 ' - r i ~ i ( ~ ~ ~ ~ r f '. - ~ _ ~ _ ~ ~ R-44636 23
, ( 1 ~ ? ` ~ f ! V = 60~mph Roeower o~,vGN Nrouuucs
f _
t 44
__ __._~_.-..,,...._.~...---~. .,,_.+--,._,_... ~...._-,-_ r '. t 1 ~ T ; '. ~ E i t.. ~ ~ ENGINEER ENGINEEA
I _ ~_.__..__,~_,_.._._I. .... ~___~._ __{.____._~.___ r Ks=136
i __,___
~~ ~~ ~----.u._ _
i ! ~ i f ~ 1 ~ i '~ j ~ Kcr=151 _.,_ ~ CARp "•. f°wCAR~"''~
_ - ~ -~. .$'~" ~ i z i I ~ ` r ~ 1 i ~ LmIn=200, ~ i~ ''P iy" ;•o~~~......~liy
.
t
,_ .
,- __
j i Q
_ ~ ~ _ t { i I ~ ,e
-- -~ - ~ SAL
50 ~ + _<._ ~._.:,__._ ~ 2112
-YB- P Stay , _.r.._. ~. ..~,.____. __._ .__ ._. _ _ _ .,n ._ ., _ ___ .}__ ___ w __ .. . ~ . r. __._. _.__._ _ _._ __ .__ 2 isiei
1
~. t ~ i f ~ ~ , L i ty~'fi~CINE~F'1~.•' •~2 'FNCII~P`~ j°•
_-
- ,
+ i _,
PI = 225 lODO ~ i I I E f ~ ~. __ ~ . - _ '',~y4f~( r. MEP~\ `'^+~',a~ s;;k`
3
t
` Ec = 35Tr •
~/yy _
-- - ~~ .~..u,~, _. r ,
=383 ~ { ~ w
~ ~ _. i
: _.. . f i {
40 f t ~ I ` -~ ~- ,~. I _,
I ~ i ~ ~ ~ 6 x I < ~ +~
~_..,._._ ~..._,.,... _ ~ a +- + ~
__...W__
--~-_,
I .,..~.._~..pE~ ~._..___~.~ ~..._._._. _.-_--~-.~~_ ~.,...__u--. _.__ i 40
F , is :. G 1 t ~ , t _ --_-r_.__...___ _.
r ~ t ~ ~ `s'
~ ~ ~ I t ~ F ~ ~ ~ ~ ~ •m ~ f -.-,--
_- ~_ x .._ . -_._. t I 4
} ~ ._ .. _ _
{
I ~ ft+1p,5~13~ !- x ~ } , i s ~ ! ~ J ~~ ~~ E ~ ~ ~ ~ ~ ~ ~
t € % '
t I ' ~ ~ .-. j-, -,-.
. ` t ~ 1
t €
}~
30 E • ~ ~ ~~ ~ i , ~ ~ ,
- - ~,~ ~ ~ ! ~ t ~ i ~ L_ t ~ f ~ I ~~ ~ ~+~ 02~x~a Rt ~, s
1 jj .._. .__. _. .. ~ t!
Y I ~~' ~ i t ~ 4 { j I {... _- r ~r~ry.r~~~ ~ r _4 .. }.._ ~. _... t .. ~ _.. _. i _
' r t t. ,. t
- I
__._ ~ __ _
,-.
r ~ i
,~
~ ~ ~ V ~ ..
~ ,
~ ;
. ,
r_ } ~ 2i4" p ( ~ _ , ~ ~ _ ... ~ ~ , ;_ '_ .:. __ _ _ ~ ~ ~Xl3TlNG ~R(>WNO ' _
,.
n '
20 ~
t. a ~. i
".. '.. s t
t l _~.,~._-~. _...~~_--,_,_, ~ ~_,__,_ __..m._t___.,. ~. _-__.v_._. v ri~.. _._ _.. 2~
_;._. _ _ _
- t - ~ ~ , , ~ ___~_ I ~ ~,~
~p~ { ~__
r ~ j I t
.
,
_ _._,~ ._.~__7_ _. `
,---- .r _ __ __- _ _, w ____ ___
_ .._
f
( ~ s
_ t. ~ } - d ~ ~ ~ ~ t _ ~ _
10 ~~ ~ `__
3 ~ . r 10
224+00 225+00 +00 230+00 231+00 ~232~+00 ~ 233+00 ~ 234+00 ~ 235+00 ~ 236+00 ~ 237+00
{ ~ ~ ~ } ~ E ' ' ~ = 2~3 7pD0
_ .,_ V=50 mph ~ .. EL •
i ,
1
t
$-
Lmin =150' , - ----
# ~:_ ~ ~ J t:2~p1b K=40 mph i ,-~ _ _ _ ._ _-
, kl 1+9r~22 % ' ~.Y5""' ~ F l+ ~ ~, - ~ C =190• Kcr 44 _ _ EC = 312' _ _ _
;. ____ Y5- Sta25
= 78 Lmin 120 VC = 120'
,_ __ ~ ---r ~----:----
___
..._. .. .. y. ,.._. fix. A__.....
- ~.
.
' fL=28.50' ~ ~~ _ ~ ~-
40 ~ t ~ i + I ~ . : r-ql
_ _ ..~_~
.~_
...~R-_,_ _____. Y~
x
i ~ ~~
f ~ ,
ti
r } _ ~ 1 R.~ - ;~EXtSTtMGUfi©UtiB ~i v, r/. .. f _ _ ~3
u__ _. _
' ~ 2 00 2 OQ 245 00 2 0 4 ..~
;:: ' _ , . ; ... ~ ~ _ ~ _ _.! .. ; .: 43}+ _ I I ± 0 2 7-F OD ••348~hOB • --'24400•• ~~
t
30 ~ ~ ~ ~ j 4 } I~ 1 ~/~~ ~'~~ _ ~ ~ ~ _~E4 P.~ ~. _D fell ~`f.1 ~ ~ a ~ . J~
_ _ ,, _ ~-
_ - -
i ~ 3 !- !* 1 ~ " t ~~~ '; Pt= 2~3+70D0 _ )L ~' :4 + __-_8 I "-~"
. __ ~ _;-. .~ ~ ~ ~ ~ _ _~`` _t `- _ ~ ___
r ~..._.. _ NJX _, r
~,
Y. _...._ _ _ , _ __ ..... y.___.,.,..._. .~. _. • I , ,
_- PRf)~f1SEfJ
1 ~ tiN - - __ -___ - w -
`. EXISTfIJ(~ GRQUND ~ PI = + 2D0 1= + _ .. ~ d Ri;N }
~, _ _. .; .__, r
_. -x. 3.~ ,.. ~~ r-- Y ~_EC = ~5' ,: fC =22 ~ EC _2 6~ ~~ c
f
s ~ _
20 # ~ , ~ X =~ VC = 120' r' i_G3~ _
1 _, I _.~ .. ~ '. ~ _ K , b3 K =400 ~ m ,
20. __ __ ~..__.
.. _ .. ~ _ _..w .._..~...___
; -~__
U i ~ . r ._.._ __. .._.__
~ , ~
N ~. s-- x _._ .. ; ~ i 4 i ~ ~ - Na~ ;
x
r_
EI( TiNf GR 3 r
- c
a ,. ., ,.-.. - -' -
._.__
_
. ~ _ - _
~~ _ .
m ~ t t c~ ~ ~ 1 ~ ~ ~ ~SP~uTA ~f ~Ol~ll
.. ~ _ -
;~~ r.. •i'~ ' IT Nr t
m ~ _ .._ -
a i z J z % _ _ _ _ ~ 9€Q. S ,~GIA~ T A TGHt~ EL: ;ur:74 ? _ ;: _ .._
10 W ., , I ~ srA z4e+ .oo LT r
.. ... _. .. ,......r. ~ _.. ___ 33
.
)0._. fL 2 4
00 .. _.. _ , 1 _ - -
_ _
_ .. _W:
1 ~ _ .._
_._ _ _.
; i z
- ~ -.
~n i r i , '. ! i '~ ( ~ 3 ~ 2~1~94 i. ^-'.'" ~"",t .. _ { _..__ _..
1 EL.
-o '~ 2 1CP
o. ~ a
i
a [
238+00 239+00 240+00 241+00 242+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00 250+00
~.

~.
. ~
0 5 10 PROD. REFERENCE N0. SHEET N0.
~I ~i>fi[j R-44636 X-22
150 140 130 i20 110 100 90 90 70 60 SO 40 ~ 20 10 0 10 24 30 40 50 60 70 BO 90 100 110 120 130 140 150

¢IRII
6
L
/ 6
I
uaP
5Q
:
: ,

3a _
' WETLAND WETLAND ~~
30

- - 30
s~z~« ------------
_
_
----

~ _
-------24:82
u~J9
182+50.00 _,
so

ao ~. „~~
wEnANa
Qo
,:~
_
wErLAND-~ ,/
30
. _ _ 30
u~ ------------- -

20 ----- -
~9 ~9 u~

182 + 00.00 zo

so
p~

40
WETLAND
90
gd ,_

.~ . ..
__ ...... 3
3a
26'75 ----

20 _~

_"'_
---------
-"
----- - uaw

181 + 50.00 - - -- ~- --------- 20

~~ 8
~9
40 6d 6~ ,
,~~^^
'lll
DP. 41.33
}J
.~. 3j ~-
WETLAND
30
ss.zsve ---- -------------
--r--
----------

26
71 --------
---------
------'
_
20 . ---
181 +00
00 -" ~ --
. n~ zo
~, ~_
~~~ '
" ' 150 140 190 120 110 100 40 SO 70 60 5p 40
30
20 10 0 10
20 3
0 40 50 60 70 80 90 100 110 120 130 140 150

~ 0 5 10
~~~[T~ PROI.REFERENCE N0. SHEET N0.
•
150
140 130 110 110
1
0 R-44638 k-23
0
90 BO 70 60 90 40 30 20 1D 0 1D
20 ~ 40 50 60 70 g0 9p 100 110 120 130 140 1S0
60
60
' ~t1
~.WI A~7qq
~
6.l 6a ,10.V

Ill'. 51Hi -.. .-.--. - : -.. - - -.. .JAI
}d
Jy

3d
_ 30
ssz+.n --------
--------
-------------

--
20 '~ 2419 --------
-------- -
----
-----
-------------
---
u.~s
7 84 + 50.00 _ _ ~o
sa
_.
- 60

-..-~. ..
__ l _..717 _..
OP. 50J3 '. '.
}d '
~ .
-
- -.. J~
I - QQ
.~.. -.

55.1673 -- ---------- -"---------.----`
---------- ~-"~--
,,
; 27
10
-------------.--
'
-.

~ ~
.
184 + 00.00. ~~6

sn
~. ,~~
4b 3:i

.~
_
/I----
5s~ 27.50 , ,

y ---------- -----------
--------
-

---~
20 _. 1.83..+50.00 =saw
20
5o pip
6d W
... ,. :
OP. a7J7
3a
3,l
.~0
~,
-- 30
55.17, 27'73 ,
~~. SS7825
zo 183 +00.00

~,~~
150
140 130 120 110
100 90
80 70 60 50 40 30 _~
20 iD 0 10
20 30 40 5
0 60 70 80 90 100 110 120 130 140 150

150 140 130 120 110 100 90 90 70 60 50 40 30 20 10 0
60
50
U ~ IU PROJ.REFERENCE N0. SHEEi
~7>flti R-44638 X-3
1D 20 30 40 50 k0 70 90 90 100 110 120 130 140 150
aP. 5v7
3
_~
3y
40
302'".:
_Z
~a
~~, , _
Z _ 30
~~ -----
<w ------* --------~---
-r-----------------
~ 24,30
195 +00 00
60
50

_ o.mw ~, 6~ Aaw
oP. 5~~
gl
QQ
60
50
40
3l~"
Z
~o
ur
~~ ---~---------- =Z30
aw ---,.------ O
----------- -------~-------.----------~- UF-
~ 2405------------------ f~
194 + 50 00 20
60
.N
om~o 6:, 6:. amw
wm
z 30 60
~o
x -
OP. 5AA3 F "
U
aw -- -
3'/ \~%~ ~ OP. 2257 20 ~~
150 160 170 180
40
40
302
__
~a
__
30
aw --------------
., ----~'
sm --------~- -------------- zm
-------------- ------------------------------
------ -
~o
_ ~ 24:69 - --., ~~
~ .. ~ N 7/1
194 + 00.00
r 150 140 130 120 110 100 90 BO 70 60 50 -~
" 40 30 20 10 0 10 20 30 40 50 60 70 BO 90 100 110 120 130 140 150

150 140 130 110 110 100 90 BO 70 60 50 40 30 20 10 0 1D 10 34 40 0 5 10
50 60 70 g0 y~
`i~lr~ rRa. aeFeRENCe No. sHeEr No.
. ~
6
a R-44638 X-31
Jo ,
:r D 6 wW
100 110 120 130 140 150

~. ~~ ~
40 } ~
1y

30
3D
sszs« - ------------------
25;29 --- -
- --------
---------
~
197 + 00
00 5s2~ ~
.
~o
~o
G.~O 6:. a:r I~fO
50 _
~. 5r2~ ' S0
}1
'9Q _ d~
__ __. ~Q.
30
3f1
-----
ssa~
- -
-----------------

- ---

-----------------
------------------

------- -------
~ i96+50
00
. ~~ ~
r~o
__

~
~
6r 6d. ~

DP. 5273
50
}1
, ,, 3,7
90

30
30
ss.zz, ------------------- ------------------
25;86 ------------- --------
---------------------------
--
------- -----
ss
~
20 .
196 +00.00 20
so
~y ~d__

. .. DP
512]
. CC^^
,ll/

_ ;1
Jd

40

. ,~
30
20 25.22 --------------------------- ---------u.2~--
195 + 50.00 _~o
Jy _L
150 140 130 120 110 100 40 80 70 60 50 40 30 20 10 0 1D 20 30 40 50 60 70 BD
90 lOD 110 120 130 140 150

5
i
~'
9i
150 140 130 120 110 100 90 80 70
5Q 60 50 40 30 20 10
~ 90
3Q
ss;
~urcoc~:TION
30 140 150
50
40
2(1

5Q
_. I
5Q
2x.34
~o 2 2 b + 00
00 ''
_ . wF r~ANr,
-r8-__
,.
4Q
INfFNC F/7ilIN ..
_3Q __
--------------
ss~
_
.i4
2f]
=-----_ --~--------~_~o_
4Yl
40
`
8
30
------------
--
- s
-
--------
-- ~; 3Q
^m
;,
20
225 +00.04
20
_ __
ago ono
o,~cs ~o
30 as esbzi
3~
-------------
--- --------------- nr. ~72+s
---- - _
- _
30
28.96 ------------- ------------- -----
------
--------------
u~JZ 224+
50
00 ~~
20 ..
.

ao
__ ao
~

.~ 6:1 o.~ 636~~
j~3i
I,
or. ~znso 30
28.98 ----- - -
u.~ 224 + 00
00 sszevae ~,
.

40 II
40

3~ 6d 6J67~ j9ii
~. ~~ 30
29.03 ------------ --------------
------
223 + 50
00 u~
'
20 . ,
20

150 140 130 120 110 100 90 80 70 60 50 40 30 20 1D o 10 20 30 ao 50 60 70 Esa 90 1
00 110 120 130 140 150
o s to
M rri
0 1D 20 3a 40 50 60 70 80 90 100 110 120

_ 0 5 10 PRO1. REFERENCE N0. SHEET
~i>r~~) R-44638 X-4
150 140 130 120 110 100 90 80 70 60 50 40 3a 20 10 0 1D 20 3Q 40 50 60 70 8(1 90 lOD 110 120 130 140 150
s
30
3d
------
ran
Gv ----- /
--------------d-_.~~.
.. SS21B2
ao
30
------

20 --
-----
-----
----- ~b~----.~

30
20
/0

3D --
3:1
20 sszxu
__10

30
-----------------ss
20
!0
DP 30
. 32J87
t --
21.83 ------------ ---------------- ---
ss zs.$9
20
22 + 0.00 _ ~0
A
°b24~ 6d M~ ~--
W~ri,~Nt~

oP.3zrx 3.,
30
22.45 ----------- ---------------- ---
uz~o 20
_
228 +:00.00 _ 4Q

__ _ 30 __

20
ro
227 + 50.00

Q~
A,~
a~':r 6i WF I ~ ~NI'~

DP. 32739 eea _ E - ~~
. 30
nn~r
~~
vi ~

-
`-
____ --- z'
20
/0
227+'OO.OQ
~0
Zg
~ 30
;
~`
I
L~
n
-
~
-------- --------------- -20_
I
10 i
226 +50.00
150 140 130 120 110 100 90 80 70 60 50 40 30 20 1D -~
0 10 20 30 40 50 60 70 60 90 100 110 120 130 140 150

{
v
0 5 10 PRO1. REFERENCE NO. SHEI
~7~7 ~ R-44638 X-
150 140 130 11o no loo 9o eo 7o bo so 4a 30 20 10 0 1a 20 3a ao 50 6o m ao qo 100 no 120 130 140 15a
40
ao
3D WET 1 rl i~ U IIAW 9.I6.~ ~ ~ UpA

-
- ~e~
-
- __ 30

-- --------
--------- -------------
---
--- ssrs~ 27
---------- 3
-------- --------
-----
--------------
---------------
-

--------------
ssa~
231 + 0.00
2Il
40
__ 40
WET' ~N.G 40fOB 4~
+ ~
3Q. 6
. ... -
~ 429./
oP. aeso
---------
----
-- _ 3Q

__-1----__-- 26 74 ----
--- -----------

--
2Q-. -- --"---- ssuse ssa~ee
231 + 00.00

w~lt_~wa

'. 1~
41YN
_
9..f 5~qd
_30 i '_-_.'
E
4~g~
31
---
2645
-----------
za- --------
- ------- ssazu
~:~.

230+.50.00
~o

3D
WLT~~u~i. Jgj~

~-----------
------

-
-----` 25,86
---

~,
u. ----------
230 + 00.00
20

1~.
30

.~
20 ----------
------------u
t0
-~-. 229+00.00
150 140 130 120 110 100 90 80 70 60 50 40 3p 20 10 0 10
l0 1
20 30 40 50 60 70 BO 40 100 110 110 130 140 150
30
'Ds
20.
~.
30

20

t
'`
z
0
e:
c~
/"~i
~~' ",

TI
FALSE SULP
IMO1 r fe=4
WOm Wttll
9' -Irf-
ts-
S.Orm vim. E Aroowwt0ltm
PROlEC1 AEFFRENCE NO. SMEEr N0.
R-44638 6
TAI TAI Mr SHEE7 N0.
N LAT Al A CNTCX ROADWAY DEIGN HroPAULICS
t eet t0 ftpu Ilbf fe StiMl ENGINEER ENGINEER
s. a'~ aula ~ r. r'~1N CARp~~q f~0 CARO(~~
. ELnO:IA Pr..- • 2:•~ESSlgy.q ; r?~:•ptf. CYf~.,4
YhD= IA it. - B' 2A Ft. -- '~4Q 4! ` .~2Q SEAL 9!
D~ 1A if. SEAL
FADM {- srA 160+so To srA 16~+9s 21122 18181
FROM {_ STA. 165+05 TO SA U1+50 FROM {- STA. 163+39 TO $1A. 166+88 LT ~' :~
~~;~~;,fjyCIIJEER ~ ~~~~:: ,fjyCINEER
2 {- srA ln+7a n ~' 4fC T. MEa~~ :r•'b,N4 Wl~o°~''r
1 -
~~ ~.. LErERXAEUSER COLPANY _
R oe w rD AsR
6 e9
6 -
s -L- STSIa 165+6764
g
r

d

k
'..
,
~~ { '61.6! I, 350'TAPER .,I C,'
:~ 4L
9 .Y -..._EIB>SOLr~.~F
Cf9CE
"
-L- +u.a1 _
- ~ -
~~ ~ BEGIN 18' FENCE {_ +OO,pO
ACCESS POUT ~ d5' L
s ~ -L- +0000 ~ ~HOI 'y',.{C D) ~'. {- +00.00
~ ~ {_ +00.00 .
t 110' L7 ~ - IAIERAL BASE DfrCH 110' LT
(CHORD {- +00.00
' 110' LT
L ~
~~ 5EE DETML C 110
Li ~ ~ _
L W

W .

5 70N Cl B RIPAAP +~'TpN9 CE 8 S!(PRAP`
1 ,
I

_ 48' W W FENCE

3 TONS CL B AIPAA/ ">' F'-

W
1
' 'r
3 MVU sr PB EAa OR:Il..S~' Py PAB
-
-
T ~ NUIO sY HL PAB 7 - - \ W

1 •
N

.

~-

_
__ ~
----
-~- ~~ ~ 3B -._-
- -ter.
- 31 '
PADPSiI[WLYITmC _
- ~-~

n~sv~i ~^
-
'--~~ _-'----

TM
_ ~
f
~_
\

~

e T
i

1
i W w ~prApER t , ..
-
----
1a -- -
~' F-- ---- F

1 y M8-62 ~ 7 TONS CL B RIPRAP W
(n
. A YU7 SY flL FAB W
y ~;~ ~ ~ ~ ..
1 t
0 ~
3 ~

~ 6
11
~ -

1 } 5--~ +PS'FUE! TUR11 IALE rl~ .fZ ~ In

O
h I
`
' / 1
T
•f UPoV PS - 2G1/B
h - • N 60
38'
~
~~ SP MED CUT DITCH 125•fflll 1URN IAYE
~ ` Aei
N
RGI/B
j ~~ F F5 DE7 B p p..
Q
~ ~I- ~»
aRO?SAgN:FlTMC mR J08„`a . S- 14 ....
0 ~,
r b i r Q
N - LTAMCREIE RIARD -
-- ~ ~ ~
F ,~
\ `'

~' .-
15 ` _
+
-EBl°.s EIONX/TMC
~
M1 y
F ' ~ 35 ]Sp'T R , s S CL B kIPAAP F
D F ~ Hb '. SY Fil FAB ! T R TS ,•..~'.. -~_--- --- CQRYdETE iSLWD
- 4
~ 16 J
W ~ -_,
48'
~ f5p'rAPER --
F -- -------- _
F
k ~ {-+67.61 \ WWFENCE
~, ( \
; W
1 110' RT \
~ .'1 , - +67.61
Z
SP MFD CIIT DITCH
END IB'WW FENCE F
~ y1D AT
I SEE DETAILL -_
F ~
~~~~~ S~;`~, J
U -L- POS Sb 164+09Q0 = ar
ArxESS aFRr ~ - ~bi~ ~
~ I
V, -L- CSSta 16.3+5764
-DRI- POT$1
0+~ {- +so.os
no•Ar - ~~ ; 5~.~

g
0.1
BEGIN 18' YW! FENCE
~~ ~ \~
~ ~ ~
' z -OIRr- PCSIa r0+8079 -ORI- PTSta n+585
7 `
F ,
-DRI- PCSla12+0436
~ErERLUEUSER COAPANr
pB AN PG M1 "
-DRI- PTSlo.l2+15.49 . ~ ;~
ENO CONSTRUCTION ~
-OR1- POTSta13+3834
m
m
u
r
m
Q
0
a`
n
9
3
Op
0
~..
-ORI-
-L-
PI Slo JJ+3Opp
'
' P1 Slo 12+4150 Prs Sro 151+4623 P! Sro 157+9750 Pls Sla 164+3432
~ • 89
05
Z10rLTJ p = 4P45'nOtRTJ Bs = 751355' ~ = 22'03'r5A'IRTJ gs .75x355'
0 = ux35' 296' D = 5T r7' 44B Ls = 200D0' D = l5x 355' Ls =200
00'
L =1175'
T =4921' L = 1x13'
~ ~ ,per LT = 1333x
ST ^ 6661' L = N54T5'
T
84
_ 5 .
LT = 13334'
ST =6667'
R = 50D0' 3
R
~~
Se = 0175 II/ft
SEE SNT.34 FOR -DRr- PROFILE
SEE SHT5.20 & 21 FOR -L- PROF1(f
PLANS PREPARED BY
RUNNEL • KLEPPER & IiAfll.. LLP
consunlrp englnssr1
soo M.p=n=q Arty= fuA•= 740
' IIALLAM =ORTM CNIOLIM~ ~T{p•)•77Lp
t1 tit L7~-y{O
FOR
DIVISION OF H[GHWAYS

~~ ~ ~ '~

N
Z
0
o:
c
m
v
ai
m
t
e
a
m
m
0
0
a`
O ~
e'.
~'
~~~
I.
CAROL9U TgEFER ~ LIGHT COIPANY
O9 960 PG 19
~~~ r
A- ~\
-. ~ `-. \ \ \f '
~~ F P \w_ ~.~f h\
// D /B' WW NCE . ~f
11 TO MSE WATL~ \ \ \
.~
r ~- EIO$T.RW~~.
+81.63' -.
IEAAL V OIS ~\ 20s' LT
E DETAIL F A ~ +
~. -1- +62 B2 i\
2TONS '` ~,~\AEGIN 18'WW F E ~\
~ a B AI .,,~E ro MSE wALL ",
sY ,
~FAB ,~~ UIERAL
•f: i; DRCH
W DETAIL 1
W \ r R CONCRETE lIN
D R \ DEfAR c E
(n EERY.
-1- n~u ro reB+n.+2
W ~ ~
N TYPE IN
O ~
~ ., M.B
TYPE M350 ~ TYPE IN
r TYPE M35 TYPE III
a -~
~ '"
TYPE III
J ~ w
~ ~1~5E'D ShODIDER E[AY OVRER CONCRETE't`NFD
W f{- 516nY+722o ro LB9+Yla DETAIL G E ,
Z :~ ~~
J '
ruL arch
SEE DEFAII I
U 1- +71.95
END IB'WW FENC
_-_------_--_UE TO MSE WALL
F2 TONS CL B~
W/7 SV FIL FA8
9EYERIUEUSER CpPANr
DB W PG A91

Ixot r ScaNl
Yedm d/tT
9' »I~ r
ISie Chat BMO•I+rt- 20'1 0
-S- n
en..w a.,. 4 H'eOORee ptrJ~
TYPE III TYPE III PRO1ECr RFFELENCE N0. SNEET N0.
R-44638 B

~ RW SHEEi N0.
I m 'o ~ ~ vj '~ SHOULDER BERM GUTTER ~AENGINEER IGN tlroAwucs
ENGINFEA
~ ~ a \ ~
y
~ 0( 1s LARp
+
~y
y
oP~
~4
' r
Q1
(/yy.
'
°F~ ~
a,. a TYPE III c _ I _ TYPE III ;ae
~
, ~yQ
4~'.
L SEAL SEAL
21122 ` 18181
~ TYPE III v Q= ~528'OB TYPE III ~ 4 •~+ti¢ •fNCINEER'
11
;t ~' FNCiN
EP
~
,
4
f c
~~..
.''
~
'
*
fl r
"~°' s'~°
H
ti"
q
SHOULDER BERN GUTTER
~
a
~ ° ,
~..... •
. ~
Q ~ [I Q
I ~
" a ~ ~ TYPE III ~' \
a TYPE III ~ ~ ~ i.
a
'~
BRIDGE ON -L- OVER RAILROAD NTS '"
•S,.,TONS CL B BIPAAP
WN4 sv HL FAe
y
YCR PIEOPERTES LLC
\ ae a96 Eti 196
, ~ PC G SLOE q1•H
\ \
-
~-400.00 ~ O
+
. , 19a L - y
a
e'
,+
TAR RCH~
~~~~
F

EE AILI ~~
_
~~ ~~~
'
1- • 00.00

_
58
~y0 \ \ __ -
2TON5 CLB NPRAP __ ~.
__-_~
F
~,,,. 0
D
E W/7 SY FIL FAB _
~~
~ W
G
` US+
4
~
0
? ~ a
° ~
,,
.,~ . ,y
. ~ , ~
I
r
PIgFOSED SHOULDER EERY GUIiER I
90Eg779 ro 29U+2976
-t- 4 i
m
° I
I a
_ o
w
`
~ W
~ W

«.. O
~ ~ Q
,
TYPE ~ FE M3s0 .,
-[- 59 1
T
yy
TYPE IP\
M350
2G1/B FS DET B
Q
f N

~ ~ N
-': corkAETE uNE\ PR~OSED ShDUILLR 9ERY CJiiER F. ~
orlcH'~ ~ ~ ~ L- ~2+O600ro202+5000 ~ --- --- J
UTE v ~. ~. ~"~ __ ---------~ W
~~ \ t -"-
DITCH EE •. ~r ` \ - --- F Z
DETAILI ~ .---~~ F
r o ` \ -------- J
• ~ ; a~ w --------
F~ `. 4 PRD°.IL$E W F4FA8' 'L~TCIC H ~, y ~ - - ~ 1B• W W FENCE -1- +00.00
_ \ 120' RT u
- SEE STMA7DRE i1I,W ~~ ~ 57-~ ~
~~
~~ ~-+88.19 \ ~r, ~ ~-!±oaoo ~ rpt PROPERTES LLC
BEGIN lB'V11Y FENCE '~y ~ 17 ' RT
TIE TO MSE WALL ~ '7y' ~Q f
L E1fI5CNW f ff.
O ~ EAIST. RN' ~ +8165 ~, Y 4'
+u.o ~' -[- POTS~al90+4273' zos RT ~o\ \ '~\
215' RT -rh PC)T$1a15+6921 ~ ~, ~ PUE ~ PUE --
-L- +oo 00 - ~ I ~' ~ G~
31s RT2 ~^ 452~~ ~ ~'0~ PUE -'~ -'PUE
+2aoo
PUE-~_~ ~ ~ ~ s7D \ ~ ~ `3 _.
PUE~~ _
eye PuE PUE ~ ~ -Yl- P07'Sla 21+9TD2
/ TAI F \ !. \ ~
LATERAL 'V' DITCH \
~ PUE I Ae, ,e swu TAI I -L- +92 77 '
LNOt to SeWI
eua p r t. Looe
n \ '\
Mn, O• I.OFt, AetadGroui6 Amvd4w:a ~ f\ \ \
T I 0= 2AFt,
C DITCH FROM -L- STA 187+50 TO STA. 187+88 Li IBR D• LO Ft, \ \
I Nm to Segel FROM ~- STA. 193+05 TO STA 191+10 0.f = Llne dlteN .NN PSRY \
os h,~ NOTE: DNE 197+92 - 191+10 W/FSWA TAI ,
/Ft. '-R-STA190+15RT,L/1's-31./B%,DDE=NA LATERAL'V'gTCX ,
TAI H -L- STA. 190+15 RT, L=ST, $=0.21%, DDE=S CY Ieor to Sedu \r f\
;,~,R LATERAL 'V' DITCN '~-STA. 190+70 LT, L=/5', 5=//.98%, ODE=NA
a ~aF7earv Ilbt fe sego 1 F1
0.SFt,•7• ~ drd 0 r .. scoe
r r, 5noe -
D r,,o- osFt.
F• \
-l- STA, IB9+00 lT, APPR. LENGTH=157' 0= 1.OFt, .
-I-STA. 190+15 RT, APP0.. lENGTH=72' YRy D=L9Ft. FROM -L-STA 190+60 TO STA 190+571T
-L-STA. 190+70 LT, APP0.. lENGTH=75' 0= 2.Oft. UCNAL IENGiH=1177
-L- s1A. 191 f 90 RT, APIA. IENGTH=161' F0.0M {_ SFA 190+25 TO STA. 190+65 0.T
t\
FROM -l- STA. 187+50 TO STA 188+15 LT (ACTUAL LENGTH=97') ~
OB 1196 PG 196
R G YOF 191•H
PUE
PUE ~-PUE --~ PUE ~~ PUE
~- +DD.oo
220' RT.
Sff SHTS.2l & 22 FOR -L- PROFILE
PLANS PREPARED BY:
Rl11TMEL a KIEPPER & Kr1T1I., LLP
eantunhTp Mpli7CM,Y
soo IFteo~n.w IB.w. Y•,F.. 7Bf0
IIAL[IOw Mp117N CAIIOLMA tT{p1•-»{p
H ~1t ATE-yip
FOR
DIVISION OF HIGHWAYS

REVISIONS
R/SRoed Bey\Proj\r44636_rdy_peh09.dgn
Canstructlon Revision •2.Obler_______1 Proposed prods rev/sed /rom -L- Slo.ll/+50 to 205+73J5 /a new Aprizonlo/ and verrlcol c/eoronce orllerlo Ior -ne roltrood.
MATCHLINE -L- STA. 202+00 SEE SHEET 8
n
0
0
z
n
m
0
0
r
b n '~ ~ m S,k ~ ~ ~- m
~~~r
o •
z :~.~
=g:~ b
~ ~ S~P~ b
C e ~ ~
~ +~<~
a ~~~ ~!
ti § e 4 ~ ~
S
N
o:
r
1

2ro
~~
i>
oQ
r~ ~
t
8
0
8
0
5
w
a~
/~
o ~.. d a
~s }p~' a
'~, L x
f

i rrl
,sk 4'.
I-.
+,ii IMT3S13 ]IUI]ll] ]NlLF31\d]
,~~cnl •;
X
~!~ ,
(~;
1 `~ 2/5
~.~:
~~
a~
~~
~~
~D
83 ~
as
~
'~ •.. 9o•.s. b
,
.
:~
~ ND N•. DS Z<
'r~
=
~
. tir ~. r't.'o
i A~
1
t9j
fl ~.
c+
• ..... d ,. z •,
Z
....... ~
0
~~
• . ....
tio~
~~
~ p9o
y~ ~
;
Z
dx : n
;~ c
i v
~ m ~~, c-,
W D N: ~

ti M..•. ...... •' a~,

MATCHLINE -L- STA. 216+00 SEE SHEET 10

N
Z
0
_
rn
m
a
a
a
a
a`
a
°oal
NQ
~i
n¢~
LEGR PROPERTES LLC
OB 2% RG 96
FC 0 SLOE FE2•x
O
-L-
PIS 5-a 219+2381 PI Sro 271+05_ PIS Sro 23~+61a0
= es = r5r355' p - zs~r+9anrl es - r5r35s
o ~ Ls -20000' D • l5t 355' Ls - ZO0•DD'
a ° LT • l33J~' 1 ^ 1,0396' CT • 133Jy AATxER-E t. xAROLDS09~ sT a 4"
ST = 66b7' r • n50~' ST - 6667' ro an FG pT 0A
R =300000' Fo
~ _ Se =005 r1/I- O
t _
I FALSE SINP ` _
i Mot r Se•x _
W^m dem _
__g ~r~
-.5- ISS9 Oirr Bro.h-- m~ 0 _
H _
S•Olrm ~ Wapa~.a dim _
__
prm Uo00. L dim Grant L _
OAS l0 LDY 2b Or9r 1.03 To 603 1b _
Orr 2A3 o dl' Orr 603 50' ~ `_
-L- SFA. xn+7a n N ~
FROM STREET DEvELOPERS,LLC N
O! 25fi PG 19 N
PC G YDE 92•x
W '

w
T 1- +90.p
no' Lr
d.~i
LL
H ~- +90.n
110' L
W F
LLI ~
~ fcp
ORO)
~ ~ ~
y
~ _`~ EN~Sl~ /rd
~
0 ``` ~~ERir
~
+ ~
~o ' -
r-
F$ DET B
2GI/B
_~~-~ N ~ -
~,,-`\
~~~~- _
W
_ ~ f ~- _
TDE _L- +ao.oo _ -
a-+aooa no•Ar
130' 0.T 1- a 90.17 ,,,.-
~` C rill ~~~ ~.+J1 _

._
~Y~. '~ )
- - .__,
J (~ OO `~~ ~

ALCESSPpNf

..

-C- SC51o.219+91Rt1
\ I ~ ~
~
~ I 1 ;

~,
~
~~~ _
i
<.

»o' Lr
I , + S
~'. C Z_. B r
t na r
EN ,.
~
BEGIN /B'WW FENCE
y
~
~

I /B' FENCE
\ i
~S ~ W/I~SY FIL F I~
a OSED
PRO- '---
R
'I
~ ~
C \ -9 [YR NO Ir ~ ~
~
~ \ ORD pp0-EPi'UF~ ,~'
R_2.890 /B ww F >1
FROPERTES LLC
T OL ~PROFERTE~LLC \ /' I '~ \\\ 2
~
F~yiU~ ~
I
-__--F
-
-
x
x D xaE n2 ~
~-'
/
~
- •x 780
- _
_
--- ~ i 1 ~__

JdT'FULLTWbI LAVE

T~~ _ _
~~~
~ 4
_ F ___--------------------~
11{{II
/ It1Ul
I
~ I
In I_
1 ~ ~I
~t 1
~ I
`C 48'WWfENCE

~,
~.
\ ~

1- +SD.DD
'

_L_ +00.00 ,

I
~ ~ 170
AT 125' RT
LEfA PROPERTES LLC

.
' m D96 Po 96 -L- POCSra225+15.00 = ~
. f
~ ~~
~ ~ ~ ~ ~
' _
~ rK 0 k0E FJ2•x --~. a 18
V
_,
R
.. ~-`--.~
,ti
.,
` ~~ ~`
~ ~SET • G
~
p .
~
~~ `"": ~ ~
- -r8- PCSIa 12+5120 ~
-~.

~~ ,,.~ R
~ ~;,.
18.000 x.000
1.000 \+ I,ooo
2025 ADT 2,000
SR 1701
BOSCH BLYO.
PROJECTED TRAFFIC VOLUMES
~L~s~car~2 __ _. „'~ .-.-,,_,,,,~ . ~~~~ rya ~ ~}~S ~$'~ s~" ,x ~ I
~ ` EIA
~~ '~,..a'~~n
• ~ ~
MATCHLINE -YB- ST
N
~~~~

2

m

-~ r

N
W
O

~ N
0

w
m
;
N
,,F , rn
_ '~"~ m
YGR PROPERTES LtE ~ ~ ~' ~
~ ~ OB 296 P6 '1~6 R : 3,A0
PC/G'SLO~ 92•x ~~ E1,sTxc ~~ -a~D J
n ,\ / ..oroERtr LME J
•~ n{. ~
r .n ~ 1 ~ Ij
W of
1
If
i
I
!1
14+00
F i~ -L- +u.oo EBBE FLOtARD, J1.
~ oa 2575 Rc >Q
nb RT PC G YOE 92•x
-Ye- 2A
7 TONS Cl B RI-RAP
W/10 SY FIL FAB P15r~ IS}6~1}/
p = l7'3f 28D'(RTI
0 =7'50'555'
1 = 2239'
T = n28~'
R = 730.00'
sc = on3s rvn
AREA Of CONTAYINATEO SOIL
EASLdIDT(lA FDiBi NYES10R5, LLC
OB 2l12 RG 06M _ .....
3A SEE SH1.5.22 & 23 fOR -L- PROFILE
SEE SHT,32 FOR -YB- PROFILE

_ PLANS PREPARED BY
SHEET 15 ~ RunLriEL, • RLEPPER & RAHL, LLP
conaWNnp ulQlnssrs
9x10 xtewH-q 0'Iw WrH ]f0
R~L[xY4 NOIITrr C~1101•u ~7A,0~.»{p
® r. rn n~•nao
FOR
DIVISION OF HIGHWAYS
N0.
RW SHEET N0.
AOADwAY DESIGN
ENGINEER MY09AU11C5
ENGINEE0.
w.
r P~H•.CARO~~tiy~
SAp/
i?°
?q :
pFF
••.+`~H CARd~ati
~~°~.
ESSIq~
?4°
,
.Q
y4
.y ~'. ~
~
9
;
ryQ' !'.
SEAL SEAL
'. 21122 ' 18181 ,
=.y~ FNCINEc~`~1'•••0 `FNCINEF-P,:.

rEC55 P0.01ECi REFEAENCE N0. SHEET N0.
~,OOp ~ R-44638 ~~
Lw SHEET N0.
ROADWAY Df51GN HYDMUUCS
'~ILtTT 4,200 } 1 1,000 ENGME~ ENG.NEEw
OR
4,760 29,000 r+''~H ~CARO!/'o H ~CARp 'k
-Y5- STA. 21+50 : ~.Q~E ~Q,q •. ;•,.~",IoEESSI~4;q ;
Mp,TCHLINE `` `` ,Qe ``
SEE SHEET SEA` SEA`
6100 15,600 ~ 6 21122 IE181
5
2025 ADT 'Ig ~

27,800 B
~0 \
NCI7/55 - - JA-E5 ROBERT

PROJECTED TRAFFIC VOLUMES
~ P CnlS, at ua
oe 9es Pc m
_r5- +oooo~
O1= A89POM
70' RT

4 Sri 2r9+~1--
-~ * r 54' 355' i.

-L-~
Plsro 221+0551 Pls S1o 234+61,p
~
48' 49
'
'

h
PISro 246+1668 N

- REBA N. ORfiN
oe 16sr Pc 69 O
5

~
-YS- +50.00
70'Ri
END de^M'W FEr

1s • -
0 rLT1 8s ^ r54
353
0 • 355' Ls •20000' ~ = 5J25' 430'rLTI
D ^ 932' 515' O
LT • 134'
~T S L = 1,40396' LT • 13334' '
T = 115Q9' } ST =6667' L •62233'
t
R
T • 3424J' PRrv,g~
'~
\ R •3,00000' ~ AA
FE
R ^ 60000' NE t. xARDLDSaK er a
oa R:n Pc qr ~
lsUll
r
\~~ se • o0s rrirr
~ se ^ 001 rvrr
0 -YS +70.0,
70'Rl
N 285707' E
3TO.br
iRONT STREET DE9ELOPERS.LLC
~ K c ~ I~ x r ` ; ' -L- CSSra 233+9~L42 -L- STSIa 235+91.42 '~L'Ur rREStxRR
= DB cs Rc %
PC S-a24+1368
~~

~
I =rL w5 ~NC 15 , ~.~?_.: ~
-L- POCSra241+9122 r

\ Ro'Lr 1-+v1.d1
' -YS- P'OTS~a25~615~

rW -~ k°LB9p
EIaSTRp qp ~'OSEO nD'lr __~!. ~~ HiN
I ~ L ~ ? 5.O ~: q 5 rC+S bl -_ ,
O.6 S L T
-L- +50A0
Z y 4yl ~~`\
& ~OPEATY INE IDHDRD) q8"WWFENCE - 110'LT

N
0
O
~
i
~__-__`
1
!
ssst
~
a
~

_--
-
~ Z ~ ~ RT[$ LLC -~--~ - ---------- +
s o _

'
~
~ D y~ 976N ----
Ip BE&FNO?T~CORGCbc
TYP --
I-------- F
--------------- __4-_
~~^---
..
- F
:,~
h ~ . -L- STA275NOLI0 ~ `.,.,
~:`` d~
`~NCINLE?
~1~
•°:~C r.FHCIN`cc
.'
R,.,
~~
,
P
y •
L+r,
t

L i C SPECUL CUi

~ -.
DCH $EE

, I yR
` - es u.
-YS- +DD
oo OTF
L
r ~
~ C .
LL
70' a DB Itt5 PD 599
I ~ x c uaE s•E"s~

~
-
~rrFn s
L D
~

~ _ O Jg
-YS- 5000 f
ro u
(
I
~1 d ~ BEGIN IB MAV FFNCT
j _ 7.= a~
I
t IF~° -

.k'
` ~~ ~ `~ ` ~~

'
' r ~ , -YS +7000, .. _ a '- ,
~
~
. Io' Lr
r ~ I ~,-YS- +86,11
!
RC ) BS' lf.
/~/~'F~M
~ ~ I
~ I D 7
I QTR
1J1 7

-~
'
~ ~ ~ n
~
~~ ~ ~

~~ ~ ~ Z

I
\
t ~., - +50.00
i ~ -- - , , F p 1}o~ir r
e
\ a 111
Y ~ $ ~
,
_
a
_ -sera ~

- !j - ', ULL U ~ }
~_ ~ - - r e
s-~ SP MEp CUT DRCH ~ Q
r i ~ SEE DETAIL A r~aD Fuu U cw ~; - ~ y E I ' - R ~ ~ r~
IT1 C
I t ~ ~~ERT(5 LLC ~ ~ O N
_2 F ~ ~ ~ ~ ~~_ ~_N?•x 0 O J0.Y FULL TURN LARE ~ ~ r ~ ~ m
- -~- 76 f )
J NO AIID - 1 TONS CLB RIPIEI~-_---_---_---_---~---• CM ~ -~---- FJV TAPEf --- ~--_---_---_ --.~ ~ C r( ~ ~ ~ N
I ExE;i pA~05E0 W/7 SY FIL F ` • -y i TB1B I' N
U RAOaEATr LNE A 9EGPR0',Ti'CQYCCNG ~,~ B ~ WMH I E ~ O -' m
~ .: -L- STA,210+7507 F '- Is^ el ~ I. F ~ ~1
(CHORD) 18'WWFENCE ~ ~~ ~ ~ /2 CLR AIPRAP
DETAI~ A ~ ., tATI~RNE C. wROLD50R, era / ~- + o,oo `1
I11^AlU11 o UT~CN 1- +9/.dt ,~ ; OB AiT9 Pc Ol -L- +00.00 ~ ~ ~ ~ : U F W/7 SY Il RI N
-r5- ~ RoN~ IIO' AT 110' AT ~ _ O 110' BT - ~~ m Q I /
PI Sro 28+8203 D •
p = l8'34'1117rRT1 ~ Ru~s~ s I ~ ~ ;~ ~ I -L- sr z+~
Yln, D• UI Fr. EBBE FgRARD, JR. LEAAgN C. PACE SR„er uA I ATRCLI T, TRPP
U •IIX7~17 Op 2515 PD 7Q OB A6T oc 712 Y L ~ ~ I TERESA TRPP
L • e90 ~11r FAOM -l- STA. 131+50 TO SG. 13d+00 pC D YOF 42•N /,', N. -Y5- +50,00 y ~ '- ~ I ~ -Y'.r 11.71 0! 476 PD IDS ,
T •X460.8'375' TAI `~ 559 70'RT I ` ~ I 110. u G u~ 4-Ef
R • 2d&t19' sP~OT~Ta1 2A ~ ~ ~ ~~~e'~. I ': " ~ ., I -YS+ .oD ~`
Se ^ 0025 fr/rf I NRR ., Smn ~ ~ _ _ ;,. ~ • I ; ti & I - - L~ ^ II
F,^„ ~ ~ fx ~-. I V; ^ L PCSla2 74
.~~` ~: ~' a ~~~ ~ - -N - PCSta 42+ 25 r? LTJ
D ~'~ 7o'Ar - ACSta +715;23'Rf
7 END /B' WW FENCE BS I {
VO. D• 40 Ft. ,~o"' s ' S v ~, i -YS- + .00
I ~ I Y
;' _ ,
09urERATE FROM -YS STA.Il+50 TO STA. 11+50 lT $ F~! .8. ! . ' 91~.~p.+ 5 1 _ .} +~~LT ~s
® b ~ 0\ -
FROM -YS- SfA. 11+50 i0 STA. 11+50 0.T A~ -?~ ~' ~'., ~ LEAIEON C, PACE SR.er uR - ? B /F W ~ LT
N~ t ~ ~ 00 921 PG 62 >r '~ , ~ .' L PB~Sra 2~2f30D0 F'B l= /'
~~ s- +ISS1 I NBL- PTSla242+ 1
r
so' Rr I ~ ~ '• ~ -SBL PTSM.242+ ; 2
`AREA OF CONTAMINATED SOIL
~~'~ ~ Y ~ '~~ ~De~aDS ~ " ~ ~ % I ' -Y6- PTSra ,
~i I ~F
a SEE SNT,23 FOR -L- PAOFlLE d ~ O r I 0 s ~'
;, SEf SHT.33 FOR -YS- PROFILE 11 ~, " ' B I PAT ~ T fRPP~ -
~ ~, _ u5~,. sst,. '., FI I 6 SA TRFP ~.
41• ) OB PD 96 ~ " t¢
n .? t ~ I Ys- +70. ~
Q PLANS PREPARED 8Y : P' '
~ RUNNEL ~ [d.F.PPER & 1G1FII.. LLP ~ ~ R? ' ' , W , t Jr r`r ( ;
o covAeuHlnp enpFnsers ,°
~~ ~ ''~ Marc ~~f 1 a ~~
ti eoo RI•ee~RA1q 0'IV• fyl.^ ]e0 `f1 Y':~: H~~NE ~Y~_ wrr ~. 1~ Y ~,It T~_~' ~-,~ ~ ,
O I •.~.~•4 .IOFR.M O.FIOL... 2,.0e-~,.~ J A. • F}~- .,
~, 5 _
a 0 1,,,,.,..,,., 4a~, 30 + 2
°o a FOR !~~ AI SE
0
DIVISION OF HIGHWAYS ~,`~~ ~e, E SHEET j J
.~eP`

v ;
b
L
b
8
Q
4
1
i
i
i
N
s
0
a
m
N
Q
m
M
P
0
a
i
wz
oa
00
N~
N
1~

~ ~
~; 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 219+00 220+00 221+00 222+00 223+00 224+

1
- ~ ~ ~ - - PRO1Ki 0.EFERENtE N0. SNffT NO.
s f ` ~ i _- R-44638 23
i
OADWAY ESIGN
i ~ ~ ~ ~ ~ ~ ~ i ~` '~ Ks 6036ph ~ ~ R ~ NroruHEe~
ENGINE
•
1 V Kcr =151 g' Q«!: ~A ~ "• ~,`~ .,Ca ~'ti.,''s
i s
'*' .i Lorin=200' .r?°:oFE551 .•Ny : ?r2a~'.EESSi . ti9,.
Qe q~'. Qe° a~ .
50 -t- PraCS-a.225+ 5U1 = ~ sEa~ sEa~
- - ~ - IJ ~ ~ 71179 ~ IAIRI
r
r
I
i
a
u
a
0
m~
°o
N~
N~
+00 239+00 240+00 241+00 242+00 242+00 243+00 244+00 245+00
~,~~ cr ---.._._.._.._........ .~-
24" RCP .._• (+) 0~~ ~
+00 247+00 248+00 249+
250 + 00

i~-
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 SO 60 70 BO 90 100 110 120 130 140 150
40
40
~_ -- _- 30
-- --- -~
- --------------------------------------------------------------
---- -------------------------------20
may' ~5.y3
20 ~~'" ~ 171 + 50.00 5s.n.~
40
40
~ -
30 a _ _ _ .a , ;~, ~ 1--~ -L_ ~p
-----
------ --------- ----
- --------------------------------- ---------------------------
26.90
2o s5.~~' 171 + 00.00 55.2626P
20
40
40
30 ~.~~ 9Wf~ ~.9sG ~~~~. - Q~fO
cP.7ca7 --- - s:. - - 30
------------------------------- ______
--- ------ ------
SSffi457 "' °/~ / /
20 170 + 50.00 5s.~ 20
40
40
30- ~, DWG ~--a2'" -- LPG
--
~- Gs z9~. ~~ sa 30
----------
26.68 - ------- ---------------
55.26b92 170 + 00.00 v 55.27J76
20 20
40
90
GP 29.87 - -- _ -- E. _ 30
-- I ----
26,88 -~,~,----------------
55.26564 169 + 50.00 5-~~J31
20 20
40
30
20 ss.zs~n
150 140 130 120 110 100 90 80
40
--- 30
GP. 29.77 'i ~'~
------------------------------26.71
169 + 00.00 55.~°~
20
-~ -
70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 14D 150

150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 BO 90 100 110 120 130 140 150
40
90
B~ 4~0
30 a:. 6:~ E~
~~
910
GP. 2 30
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -._ - - - - - - - - - - - - - - - 55
- - - - - - - 2~J~ - - - - - - - - - -'- - ~ , _ _ - - ~~~ i
~--~ ----- --------------
--------------
SS.Z619 '~ 55.25
20 174 + 50
00
. 20
40
40
~~ a~
30 ea Ea 6 ~
-

OP 2955 5~~ 30
- - - - - - - - - - - - - - - -
- - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - -
55.~~

- - - - - - - - - - - -
26.23

------------ -----
SS.26b5

----
20 174 + 00
00
. zo
40
40
a.~0
o
~
30 ~~
~., 6.

CP. 29<C 6r 30
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
a
--- ---
-----~-
55.25%5 SS2540/
20 173 + 50
00
. zo
40
40
4.~ V~
30 6:~ 6:~
s;
~P, ~~~ --- e.1 30
--------------- --------------- ----
-------------------------
--------------------

54
25

---------------------------- -----------
----

--------------

zo 55.25880
.
173 +U0
00
55.259!!
. zo
40
40
30 Q~~ 6d 6:1 ~~~
cngU - _
... - ~ S&aa 3~
aP. 29~
-----------------
----------------
25.46 ------------ ----------------------------
SS25J29
20 172 + 50.00 562545, 20
40
40
30 au~ - -
_ GaT., 30
-------- --------
--------------------
---------------------- ------------------
25.86 --------------------- --------------------------------
SS.26900
20 172 + 00.00 55.25. 20
-L
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 BO 90 100 110 120 130 140 150
40
40
30 4:. -- ~.P .2~6 -
4, 30
-------------------------- ----------------------------------------------------
-------------------- ---------------
-------
~' 25,94 --------------
20 55.2525
177 + 50.00 20
40
40
30 a.34,'
w. 3,31- 30
q~9
- - - - - - - - - - - - - - - - - - - - -
- - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
26,16 ------------------------ ------------
55.261, - -------------------
55.2579
20 177 + 00.00 20
40
40
0,~ 4
P~
E:/ 6:1 ,
30 - 4.e:,
30
--------------- ----------
------------------

55.26C6
------
- ------------
26
09

-------------

---
------------ ----------
20 ,
176 + 50
00 552592
. 20
40
40
0.~~ 0~fp
30 55oi 6.~/ 6J

oF. =02/ 5J:/
30
~~ s5zfi~o ----------------------
------
--------------------
------
25,S1 59.1,
20 176 + 00.00 20
40
40
~.~~ ~~
3Q 5383a -_ 6•r 6J

-- 5593.1

-------
---
- cP ~~~ 30
-- --
---
55.26J9 ~~
26J4
-------
--------------- -------------
-

- --------
SS.Z6JI
~0 175 + 50
00
. 20
40
40
~ s:; Ea 0~~
30 ~ ~ - - __ ___
~~18:/
~P 29.85 30
----------------------------- ---------------
---------------------
55.2599
20 25,32 552626
175 + 00.00 20
-L
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 p 10 20 30 40 50 60 70 80 90 100 110 120 13D 140 150

50 150 140 130 120 110 100 90
~ 40
BO 70 60 50 40 30 20 10 0 1D 20 30 40 50 60 70 BO 90 100 110 120 130 140 150
50
3 ~
~ 0
~
. ea 5:+ . ~
40
G.P. 7587
3./
30 ;
30
~~,~ 552679 26.1 2 SS1657
20 180 + 50.00 20
40 3 0,0~ s:. Ea V~fD ~ _ 40
?;I GP. 3AJ7
30 "' 30
------
--------------------------------------------------
5527J5 - --------------
~,,
26.87 - ----------
55.2686
20 180 + 00.00 20
40
3 6~_ _ . E:J E:~ 0~0 ~ 40
j:l G.P. 3687
30 ~.,
30
--,
~\\ ~i--- -------------55.2686------------------------
s526a~ - --
20 2461 20
U9 + 50.00
40 40
ou~lu 6:, E:~ o.~w ~-
G.F. J5.75 >.~/
30 30
---- 26.82 ~~~,- 55.~,j
20 =S.~M l79 + 00.00. 20
l 40
6d E.!
&~V
40 I
A;i v
30 OP :912 4~/
30
------------------ ---
----------------------------------------------- -
55.26J9 26,53 58.27,6
~ 20 178 + 50.00. 20 I
40
o,m~
E, E:~
a. _, -
GP. JSid
4.,
30
30
----------- -------------- -------
--------------------
------------------ ---------
---- ----------------
55267, 26,17 55.26.96
20 178 + 00.00 20
-L-
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

150 140 130 120 110 100 90 80 74 60 50 40 30 20 10 0 10 20 3D 40 50 60 70 BO 90 100 110 120 130 140 150
50
~ umu E, e. rw.a ~- 50

40 GP. ,sa3
xi
~'
t --
40
', WETLANG WETLAND, ''
30

-------------
---------
--
----------
---- 30

-----------
ss.z6a
-
-----_ _
____

__________ __

-----
____________~

-----------
----
--

-----
---
55.27.79

~
2Q 24,82
182 + 50.00 20
50
O.OlfO
Qd 6:1 ~
E___ 50

44
GP
73 WETLAND .
40 .
.
40
39
WETLAND
3.~
-...___~
30
30
-----------
sszs28 '--_
---------------
---------------
------
20
- - - -
---------~2 39
ss.2sar
20
182 +00.00
50
50

WETLANG
40 _ _ __~
G.P. ,~~ 90
3~7
3.i
30
30
------------- --------------

55.ffi18 ------------- ----------- ---------------
--------
26.75 _
---- _
"~~t
-` _

'

5
2193

20 _
__
-_--_-__.
.
--___--

181 +50.00 ____-____ _20
50
50
g 0.01 6:1 s:. O~O~U ~~
40
GP. 4e3
90
'' ~
30
'~ WETLAND 30
55.2692 ____________ ________.
_ _ . _ _ _ _
26J1 ________
--
20 181 +00.00 - --«„ ~
---~ -20
-L -
150 140 130 120 110 100 90 80 70 60 50 40 30 20 1D 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

i
150 140 130 120 110 100 90 80 70 60 SO 40 30 20 10 0 10 20 30 40 50 60 70 60 90 100 110 120 130 140 150
60
60

50
40
3y
50
40
30
30
------- ------ ------------------------------- -----------------
ss.z+.n ----------------------~ / --------- /n~Q ------------------
20 \ ~ 2`~.I / SS 2593
184 + 50.00 20
60
50
3
V.~~
~o:r
OP. SOb9
60
50
3J
40 3,
90
30
30
--------
-----------
55.2bJJ
----------------
- - - - - - - - - - - - - - - - - - -
----

- - - / - _ _ - - - - - - - _ -
~ i
27
10

-----------------
----

--------
-------------------------
~ ~
, 55.2676
20 184 + 00
00
. 20
3 ~l'0 601510
50 e:. e,i
50
cP, aecJ
40 3.~
J"
40
30
_ _ _
-
~' 30

-------
---------55.2db5-
--------------------------------------- -----------------
---
2T
50

^---
~. ---
--
~,

------------
-----------
. 55.990
20 183 + 50
00
. zo
50 3 6,01 Q~0
_ ea 6, ____- ~l 50
40 ~ ~
3, 40
30
-, 30
7 ~ -~ -----------------
2! 73 \ ~.. - SS.Zg15
55.26JI
20 183 + 00.00 z0
-L-
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
60
30
wm
z
~a
50 _
_ ~_
--`~ - F,
u
2° GP. 2'22 E ~
40 170 160 150
3:I

~~a 98!19 60
GP 57,u9
50
3.~
- 40
30
w m 30
z
_Z
~a
--------------- ------ -
~ ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 55.2597
--------------------- -
- ---------------------------- 20
20= N 23.76
186 + 00.00
60
50
40
4.00 60
VVifB .o:. E, s:.
CP. 55.4J
50
;:~
z~
40
30
< 30
_z
~o ____
----------
------------------- ------------------------
Q~ ------------------------------------- ss.zei,
~~~ 24.02 20
185 + 50.00
60
60
3 Q,YIN /O;I 6d 6:1 10:1 ~.'WQ
~_.
50 OP X3.14
50
~:/
40
40
30
30
---~~zs.nso ~~~
--------------------------------------------
20 24.57 --------------------------- 55.P,97--
185 + 00.00 20
to
-L-
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 13D 140 150
r0 ~

150 140 130 120 110 100 90 BO 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
VV11B ic:~ ici Q~l~
60
CP. 6l~ -
30 = w
_z
~°
x-
50 ~ ~ 3'
U 3y
_J./_- _____-_-. ~N
cP. z.~
~ 170 160 i
40
30Zz
~° Zz30
u~ ~o
aw .____.-_- ..-..---._ . ________________ - cwi~
--------------------------------------------'- -~T.,7T- ------------ -- ru
Lv.~V _-__'--___ __________-_ aw
___-__-____ E~
20
187 + 50.00 zo
60 ,c:~ isa u,~
_ E:~6J
aP. 5s.~
30
Z
_z
~o
50 2 ,
° ~ s:i
E~ {
GF. t_'A
20
40 170 160 150
40
30 z"
_Z ZZ30
~a
s- ~o
U~
HU ~~~____________________________________ OF
aW ____.__________________________~__~-_~__.~__~~-_.-_ _____-~_______--__-_ -
--__~_~_
fN _______~_~_~
20 ___-__ ~~,
187 +60.00
so
60 a V.~4
_ _ er 6:~ ~ 4~ _ m 30
Z
30 J °
z
~°
50 -
--- ~' ''
->~ - =a
20OP 2'30 f N
~ 170 160 150
G.P. Ab9
3y
~ ~ 5S.2Li
20
150 160 170
60
50
60
50
40 I
30
30=`
-= wm
~° z
_- _Z
w~ ~°
~-U 2-
aW -_-_______~_____________~--~~-_~ _-.~~-_~~~. UH
~____-__--~ _~___-___--_~_-~_~_-_ aW
20 24.00 ~ 20
186 + 50.00
ro
io
-L-
150 I40 130 120 110 100 90 BO 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

150 140 130 120 110 100 90 80 70 60 50 40 30 20 10
I 70
60
50
40
30
---~
5.29624 ~ ~
20
60
50
I 40
30
20 1
60
50
V.O~
0 10 20 30 40 50 60 70 60 90 100 110 120 130 140 150
OP. 6319
70
Z°
0 30 60
~-
U~
QW
J.1 f~ --.------SS2 -
20 50
150 160 170
40
a30
.---------------- u~
---------- ~5.5T------------------------------
----------------------
------------ aw
189 +00.00 ~~
20
3 Q~I~ ~ _ ~ Amm
30 w
z
z
~a
~-
U~
~u
-- __ aw
20
170 160 150
Z U 30 60
cr. ezea ~o
x-
u~
~U
Qw
~/ I Vi ------- SS 215
20 50
150 160 170
40
w~
X030
--------------------------------
-----------------~rJ~---------------------------------- ~~
----------------- aw
-------------- EN
188 + 50.00 20
3 I.~ ~ V~S4
_ L
-- w m
30 60
OP, 51>"a ~ a
3.1
50
40
40
30
a m
z
?~30
a
? ~a
~-
--------------------------------------------------------------------
Z- -------------------------------- ~~
~U -
- ~ U
Gw
20~~ 188~~~.00 ----- ~N
20
x-
u~
aw
20
150 160 170
-L-
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

t F
70
60
50
40
40
30
_ ---~ 30
---- ~__- 28.'5 ~------
-- ----------------------- 20
20 190 +50.00
150 140 130 120 110 100 90 80 70 60 50 40 30 20 1D 0 10 20 30 40 50 6D 70 80 90 100 110 120 130 140 150
70
60
50
70
D~
60
50
40
30
20 24.73
190+00.00
70
Q~j ~3
iC1
60
50
40
;.,
70
60
50
40
wm
?z30
~o
~N2o
70
60
50
40 I
30 ~ 030
__
__
_- - -
~'
20 ~~~--
189 + 50.00 20
-L-
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

0 5 10 PROD. REFERENCE N0. SHEET N0.
II[~~ R-44638 X-28
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 60 90 100 11D 120 130 140 150
70
60 30
WU
z
_Z
~o
55.2156 F U
50 20
170 160 150
50
40
30?
a
20
c.P. sz~s
s
40
30
w~
Z
-z
~o
--------- ------------------------------------
W ----- ------- ~J.2~
~a -----_,, -,,~---
~~~ 192 +00.00
70
3 a~9
_ ~a, ,ca
60 30
~m
- Z OP fi'_41
~O
-_-----.---- 2.
55.24.M al
~ U
50 20
170 160 150
40
30
wm
_Z
0
~~ ----
-----------,~~~J~-----------
<w
20~~ ~ ..
191 +50.00
~o
,. j _. __-.__
-- __ _ - '
,, ---~
_,
------ -
~5.3U---------------- ~- ----------
191 + 00.00
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10
L-
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

20
70
60
50
40
~__; 30
20
~o
70
60
50
40
30
60
50
40
30
20

150 140 130 120 110 100 90 80 70 60 50 40 30 20 10
60
30
Z
_Z
~o
S ~-
---- ------ u~
65.2577 a w
1 u,
0 5 10 PROD. REFERENCE N0. SHEET N0.
~fl[I' R-44638 X-29
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
OF. 60b1
z 30
~o
2-
U 1-
iuwi
---
.'i
3~
60
50 20 ~a aP. zan
20 50
170 160 150 150 160 170
40 40
30? z
° z
__ z30
u~ ~o
~U ---------
26,13 ------------- ~~
- ~N
20 193 + 50.00 --''~~ 20
60
50

EP. 6x51
3y
60
50
40
40
m
30?Z ww
° X030
Ur
FU UH
------------------ 27.02 ----------
aw ---------------------------------------------- -
~~ ------_ ---------------------------------aw
~ ~N
20 193 + 00.00 "'~~ 20
70
70
60 30 z
-Z
~o
~-
ti~
U
5 2418 ~ ~
50 20
170 160 150
3!
3
0,0~
om~
GP. 62.18
3
30 60
z°
-Z
~o
x- -----------
J.~ ~ u
~ " 20 50
\ 150 160 170
40 40
wa
30ZZ
_ 30
Ur wp
~ U Z
d W - - - - - - - - - - - - - - - - - _ Z
-~.-------~--_ ~~----------------------- I_
~ N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - _ _ - w O
- - - - - - - - - - - - - - - -
20 ~ ,~~~'' ~U
22.7~~ F "20
192 +50.00
to
io
-~-
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

150 140 130 120 110 100 90 BO 70 60 5D 40 30 20 10
3
~, SNEET I
X-3'
0 150
ss.zsee
60
50
~~
30 w w
Z
_Z
~a
x-
u~
__ aw
---___ -- f.n
20
ssz~360 160 150
LANv
8.~~
D 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
OP _'6.43
3.,
~ 90
30zw
0 30
~-
---------------
---------------- ------------------------ ------------------
20 24,30
195 + 00.00 20
60
50
~3 O.~i~ ~ .o:. ,~:~ ~ O~P~fO
5a 6a _
GP Sc.:Z
7J 7
60
50
60
50
40
40
3L~"
Z =z30
~o
~~
a w - - - - . _ . - . - - . - v
---.--^ _ ______________________ _---__- ru
Iin -------------------- _
20 C4.0~ ---- f
194 + 50.00
60
50
GP. 55.4E _
,.~
~/
20
60
50
40
40
30 z
0 30
_- wm
--------------------------
-------------~ ~o
~;~ --------------------------- -------- -z
------------
24.69
2° 194 + 00.00 ~ ~20
-~ -
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 60 90 100 110 120 130 140 150
SS.Z6N
~_---
ss.z6.5s
~_
55.2616
40 150

150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
50 50

90 ,~. «3 40
;:~
~~
30 30
-------------- ------
--------------------
----------------

- --
25,97

----------------------

--------------
--------
zo
199 + 00.00 20
50
50
4Q OP. 452'
4D
;.~
,.,
30
30
--------- ---------------------------
20 ------- 25,71 ------------------------
-----------

<<~.~.
198 + 50.00 20
50 0!~
E,; s:~ V~ ~ 50
90 ~ '~~j
40
3y

I 30
30
'
ii -----------
ss.zwz

----
31
25

-----------------
-----

----------------------------- -
---------
20 0 55.Z«

198 + 00.00 20

. 50 ~ ~ o~~
_--~------ ~, 6:~ _ o~oso
- -- -
50

40 z.i pr, 4E2:
;r 40
30
30
------- ----------------------
---
ss.zsse

z0

----

----
-------------

---------------------

------------------------------ ------
ss.zsm

197 + 50.00 20
i
-L-
150 140 130 120 110 100 90 BO 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

r i
Iw 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 0 5 10 PROI.REPERENCE N0. SHEE1 No.
rr n 1 R-44638 X-33
40 3 A~~Q
0
~ 100 110 120 130 14D 150 40
~~~ Ea ~ fi.
--- 37

30 CP. 352
30
-------------
---

55.238I
20
-----
-

---
_____
- -
21.86-`--

------------

------------- _ __ ----
------

----- ---------
- 55.2324
--- ---20-
201 + 50.00
ro
ro
40 ~ V~G ~~
ea ::. t: 40

30 GP 37.7.
,, 30
--------------------
------------------
BS2418

°
----------
-------- _

-

23
94

- - - - - - - - - - - -

- - - -

5.274 _

----

, 20
201 + 00.00
ro
ro
40
a~
40

30 '~~ CP. 3923
9s
30

20
~29J ------------------
24
30 ------------- -------------- ------------- --------------- ----

.
200 + 50.00 20
50
50
3 Q~
--~ sa Q~
- ~
40 - --
-

GP 4^7J 40
3(.
30
j/
30
------------------ ----------------------
SS.24J5 ------------------

- - - -
------
-----
25
05
-------------
--------- -

------ --------------

----
zo .
200 + 00.00 20
50
50
O.~f4
6a 5J B.PIfO c
40

f,P 422 40
~Y
30
30
---------------- ------------------------

24
4p
95 ------------------
-----
-------------
90
25
-------------
-------------
----------------

-- -----------

----
.
.
20 . 55.2498
199 + 50.00 ~ 20
-~-
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 SD 90 100 110 120 130 140 150

I Y
0 5 10 PROD. REFERENCE N0. SHEET N0.

150 140 130
120 110 100 90 ~~7~i R-44638 X-34
80 70 60 50 40 30 20 1D 0 1D 20 30 40 5D 60 70 80 90 100 110 120 130 140 150
40
40
30 ~~~
~~ 6:r 61 ~~
4~6`'' 4625? 30
----~------
----------------- LP 2582
---------

20
55.248q 08----
-25 --------
---------------
--------- --------------
------
• .
204 + 50.00 55.25.74 20
40
40

30 D~~~C
- ~., ea aP~V
a:~

ti,P, JJ.9?
,.,
30
20 55.2435 - - - - - - - -

24,11 - - - - - - - - - - - - -
- - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - -
- - -

204 + 00.00
55.2<2° 20
40
40
~~ om~
- 6, 6:~ o~~
30 ~
4:1
OP .'125 4:/ 30

2°

55.24A -----.

~------

-
- - -
-------_
- - - - - - - - - - - -
- - - - -
23
34 ------------
: 55.2417 2°
203 + 50.00

40
D.P~ Q~fO
6:r 6:r
30
aJ
9/

30
oP. 7221
----- -----------------
-
`
-`
----
Ss.u~z ' -- _ -----~---
21.23 --- 55.2,2 20
203 + 00.00
40
40
~~ u~mw E o
~o
:? E:~
- .
_
30
lJ
OP
7747 _
. ;,, 30

° ------
---55.2246 ---
---------------------------
---
-- ------------
23.63

---------------------- -----------

--------
--55.2455
------
-------
----

202 +50.00 20
40
- D~P~B ~ a~ 40
_ __ s.r E: ~
30

,,, LP. 341:
V ~
30

0 ----- 55.2765 -----.-
- - - - - - - - -

-------

__-
__- ----__-_--
-
----- --------
- - - - - - - - - - - - - -

S5
2J79 ---
21,96 . zo
202 + 00.00
~o
io
L
_
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10
0 10 20
30 40 50 60 70 BO 9D 100 110 120 130 140 150

, r
0 5 10 PROJ. REFERENCE N0. SHEET N0.
17 ~ 17 R-44638 K-35
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0
1D 20 30 40 50 60 70 60 90 100 110 120 130 140 150
I
40
40
i
30 4~~fG E Q~0 ~
~.ie:~ „ ~i 30
~,,

- OP. 224^i2

---- - - - -

-------------------------- - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
26.14
- - - - - - - - -
- - - - - - - - - - - - - - -
------

----------

------------

-----
20 9S,24J6! SS 26192
207 + 50.00 z0
40
40
30 GHQ Q~0
a~5a er E:~ 30
s:1

-
- -
- - - - - - - - - - GP. 2d.552
- - - - - - - - - -

- - - -
- - - - - - - - - -
- -
26,03
- - - - - - - - -
- - - - - - - - - - - - - - - -
-----

----------

------------

-----
-- ,.~.., „. 6525946
20
207 + 00.00
40
40
30 0•~
Q
~
6:~ 61 ,
Q~~y:r -- --- 30

OP. ZB7n 5a
- - - -
-------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
25
79 - - - - - -

--------------- ---

- - -

-------------

----
20 .
S S 9lxl
206 + 50.00 55.1557 20
40
40
30 ~ 0
~
`b~ - e.~ ea ~
--- 30

-----
-------------------------

cP
Z6Pn S.D3d
----- ---- ------
---------------- ,
------------------
25
36 ---------
------------------ --
- ---------- ------------- -----
L0 55.2524
,
206 + 00.00 5S25D1 20
90
40
30 ~`
1 pip
5.28a -- - - _ 6> 6: --- - 30
----- -------------------------
----- ---- CP
25D1 sz~i:1

zo
55.261!1
---
.
25
26
------------- _
----

.
205 + 50.00
55.ZSAJ 20
40
40
30 ~~
E4 E: 00~
~a~ --- ---- -- 30

20 ----------

552,& CP. 29J4

25.23
- - - - - - - -
- - - - - - - - - -
-------- ---
- - - - - - - - -
-
- - - - - - - - - - - - -
- - - - -

205 + 00.00 ss.z5n 20
-
150 140 130 120 110 100 90 80 70 60 50
40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

5G 150 14D 130 120 110 100 90 BO
70 60 50 40 30 20 10
40
30
55.,
20
50
40
30
ss.;
20
40
U ~ IV PRO1. REFERENCE N0. SHEEf N0.
l u a R-44638 X-41
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 50
40
21,34
226 + 00.00
30 !
-'--------------------------------------~0
~ 225+50.00 1~ omuo 40
<9~:, g8
--------------------------- --J--~--- 30
--- -----------------
SS29/i3 - - -
- - - - - - - - - - - a
-- --------------- Zm
28.27 ----------------
20 -----------------1---__
225 + 00.00 20
40
40

~
~ D.Q~

~,
30 _ ~- 9~
6.?E2:1
- ___
__ ---

~
_
_- d
-----------------------
------
------ ----
-------
---_----F. '.~-299

----------

-

0

28°96 ---
---------- _
-------------------
-- ---------------------------
55.29/37
20
224 + 50.00
5sza6>o
20
40
40
G~0 ~B
1~ 4.01
30 ~ ~ 5~6z:~ - >,
- - - - - - -
----------
-----
28,98
--------------
SS.Ddq
20 224 + 00.00 5s.~9~
20
40
40
O.~B V~4~

30 5:~
_~-- - ,.,
- - 6 zE~:~ _
- - -- ~-
-5~~
--------~ -
--------- :;191
ur'
03
29
7G
------------------------=
----
20 .
223 + 50.00 55.23D90
20
-
150 140 130 120 110 100 90 80 70 60 50
40 30 20 10 0 10 2D 30 40 50 60 70 BO 90 100 110 120 130 140 150
30 1
------------------------------------------------20 !
50
40
~.,rcoc~~. ,nA~

150 140 130 110 110 100 qp 80 I ~~~lL I It-446Sd I X-
70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
30
-----

-
20 ------

-------------
SS
40
30
20 ------- ----------- ss.z'
40
30
20 -------------u
10
40
30 ~
-------------- __
20 ss.z~..~ --
10
40
30
ss.
20
10
0~
228 + 00.00
227 + 50.00
.~=~
~f ~z>>9
227 + 00.00
30
?~69
20
40
30
Y------------------------------
s zsmo 20
40
226+50.00
150 140 130 120 110 100 90 g0 70 b0 _~
50 40 30 20 10 0 1D 7n an Ln
30

20
ID
40
a.a2:~ ` ~8
~~
30

~m
~~ __

20
10
40

2Q
°
i°_ 30
T~
¢~
~~
--------------- --20
------- --
10
~~ iv Vv V IVV IIV ILV IJV IYU IJV

v

150 140 130 120 110 100 90 80 70 60 50 40 30 20 10
I 40
40
30 . _ 9.OSOV 4~~E„ ~ O.~VB
~e~
--------- -----------------------------------
-------------------------------
-------- SS25d7 27 3
i ~------------- ss.9in
231 + 0.00 20
40
40
= 0~0~ 9z ~ 4~
30 ;, e~
4z`, 30

:I CF. JO a50

------- l - - - - - - - - - - - - - - - - - - - - - - - - - - -

--------
26
-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
74 ----------------
---------------
~--
----- -----------
u.~~ 5~9,~
20
231 +00.00
40
30 ~ ~~ V~V <.~ b;~a:~ ~.4~
_ _ aCg.
-------------------- 26.45 -------------------------------
----------- 559203
------------ ------
55.3087
2~
230+50.00
40
90
30 8~0~ >:~ bs.~s; ~~
_ _~_ ____
~a~a
_ 30
,.~
.` - OP. Sr,a1
~------------------------ - ----- ----"- 2.x.86 55.26%1
«nm zo
230 + ao.oo
40
40
30
~------------ -----------5:
40
30
20 ----------- --
----------
ss.
10
-~ - 229 + oo.ao
150 140 130 120 110 100 90 BO 70 60 50 40 30 20 10 0 10 20 30 do sn
30
X07
20
40
30
----
---------------
a~ ------------
20
R!1 ~n en .... .,... .... ..... .~.. ..,. ....
10
0 5 10 PROD. REFERENCE N0. SHEEf N0.
~ll~~ R-44638 X-43
0 10 20 30 40 50 60 70 BO 90 100 110 120 130 140 150

f+ ' 0 5 10 PRO1. REFERENCE N0. SHEET N0.
I1tlI R-44638 X-44
150 140 130 120 110 100 90 BO 70 60 50 40 30 20 10 0 1D 20 30 40 50 60 70 80 90 100 110 120 130 140 150
40 40

30 Q~1 s.~~.~ 0,~ 0,~ e:, ~.~I 30
~.i

be
s c.9I;/
i
~P
.,
aF. ,cm~

25.89

- -

- - - - - - - - - - - - - - - - - - - - - -

_
- - -

20
65.26283
234 + 50.00 95.28757
20

40 40

30 C~8 5.~5.,
~ B~ 5~~' O.aBb
4 ~~
30
~ ~ ,qg,,

- - - - - - - - - - -

- - - - - - - - - GP. 2931 OP. 2579

- - - - - - - - - - - - - - - - - - - -
-
- - - - - - - - - -
- -
- - - - -

'
- -
26
23 - - - -
- - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - -
- -
-
-

20 95.26.426 ,
234 + 00.00 95.29A'9
20
40 40

30
- s.ay, 1~ V.~ 6.a~:~
a.a,,
30
ea ~ dP
9
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
. 2
b7 OP. 29b5
26.69

--------------

---- ---

-----------------------

-----

20 ss.nssi
233 + 50.00 u.z6ice
20
40 40 i

~ 0,~

30

5:1
s.4, OD1 Vii EE9~
'
4.~6./ 30

'
- - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - DP 2952 CF. 295[
- - - - - - - - - - - - - - - - - - - - - -
7 7
21 0/l

- - -
- - -
-

- - - - - - - - - - - - -

- - - - - -

- - - - - - - - - - - - - - - - - - - - - -

- - - _
20 95.2E.887 233 + 00.00. 95.26.7,2 z°
40 40
i
4
0~

'
0.~0

30
~~_ . s.~4, e.es.
_ 9.a4.~ 30
---
z6sa
ss 27.29 -- ---- --- ----------------------- -----

20 .
232 +50.00 u.nn6
20
40 40
i 0~~

30
- ~_
574;r 6de _ ¢55„ 30
a~ _ CP. 29b2
--------------- - 27,39
55.26559 96.9140
20 232 + 00.00 20
-L-
150 140 130 120 110 100 90 80 70 60 50 40 3D 20 10 0 10 20 30 40 50 60 70 8D 90 1D0 110 120 130 140 150