HomeMy WebLinkAboutFowler Avenue Extension CONSTRUCTION PLANS FOR
FOWLER AVENUE EXTENSION LEGEND
FROM TERMINUS AT VALLEY CREEK PHASE II
TO U.S. HIGHWA Y 191 SS MANHOLE o
Including Water Main Improvements at the MJ GATE VALVE w
Intersection of Fowler and Laredo 3 PORT FIRE HYD
W FIM&G r-{
W TEE
EXIS77MG B'SW
BEGIN PROJECT NEW Ir WATER LINE
CONSIRUCRON UYIi W7
PROPERTY LINE/S£CIbN UNf 541/TARP SEWER INSTALLED BY OTHERS
f0"R AIENUf
CONSIROC'I/pN UNIT(IYP)
CONS7RLCTI0N LIAI/T(TYP) - - - _ - _. _ - - --_- FOWLER MENU£
FOWLER AIENUE - - END PROJECT
RICHT-OF-WAY LINE -
NFW 6'WA7FR LINE CONSTRUC7TON CCN/I IYP EXISTING 12'WATER,
EXISDNG 6'STUB
i
Q
W
,go
O
W W Q Q
BENCHMARK LOCATIONS AND ELEVATIONS
DURSTON 3
1— CHISLED CROSS IN DIVERSION STRUCTURE
MAIN ST. LOCATED APPROX. 290 FEET WEST OF THIS
waAeco PROJECT /N THE U.S. 191 RIGHT—OF—WAY.
RAVALLI ELEV.= 4834.52
FALLON
HWY. 1912 -- W COLLEGE
40 0 10 IZO
2— CHISLED CROSS IN WEST CURB AT END OF FOWLER
4
Scale 1" = 40 ft AVENUE VALLEY CREEK PHASE 2. LOCATED
APPROX, 25 FEET NORTH OF THIS PROJECT
RAGY ELEV= 4820.30
'A
FOWLER AVENUE EXTENSION
't RiN
i990G,1�
ASS/al�AI ftl
REVISIONS 5/5/95 EPy JL CONSTRUCTION PLANS FOR FOWLER AVENUE R.R. NELSON SHEET
BY ',7� DATE 'F/29/9b DESCR— as PJ.JI�TS___ DATE: DRAWN BY � KERIN & CONSULTING ENGINEERS/PLANNERS L 1 No.
ASSOCIATES EXTENSION INCLUDING WATER MAIN BOZEMAN, MONTANA
BY__-_ DATE DESCR SCALE. 1�.=40' DESIGNED BY: EPV CHK 6Y RTK 219 E. MENDENHALL BGSTON, , NTA AN 1 59715 6394 SHEETS 7
BY DATE DESCR P_O. BOX 1315 LIVINGSTON, MONTANA 59047 IMPROVEMENTS AT LAREDO AND FOWLER
I
STA 0+50.01 INSTALLEO
8"END GIP W/THRUST BLOCKS SEE SHEET J OF 7 PROPERTY LINE/ SANITARY SEVER INSTALLED
FOR PROFILE OF STUB$ SECTION LINE PROPERTY LINE/ BY OTHERS
CONST LIMIT
SEC. II SECTKAV LINE
GN CONST UVT
FOWLER AVENUELILSTA 14574 INSTALLED SEC. I
AL VE 50�T, FOWLER AVENUE
OO $TA It04.91 FOKLfROSIA 0+19.00 LAREDO
INSTALLED 8'X8'X6'AU TfE W 0 0 0 0 0 °f m o } ��"�- �+ - -
THRUST BLOCKS g I o 0 0 0 0' 0 C. 0o
\14-
STA 5+IJ25 INSTALLED 9O
19, BEND W/THRUST BLOCKS
D4 JfX If WIR
STA 0-0J.00 INSTALLED I L 8.52'
6-X6-X6"MJ TfE W/ ` }
THRUST BLOCKS --
AND JJ LF OF 6" `$ STA 0-iaoo INSTALLED RIGHT-OF-WAY-UNF STA 5+IJ25
HYDRANT LFV PIPE = 6"END CAP W/THRUST BLOCKS CONST LIM1T C.�To Is�
AND STANO4R0 COB. I�'
FIRE HYDRANT ASSEMBLY ( AND
VALW TAPPING lFf
IW T APPtAfG TEE
� AND YNW OERE USED FOR
COWCTWG THE NEW WATER
LANE TO THE DZIAIG WATER
AAIW. W WH WAS nA?N5HED BY
THE CONTRICTOR AND
WAS#STALLED ON
IHE Br THELSCONMACM THE W WATER AWN ONTAryq
CITY of Bo7fMw
MADE THE ACTUAL TAP AT ` CHARD T
THE OWNERS EXPENSE. KER
SCALES:
1" -20' NOR
1" =2' VIERI ��F SSt
FSS/bN A�ECG
s q 1+ 1.52 b STA 15+13.25
4828 S iE 1 TRENC EXC VATI_ N
I
4. . qT 482
8
I
PE A BACK ILL — - -- — — - - _
4826 - TINY MEQ CENTE INS GRADE I/ ( 4826
F; ECM S CENTERLINE GRAD
48241. __. _ - - - �iZ�N ry
4824
� -
4822 IZIll
-- -- -- -- 6.5' MI CovER 4822
4820
- -- --
f 4820
z W N w
4818 a x >
o - aZ _ zo o a 4818
w{��J tN A 1+04. +1 wm
<1— INS LLED 414.4 LF F 8" J^ a� ,
4816
""w CLASS 51 D.I.P. Nw� '� "� 4816
N ¢3
4814 ST T 1+O4s TA=1+ .74
48141
ffi' INV EL 481A.16 - � AS-BUY it - -- -
AS-BUILT
4812 4812
rl1 �� �rn r r In a HT n
d c0 u Y N DO N Ih 7
I'7 c d N tD d oD c0 OA a0 1A
rn OM N� r10 �t10 c0 r� Dp 01 O .N n� 00 O �M Nd M BCD InO pN M o0 00n 000DrnOO� NM��NcoI000nOAT ON r7N tM n�nNOIO�CO�W�Or`�r7N�M n �h `t0001�
rn O o O O O o O o O O (V = N cV .r7 Kj c�i cv cv �i �i d �i d �i d o �i - Mi ri IL) ri IA i tG t tG�t t0 t0 t cC 16 tG ri t0 ti 1��i 1� n I� r 1� r h ti 1�Ui I� 0 1� p I� Li o0 c0 GD r CD t 00 OD 00 oD
N NN NN NN NN NN NN N� NN cuN cvN N v hN NN vN N N N N N N N NN N NN NN N N N NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNC-4 CW4 NNNNNNN
4810 °�°� �� °�°� °�°� °�°� °�°� °�00� �� �ag �ag �� �� �� �� 0O 00 00 00 OO 00 00 00 CCOT00T000000W00T00T TODDTOOOTGOT0OTO000CCOOOOCCOTOOToODTDOT00ag00 00 �°gov° ca00m 4810
-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40
REVISIONS SHEET
BY JTK DATE a 2s 96 DESCR AS-BUILTS DATE: 4/26/96 DRAWN BY: EPV/JLL 8" WATER PLAN AND PROFILE 8" WATER EXTENSION 2 NO.
KERIN & CONSULTING ENGINEERS/SURVEYORS/PLANNERS BY DATE DESCR FOWLER AVENUE FOWLER AVENUE
BY DATE DESCR SCALE: 1� - 20' ASSOCIATES DESIGNED BY: EPV CHK BY RTK 112 N. BLACK, SUITE K BOZEMAN, MONTANA 59715 BOZEMAN, MONTANA 6594 SHEETS 7
i I �
n�o�go��a Han'
o n
40Obp+ ^s
�2O^
k
0
A�
O
00
I ��
a
o
^�
�pNTAN4
o HARD T.
SCALES: `^ * KERIN I
1" -20 HOR - ,
3
VER I
ON AL EN
4824
4824
4817 MERINE GRAI C
4822
ST 0-1 D.00 T D STA 0+50 01
4820 \PREW uscruor TY 1 IRENC EXCAVATION
4820
TY E' 1 it � B )DING —
�� TYD E 1 BACKFILL
4818 a<W
- — 4818
STA 0-1 .00 TD STA 0+20 50 -- -- -- — —_
4816 IN TALLE 30.11 LF OF 6" LASS 51 D.I P. 4816
STA 0+2 .50 10 STA 0+50 01
4814 INITALLED 29. 1 LF OF 8" CLASS 51 D.I P.
I 4814
4812 �
— - — -- — 4812
4810
--- - -- — - — 4810
4808 4808
4806 4806
—0+60 —0+40 —0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00
JTK 3 REVISIONS s/4/9s JLL 6" AND 8" STUB PLAN AND PROFILE 6" AND 8" STUBS 3 sNO.
BY DATE /11/96 DESCR AS—BUILTS DATE: DRAWN BY: KERIN & CONSULTING ENGINEERS/SURVEYORS/PLANNERS
BY DATE DESCR FOWLER AVENUE FOWLER AVENUE
ATE DESCR SCALE. - 20 DESIGNED BY:EPV/JLL CHK BY RTK ASSOCIATES 112 N. BLACK, SUITE K BOZEMAN, MONTANA 59715 BOZEMAN, MONTANA
BY D _ 6594 SHEETS
STA 0+00.00 M4TCH
EXISTING STREET SECTION PROPERTY LINE/SECTION LINE SANITARY SEWER INSTALLED
'
CONST LIMIT PROPERTY LINE/ BY OTHERS 0
SEC. I! SECRUN LINE
— _ CONST LIMIT
FOWLER AVENUE f 4.5•(TYP SEC II I—
w
205 (TYP) 32' 71P LLJ
O FOWLER AVENUE c=n
TBC fL=4B11.I0 TBC fC- 4817.83 o 0 0 oA 0 —� o -
(AS-BUILT) (AS-BUILT) o o �4 0 '�-} - LLJ
O O Cj > pi .�.y,� - I —
50RIW�) 0 78C fL=18180J o EL= 18.45 z
INSTAL D STD. C 0 B. 15'R - -� _ - LOG EL=T) ( I =
NA NOI RAMPS --- .__ AS-BUILT
7BC = 4821,65 --- HANDI RAMPS INSTALLE STD. C.O.B. U
F-
STA 0+00 10 STA 0+81.69 I - •} ff INSTALLED 81.69 IF OF STD. C0.6 BUlLT�1Z97 •'
INTEGRAL CONCRETE CURB AND GUTTER COMPLETED STA I+34,70 TO SU I+49.70 I5'R 157?
o INSTALLED 1387 IF OF STD COB STA I14970 TO STA 4+5654 RIGHT-OF-WAY-LINE - 0
i„ INTEGRAL CONCRETE CURB AND GUTTER COMPLETED INSTALLED 306.84 IF OF STD COB COAST LIMIT
STA 0182.69 TO STA 0+9766 2 INTEGRAL CONCRETE CURB AND GUTTER COMPLETED STA 4+56.54 TO STA 4+71.54
INSTALLED 23..26 IF OF STD COB INSTALLED 23.25 LF OF SID. C.O.B. k a INTEGRAL CONCRETE CURB AND GUTTER OMPCEIE W INTEGRAL CONCRETE CURB AND GUTTER -�+
CURB RADII I}ND INSTA(UTION IBC EL=4821.96 2 0
OF CONCR£1(N£ADER COMPLETED (AS-BUI[I) TBC EL=487778 dl a
AND END STRUCOON (AS-BUIL I)THIS (n
PRATE o
SCALES: CURB RADII AN INSTAURON
AND END CONS 1K770N
1" -20' HOR OF CONCRETE R COMPLETED h
1" =2' VER
THIS PROJECT �
4832
- -- - - 4832
4830 4830
FINIS ED CEN ER LINE I h
O
4828 TBC 340% (�
- - - - -- --- 4828
VPI
Lij
± fi Lli
4826 „ K-:1a 7 2'
I
� - ,A cn 4826
6 _ W
4824 I — _ _ _ °�° �I � I 4824
a: w 2.pg57% - -- - - -
u to ~
� o lwlIo� I Q
NUWW
4822 g FIL W- tmc 6UR
- -- - -r _ ain 4822
EXIS ING CEN ERLINE GRADE �
� •�g 7, VPI STAsO 75.!10 { �'+ I �•-
4820 VP'E = e taeLn
--- _ 4820
,�z E=0.1 � 00
N a K I-
4818
jr
,KERI 4818
X W
��av ', ••"':,GIST P..+••��
.- FFSyIS f-NG 4816 N Az vl in w I
r� � �rn nr-� �t o n N.- r n n
4816
o� OWN 00 vCfao�OMN� v �O �00 L)O pNrdW rnoOOON �tl, 00 O.-. Nth �00�lO�Nf Mco�DOI�co00a) ONr7 �-Tt�(000f` Of ON�r� v n }� �0 00r)0fitlO �r to
N� M� � D�O[C14
rn O o O d O o O ci O O .- cV N 'N N C'4 N cv .h d N M iA')L6'i L co.r IC v 10-t t0 r0 v tG v �n n ti �i n n n n n n o a0 a0 r� a0 a0 a0 oD N N N N N N NN N N N N N N N N N N N N N N N N N N N N N N N N cN N N N N N N N N N N N N N N N cam,N Cam, N N N N N N N N N N N;NNN N N N N N N N N N N CN N N N N N N N N N N C-I CN 0000 00 00�Do co 00 00 DO 00 00 00 DO DO m n0 a0 00 DO 00 DO 00 [b W 00 00 00 (>D DO m DO 00 [K7 DCl Z DO Co()0 00 LK7 00 OC 00 OD DO b OJ DJ OJ (p ac OC oC oC 00 DJ [p OC�DC a0 [>J4814 � a .t �� �.h �� �r� v°� v ���� �� vv �� v "'3* av° v a� �.h �� rd <r� v�t �� r �v �� � t �� .t� �� � r �� ��r �� �r �� � �� � t �a �v �v�� d � - �.t � r �v �o 4814
-0- 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40
REVISIONS
BY JTK DATE a 16/96 DESCR AS-BUILTS DATE: 2/t7/95 DRAWN BY. _ EPV/JLL STREET PAVING PLAN AND PROFILE FOWLER AVENUE 4 SHEET
- [�� KERIN & CONSULTING ENGINEERS/SURVEYORS/PLANNERS Ll = = No.
BY DATE DESCR FOWLER AVENUE STREET PAVING
BY DATE DESCR SCALE: - 20' DESIGNED BY:EPV/JLL CHK BY RTK ASSOCIATES 112 N_ BLACK, SUITE K BOZEMAN, MONTANA 59715 BOZEMAN, MONTANA 6594 7
SHEETS
r
0
v
J
= SAMIARY SEWER INSTALLED L
BY OTHERS Q
Q PROPERTY LINE/
> SECTON LINE PROPERTY UNE/
CONSL CIMfrSECTION LONE4.5'(1Y SEC. II CONST LIMIT Q0
10.5'(TYP) W
FOWLER AVENUE I-'-I
_ FOWLER AVENUE cn
o c.
m —rt
gW'R/W(TIP) o 0 o O1 a o _ _ — ♦ — —iO ry'- •�— --� o Lr_I
O
--- TBC EL=4832,15 TBC EL=4833.09 o O U o z
- - - ---- - --- per — — __ (As-Burn) I(As-eurir) r SIALLED 44.17 FEET Of
1
11.5 (TIPJ INSUiL STD Co.B. - - ------ ----__._. CO.B SIDEWALK =
IMN RAMPS ------- --- —- -- �� __ -- -- u
o — Q
� a
+ sra s+3Bss rD SM 7+s11s
o u) INSTALLED 2IJ74 LF OF STD Co STA STA 7+51.19 TO STA 7+6719 I STA 8+19.31 TO SrA 10+95.96
RIGHT-OF-WAY-LINE INSTALLED 2J26 IF OF 5TD COB. STA 8+04.31 TO STA 8+19.31
INTEGRAL CONCRETE CURB AND CUTTER INSTALLED 176.65 IF OF STD CO.B
c.+ Q CONST LIMIT IN1fCRAL CONCRETE CURB AND CUTTER `b INSTALLED 13.B6 LF Of SID COB. RIGHT-OF-WAY-LINE O
V) INTEGRAL CONCRETE CURB AND CUTTER COMPLETED
cn z INTfCRA( CONCRFlE CURB AND CUTTER CONST LIMIT 00
i O
m 78C EL=4831.J3 l�
TbC EL= 4832.25 CURB RADII ND INSTALLADON (ASBUlC 1) Q
(AS-BUILT) Of CONCRI HEADER COMPLETED
4-1
o I
Z
SCALES:
1" -20' HOR
1" =2' VER
W. 4842
4842
R FIN]SHED CE r
i
o>dVc 4840 `
TBC d 4840
4838 3•� N FLO LINE C RB W 4838
-- — - e
o�
VPI STA=1 +34.05
i a' VPI EL=48 0.07 -
4836 W CURVE LE =60.00 4836
vN
aJ U 4834 _ ~
4834
W
a
as
J Q�
>>
Z PU, -"-I-
c� EXISTING CENTER NE GRAD
4
a a cc 4832
832
N W .�• Q O
g FINISHED CENTER LINE
NW
TBC - _-- - m �o > Q 4830
4830 Q VPI S A<�,43.47 � aI„ �
_ --- -- 2.1
CA cr>
,P LLrI°20Q _
a
4828 i i37 r-` � -- -- *• 35TJJ � "°ti 4828
44- -- — -- — r y!
EXISTING ENTERLtN GRADE T "t>
4826 4826
r� 00 O N d' cD f r-� 00 O r� to cc"
N n cD 61 Q r m M dtti h0 Q_ Kk70 t00) 010
• �, �. � � 00 00 00 00 Cn oo co m 0) rn 0) Oip O O j '-. c�i C'j KYN KY-4 dN 'N d'N d*� 1/M 1[Y'i 1!)') f0'-) t0") tQ') N"i rim Iry COv ODD OS. OSY) OSn OYn Ok0 In, OID Of.D Oi
N N N N N N N N N N N N N N N N N rn r) r7 7 M � n 11) r7 n KT') f+i') KN) KM NM K?') KT') KT') V ) KM KM KT') f7') KM KM KM KM KT�) KT "n KM W) K)) KT) Fr' KM K)
00 00 00 00 00 00 00 00 00 00 00 00 DO DO DO 00 0000 co 00 00 DO 00 00 00 00 00 00 00 � Cphp1op p� 00)O =0 CQ7J � =0 a)O � Tpp�p � �0 wo co)0 arJ0 � = W") = =' op�h1op =O OQ:G 'o ) w
4824 't d It d 't a 't � "t � 't It - � � It -t It <t v •t � -T -t c • 'r 49 14, 4v *.t d-%* dsr der *It d-v d•v dv d-r dv dv dv dtr 4� 4v dv 4 t d-a dv d-t d t *It d• 4824
5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80
REVISIONS STREET PAVING PLAN AND PROFILE FOWLER AVENUE 5 SHEET
BY JTK DATE 4 18 96 DESCR AS-BUILTS DATE: 2/21/9S DRAWN BY: EPV/JLL CHK BY RTK KERIN & CONSULTING ENGINEERS/SURVEYORS/PLANNERS No.
FOWLER AVENUE STREET PAVING
BY DATE DESCR DESIGNED BY:
1"= 20' EPV/JLL ASSOCIATES 1,2 N. BLACK, SUITE K BOZEMAN, MONTANA 59715 BOZEMAN, MONTANA 6394 SHEETS
BY DATE DESCR SCALE-
Li
O
Ld
w ,
c
W
Z EX EDGE/I
J OF PAVEMENT
PROPERTY LINE/ w
SECRON LINE Q
CONST LIMIT
SEC. 11
a - -
FOWLER AVENUE STA 10*95.61 END PROJECT
O O O O A
STA 10+51,79 TO STA I
INSTALLED 44 17 FEET STD '�Z
-- iQ`-- - -- C.OB S"NNLK EL- 4E63
I
C LINE
�ITA19.11 10 STA 10+95.96 U. . lCNWAY 191
INSTALLED 27665 LF OF STO. C.O.B. a (NU NE LANE)
O STA 10+95.96 '�
COAf5T OF-WAY-CEN£ INTEGRAL CONCRETE CURB AND GUTTER COMPLETED DO END OF CURB ANO CUTTER
CONSL UMl1
EX EDGE
O OF PAVEMENT
v � Q
f• (CHARD T.
O `RIGHT-Or-WAY LINE .k 1 KERN
SCALES: � W 357
1" -20' HOR
1" =2' VIER lk
P O ••.CIST6 • �4,FFSSIOc AV N
4844 vPt srA to+s4.o5 -...-- --^�- -- _
4844
---" --_- VPI EL-4 140.07
CURVE I. N=60
K-'z:64 o F (SHED GRADE PEF M.D.O.T.
4842 E L 36
� 4842
FIN( HED CENTER LINE
US 191 (HU FINE LN.)
r a;�
4840 TBC _ 4840
L17 m
VPt FLO LINE C RB • ` N I
48384838 P Li= 9.08
_ _ a M CUPVf Lf N=0
rn - - - oM lrtle`ha v' 1'i 5 +
- ..m VPI STA=1 +34.0$ O c'� �. 4E13H-HC w--
Liju a F=U.00 _ � wm lz _
i - - - a u VPI EL=48 0.07 qµo C�_a� 't 0 w¢
4836 Z Nw CURVE LE =60.00 w rc. r<i -- unu 4836
_ � -• ___--_'�- �o z�- a .
a
J
4834 �w — DIP 4834
-- - -- _
O
DO >> 1
+ EXISTING CENTER NE GRAD
4832 � 4832
cn
4830 4830
2.1
4828 4828
r1 t Ln cc) cD 00 O
r7 n r✓J �") I"� i"� r!J r� r l r'0 r7 17 -) 11) n n ") M M M d d M n ")
00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 30 00 00 00 00 00 00 00 00 00 00 00 00 00
4826 a v v r a v v v v v v v v 4826
9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 134 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60
REVISIONS 2/21/9s EPV JLL CHK BY RTK STREET PAVING PLAN AND PROFILE FOWLER AVENUE 6 SHEET
BY JTK DATE 4/18/96 DESCR AS—BUILTS _— DATE: DRAWN BY KERIN & CONSULTING ENGINEERS/SURVEYORS/PLANNERS N0.
li FOWLER AVENUE STREET PAVING
BY DATE DESCR --- 1"= 20' EPV/JLL ASSOCIATES 1l2 N. BLACK, SUITE K BOZEMAN, MONTANA 59715 BOZEMAN, MONTANA 6394 SHEETS
BY DATE DESCR SCALE: DESIGNED BY:
I
50 R/W
I I
SEC I SEC. 10
j 20.5'--. ----- -
� 1s s
16
I J
- --— -- 12'ORAbNG LANE —� 12'DRIVING LANE
W
i 5'—- i BIKE LANE 2
4'BIKE LANE
J7 e CRUSHED GRAVEL 94SE COURSE I l, o
c THK�KEN EDGE TO 1-112 MINUS MATERIAL WITH 2' 5.5'- - 5 y
2X SLOPE 6'DEEP 6"BENEATH CURB I j. � SLOPE
1X SCOPE SURFACE ASPtW 77C CONCRETE AND curTfaCONCRETE uae .75' t" K 3_ S AL
E —III—III—III 2X S[L1°C—;._ 29 SLOPE _
V►Ls S /
s;P" I=1� --11=III= L
CENTERLINE FUTURE IQO R/W LEI I I II — I— 4'CRUSHED
RUSHEDl IIGRIAIV—EL
II
IFS
\
I
SUBEXGIVATE TO NAME GRAVEL SUBGRADE IN-FILL SUBGR40E
WIN SELECT PIT-RUN GRAVEL OR SELECT CRUSHED GRAVEL I1•MIN,
J•-6'MINUS MNTERLAL OR AS REOUIRED BY ENGINEER
FOLLOWING IN FIELD REVIEW Of STRIPPED SUBGRADE.
INSTALL GEOTEXTILf,
�ONTA N4
HARD T.
* KERIN k
3570F
:• e
.. sT .
REVISIONS -
�FSSION A�EaG
By JTx DATE 4/18/96 DESCR As-auILTs DATE: 2�21�95 DRAWN BY EPV KERIN & CONSULTING ENGINEERS/SURVEYORS/PLANNERS TYPICAL STREET SECTION FOWLER AVENUE � SHEET
BY DATE DESCRLN NO.
BY DATE DESCR SCALE. 1� - 2 DESIGNED BY: EVP ASSOCIATES 112 N. BLACK, SUITE K BOZEMAN, MONTANA 59715 FOWLER AVENUE STREET PAVING
BOZEMAN, MONTANA 5394 SHEETS