HomeMy WebLinkAbout1996 96-UU-1 .pdf0
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ST, CROIX COUNTY
CONVENTIONAL SIGNS
COUNTY LINE
COMBUSTIBLE I IDS
(UNDER PRESSURE)
OAL%PI
CORPORATE LIMITS
f/f/f//f///'f!
UNDERGROUND UrlUTIES
PROPERTY LINE
-- GAS
—C—
LOT LINE
_�.. ELECTRIC
---E---
I.UMITED HIGHWAY EASEMENT
-- --- TELEPHONE
---I ---
EXISTING RIGHT OF WAY
------- SERVICE PEDESTAL
NEW RIGHT OF WAY
CABLE MARKER
REFERENCE LANE
POWER POKE
C�
SLOPE INTERCEPT .�-�"'--------
TELEPHONE POLE
ORIGINAL GROUND --------------
RAILROADS
F444-�l
MARSH OR ROCK PROFILE "-^-..,.�..-----.-..
MARSH
^^ y &` ■`
CULVERT IN PLACE
c� WOODED AREA
CULVERT RECUIRED
®+ STATION EQUATION
5tanav
EOUA110"
CULVERT REQUIRED (Pros,)
j ■
mP 3Hw&Y D EIP&RTMEN
PLRH OF PROPOSED IMPROVEMENT
■ ■ ■
PROJECT fN'Uh'®®UH��SER q
®VV®! �
R 20 W R 19 W 1 R 18 W
R 20 WR19 W I R18 W
LAYOUT
a 1W. 2u.
SCt[E
TOTAL NET LENGTH OF CENTERLINE C.T.H. UU —1326 ML
TOTAL NET LENGTH OF CENTERLINE JACOWS LANE 8 O.948 MI.
SHEET
SHEET o Ur Pra+
i
TITLE SHEET
2-d
^lP�GSECTION .�_ �
T-24
&
PLNt HForI C.i.H.UU
ZS-26
. ....®_
PRO U,
PAV & FltE. C.T.H. 4VTEI2SECTICN5
29-57
PLAN @PRO. JACp3'S LANE
S8-39
PLAN & PROFILE W7R3'S LANE INTERSECTpNS
SG-5T
CRtt^i^rSECT.Ots, caJL W
58-?q
CiROSi=SECPGNS, aZCVS LANE
G N RA NO S
THE LOCATIONS OF INSTALLATIONS NA
AS SHOWNCN7HEND PRPLANS ARE APPROXIMATE,
THERE MAY BE OTHER UTILITY INSTAU-ATICNS WITHIN
THE PROJECT AREA THAT ARE NOT SHOWN,
CONTRACTOR SHALT, NOTIFY UTILITIES AND HAVE
ALL UTIURES LOCATED PRIOR TO CONSTRUCTION,
CARVE DATA IS BASED 04 THE ARC DEFINITION,
NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT PRIOR
APPROVAL. OF THE ENGINEER,
THE EXACT LOCATION OF PRIVATE AND COMMERCIAL
ENTRANCES SHALL BE DETERMINED IN THE FIELD BY THE
ENGINEER, DRIVEWAYS SHALL BE RECONSTRUCTED WITH
SUCH MATERIAL AND To SUCH DIMENVOPIS AS TO MATCH
THE EXISTING AS DIRECTED BY THE ENGINEER.
SAWED} 0NTS WILL BE RECUIRED WERE NEW SURFACING
JO;NS EXISTING PAVEMENT AT SOE STREETS AND ENDS
OF PROJECT,
THE AREAS WITHIN THE RIGHT-OF-WAY, EXCLUSIVE OF THE
ROADBED, ARE TO BE FERTILIZED, MULCHED. EXCLUSIVE
0R SODDED
DIRECTED BY THE ENGNEER,
ALL CURB & GUTTER RADII ARE SHCWN TO FLAG OF CURB.
T AND
ARGE ELEVATIONS FOR DRAINAGE STRUCTURES
ARE APPROXIMATEANDAND SHALL BE DETERMINED By THE ENGINEER
W THE FIELD,
TEMPORARY EROSION CONTROLS . AS REWIRED, SHALL BE IN PLACE
PRIOR TO ANY GRUBBING OF TOPSOL STRIPPING OPERATIONS.
MAXIMUM DITCH CHECK SPACING SHALL NOT EXCEED 200 FEET FOR
DITCH SLOPES OF 2% OR GREATER,
CONTRACTOR SHALL. SALVAGE AND REPLACE TOPSOIL IN ALL
DISTURBED AREAS
CONTRACTOR SHALL. MAINTAIN TRAFFIC ACCESSIBILITY ALONG PROJECT,
SALVAGED MATERIALS TO BECOME COUNTY PROPERTY.
#26
#3` ±10- x_3,
_. �VAR.VAR�
" ASPHALTIC SURFACE
EXSTING 8" CONCRETE BASE COURSE
EXISTING AGGREGATE SHOULDER BASE COURSE
6+65 TO
t♦
t 't
#26'
#3' ..to, �. #To` #3.
.m. VAR. VAR P
`-- 6' ASPHALTIC SURFACE
`— EXISTING 8- CONCRETE BASE COURSE
EXISTING AGGREGATE SHOULDER BASE COURSE
SECTIONTYPICAL EXISTING
tt TO STA, 250+07.55)
NORTHERN STATES POWER CCMPANY
1201 UVNGSTONE ROAD
HUDSON, W2 54016
VCKT BREAULT; 715-386-4811
AMERITECH
304 SOUTH DEWEY STRE:.T
EAU (SAIRE. Wt 54701
CHUCK L✓ERE ENTZ; 715-839-5807
AT&T
310 N. DEWEY STREET
EAU CLAIRE, W9 54703
JERRY CHRISTENSE?d; 715-833-2054
N mil.
NORTH AMERICAN CCMMUNICATICNS
1034 C.T.H. ROAD E
NEW RICHMOND, Wt 54017
715-381-1733
E9R L QGAa
DIGGERS HOT UNE; i-800-242-8Ell
2 OF 70
ME
ORIGINAL
GROUND
q
24'
5,1' 4' 12---I
t 2 1 0'
—W-
12'-
—t4' t
.02
POINT REFERENCED To ON PROFILE
POINT REFERENCED TO ON CROSS SECTIONS
3* ASPHALATIC CONCRETE PAVEMENT
6' CRUSHED AGGREGATE BASE COURSE
RUBBUZE DaSnNG CONCRETE
TYPICAL FINISHM 4z�F(-.Tlr)M_Q.T.H. UU
(STA. 6+65 TO STA, 54+75)
6* CRUSHED AGGREGA-1,
BASE COURSE
ORIaNAL
GROUND
�i
—24'
12 —t
12'--6' 4°
--t— tXN
t t 1-- 2 1 0' t
.04 .02 .02 X2 .04
40
7 17
61 ORIGNAL
AX GROUND
15'
POINT REFERENCED TO ON PROFILE 12' CRUSHED AGGREGATE
POINT REFERENCED To ON CROSS SECTIONS EASE COURSE
3* ASPHALATIC CONCRETE PAVEMENT
G" CRUSHED AGGREGATE BASE COURSE
RUBSUZE EXISTING CONCRETE.
TYPICAL FINISHFD -';Fr.TinM
(STA54+75 TO STA. 97+78.18)
n
!=MEN
mrava
awminam
ammmm"Im
8MMMMI
Im
MMENIn
In ��
mmus
in
E
C061CREM CVP9 & OJP2FRAj•
H
NOZEASE 0 FROu RICHT
J
3'
mca TO am FIT naj)
COND[roNs
Tk"Ea 0.r.Ci (NOS
f
TO wrtm N x
B
JUNCTION SLOT
SOD ONLY
UIA11-A
JUNCTION SLOT
SEED ONLY
&.iLL—a
MCV- OF PAN ENT
00 �� OF rU SECTION
AT
PLAN MEW
ANCHOR SLOT
AT BEGINNING AND END OF EROSION MAT
UILIL-a
LAP JOINT
SEED AND SOO
UiAIL-Q
4
SEE DETAIL C
EXTEND MAT OVER TOP OF BANK
(MIN, OF 51
-4 r (zs cm)
TO
2- (5.1 CM)
DETAIL OF
TYPICAL STAPLE
6' (15.2 CM W!'L FOR LOOSE SOILS
12' (30.5 CM MIN FOR LOOSE SOILS
8' (20.3 CIA MIN WERE BOTH Soo AND
MATS ARE BEING USED)
CC PA4EllENT
.V Or Tripson
UNUM Sao AT
MCC OF PAW14ENT
SEC DETAIL D
Details Of cmstmctimmaterials and workmanship
not shown on this drawing shell 'Onfaran to the
pertinent requirements of the Standard Specifications
and the applicable Special Provisions,
Lop Joints shcJ not be Placed in the bell= of
V—shaped ditches.
Junction $1ole on adjacent strips of Matting shall be
staggered a minimum of 4 feet (7.219 rn) apart.
Edges of the Erosion Mat shall be impressed in the sat.
EROSION MAT OVER SEEDING
J`JnctiCh Of Archon Sots shell be at minimum intervals
of 50 feel.
3' MAX. jj 2 -0- MIN.
c
NYLON C6RD- IN GROUND
SEA,m I . SUPPORT
2
GEOTEX nLE FABRIC (!D NETTING
I
Road=
BACKFILL & COM
TRENCH WITH
EXCAVATED SOIL
W=
GEOTEX71LE
FABRIC OHL
SOIL
ATTACH THE FABRIC TO
THE POSTS WITH WRE
STAPLES OR WOODEN LATH
AND NAILS
WOOD OR STEEL POSTS.0
LENGTH 4'-0' MIN.
2'-0' MIN. DEPTH
IN GROUND
uft-499311 am
NOTE- ADDITIONAL POST DEPTH OR THE BACKS
pyl MAY BE REWIRED IN UNSTABLE SOILS
e�-Ze* 'PtALTERNATE 'A`
TIEBACK BETWEEN FENCE
POST AND AN aR
GENERAL NOTES
FELtjCE
DETAIL OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SHALL CONFORM
TO THE APPLICABLE SPECIAL PERMNENT RE PERVISIONNEMS. OFETS THE STANDARD SPECIFICAnONS AND
STRENGTH
A"
MAXIM
AND EFE'ECTIVENESS.F(MNTtNCCUPSI
CROSS BRACE VATH 2'.4' WOODEN FRAME OR EQUIVALENT AT TOP
OF POSTS AS DIRECTED BY THE ENGINEER,
SILT FENCE TIE BACK (DMINIMUM 14 GAGE WIRE REQUIRED, TO ,2PCFABRIC 3* OVER THE WEE AND
(WHEN REQUIRED BY THE ENGINEER) STAPLE OR PLACE WIFE RINGS - C.
ED EXCAVATE A TRENCH A MINIMUM OF 4- WIDE & 6- DEEP TO BURY
AND ANCHOR THE GEOTEXTILE FABRIC. TOLD MATERIAL TO FIT
TRENCH AND BACKFILL & COMPACT TRENCH WITH EXCAVATED SOIL
GEOTE)TTILE
CA SUPPORT FENCE SHALL
SPE 14 GAG MINIMUM WOVEN WRX WTH
)AWRMEAYJMVM MESH SPACING 6'� SEC& TOP OF GEOTEXTILE FABRIC
FABRIC—
TO TOP OF FENCE NTH STAPLES OR WIRE RINGS AT 12' C-C,
FLOW DIRECTION
5)CEOTEXTIL.E FABRIC SMALL BE REINFORCED WITH AN INDUSTRIAL
POLYPROPYLENE NETTING WITH A MAXIMUM MESH SPACING OF 3 4'
ORRIPWUAL A HEAVY DUTY NYLON TOP SUPPORT CORD OR EO&�AUENT
is RED.
EXCESS
FABRIC
@STEEL POSTS SHALL E STUDDED 'TEE' OF 'U' TY&
ANCHOR). A MINIMUM
OL R. FIN ANCHORS
TRENCH DETAIL
. WOW POSTS
rMs� UFWGE-NIMUMJI�L Of 4- DIA. OR 1-t&2*%3� W12* VCEPT WOOD
OTEXTI APRIC
�EJNFORCI I H
A MINIMUM SIZE OF 1 -1/ 8 OAK OR HICKORY. ING ALL BE
ALTERNATES A & 8 ARE EQUAL AND EITHER WAY BE USED.
FLOOD STAKES (2 PER SALE)
NOMINAL 2' x 2' . 30' MIN.
LENGTH OR EQUIVALENT
NOTE:
ALL DIMENSIONS
ARE APPROXIMATE
Am
PLAN NEW
IF REQUIRED TWO ROWS MAY BE
USED AM STAGGERED JOINTS
STAKES DRIVEN FLUSH WHEN
SUL CONDITIONS PERMIT
SLOPE VARIABLE
SLOPE VARIABLE
LAIN-41-vim
HEAVY RIPRAP
RIPRAP THICKNESS - 2'
L NOTE: PLACE RIPRAP ON TYPE HE
GEOTEXTILE FABRIC �j
4' TYR
2WIN.
TYPE FIR GEOTEXTILE
BEGIN 36' CURB STA. 8+34.L 24.0' LT., n- EL 88Z47
END 36' CURB STA. 8+73.05, 39.1' Lr., FL EL 88ZB4
RADIUS PT. STA. 8-+3401 8700* LT
A 9 .3-5 LT T
STA.
0
R R EXISTING
G C LZ
E U NST� 125 LF ' I 8�
MV _ a 9 1
NV W. - 879.14
nV _ a 6 r
STA. 9+15, 35,0' LT
EMOVE EXISTING CULVERT
INSTALL 125 LF, 18* POP
E. - 876 51
EX� R/W
CITO
BEGIN TAPER
— — — — — — — — — —
7+00
71
STA. 6+65
MATCH EXISTING I/
STA, 6+914, 12- RT \ U= STA.
BENCHMARKS
Ca
NDEMHQ
E&am
1310 12+ 1,11, 25.85- LT
343409-122 522278,911
t:7=77
878
SPECIAL 01-
874
77
7 -7�
870
A:
7-
A
-j- I
22'
um
mm
BEGIN 35' CURB STA. 9+67.8. 83.4' LT, FL EL
ENO 36' CURB STA. 10+87.6, 24,0' LT, FL El- a 879.86
RADIUS PT STA 9+87 59 57 00` LT
BEC711 'TAPER
STA., '9�+qo IT .STA. 10+ 87 4 22' LT
RAO, CONSTRUCT SLOPE INTERCEPT
_7 END TAPER
...........
STA, 11+37.
DITCH EXCAVATION REO*D
BEGIN 36' CURB STA. 9+17J, 24.0' FIT., FL EL - 88%56
END 36' CURB STA. 9+75L4, 80S RL. FL EL ® 877°24
RADIUS PT. STA. 9+17,43, 8ZOO' FIT
RESC
604 �NAIL
----------------------------
I
11+00
RAO, BEGIN 36' CURB 10+10.2, 61,7' RT„ FL EL ® 878.64
10+AB.2; 2CIT IIFC, ft-SL ..... nLn -
96—UUZI ....... 7 of 70
PLAN & PROFILE
0--
STk 9+88, 30.0' RT.
jPHALTIC
REMOVE EXISTING CULVERT
INSTALL 110 LF. 18' POP
:NV W ® 876.70
SCALE
NSTRUCT FLUMES
EX. R/W
INV E - 875,70
2 A-E*S PEWS
is'
A
..... . ..
894
886
F*SH6 PR
LE
+
878
... .... .
.... . ...
.... ..... .
$74
:A
870
t
INI
tL
862
mfW glo
'o
1.13715*qMT.; M
152
�5+464 994 12!t 7V LT
F: Ell&
SGd NAIL
!66oW!4NN,M!,JL
60d NAIL
L
6
875M
3
as A
7=-
Z,
f
... ...... ..
7--
'77 - -------
------
�7
- -- -------
R/W
L 96—UU �8 OF�70
LPLAN & PROFILE
15+00 a7+00
1 18+00
f
4—m
77=7
:J
----------------
FlhlSNEO PROFILE:
0
r
a
r
¢'
0
0.
®X
N
876
860
pY
VVQN'rAPER-
STA. 23+91.2. 18' LT
24+00
SLOPE INTERCEPTS
om
09
27+00
26+00 is'
SEPTIC VENT
28+00
96-U U-1 110 OF 70
PLAN�&, PROFILE
29+00
s
a
2
l
O
J
_�
I
6
2
Yh
pN
N
35+00
SLCPE INTERCEPTS
=Baum
890
NMI
M -R/W—
37+00
38+00
39+00
40+00
898
R�
874
40+00 41+00 42+00 R6 43+00 44+00
MM
684
AN
96-UU-1 113 of 701
PLAN & PROFILE
MRM
672 1
s
a
a
r
a
a
d
z
r
s
BEQN 36 CURB STA. 53+61Z 24V LT, EL - 911.07
STA, 54+87 LT PROJECT N
SHEET NO.
END 36' CURB STA, 53+94.7, 77,9' LIL, El 915.55
RAMS PT. STA, 53+692Z 57,00- LT
-'^CONSTRUCT
A 96-UU-1
15 of 70
Ti
EX R/W
�T—,—
'SD�- �A�4K�,5-8 -1
PLAN & PROFILE
SLOPE INTERCEPT
REMOVE EXISTING CULVERT
. ........ .....
INSTALL 130 L.F. OF la* POP
INV E - 910,48 RAD.
STA. 53+67, LT
INV w - 909AS
1 '.111, 1 ----
1-- "- -
EX R W
SEG;N TAPER
2 A.E,'S RED' CONSTRUCT 5' RAC.
D ASPHALTIC PLUM
- - - -
RED FL EL, 91381
I�' 6
STA. 52+760, 18' LT.
RIP RAP REO'D
_
-*G,CLIRS STA. 55+21,6, 240LT- M-
RAQWSztPE STA, 55+24 SS, ESOW LT�
14W L-1
4.
DITCH EXCAVATION REO'D
fXTCFf ExcAvAndN FEQ*D
Z
-- --- - --------
- ---- --- --
-, 13=03
51+00 152+00 1k
zz
53+00 54+00
-----------------------------
22
k 55+00 56+00
00
IS,
-------
- ----- 22.
—
- ----- 7u
II --
BEGIN TAPER
STA, 52+63.8, JS� RT:
STA. 53+25-32V RT� LZ
N�� ---------
. . . . ........
. .......... . ..
— — — — — — — — — — — — — — — — — —
SLOPE INTERCEPT
— — — — — — — — — — —
— — — — — — — -
— — — — — — — — ----
EX. R1W
STA. 54492, RT.
EX, CONCRETE FLUME
CONSTR. GRAVEL EX
BENCHMARKS
REMOVE EXISTING CMP
INSTALL 20 L.F. 18' CUP
2 A.E,'S RECID
SCALE:
0 10 20 40 so
BEGIN TAPER
STA. 59+88.4, 22' LT
END TAPER
STA, 60+54Z, 18' LT
STA, 60+55, LT,
CONSTR. BIT, P.E.
REMOVE BY, 18' cup
INSTALL 45 LF. 18' CUP
2 A-E*S REQ'O
P.E.
PRO-ECT NUMBER
�
16 of SHEET NO
0 96-UU-1 16 of 70
PLAN & PROFILE
STA, 61+91, LT
CONSTR. BET. P.E.
01yuu 62+00
+
— — — — — — — —
— — — — — — — — — — —
R/W
— — — — — — — —
- --- - --- -------- — — ----- ------ --
END TAPER
-
RA5. 7
STA. ... ....
BEGN 36 CURB STA, !V+54, _S% FIT, FL Er�;�_M8:70 — ---------
r
- 51 OPE INTERCEPTS
ENO 36- CURB STk 5gB9Z,7, 24.0' RT.,FL EL 919.10
STA. 58+60, FIT
B
PO
-N TRU T A HA n Uv
+
BENCHMARKS
:i
Z
BEGN 24* CURB & CUTTER
ST& 80+00,0, 215' LT
FL EL = 9I5A4
i T
j
STA 80+" LT
24' CURB FL EL - 915,66
- - - - - - - - - - -- -
79i0o e.
80+00
_~-~-._-.� ____~_-~___~__~--~~~— — —__~—~-~~—'~~~
REMOVE E)aSnNG 35 BOX CULVERT
SLOPE INTERCEPT
RIP RAP REQ'O
Sm85+mTO
nEUvVE 80 LT. (TOTAL) GUARDRAIL
PLAN & PROFILE
oconzrCURB a CUTTERr.-
STA, 92+34 96—UU-1 22 of
REMOVE EXISTING 60' CATU CROSSING
INSTALL 92 LT. OF 42* OAP
2 A.E,'S REQ'D L_��PLAN �&PRO�FILE�
14Y N 908.63
NV S 909,11
RIP RAP REO'D
SLOPE INTERCEPT
— — — — — — — — — — — — — — — — — — — —
EX. R/W
-Y",,,,� -N -y-y-,- -r - r -- ,
son
926
922
918
914
--7==
-7--7=
------
7-
910
906
d
7
-
----- ---
-7 7-
------------
—
y.
. ........ ...
. ........
o
go
R.
96-UU-1 -- 124 of 70
PLAN TP1
— —1 PROFILE �
an
a
4
d
3
l
P
a
oY
N
O
END CONSTRUCTION
STA 10+25
WATCH EXISnNG
0 1 -T� 9+\�� RO LANE ti+00
m
oj
96-UU-1 127 of 701
-- —�j PLAN & PROFILE
BEGM TAPER
STA 10+75.9 12' Rr
tw
-f7
EM TAPER
ETA 11+05.9 15"
0
SCALE:
10 zb to as
- - ----- ---- -- -----
77-
J
. ...... ... . . . ...
=777-77 .. ..... ...
3-
------------- ---- --
928
777---�
+--- ---- --- --
.. . ... ....... g",
920
::MATOI MSTING . . ... 916 F-7 7-7 -17
.. ........ ......
912 7=7
7
.. ...... ..... .... .. . . ... ..... ..... --77
----- - ----
- ----- - -------
7:77
7 908
-77,77-
904
END CONSTRUCTION
STA 10+25
WATCH EM5EING
10+00
101 TAPER-
11
LARSEN LANE
JJ
BEGIN TAPER
STA 12+431.
----------- ------ :-<
96-I1U-1 128 of 701
PLAN & PROFILE
END TAPER
ETA 12+73,1,1-2•—L—T
16,
SCALE;
0 10 20
40
80
932
:7
928
924
777—=
.-il. 71
7
—
77, 77
--WATCH
7
zmma-
=7
"-7 7
912
----
J
SOB
. .. ....
... ...
---
77- 7-7—
%
900
6'd
134-00
el
x00
0
SLOPE INTERCEPT
Gkj
STA.. 202+984 LT
CONSTR, GRAVEL P.E.
EX. R/W
202+0o
203+00 . ..... ..
LANE
2E4+009P
STA, 201+23,1, 17.0' RT., Fl. EL- 883.76 EX R/W
... ..........
1-7
-----
. ..
...
. .....
-7-
.....
... ...
--
------
k -mm
'o
QVI
I 96-UU ��29 o�F7o
LPLAN & PROFILE
STk 205,38. LT,
CONSTR. SM P.E.
REMOVE EX. 15' CP
INSTALL 24 LF IS- CAIP
2 A.E'S REO'D
IN=
STA, 205+11
REMOVE EXISTM CVLYRT
INSTALL 55 L.F. 0F16' CMP
2 A-E,'S REO'D
INV NW - 878.00
INV SE - 874.45
RIP RAP REQ'D
RW,2dRklr,NM
no
PR(K)ECT NUMBER SHEET
96-UU-1 30 OF
PLAN & PROFILE
STA. 207+09, LT.
---
CONSTR. CRAVa. P.E.
ry
:;� 208+0 0
2 09+00
JAC
---------
LANE
20
mw
% STA.'20438. RT.
CONSTR� GRAVEL PZ
" % BENCHMARKS
MONN �45.
Y-� *00
SCALD
a
EX, rx3'CULVERT su�E�mnnoEPr
a
PLAN & PROFILE I
=3
BEGIN 36' CURB STA, 224+31,Z 18.0' LT- FL EL 876.97
04D 36' CURB STA. 224+69.Z 55,6' LT_ FL EL = 879.61 o RADIUS PT, STA, 224+31A5, 56.0M LT
STA. 223+50, LT. STA 224+29 LT
CONSTR, BM P E i TR ALPHA 71 M 40 RAM
223+00 224+00 0 225+00
—BEGIN —TAPER
BENCHMARKS
, Z' 08, 78' LT BEGUN 35* CURB STA 225+014, 76.r LT- Fl, EL - 879.76
ISTRASPHALTIC FLUME END 36- CURB STA. 225+6L4, 18.0' LT,, Fl, EL - 88Z97
RADIUS Pr. STA- 2.25+6L38, 76.00' LT
PROP, R/W
60' RAO, BEGIN TAPER SLOPE INTERCEPT—
STA 225+71.4, 16' LT
END TAPER
Yj
208
224+85.77, 14.09'
4.126
60d NAtL
1 =m-pnz T
n
226+00
—F27+00
96-UU-1 1 33 OF 70
LAN & �PROFILE��
p
STA. 227+42, LT.
CONSTR. GRAVEL P E.
DL R/W STA. 227+40, RT.
CONSTR, GRAVEL F.E.
2ZS+00
STK, 230+26, LT. SLOPE INTERCEPT
=(�TR, BtT. P.E.
f.
230+00
SLOPE INTFRCEPT
I2071232+24.42,
IIXI' RT.
1 524992,936
L_!LNN_L�902
34395L517
231+00 232+00
......... . . .. ----------
EX� R/W
STA, 232+504 RT,C
CONSM em Pz
'J
goa
7—
OL
cd
904
77
+
7 _7
900
FINWMHED, P.ROFILF
L_
- StEV owxc Hp 900
z
ST 233+00 A
PM ELEV 90740
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