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COTTONWOOD ROAD AND HUFFINE LANE F 3
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VERTICAL: 1 INCH = 5 FEET
PROJECT LOCATION w w w W o
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LOCATION MAP
REDUCED PRINTS ARE ONE-HALF ORIGINAL SCALE
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RECORD DRAWINGS
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APPROVED i
NAME llil F UA TF
TD&I� HOMAS,ENGI DEAN&HOSKINS,INC. m m m
ENGINEERING CONSULTANTS
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QUALITY CHECK:
- DATE: 8106
JOB NO. B05-002(009)
FIELDBOOK
41 N THIS PROJECT HUFFINE LANE + U)
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THOMAS, DEAN & HOSKINS, INC. CL <
215 W. MENDENHALL, SUITE C-1 W
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BOZEMAN, MT 59715 Y' O Q O =
(406) 586-0277
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WGM GROUP, INC. - 0- o N H
3021 PALMER _ O
P.O. BOX 16027 3 ~ 0 m
MISSOULA, MT 59808 ,„ 'm O
(406) 728-4611
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CAD NO. R502MDT-01.DWG
SHEET 1 OF 10
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TABLE OF CONTENTS NOTES
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ROAD PLANS SHEET NO. CLEARING AND GRUBBING 3
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TITLE SHEET 1 CLEAR AND GRUB TO CONSTRUCTION LIMITS. INCLUDE THE COST OF CLEARING AND GRUBBING IN THE z
UNIT PRICE BID FOR UNCLASSIFIED EXCAVATION. 0 F.
TABLE OF CONTENTS 2 U of
NOTES 2 WETLANDS Z
Z a WETLANDS MAY EXIST BEYOND THE PROJECT LIMITS AND ANY ACTION AFFECTING SUCH WETLANDS IS THE
LINEAR & LEVEL DATA 2 RESPONSIBILITY OF THE CONTRACTOR.
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CENTERLINE COORDINATE TABLE 2 00
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TEMPORARY EROSION CONTROL AND SEDIMENT CONTROL wx �
TYPICAL SECTIONS 3-5 w
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IF SITUATIONS ARE OBSERVED DURING CONSTRUCTION THAT MAY POTENTIALLY IMPACT WATER QUALITY, p p p ifwo
INCLUDING WETLAND AREAS, UTILIZE BEST MANAGEMENT PRACTICES BMP AND/OR TEMPORARY EROSION CONTROL r� o
DETAILS 6-7 MEASURES AS NECESSARY TO PROTECT THE RESOURCE. ( ) uva�i�
PLAN AND PROFILE 8—1 Q REFER TO SECTION 208 OF THE MDT DETAILED DRAWINGS FOR EROSION AND SEDIMENT CONTROL BEST "pa�m
MANAGEMENT PRACTICES, 2005 ENGLISH EDITION. o p
INCLUDE THE COST OF TEMPORARY EROSION AND SEDIMENT CONTROL IN THE UNIT PRICE BID FOR IL IL I.—' yJ\
UNCLASSIFIED EXCAVATION, ap Qp p
SIGNING PLANS _y
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DETAILS S1 UTILITIES N A
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PLAN SHEETS S2-S3 CALL THE UTILITIES UNDERGROUND LOCATION CENTER (800) 424-555 OR OTHER NOTIFICATION SYSTEM
FOR THE MARKING AND LOCATION OF ALL LINES AND SERVICES BEFORE EXCAVATION. ALL CLEARANCES AND DRAWN BY: EB
DEPTHS PROVIDED FOR UTILITIES ARE FROM THE EXISTING GROUND LINE AND ARE APPROXIMATE. DESIGNED BY: KW,EB
QUALITY CHECK:
ELECTRICAL PLANS DATE: 5/06
JOB NO. B05-002(009)
FIELOBOOK
SUMMARY E1 RECORD DRAWINGS
DETAILS E2-E6 APPROVED
NAME TITLE DATE
PLAN SHEETS E7—E8 —____ c!)
,o THOMAS,DEAN&HOSKINS,INC. LV
ENGINEERING CONSULTANTS
CROSS SECTIONS -W_�»-�� M, o coQ
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COTTONWOOD (NORTH OF HUFFINE) 1 -6 W Es
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COTTONWOOD (SOUTH OF HUFFINE) 7-14 0 OIL C6
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CENTERLINE COORDINATE TABLE z LLJ
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COTTONWOOD ROAD (NORTH OF HUFFINE) 2 ~
LINEAR AND LEVEL DATA o N W
STATION 1+00 N: 7152.996 E: 31332.820 0
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STATION 12+00 N: 6053.021 E: 31325.450 0 m O
BEARING BASIS: THE WEST LINE OF C.O.S. NO. 24 AS N00°18'47"W z (�
COTTONWOOD ROAD (SOUTH OF HUFFINE O p
VERTICAL DATUM: CITY OF BOZEMAN )
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ION 1+00 N: 6053.024 E: 31325.000 O J
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a STATION 26+50 N: 3503.071 E: 31340.520 V m
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5 CAD NO. R502MOT-02.DWG
SHEET 2 OF 10
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TYPICAL SECTION NO. 1
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COTTONWOOD ROAD (NORTH OF HUFFINE) 2+32.11 TO 8+32.11 (TRANSITION TO TYP.2) 1o0
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RECORD DRAWINGS o A
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6N:IV k. VARIES VARIES NAME nnF - onTE
_ VARIES VARIES
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-- FINISH GRADE----- ----_' --- ?:c:•i wOf W It Wry m
ON PROFILE f THOMAS,DEAN&HOSKINS,INC. . .. 9 6
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ENGINEERING CONSULTANTS w w w <wz
EXISTING ASPHALT TD& RE�-GOZEY -NAL ELL 'A' p O
MATCH EXISTING r�ayy zoo
5'ASPHALT SURFACE eA STON no W 503
GEOTEXTILE COURSE (2 LIFTS)
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BASE COURSE (1-1/2" MINUS) o rri)
18• GRAVEL SUBBASE (6" MINUS) w w w
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DRAWN BY: EB
DESIGNED BY: KW,EB
QUALITY CHECK:
DATE: 8106
JOB NO. 605-002)009)
FIELDBOOK
TYPICAL SECTION NO. 2
COTTONWOOD ROAD (NORTH OF HUFFINE) 8+32.11 to 10+48.86
10+48.86(TRANSITION TO TYP. 3)
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2' SHOULDER;�_.............12'.DRNING.LANE 12' DRIVING LANE 12' DRIVING.LANE....._..`_.. 2• SHOULDER
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6H:1V VARIES VARIES VARIES LlJ V
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5" ASPHALT SURFACE ON PROFILE
COURSE (2 LIFTS) Z
6• CRUSHED GRAVEL MATCH EXISTING O
BASE COURSE (1-1/2' MINUS) GEOTEXTILE O
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EXISTING GROUND (�
CAD NO. R502MDT-03.DWG
SHEET 3 OF 10
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TYPICAL SECTION NO. 3
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COTTONWOOD ROAD (NORTH OF HUFFINE) 11+29.74 zox
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60'-0" RIGHT-OF-WAY 3 "� z w
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18- GRAVEL SUBBASE (6" MINUS) 0 p
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DRAWN BY: ES
DESIGNED BY: KWEB
QUALITY CHECK'
DATE: 8106
JOB NO. 8 0 5-0 0 210 091
FIELDBOOK
RECORD DRAWINGS
APPROVED
NAME TITLE DATE
TD, IN THOMAS,DEAN&HOSKS,INC.
ENGINEERING CONSULTANTS
CHEAT F/LS-wzE -NN15PD.L NOW"
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CAD NO. R502MDT-04.DWG
SHEET 4 OF 10
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TYPICAL SECTION NO. 4 °,sr%�A-
COTTONWOOD ROAD (SOUTH OF HUFFINE) 2+00 TO 4+50
22+50 TO 26+09.5110-0
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1' SHOULDER DRIVING,LANE 12' DRIVING LANE 12' DRIVING,LANE_. 8' EMERGENCY p
PARKING/BIKE LANE t- T/]
w 90'-0" TOTAL RIGHT-OF-WAY w 0
z _ 1 _ 60'-0- DEDICATED:R/W 3 U Q
r 30'-0" EASEMENT O
I - 4(FUTURE STREET) p `ti V
w 25'-0" 35'-0" z �•J
w _ I 13-6" 32 O"
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10'-6" 3'-0' 2'-O" 14'-0" - 14'-0" 2'-0 8'-0" 10'-0. p W Y
1'-0"
BOULEVARD SIDEWALK/TRAIL Oo A W
CONCRETE CURB & ZO Z
3.OX 9" GUTTER (CATCH) 9" V)w (�o
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ON PROFILE 16" GRAVEL SUBBASE (6" MINUS) Q Qp p p
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RECORD DRAWINGS m m m
APPROVED
DRAWN BY: EB
NAME Tin.E DATE DESIGNED BY: KW,EB
QUALITY CHECK:
:
TD&� THOMAS,DEAN&HO N INC.
ENCINEERiNG CONSULTANTS
JOB NO. 80"02(009)
DATE 8/06
FIELDBOOK
GREAT spo'MEus-B02FWW-KALISPELL MONTAM
Lcwsra0 IONW
TYPICAL SECTION NO. 5
COTTONWOOD ROAD (SOUTH OF HUFFINE) 4+50 TO 22+50
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1' SHOULDER 12' DRIVING LANE 12' DRIVING LANE 12' DRIVING LANE __ - 8' EMERGENCY C
PARKING/BIKE LANE W
w 90'-0" TOTAL RIGHT-OF-WAY -
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30'-0" EASEMENT - 60'-0- DEDICATED R/W Z Z
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w I 25'-0" 35'-0" ¢ Z
w 13'-6" TYP. 32 0" 0 V
0:10'-6" 2'-3" 2'-O" 14'-D" ' 14'-0" 2'-0 2 W B'-0" 10'-0" 1'-0" Q
i(TYP,) (TYP.) I BOULEVARD SIDEWALK/TRAIL O Z J
I I CONCRETE CURB & Q
9" GUTTER (CATCH)
VARIES VARIES ^ Lol.. - 9" 2.UX UJI _V
_ —� ---- 3.OX 1/4" PER FT
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MATCH EXISTING L TRAIL Z
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`EXISTING DITCH SURFACE COURSE / & GUTTER (SPILL) COURSE (2 LIFTS) `GEOTEXTILE COURSE (1-)�" MINUS)
EXISTING GROUND
J 6" CRUSHED GRAVEL 6" GRAVEL SUBBASE
FINISH GRADE BASE COURSE (1-1/2" MINUS) (6" MINUS) Q
ON PROFILE 18" GRAVEL SUBBASE (6" MINUS) (")
CAD NO. R502MOT-05.DWG
SHEET 5 OF 1 A
N T q,,,,
*�O EITH
NEW ASPHALT
HUFFIN&LANE
- _ NEW ASPHALT TRAIL EASEMENT LINE
EXISTING-42`£ P I I I zoo
INV IN (E) 4812.72 - -- I zz-
INSyALL-5d LF OF �� _ !NV OUT W) 48�12.18 N II I p I FUTURE CURB 02
1 ` RCP ® 0.509. \ I O I I AND GUTTER
FETS (LENGTH I -
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^TI01� R/W LINE II I i I O I � INSTALL 114 LF EACH OF 65"x40" w O F
CL III RCPA ® 0.41% W/ FETS >Z U
Z I I (LENGTH INCLUDES FETS) -w O
O INV IN (W)=4845.37 Df L�
v �AR&TDU E CURET/ ' POND 1 - _' H I INV OUT (E)=4844.90 w O r7r' O
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, i -FUTURE INLET 600 CUBIC FEET - - - - _ �- - - �z V
POND BOTTOM ELEV=4814.00 - - - �t' _ - -- - _-_ _ -- o
WATER SURFACE ELEV=4815.50
FARMER'S CANAL o W
SO INLET �l / / i _ I
STA 2+p 2 " Q j EXTENDED 4' TO WEST AND I zm� A Wy
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TBC 32.75" T �I I FUTURE PIPE MOVED 2' TO THE NORTH I i I p3 u ^r.I
TBC EL 4818. 5 I TO MATCH THE DITCH I U)o U
INV OUT (E) 4815.251 x I' I I I INSTALL 21 LF OF 15" PVC I I I ---`------ - -------- ---- j� v, ,'�m
O I !I OUTLET PIPE ® 1.00% NEW CURB w IT CC W
NEW CUfj;B �� I ' O I INV IN=4814.00 AND GUTTER I ' K U U U
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AND GUTT R i > i I I EDGE OF ASPHALT O LCM.� z
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I INSTALL OUTLET STRUCTURE I I Ip N
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R/W LINE-
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STORM DRAINAGE COLLECTION DETAIL 1 RECORD DRAWINGS DRAWN BY: EB
DESIGNED BY: KW,EB
6 APPROVED
QUALITY CHECK:
DATE: 8106
0 20' 40' 60' NAME TITLE DATE JOB NO. B05-002(009)
I I I 1 � �
S C A L E TDklo THOMAS,DEAN&HOSKINS,INC. FIELDBOOK
ENGINEERING CONSULTANTS
AT FALLS-BOZEMNI-ItW15PF11 MOMnH4
MASNINGION
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STA 11+18.4. 20 3' FIT _ i ULVERT WITH 34 LF OF NEW NEW CURB O i - CL III RCP ® 0.94% W/ FETS O Q >
AND GUTTER > i
NY OUT=4614.19 4" CSP ® 1.06% ? I (LENGTH INCLUDES FETS) Z J
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STA 14+34 y4' R7 �I I O
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STA 14+60, 29' LT G
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COTTONWOOD (NORTH OF HUFFINE) CULVERT DETAIL tl 3� COTTONWOOD SOUTH OF HUFFINE CULVERT DETAIL 4
6 6
CAD NO. 402MDT-06.DWG
SHEET 6 OF 10
RECORD DRAWINGS EITH
APPROVED
Q
NAMC TM DATE
'�,'r/ r4•`�.``��STA: 10+48.86
O OFFSET: 15.68 LT m
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0 NEW CURB TD&� ENGINEERING CONSULTANTS ti Z_Z�
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10.00 1.20 47.00 6.00
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0.00 0 1 STA: 10+94.14
QOFFSET: 17.86 LT 133'R Q U ^ [�
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U \STA: 10+87.73 w w C)STA: 11+29.74 OFFSET: 150.71 LT , f of Vi
3.00 18.00 4.20 I OFFSET: 24.51 LT N o O x z
Tractor Width:8.50 Trailer Track 8.50
Trailer Width :8.50 Steering Angle :26.10 STA: 11+33.75 U '� O
IN6-6�
(ft.) Tractor Track:8.50 Tractor/Trailer Angle:72.42 OFFSET: 23.79 LT Z
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EXISTING CURB AND \STA: 11+16.70 j a-
GUTTER (TYP.) ��R OFFSET: 70.80 LT
�• STA: 11+38.37 Np /W� Z
2' OFFSET: 50.04 LT Z Q W
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p ww �0_ Wmj
`Y STA: 11+58.37 HUFFINE LANE �U) U)�
OFFSET: 49.93 LT w w w 0 awz
• NEW 8" WHITE 0
• STA: 1+39.44 PLASTIC
WHEEL PATH :SHY DIS ANCE
n n x Mtn
OFFSET: 6260 RT
(TO') .,.r. :' TYP.) ''.. =,. FG=4818.92 o N
STA: 1 1+52.81
F OFFSET:.36.20 LT - - - - E
STA: 1+54.56
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- - - - - - EXISTING EDGE OF /�
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OFFSET. 40.75 RT
ASPHALT (TYP.) FG=4818.45 Q Q Q
STA: 1+41.43
OFFSET: 53.93 RT
HUFFINE LANE HUFFINE LANE J /j/ w( /�
STA: 1+50.44 ` F�1
-- - -- -- OFFSET:54818.97 \� gyp• /
.............................................. ...................................... // > m m
NEW 2 ".60"
_ - - - - - .--.,..._-_..�.�........._..........._.._.._..._..._.._..._ / /j � RUNCATED DOME NEW 8" WHITE DRAWN BY: EB
STA 1+57 69 / I PANEL (TYP.) PLASTIC DESIGNED BY: KW,EB
SHY DISTANCE \ Y j///
( ) . OFFSETG54818.65 /� \
/ QUALITY CHECK:
WFIEEL.PliT>:L DATE: 8106
-- (TYP.) �// JOB NO.
B05-002(OD9)
- - STA: 1+81.69 LOB
i EXISTING R/W i/ { OFFSET: 32.75 RT
STA: 1+39.44 STA: 1+39.07 STA: 1+85.01 //I FL=4817.96
EXISTING EDGE OFFSET: 62.60 RT OFFSET: 50.70 LT LINE (TYP.) I
OFFSET:5 OF ASPHALT (TYP.)� STA- 1+59.44 ` - G4818.75
- _ - -
OFFSET: 62.62 RT 2
\', = S• STA: 1+72.64 - -- - - - �
STA: 1+44.61 \ 1 /OFFSET: 48.93 LT _ � �,
7� � -
OFFSET: 49.20 RT F / �// T // /��7 j/ /// /�A a
STA 1+6 4 /ji///ij///� /� Q Cn
OFF ET: 75 LT _ t/�-/11 - i/z /z� �I // Q -J
NEW EDG§§ OF / STA: 2+04.21 Z Q
STA: 1+81.69 ASPHALT (iYP.) I // OFFSET: 32.75 RT Z w
OFFSET: 82.75_dL I I / //) FL=4817.80 O
1 69 STA: 1+95.02 / w
STA: 1+81. I EXI+ING/ W OFFSET: 481 RT
OFFSET: 32.75 7T EDGfF OF PHALT FG= 818.68 (�/// p > U
O a
I II STA: 2t01.4 I / Z
OFFSET) 12. LT Z W
N I II I I I NEW ASPHALT j ~ cw
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O SIDEWALK/TRAIL INTERSECTION DETAIL 2 vw
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TRAIL (TYPJ) I I I O z
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INTERSECTION GEOMETRIC DETAIL (-f'�
0 20' 40' 00' 7
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S C A L E
CAD NO. R502MDT-06.DWG
SHEET 7 OF 10
Ir *' EITH~U � �Frs'�C 9,
A EXISTING azo
a. STA 11+29.74, 24.5' LT ASI 1H kLT
Q END NEW SPILL ,_ 'Z zz_o
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1- SEE C.O.B. STD. EXI NG ASPHALT w 3
STA 2+32.11, 3.7' LT j DRAWING N0. 02528-1 II I Q
BEGIN REMOVAL OF EXISTING Q' 'p r
CURB AND GUTTER, 0_ INSTALL VALLEY GUTTER I W af z z
BEGIN NEW SPILL REMOVE EXISTING ' SEE C.O.B. STD. I 0 a ^ F'
CURB AND GUTTER CONCRETE APPROACH DRAWING N0. 02529-1 p — ----- Q F- (/] „j
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r COTTONWOOD ROAD d Q' - ° - - oo a w
- - -- - - Y
--T T Eli--T -----1 -----T ----- I — .- — - - 1 — I — T U... 1-- ° S -� - 1 a �a� zm 0 - - - - w(r Ir a W I
Q STA 8+32.11 Q STA 10+12.11 0 jr O O U
Q STA 2+32.11 p REMOVE EXISTING I LU I Tn Tn Tn
O END WIDTH REDUCTION BEGIN WIDTH REDUCTION Of END TURNBAY TAPER DELINEATOR POSTS z w w w O
TAPER (NORTHBOUND) TAPER (NORTHBOUND); O_ (SORTHBOUND) Q I 0 o o I,�y jo
mQO_ BEGIN TURNBAY TAPER d
0_ (SOUTHBOUND) Q STA 11+33.04, 3.2' LT fl1) I W 13 p 1�_'
NOTES W END REMOVAL OF EXISTING zCURB AND GUTTER ,� ' OQ1. THE ALIGNMENT IS APPROXIMATELY 1' OFF Q U_ m
OF EXISTING EDGE OF ASPHALT; SAWCUT > I = I I
EXISTING ASPHALT ALONG THIS MATCHLINE. Of I I \ H H w 'V_
0_ 2. SEE CROSS-SECTIONS FOR TOP BACK OF I o o O
0 50' 100' 150' CURB GRADES NOT SHOWN.
I I I I I 1 1 3. SEE CROSS-SECTION FOR MATCHLINE � I e I m p
S C A L E GRADES. ( o f •� w N
m CO m
u DRAWN BY: EB
DESIGNED BY: KW,EB
RECORDDRAWINGS QUALITY CHECK:
DATE: 8106
APPROVED PVI STA = 8+34.07 JOB NO. BOS-002(009(
PVI ELEV = 4810.86 FIELDBOOK
NAME TIII.I DATE A.D. = 2.05 N
K = 97.48 r`
TDBC THOMAS,DEAN&HOSKINS,INC. PA STA = 5+00 200.00' VC + a
ENGINEERING CONSULTANTS PVI ELEV = 4808.82
T fNl6-e0z[ww-nulsreu WASWXT°M A.D. _ -0.51 om II B
lOuaO K 291.68 o a rn m r w
a
150.00' VC II w
4820 N 4820 W
N O O O O U ej U NW 1 VJ z
n `° V + m H a� F- LL
G uri v> ro A 00 11 r a a - z LL
06
10 N n II VI W LL
m m - LLB
11 II j U - > LL
II < m m
_ - -- w
QL 4810 Ix z = .J
w (L .- FINISHED GRADE
(BACK O CURB) (L ~ LL,
0
_-_- - FINISHED GRADE z 0 w
(AUGNME ) Q 0 z a
EXISTING GROUND O z z
(ALIGNM T) O Q
4800 4800 o N Q
Om
00 a
z
0 z
5 I-- O
EXISTING 5RUND 0
ALI GNME
a 790 50 - 4790 L) 0
N O r M '• OR N N OR M lD O N m N r N !U 01 r mil U
Nl Y iri b 1` O 00 ao O� O O O O cV Y) ul f0 1� m OI
a a a� 00 e� a a m m� m m °Id d a a 00i
2+00 3+00 4+00 5+00 6+00 7+00 R100 9+00 10+00 11+00 12+00
COTTONWOOD ROAD (NORTH OF HUFFINE)
CAD NO. R502MDT-08.DWG
SHEET 8 OF 10
*± EITH '
W
z REMOVE EXISTING
Q APPROACH Z Jf '6��'•�•�'
W
z REMOVE EXISTING MAILBOX
LL MATCH EXISTING FUTURE CURB $zo
0-1
LL ASPHALT EASEMENT LINE AND GUTTER (TYP.) 0 50� 100� 150� z a6a
REMOVE EXISTING I I I I "� zz�
y, EXISTING UNDERGROUND TELEPHONE
= 1 FENCE AS NECESSARY STA 8+19.92 LINE AND ASSOCIATED PEDESTALS S C A L E ICI ��
O BEGIN TURNBAY TAPER \ TO BE RELOCATED BY UTILITY COMPANY
REMOVE EXISTING 3
5 -- - �— - RTHBOUND) COTTONWOOD ROAD z F
I APPROACH ( -
'0. --- - --- NO------ 1_ -.. o- -- a—vim 2 wZ
-- ------- --- - - - v1 z z /� Q
q - --- - ------ --- wa O I� F
IL
I - -
---------------- -
1 -- F �t
- -
ow
00
----- -- — ---- -
z
w ---- - T -0- TO.
- - - - -- �o� � C
-- — — --- --- -- - - - - - --T -- --
- 0 �J
_ _ _
� a N
~ amaa I _ - - - ' ' - - s - - - - z - -^' REMOVE EXISTING ?F W x
-SLK'6+-03.92 o�I END TURNBAY TAPER APPROACH AND CULVERT w0 cwl A w I
(NORTHBOUND) zf-w 0 z
NEW 24"z60" W RIGHT-OF-WAY LINE OQ 0 U (/�
- STA 8+96.00 w1-o w O N
TRUNCATED DOME N a w o
I BEGIN WIDTH REDUCTION w z m
�1{ REM EXISTING TREES PANELS (TYP.) Q TAPER (SOUTHBOUND) �``' af U U U
�- II +
11 I STA + 1.69, 32. $ RTI I NOTES Q U w w c w
BEGI N CATCH I• w w w O �wz
I CURB ND UTTER 1. THE ALIGNMENT IS 9" OFF OF THE FUTURE CL
SEE C. .B. D. I I BACK OF CURB; SAWCUT EXISTING ASPHALT _J O O �.y maw
I DRAWING N0. 25 -1 I I I I ALONG THE EXISTING CENTERLINE (MATCHLINE). M N
UNJ
_ O V N
2. SEE CROSS-SECTIONS FOR TOP BACK OF N o
J �1 CURB GRADES NOT SHOWN. -
3. SEE CROSS-SECTIONS FOR MATCHLINE a ¢Q
GRADES. o 0 0
rNING� wwrn A APPRO D
NAME TITI E DA Ill co m
4850 - - -- -- -- - - -
4850
TD&� THOMAS,DEAN&HOSKINS:INC. DRAWN BY: EB
ENGINEERING CONSIfLTANTS DESIGNED BY: KW.EB
GREAT fats-BOZEMMI-K.WSVELL NoufuU QUALITY CHECK:
H �hAsni PVI STA = 11+97.95 DATE: elO6
PVI ELEV 4830.27 JOB NO. B0 5-00 2(00 9)
FIELDBOOK
K = 164.40
180.0 , VC
PVI STA = 7+45.88
4840 -- - - PVI ELEV 4824.11
4840
A.D. = 0.46 m
PVI STA = 4+7 .80 K = 3117.86 1°vfOi m m n
LOW INT ELEV = 4818.79 PVI ELEV = 482 .63 1B0.00� VC °'cmv mm N
LOWINT STA = 1+94.21 .D. = -0.3 o m o m
PTSTA = 2+ 0.21 K = 461.08 a +N rn W W
PV L = 48 8.44 - ---- a0 0 00 II la (n Z
180.00, VC CD Ii w
A.D. 1.8
K = 96.5 LL
m + N II I W � Z
180.00' V mn a! m 4X c
4830 - --- o m N - 4830
1
ro a + w - W LL
N O °1 N N W > 1 - - >
g n n m - -- -- -- ---------- - 0 Z 2 J
`^ '" -- - Ii
6 Li � Z O
m ---- ----- - O
mflNISHED GRADE Q N n.
482( 1 _ ALIGNME j cy7:
FINISHED GRADE O z Z
(BACK 0 CURB) Q Q
EXISTING GROUND
(ALIGN, T) O O
+ O 00 O a
Z
4810 O
aalo Z
0GP(y 5 0 O
EXISTING G UND FINISHED RADE U ~
ALIGNME 0
4-
C4N°i m°fig ') N 50 °_- m LO 't O O
v
! q W?
u , v� 0 0 19,
< D N H0 0 MOm 0 'mm MCOT a� �� a� � � �T $ 3 T & T
1+00 2+00 3+DO 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00
COTTONWOOD ROAD (SOUTH OF HUFFINE)
CAD NO. R502MDT-09.DWG
SHEET 9 OF Q
I Ot1Tgq�`'
22+75 TO 25+05 °t1+,-'"-.—
ASPHALT PROBLEM EAST LANE EITH t '
FUTURE CURB REMOVED AND REPLACED
AND GUTTER (TYP.) ALL MATERIAL 18" PTTRUN,
EASEMENT LINE 6' CRUSHED BASE, 5"ASPHALT
STA 16+16.00 INSTALL VALLEY GUTTER STA 24+34.41 I o�'�J'�""• @G`o`�``
END WIDTH REDUCTION REMOVE EXISTING
TAPER (SO COTTONWOOD ROAD SEE C.O.B. STD. BEGIN WIDTH REDUCTION 11,
SIGNS
( ) DRAWWG N0. 02529-1 TAPER (SOUTHBOUND) MATCH EXISTING azo
- i ASPHALT
--dc T--r---- E e --e----- e ---rt e r- —e - —$ - t �—� F rt-- �- oz
STA 26+09.51 �N
- -- _ - �6e(}- ____ - --- __END WIDTH REDUCTION_ „ 3t
_ - -- -- TAR(SOUTHBOUND) C/1 VJ
La fn
----- - --- - --r - -T -- ----- ----- -- �CL (/1rF.1
rA
Y - - - W W YY��yy Y�
_ - - - -- �6- - - _- - - - - - - - - - - - - - - - - b - ---_ - / Ld0w WI �.
-� N REMOVE EXISTING a U C
o m / SIGNS 0 '� V
o�f1STING UNDERGROUND TELEPHONE w REMOVE EXISTING BRIDGE / W O
E AND ASSOCIATED PEDESTALS NEW 24"z6O" / / 40 U 3
$) F LOCATED BY UTILITY COMPANY z a
O Y.�Z TRUNCATED DOME STA 26+09.51, 32.75' RT i / Z Q
RIGHT-OF-WAY LINE PANELS (TYP.) Q CURB AND G END NEW C ATCH UTTER / 4" GRAY PVC FOR Z F o W W
} SEE C.O.B. STD. / TELEPHONE Nzp o z A W I
Z O DRAWING NO. 02528-1 TELLS Z-w p Z
L) I"y W
0 50' 100' 150' En a Ir V o
� IIII � Q Zm
PVI STA = 25+90.48 W o o U w J
SCALE PVI ELEV = 4851.11 w w w <wzz
NOTES A.D. = -0.96 O O O 0�y 4T
1. THE ALIGNMENT IS 9' OFF OF THE FUTURE K = 187.17 ^^o W MD
RECORD DRAWINGS PVI STA = 24846.46 pp E..1 �a
BACK OF CURB; SAWCUT EXISTING ASPHALT 180.00' VC oN-�
PVI ELEV = a846.45 M n N
ALONG THE EXISTING CENTERLINE (MATCHLINE). p N N
A.D. = 0.68
APPROVED 2. SEE CROSS-SECTIONS FOR TOP BACK OF K = 264.47
CURB GRADES NOT SHOWN. 180.00 VC W W W
'I!(F`•r���Yl%y�
NAME 71TLE DE AT
3. SEE CROSS-SECTIONS FOR MATCHLINE PVI STA = 21+15 + O O o
GRADES. PVI ELEV = 4842.09
m
THOMAS,DEAN&HOSKINS,INC. A.D. = -0.59 mo am N w
TD& ENGINEERING CONSULTANTS - K = 302.67 m m v
%uS-e ZEE -MJSPeu ,w owffAm - -- _ T '�` W w w
0 LPWi510N �plpp - N
N W
1.42%_ (a co co
Na DRAWN BY: EB
4B50 - _- -_ -_— - __ - -
PVI ST = 14+63. wm > 2.3$ 4850 DESIGNED BY: KW,EB
10 0 N n N. < m QUALITY CHECK:
PVI EL = 4831. + n +o o N�w - DATE: 6)06
co
K 189.75 O W SS JOB NO. 805-002(009)
m m II II w d� FIELDBOOK
+ n < m
m m --
-
-'- EXISTING GROUND
n II II - (AL.IGNM T)
n o a a
4840 1n
4640
+ > C
rl ,t rn w a fi _ --- -- _-_- _
o FINISHED GRADE W
w ---_---- - (BACK 0 CURB) (n z
Z LL.
- LL) 0
4830-- - 4830 LLB LL
FINISHED GRADE ! 0 W
(ALIGNME T) 0
a Q _I
--- ::) O
_ z
� o O �
z C� (n d
o Q 0
4620 3 4820 Q Z
3 W Z
m 0 a
z 0 1 0
4810 Z
4810 0
5 0 ~
EXISTING GROUND1 FINISHED BADE U 0
ALIGNMENT (ALIGNMENTV
_ 50
OD
rnrn ma0 1410 '?a �l't O1 4rn mm m� Ai_
^. << Nm °'� °°m ^n nr� m� o� ap �o crn
17 M� M1„7 M111 "I M1.Mj vl v�j enM Mn MIM ^1r•) M La'7 hM < _ VnM <a ^an atD oo a�� °� � � � �°° � s �� �� as �a �a �a �� �� Tp e.
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00
COTTONWOOD ROAD (SOUTH OF HUFFINE) CAD NO. R502MDT-10.DW0
SHEET 1 Q OF 10
"oO T.4
? KEITH E. `;
WARING -
g yl N0.15161PE �
%41
I IIII
I IIII i azo
U �0o
Ll
Q _ _ RECORD DRAWINGS 'N
IIII I I APPROVED
IIII i� O i NAME TITLE DATE O
I II E,
IIII THOMAS,DEAN&HOSKINS,INC.
Z T TDBcIo ENGINEERING CONSULTANTS w Q
IIII I 0 GREAT E "S- E" _"'S°�' WASH LEWWM
IIII I 0 T
� " 04 O I � U
IIIII I z �J
3 za
IIIII G—E -- °E -- ' E] o W ��
T - I _ _ __-, _-_ __T T ---_ o0
t T ——_ ——T — T _ __T —————T ——— — —__ ._ _ N
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T -----r --'c G —c 1111 G --- ° -r - -r - --- LUCCr ccrDfi
- 7 ----T --- - -
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=T =- - -S-s = r=s -�Tl- _ - �==T==cTv==rlll - _ --T - -- T C ---T -----T ----- -T -- - -T ---T - --- 0 00 0 �wz
-- - T ---- T ---
IIII `Iri I o
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i
O I o00
C
I I V)
I m m m
} N m n•
HUFFINE LANE /� I HUFFINE LANE DRAWN EB
DESIGNED
BY: KW,EB
I QUALITY CHECK:
£ -' DATE: 5/07
JOB NO. B05-002(009)
I FIELDBOOK
I
- - -_ _ — J
!N - !M— FN FN FN iM- Q
W - V V V— �A 0
V/
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I- T _ W
T
I I G
w -v _ V V O Q F�
IT I j Z 0
FN I � Z Q
co
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fI I IIS I i O Q
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I O I O N
I II "i I ii I O m LLj
O
a I I I I O I ii I
I II1 I O i1i I Z Z
I i4 I Z i11 F- O
1 I II I I I I L 1 0 20' 40' 60' O U
A "I F I I I I I 1 I
O i i s c A L E U LLI
N
c I I I w
I �I W
IL i i Z
i
CAD NO. R502MDT-11.DWG
SHEET 11 OF
EITH ~~ _
1 I ;mac
BACK OF CURB
azo
U F��
--------- -- _
z =_-
/ EDGE OF ASPHALT O
FACE OF CURB-
( V)
20 8 8 8 �AS NOTED ON PLANS _O �7y
6'-0" 6'-0" 6'-0"
C
0 _ xo
WHITE PLASTIC SYMBOL o � V
� CENTER IN LANE
AS NOTED ON PLANS Q z a\\ 0`WHITE PLASTIC SYMBOL �� o W J
WY
p A W I
4" WHITE EPDXY CENTER IN LANE Z p Z a
WHITE PLASTIC SYMBOL Q AS NOTED ON PLANS OU (�
WHITE PLASTIC WORD tow CJ o
> zm
w af 0�Q�
w� Lo U)
0 0 0 Iwo
x 3.
s wow
N
TYPCIAL WORDS & SYMBOL MARKINGS DETAIL 2 "
H �N
RETROREFLECTIVE BICYCLE LANE MARKERS DETAIL 1 "
NO SCALE S 1 m
0
NO SCALE C�1 J
J w w w
000
U
N
mmm
DRAWN BY: EB
DESIGNERECORD DRAWINGS QUALITY CHECK:
KW,EB
QUALITY CHECK:
APPROVED DATE: 8106
JOB NO. B05-002(009)
NAME TITLE DATE FIELDBOOK
THOMAS,DEAN&HOSKINS,INC.
TDBC� ENGINEERING CONSULTANTS
GREAT FALLS-802EMAN-1041SYEIL mow_
24" WHITE AS NOTED ON PLANS SSPPOr ANE w�imro
EDGE OF ASPHALT
4" DOUBLE YELLOW EPDXY
Oi
/ w o
m
T24" YELLOW EPDXY W Z
SPACING AS NOTED ON PLANS O Q Y
_ > z
8" WHITE AS NOTED ON PLANS c < Q
4" DOUBLE YELLOW EPDXY „o Z G O FC
Z
W
OZ
w
o " a
Om a
3: o
MEDIAN PAVEMENT MARKING DETAIL 4 z z
TYPCIAL PEDESTRIAN CROSSING PAVEMENT MARKINGS DETAIL 3 No ALL
a
S 1 S o z
NO SCALE S 1
O Z
CAD NO. R502MDT-s1.DWG
SHEET Sl OF S3
I
Z Q
O o ADDED NEW WHITE
It EPDXY WORDS AND r`2�
0 50' 100' 150' 0 I I SYMBOLS
I I I Q STAV 0+48.86, 18.68' LT
S C A L E W ® RESET R2-1(35)
USE AS IS f"'
EXISTING 4" i STA 10+12.11, ilia' LT V Zoo
DOUBLE YELLOW STA 7+96.23, 0.46' LT I I P.I. 4" DOUBLE YELLOW LA I I I 0=
P.C. 4" DOUBLE YELLOW D_ \
F
- ' STA 8+64.45, ilia' LT \ ,
1490 +00 � 4+00 P.C. 4" DOUBLE YELLOW n
5+00 5+00 7+00 12+00 W
_ _ I W N
I - 14.Or _ __ _-_ 14.0' G � � In V) O
--140
W�v
II 2 \ f° ------ --- - — STA 04 C
8+64.78, 8.65' RT --- - -- -- — q o' s
OU o COTTONWOOD ROAD P.C. 4' DOUBLE YELLOW -_ tj
In r IVIY�
W V
Of NEW AS IS NEW 24' YELLOW EPDXY Q w tt
a- R2-1(35) O 30' AND 25� SPACING O g1 I � � �
0_ W W y
(L STA 28.25'11, I �
Q d 28.25' Ri I e I w z A W
UJ STA 2+32.11, 10.82' RT STA 7+96.34, 10.82' RT d NEW R3-8C ' Zz Z
F P.C. 4" DOUBLE YELLOW Q i ►r
Q BEGIN 2 NEW 4" W STA 10+32.11, 12.00' RT �U Z 0
> DOUBLE YELLOW EPDXY In
Q BEGIN NEW 8' WHITE EPDXY wIYW Er
d STA 2+32.11 TO 1 1+36.11 W I I OL U U U w W.
OBLITERATE EXISTING 4" z
DOUBLE YELLOW STRIPING 0_ i g D O 0 O �Zp
SEE INTERSECTION DETAIL BELOW I LL ( �o
u-
I �o
I www
I 000
i I ADDED NEW WHf EPDXY I l
WORDS AND SYMBOL I REMOVE c LL w w
RESET I NEW R3-SL I D-3
(OH) z
w OHD-3 I I i USE AS IS I m x m m m
z I I I OHD-3
COTTONWOOD DRAWN BY: EB
\ I STA 1+62.00, 11.75' LT RECORD DRAWINGS
[,NLY I BEGIN NEW 4" WHITE EPDXY DESIGNED BY: Kw,EB
ouALm CHECK,
\ I I APPROVED DATE: 8"
i STA 1+62.00. 0.25' RT
� BEGIN NEW B" WHITE EPDXY
JOB NO. B05-002(009)
NEW R3-5L \ U I N 8" HITE I NAME TITLE DATE FIELDBOOK
NEW 24" WH
(}) I NEW R3-5L r THOMAS,DEAN&HOSKMS,INC.
\ EPOK-\I XY i (OH) Z
J \ D& XINEERINCCONSULTANTS
Z \ �Y
O I - -9ozew9-wr.SPuL wsw°NiNc own
1+61.00, 12.25' RT 1EWSTON Iwo
I \ L _ _ N_um 4"--DOUBL€4I&4,LQY4-E4aDXY-
STA 11+37.11," D 1.OUB 18'
END NEW 4 lE \ NEW 24' WHITE
f I LLI
YELLOW EPOKA' / PLASTIC NEW WHITE PLASTIC
�y-ryy
I NEW B" WHITE M WORDS & SYMBOLS Z
Iy\ PLASTIC _ _ -- LL (n
12+00
NOTES I IZ ? Z 1. ALL DIMENSIONS ARE FROM THE
NOTE: OBLITERATE ALL EXISTING I FACE OF CURB OR EDGE OF PAVEMENT. = Y
WHITE 2RIPING IN INTERSECTION_
�— 2. ALL NEW STRIPING LABELED AS EPDXY WILL
1 --- BE EPDXY. Q
- -�- 3. ALL NEW STRIPING LABELED AS PLASTIC W Z
WILL BE INLAID HOT-EXTRUDED HYDROCARBON d Q
1+00 I 2+00 THERMOPLASTIC. f- w Z
—--—- --—--— - - PNEW 8'LASTIC WHITE lB Q z Z 2
NEW WHITE PLASTIC I \ Q
W
WORDS & SYMBOLS ,
Z 0 >
STA--- 3'END-iNEWB"WI�ITE 8 P0� 1 ' \\ M \M RDSH&SYMBOLS - - — Q W a a
NEW 24• WHITE I - r _ - - - - 0
N
PLASTIC Q STA NEW 1+9 0, 36.0' RT - O m O
! R3-n
\ \ R7-9 m jr' Z
I Z
RE SETNEW 8" WHITE I I = \ 01, \ STA 1+81.73, 24.25' RT O Z Z
&ASTC 24"I WHITE \ BEGIN NLIM 4" WHITE EPDXY O
EPDXY I � Sf 1+�0 0, 0 �
(
72. ' RT x STA 1+78.00, 39.75' RT F (n
USE AS i5 i )R3-SL IPon RE Mt 12, RESET D70-1A U
OHD-3 M6 1 I I m O
n OOOMN011OO ADI NEW WHITE U
EP07 WORDS AND 3 5 I I
SYMBOLS
I I
II I Z
0 20' 40' 60'
I I I
INTERSECTION DETAIL S C A L E
CAD NO. R502MDT-s2
SHEET S2 OF S3.DWG
* EITH
L
m
SEE INTERSECTION DETAIL ON SHEET S2
i STA 5+83.92, 0.25' RT
END NEW 8" WHITE EPDXY
STA 9+41.92, 23.49' RT a z o
STA 9+47.93, 0.25' RT O V �
P.C. 4" DOUBLE YELLOW BEGIN NEW 4"YELLOW EPDXY m 0
o=
EASEMENT LINE NEW WHITE PLASTIC N
STA 9+48.02. 11.38' RT NEW 24" YELLOW EPDXY Z>_
zz
STA 9+41.92, 24.25' RT O 30' AND 25' SPACING
WORDS & SYMBOLS P.C. 4" DOUBLE YELLOW Z � ,
STA 5+B3.92, 20.25' LT BEGIN NEW 4"WHITE EPDXY F-+
to
p J z W O
1100 - — - _ --- w ' «�
V1
J on inz
12.0' 0 R 9� 7 cL z
psi �WK �w
STA 6'+V3-=225 -STA COTTONWOOD ROAD ca
La Iw
NEW WHITE PLASTIC Si w z v A W
P.I. 4" DOUBLE YELLOW P.C. 4" DOUBLE YELLOW W m ZO O w (�
WORDS & SYMBOLS J y
STA 8+13.54, 12.58' RT Om~o
STA 3+74.00, 35.75' RT P,C. 4" DOUBLE YELLOW J STA 9+55.00, 36.00' RT t ¢ w
RIGHT-OF-WAY LINE �w t-o (;"✓o
RESET R2-1(55) NEW R3-17, R7-9 ��1n< Z m
STA 8+19.92, 24.25' RT O 1 ZU U U W I
�^m END NEW 4" WHITE EPDXY a m m O o w 0�,�.I &z
zp
STA 1+62.00 OBLITERATETO 13+50.EXISTING 4" Q o n n W fob
ff
DOUBLE YELLOW STRIPINGFp^m�t\n
1�
NOTES 0 50' 100' 150' w w
I I I I I I I
1. ALL DIMENSIONS ARE FROM THE SCALE Qo p o
FACE OF CURB OR EDGE OF PAVEMENT.
2. ALL NEW STRIPING LABELED AS EPDXY WILL
BE EPDXY. W W J
at
3. ALL NEW STRIPING LABELED AS PLASTIC
WILL BE INLAID HOT-EXTRUDED HYDROCARBON } }y
THERMOPLASTIC. m m m
DRAWN BY: EB
DESIGNED BY: KW,EB
OUALRY CHECK:
DATE: 8106
JOB NO. 80"02(009)
FIELDBOOK
STA 24+34.31, 11.75' LT
Z P.I. 4" SINGLE WHITE
STA 26+09.51, 2.5' LT W
STA 24+34.41, 0.25' RT END NEW 4" DOUBLE Z
0 50' 100' 150' P.I. 4" DOUBLE YELLOW YELLOW EPDXY
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NEW W4-7 STA 22+69.42. 24.25' RT 0 24" WHITE EPDXY O 30' ANGLE Z
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1. ALL DIMENSIONS ARE FROM THE /\ 2 0
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ROW N mo r` ^ CATCHPOINi ELEVATION
o ROW00 m
6: ------- - - - - -- - m 1 _.- --i CUT FILL U
4820 _--� - _ - -- - - - - -- ----- _ _ - -- -- 4820 110 8
4816 ---- EXISTING GROUND
4816
-40 -20 0 20 40 60 80
0 5' 10, 15,
COTTONWOOD ROAD (SOUTH OF HUFFINE)
S C A L E CAD NO.R502MDT-xs8.DWG
SHEET 8 OF 14
EITH
azo
q 7R-
MATCH ELEVATION (TYP.) n I 0+50 TOP BACK OF CURB Z O08
—
ROW _ _ o o, ELEVATION (TYP.) CATCHPOINT ELEVATION (TYP.) �_
7 aND--1.48 N CUT FILL 3
4828 _ _ 1O - -- 828 62 6
- '- 7
O
EXISTING GROUND 1- con .a
4824 4824 w 0 �.;)
cr
xo-40 -20 0 20 40 60 80 „y U
0 S/
z �J
Q N
-010+00
W w�
Awl
�x Z
4828 ROW `"-3.55 tO ROW m 4828 �O ..Uzi
CUT FILL m¢ Vo
-- ---- 58 11 Ell no.,----
co cn co
4824 4824 w p
A o
-40 -20 0 20 40 60 80
M
O
M 9+50 000
4828
ROW tO `" ROW 4828
4.33 N N CUT FILL U
o
�- 6: N 56 14 In
�------- -- ---- ------ - ------ ---------- --------
4824 \ - `� --- -- ---- 4824 m m m Ll
--- DRAWN BY: EB
DESIGNED BY: KW,EB
4820 4820 QUALITY CHECK:
-40 -20 0 20 40 60 80
DATE: 8106
JOB NO. B05-002(009)
FIELDBOOK
9+00
n
4828 ROW -.o- ^ ROW
m-2.99 N 4828 CUT FILL
m 53 16
4824 � -------- --
4824
4820 4820 uJ
-40 -20 0 20 40 60 80 m
w
8+50 w z z
o IL O
Row W- _ ROW o cc _
_ ----'-- 00 'r CUT FILL G Z
4824 --�` --------- -- ---- 4824 11 55 12 Q 0 V
\ � Q W
O Z fn
0 a
4820 4820 Q W
-ao -20 0 20 40 so eo 0
o IN
0m U
N 8+00 Z
ROW _ ROW 0
1.96 N N
M
----- EEEEILL
—�� 6:1 N
�
4824 5
4824 O
- --'1 ,, - - --t'--
\ /, 8 72
-
4620 40 ECbRD- RAW I N G S 0 - 20 _ 40 60 _. 804820
APPROVED
NAME TITLE DAtl
TD& THOMAS,DEAN&HOSKINS,INC. COTTONWOOD ROAD (SOUTH OF HUFFINE)
ENGINEERING CONSULTANTS 0 5 10'
=kLs-90ZEWM-KkMELL u)",m,
WASWAVON0.>Alro S C A L E CADNO.R502MDT-zs9.DWG
SHEET 9 OF 14
i
*` EITH
1 3+rj 0 TOP BACK OF CURB
ROW MATCH ELEVATION n ELEVATION (TYP.) CATCHPOINT ELEVATION (TYP.) V` zoo
ROW 4832 Zoe
4832 - CUT FILL Z z-
- 49 31
/� - -- -- -
\\ .0 � -- ----- --_____ 4626 Z
482E ' EXISTING GROUND V)
o
-40 -20 0 20 40 60 6o a
0 z
13+00
4832 ROW -2.70 - - - ,� ROW - 4832 CUT
m FILL o QiN
------- n 46 39 W W
_ �--- ---- m
o A z Z
---- ------ ----------
W�I
----- _p
4828 Cn
4828 -- W V N
w zm w of
-40 --—J -20 0 20 40 60 80 ly() �L) W
U)U)In
w w w O �wz
12+50
0
4832 ROW W ROW 4832 CUT FILL w w w
0.76X 0 1 54 27 0 0 0
6:1 N
4828 --- -------- 4828 cJ
In
w
4824 - 4824 m m m l '
-40 _40 0 20 40 60 80
DRAWN BY: EB
DESIGNED BY: KW,EB
QUALITY CHECK:
DATE: 8106
12+00
JOB NO. 805-002(009)
FIELDBOOK
4832 ROW - _ o ROW In m 4832 CUT FILL
—0.79 N 60 9
4626
4828
4824
4824
—40 —20 0 20 40 60 60 �
Z
Lu
1 1 +50 w
ROW _ ROW o
-----a --6:1 N 56 8OD CUT L O Q U)
4828 --� ` - ---- ----- ---- 4828 Z Z
----- d Q O
Z L
r
4824 \\ 4824 a IU
Z U)
-40 -20 0 20 40 60 80 Q (n
Q W
V
1 1+00 m
N
ROW
ROW N CUT FIFL
N
-1.05 dp N 59 10 O
4828 - � 4828
\ ------ -- ------ - - ----- -- --------- ---------- H
t
\ i' ---- ---- 4824
4824 \
-40 -20 D 20 40 RE CO Rb DRAWINGS 80
APPROVED
COTTONWOOD ROAD (SOUTH OF HUFFINE) NAME TITLE DATE
— — 0 5' 1 U' s'
TD&>f� THOMAS,DEAN&HOSKINS,INC. I I I I I I
ENGINEERING CONSULTANTS S C A L E CAD NO.R502MDT-xs10.DWG
sv�oiiuE`s-aozeuw-,uusveu w SHEET 10 OF 14
EITH
1 1P ee°-
lw
16+5 0 TOP BACK OF CURB i
4836 ROW MATCH ELEVATION m ELEVATION (TYP.) ROW CATCHPOINT ELEVATION (TYP.) oZo<
— -
-0.79 4836 CUT FILL H 2N
---�
--- ----- - .0 34 92 G3
Y s:, N
z H
4832 ` -- -- �------�___ � 4832 Z
EXISTING GROUND ----- --------- -- °D - F
--� ----- OF
w
4828 - - 4828
-40 -20 0 20 40 60 80 0 O
� � U
3 Z C7 w
1 6+00 o W W
ROW -1.32% n ROW �� Q W i
��-- ------ CUT FILL Z0 r^ r�nz„�II,, E
4832 ^ \ N 4832 47 82 OW of yN
- n
� o
��-- — _
www tw
4828 -- ----- - - --- 4828 0 0 0 �10
1
-40 -20 0 20 40 60 80
o �o�
M
OD
O
15+50
¢ aa
ROW g ROW 0 0 O
-- ------
CUT FlLI.
------- 48 60 O
--- 0
4832 4832 0-- - -- 6:1 m 1n
i M
4828 ---
4828
DRAWN BY: EB
DESIGNED BY. KW,EB
-40 -20 D 20 40 60 80
QUALITY CHECK:
DATE: &D6
JOB NO. B05-002(009)
FIELDBOOK
15+00
ROW a ROW
-3.69 M CUT FILL
4832 -- -- -- -- \ 4832 43 70
rn
cl
- -- ------
4828 4828
40 -20 0 20 40 60 -----—- 80 (n
Z
W
14+50 Lij
4832 a0w --- --_--- -2.957L ROW 4832 CUT FILL 0 Z Z
�� Y 23 103 d O
-- --- 4828 Z
—_ Q 0 V
W
-40 -20 0 20 40 60 80 O Z (n
Ly < cl)
Cl w
14+00 N O °m U
4832 ROW
aow
—__--- -----_ 4832
v — CUT FILL Z
a 41 61
--
4828 � �� --_-- -- -- _ LL
'--_-__--- N r
------ ------- 4828 �
-40 -20 0 20 40 60 80 V
RECORD DRAWINGS
APPROVED
NAMF TITIF DATE
COTTONWOOD ROAD (SOUTH OF HUFFINE) TD& THOMAS,DEAN&HOSKINS,INC. o s ,o ,5
ENGINEERING CONSULTANTS I I I 1
GREAT Spo�i�5-eozsuw-N,wsroeu A*al
IEWSTON gNlp S C A L E CAD NO.R502MDT-xs11.DWG
SHEET 11 OF 14
i
p p1 T
EITH
19+50 TOP BACK OF CURB p m
ELEVATION (TYP.) CATCHPOINT ELEVATION (TYP.)
MATCH ELEVATION (TYP.) a ROW - - 4840 ,PJf` y
4840 ROW _ - -- „T CUT FILL - ZONq
OD
6, 41 49
OD <Zo
-- 4836 ZZo
4836 _ - ---J�� I� 0
EXISTING GROUND ___ - a
/
4832 Fi
4832
0
-40 -20 O - 20 40 60 80 P: �.1
ot O
K W z
� o
� U
19+00 Z
za
ROW 4840
4840 ROW - -- - ----- ^ CUT FlLL p
0.239 L. 39 69 W W Y
w�
r --- - 6:1 n Ov
m _ - - ----- 4836 6)w C:)o
4836 _ - _------- Ir
'/ - - -------- - wit d'X S� wmj
/ 4832 p w p Q z
4832 -- -- - no xy �oN
3
—40 -ZO 0 20 40 60 80 M o
0
18+50 coo
�e ROW c.�
ROW -- ,� CUT FlLL o
--- ------- ------
< 27 77
i 4836 4836
_ � -- ------ -- --------- m m m
4832 DRAWN BY: EB
4832
/ DESIGNED BY: Kw,EB
QUALITY CHECK:
-40 -20 0 20 40 60 80 DOB NO. B05-00210 96
FIELDBOOK
18+00
0
ROW - ROW CUT FILL
----- 1.2 X '� �• 4836 29 71
/ -- 6: rMi
4836 \
"� -- --
--
_ - -- - - 4832
4832 \ / Z
-40 -20 0 20 40 60 80 G
W
17+50 N ca¢ p
4836 ROW -------- -3.50% n ROW m 4836 CUT FILL C Z
r
--� � m ---- ` a 32 74 Q cn
--
� / - ---- ----- - 4832
4832 a/ cn
-40 -20 0 20 40 60 80 LU O
0m U
17+00 Z
O
ui
4836 ROW - ROW 4836 CUT FILL
4832
4832 -------- -------
-
- --
o APPROVED 4828
4828 -- - -- ---- -
_40 -20 0 20 40 60 80
F
NAME TITLE DATE
s � THOMAS,DEAN&HOSKINS,INC. COTTONWOOD ROAD (SOUTH OF HUFFINE) o s' lo' 15'&
ENGINEERING CONSULTANT'S
y�AT FALLS-WZEW -MUSPEl1 AgMAfN I I I I I
= SPOIUNE SCALE CAD NO.R502MDT-Ks122WC
s
SHEET 12 OF 14
ry
I
TOP BACK OF CURB T
"gyp l`1_A,�;'••
22+50 a ELEVATION (TYP.) * � ~
a CATCHPOINT ELEVATION (TYP.) EITH
MATCH ELEVATION (TYP.) ROW
127X a - ;w
4844 ^
ROW 4844 CUT FILL
34 70 �fJ' 0\?•
i
4
----- --------- ---------
4840 -- EXISTING GROUND -
-- 4840 azo
.�� U boo
z Z=-
0-4 o_
4836 40 -20 0 --- _-- 20 40 60 804836
Z it d
O hi�11 E'i
22+00
4844 ROW - -_ ___ - ROW N _ 4844 o W Z
wy 0
m cur FILL `S/ U
----------N (.�/-— 6:1 a 28 55 Z V J
4840 - - -- - - - - 4840 ir N
- - coo A
00
4836 ✓ ---- - - ----- I - -- - 4836 U)w V N
-40 -20 0 20 40 60 80
rr 0
frwww Wn
O co C)
g
21 +50 o H
4844 ROW -_ m ROW 4844 CUT FILL M m
-0.7 % a0 28 56°i
_ www
4840 i -- - 4840c'
\ - - o
4836 -- -
4836 m m In
-40 -20 0 20 40 60 80
DRAWN BY: EB
DESIGNED BY: KW,EB
QUALITY CHECK:
DATE: 8106
21 +00 JOB NO. B05-002(009)
FIELDBOOK
ROW -4.99% a ROW
---
- CUT FILL
n 6:1 n 29 59
4840 - ------- 4840
--
i a --—----
i
i�
4836 -- 4836
-40 -20 0 20 40 60 80 U)
Z
W
20+50 w
ROW ROW - - - >
-2.3 N CUT FILL O Q
------ ---- m o
4840 / - 6: n 34 40 Z Z
4840
4836 Q � V
4836 - Lu
O Q v W < (n
4832 Q W O
4832 40 -20 0 20 40 60 80
0m U
RECORD DRAWINGS 20+00 w o
4840 ROW APPROVED - ---2.57% -- _ n ROW 4840 CUT FILL ~6:1 -- --------- O
_y - m _ _ -- 39 41
NAME IITLC � DATE - — —--- ----
4836 THOMAS,DEAN&HOSKINS,INC. — 4836
r�
-- yD ENGINEERING CONSULTANTS -- - -
fN15-BDZE4V!-KAllSPELL
l SION
4832 - 4832
-40 ,I I o ?n 40 60 80
COTTONWOOD ROAD (SOUTH OF HUFFINE)
0 5' 10' 15'
IIIIII I I
S C A L E CAD NO.R502MDT-xs13.DWG
SHEET 13 OF 14
1.
oNTgN ;
LITH
CATCHPOINT ELEVATION 2 5+5 0 TOP CATCHPOINT ELEVATION
BACK OF CURB o
�n m CENTERLINE ELEVATION n
4852 ROW o N o n ELEVATION ROW o slpp� �4852
�.c°
n CUT FILL �
m m a
120 21 azoo
4848 - - - - - - - — - --- --- i 4848 oy
i
EXISTING GROUND
4844 ----- - 4844 to
z
-40 -20 0 20 40 60 80 p F
w O r'7
0 xz
25+00 TOP BACK OF CURB O
o ELEVATION (TYP.) z
ROW MATCH ELEVATION (TYP.) _ a ROW M CATCHPOINi ELEVATION (TYP.)
-0
�i-------- -m 6.1 s 4848 77 16 W Wy
4848 - ----- ` - -
i o A W I
EXISTING GROUND 20
4844 - 4844 >� z m
-40 -20 0 20 40 60 80 w :
KU UU W�
W W co
❑ 0❑ O 4z0
Fa Ln
O W0Ln
24+50 a o F" �oo2�
N M
4848 ROW -3.74X a ROW o
------- 4848
CUT FILL
75 16 Q Q
4844
4844 U
0
to
-40 -20 0 20 40 60 80
m m m
DRAWN BY: EB
24+00
DESIGNED BY: KW,EB
fp 4848 QUALITY CHECK:
4848
DATE: 8106
-2
O _ ROW JOB NO. B05-002(009)
< - CUT FILL
/ -- -------n 62 39 FIELDBOOK
4844
- _ 4844
4840 v
4840
-40 -20 0 20 40 60 80
23+50 z m ~
z
ROW ___ -2.01% a ROW uj
--
CUT FILL
/ter W
4844 -
-- -------- 81 4844 51 59 >
-
-------- --------- ----------
W z z
4840 afiao F- O
_ z
-40 -20 0 20 40 60 80 p V
Q W
N
23+00 p W
O
N
ROW `� ROW O 0
X a
------ m CUT FILL co U
4844 - 45 63
m _ 1 4844 z
------- ---------
4840 4840 O
i
463640 -20 0 20 - 40 RECORD ODRAWINGS 804636
APPROVED
NAME TITLE DATE
COTTONWOOD ROAD (SOUTH OF HUFFINE) -
TD& THOMAS DEAN&HOSKINS,INC.ENGINEERING CONSULTANTS 0� I I I I
5' 10' 15'
POLLs ozD NIsvD1 5w L E
MDT:s14.DWGSPOMME WA rON S C A 2
LE WON qyq
SHEET 14 OF 14