HomeMy WebLinkAboutKagy Boulevard - 11th to 19th y
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SCALE.•l`=50' `� o w 3o t
I` ❑ �� �/ O J W I
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Mj LIMIT OF CUT OR FILL `w W C
00 w Ix or
�i PROPOSED N Q DRIVEWAY MOVED EAST nn 1 I 1k�
P.T.W. I ASPHALT PVMT. (] I / TO NEW LOCATION �` I 11
=x- -.-.- -GAS-
1 45 •�T - - ---__ - - - - - - - -GAS I„ i
IS' —L - -
\ 3 ' _
- G4
R=40
7 R.O.W.J % TRENCH DRAIN ITYRI
(TYP) I / 1 I INSTALL AT 100'INTERVALS
/ REMOVE FENCE NEW 12'APPROACH BOTTOM OF DITCH 1 I N
I A VI 1 FROM STA.13.25 TO Ile 25
/ SAVE TREES 1 I % ? W
E LIMIT OF CUT OR FILL
X, V U N
6 ai a W 3 E r a
= 3 ay a a o t- i
rc F Q as w ,n 1I1. I I• II ¢ -O D, a Q
�2% 2 MIN. '\ _ j O N
F m U Q f d
J y J > d m N woo N A:1 _ W ;m -m ¢ m 0: b
F V Q � W P X M j of t`1 N N N d AS PNALT PRIME COAT � J W-t- Q -0 A
N •N LL „ ,p W O V H F F I- 3/9 MINUS
3 TYPE S-3 PL.M% _ O Z N 'pp V m O
X •m O 3 M 2 a J¢ J J 0: J GRAVEL SHOUL OER SURFACE COURSE 3/1 INCH MINUS CRUSHED BASE COURSE, ` u
W '�3 F W O Q 3 MIN. UE PTH W oo =A F W
.N -� _ x U _-O"N-A an d 0�w j 3 Z 2
= J w y y 522 W� Z 3 M M Ht SCALE:/ =6 O •LL 0
Q W W W wmQ W m T R
� i0m J1M W O W W 4 y y Z
Z Z"I= m TYPICAL SECTION NO.I ~# 3
i STA. 1+13.30 — STA. 13+00
01 Y
- - -
S
- - _ -
FIN.GRADE AT It
_ 4 0
_ -o.7z7q, I - -
-0.086% _ -
L, (J1
MY- TCM- - GAS
ffism
_ I
4910 4910
�'. 50' v,c. ---
3LEF 01TTCH GRADE EXIST. GRADE AT Ct -
- - - - - - -_ i- - 50.VC - - _ ----
� X=Bs
ITEM STATIONING EST,QUANTITY --
0 UNCLASSIFIED EXCAVATION - -
w - - __ ABOVE SUBGRADE - - --
-
_ _ _ --- � ,,, _ - I.13.3 to 28.11 -
N N — -
__-- --
_ ESTIMATED CUT VOLUME 3825 C.Y.
-- - - - - - --- - _ ESTIMATED FILL VOLUME 1568 C.Y. - —
(ESTIMATED WASTE VOLUME 2257 C.Y.) w w
n - TOP SOIL REMOVED 1.13 to 28.11 1912 C.Y. I 1 =J' VERT. _.
- - - n 0 -----_ _ - TOP SOIL PLACED 1.13 to 28.11 1350 C.Y. = 1"=50• HDR. --- - -
- UNCLASSIFIED EXCAVATION m m m
- - - --- - - BELOW SUBGRADE 13.00 to 17.50 1377 C.Y. - - - --_ -
I+00 2 3 4 5+00 6 7 8 9 10POO I I 12 13 14 15+00
PLATE .
CITY OF BOZEMAN ENGINEERING OFFICE OCTOBER 1989 REV. 12-7-89• 7-24-92, 12-2-92 - KAGY BOULEVARD_ FAU 1212 - INTERIM PROJECT SHEET I OF
q
CURVE DATA
1 I _ SOIL SURFACE A= 3o 30,
LIMITOF 1 \\ o i/\ R= 4000
STYROFOAM 40 BRAND HIGH LOAD
A I PAVING 1 B 3"HOT MIX ASPHALT COMPACTED SACKFILL RIGID INSULATION OR APPROVED L 244.35
1 EOUAL PC=23.89.79
.3. 3'4"MINUS CRUSHED BASE COURSE,2"MIN. 2"SAND PT=26+34,14
F R•6' BEDDING 12"MIN. /^\
W _CULVERT ___ O� /_ _\
_1 EDGE OF PAVEMENT �l`U�E,IrI
1 2 O COMPACTED FILL WAT ERLINE�
O I
¢a n TYPICAL DRIVEWAY APPROACH SECTION A-B WATERLINE INSULATION DETAIL SCALE:/"=50/ >
NO SCALE NO SCALE 0 STA. 20+80 and 24+80
0 O
1
U. + _ NO SCALE NI 0
NEW FENCE/NS7AL LED ON NORTH R.O.W. 0 ID
BETWEEN/t.73 AND 2/4 60,W/7N 6A7E N # rn N 4
TRENCH/ DRAIN A72/�30
E \
N
PROPOSED ASPHALT PAVEMENT X II �
R.O.W. BOTTOM OF DITCH Q }
G 45 �I - GAS 3'•_ _ _ - — - - - - I 1
NBS
—.� r 2:: F— 15. - -- •T----�— ram �B9"27'02"E _ _ 1-
-GAS_3_ — - — - - - _ 8 SA
a
-
-TEL- -- - _ - � - -TEL_ - � - - _ _ _ ��_ _- -_- _
R.O.W.
LIMIT OF CUT OR FILL
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H 6
W 3 w a
0 u y F / 1 I I 3 O 2 Z
2 2 3 / 11 tll W E R O 2
N Z I W F O F f f
Q F J 1"7'�- 1�IS' 15 �1IT'I'JII I J
O w I I _7__�2 -2o MIN. .\ U y Q f 2
b J \\ ASPHALT PRIME COAT - __- t:l -2 p z -N = m x
e 3 a e e w
PL.MIX BIT, SURFACE,TYPE S.3 1/4 INCH MINUS CRUSHED ' n Q D: •p�j F j j u O
N 3 ~ J RR FUTURE 2"OVERLAY W Z 2
vl w w > BASE COURSE, 2"DEPTH
3 w 2 GRAVEL SMOULDERS 13/4"-1 2 INCH MINUS CRUSHED SELECT Z Haj 3 2 Q 2 Vi
' 2 1, .3 ; FREE DRAINING BACKFILL MATERIAL SUB-BASE COURSE,1.5'DEPTH o
O O I m (SEE SUBGRADE STABILIZATION SECTION)
" + TYPICAL SECTION N0.2
MI D5 R SCALE:l N S 61 N N N
STA. 13+00 — STA. 28+11
O16 ry
q O b b b r. b b Y1
N N N oi •_ __ - _ -
I
10
O I
— _ �'j m W 4835
y
- -
i 4 e w
y = Q.
3 - -- --- FINISH GRADEAT £ - -- I ,► / ' ^ - - -- 4930
4995
— i ! 4925
!� ��, ✓ i_��� 2er4e
_.. -- - ` ✓ - - - ...�� _--IL� _ / % EXIST.MN
E -MER_M'IN� II -'.--�1... ...�'' I I = TOP_31.36 _-IR pp��
GAS z� i -`X..- II _ : r 4920
_tea c a DITC GRAD - - N £
RIGHT -
s GH H
E E% T GA SEW R 0
4 =- _ _ c = LEFT DITCH GRADE NO : W TER _ II - - - - 4915
k ° _� ^RT' > - ETDE OF SLOPE STA. 'a __ _ II
- -_ v-- / 2 Gs o EXISTING GRADE AT Q 14.70 to 18.50) __ - - 3 --_ - - - --
24-65
rL - -. _ - - - - w ___.__ -- y s EXIST.MN -- _ - - _ _- - _ 4910
~ TOP:23.69 _-
m
0
W
zoo'vc - --
K=72 - _ -
100'VC.j K 96
-
-
15+00 16 17 18 18 20+00 21 !L 23 24 25+00 26 27 28 29
RATE 1 RA,=FILE 0.F.A A R.1,IPAMDAAD
CITY OF BOZEMAN ENGINEERING OFFICE OCTOBER 1989 REV. 12-7-89, /-28-92 ^ °`°" KAGY BOULEVARD FAU 1212 - INTERIM PROJECT SHEET 2 OF
3
o E Q
a
FG=/6.97
20
EG=/6.60
I
4:
J.1I 20
FG=/7.36 10�00 ¢ EG=/9.40 ,
PO 1 EG=l6.JO I /O
/J.6B I 13.00 5.50/O PO I F6,/7.02 I 14450
+ /3.3B /O
EG 6.30
3 I..7 - .-�: r't`t f• r".t...}Tt'T ITt, FG=18.64
4./O
20 FG /7.4/ �••. I I /0 9+50 EG n 14.10 PO
EG=/6.30
G 13.46
/O 5+00 /2D0 14+00 /2.27 I /0
r 1 1 i I •i i1 �i -1 r I•t �iil ;il I ; �I -t +-r: t r ;• I F6=/7.43 FG=/706 EGz14.60 FG=18.40
10
EG=/6.20 2D
q W 13.61 I 1I.40 14.70 ' I /NV=/04P - -13+TO NEW T3nr47°N 77'ARCM DRAIN W/F.E,T.6. R TRA6X RACK RT.� -- -- NV.=//.09 i -1
9+00
E 9 7 I /S.PJ 4a50 -
Z n. /O N.72 /O
} r - r - r - -r - - 13.50- - -
-{ .r:t. r ,'I --._r rT' ' - .7 t ,1 r• it rr ~ t--t �- . .r- 7rr .. - -ir r r -
`_ } - '- �- -- _ Tt� rt . ? tit ? t #y ? t ..!..- t- --t,i r r t Sri
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Z I FG=/7.49 I - - FG:17.10 I F6=/B./6
EG=/7.90
20 EG+16.10 PO , I I I 20
I I ,E=M.to
I
N.BO 3.00
4/o t�00 I 8+50 2:/ 10
.- .. ..- II /0 13+00 /2.0/
Fi
PO I F6=/719 I I 20 FG=/7,/1 20
--------- -
14.50 --/4.77
/2.16 3a 50 /J.27 I I _ 12 50 O
/0 /O- //�42 /2,3/
._ .. ... .. .... - - - - - - - - - - - -- - - - -
} 8+00 /O
- - - + -
i 1. ;: I L -: r 'i I. I I-r: 1_ _:.[..rr r 7Tt- 1--+_
; }. { I: �(:{., � ..- .E�� ., f � � ,. _ i ff 11"; -- �'#`#{
" { 1 I I f 1
ti Jd, _ I FG /7/9 I ( FG=17..66
4f
7.68 120
EG=/6.00 I I 4:l fG20
I
2+00
-----' 'l�
' - - /2.36 y 3400 .1 - 711.84
2://1.60 - ... -
/c. +50 I //B4 - /G
1.
E6'' 40 I -._.._ FG=/7.PS I ..... EG-- .B0 I hS=/7.44 .... ....
I4 I: I EG:/6.00 I
r : �. - �Z =I. /2.94 I. 1 \\ I I II+5O_ I2.90
.r. 14.45
27
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-- -'-- - - - . -lilt,-
20 - I I FG=/766 f I PO FG=/7.28 _ ia-- _ "- ju,
FG+17.20
EG:/6.B0 _-_- I F 1 { I EG=/6./O I - - _ I EG=/6.80 p
1.63 NEW 36:22:68AR CH DRAIN W/F.E.i.S.B TRASH RACK RT. t--I.O 14.00
I ' 1
INY,-/3A0 /2.77 } g ,_ 6+50/0 /NV../2.l9 2+00 14
- - -
-
PO I E6r/130 I 17.32
20
E6=AS.BO
\/NV.=/4_OT_
_ I I
11.14 1.41 I 13.90 /4.// I I 15.12 /J.49
/0 lNV.:/J.37 /U 6 40O
10+50 /O
W-
K BOULEVARD
:�: I - #• 1 i :1:� } 1_ .t t � �� r`i -'- �: -� _+ - .
I -
1 i f + rr r. ., ,
,.
.� '+. { ,---+� +--4-.a- I f FROM 111h AVE. TO 19 th AVE.
't' I �-
{- - - , 1•;-r '.;- I /
�, 1. t i -r + -r- t -i -1- , I ^ i r I t _- - •I._ C7Y OF BOZEMAN£N G/NEE/7/N DEPT.
G
i JULr 1992
�I. `` _ -�_ _ _ _1_+IT-.-}`tL- i. i NEV/SEO /2/9Y -{i- -r 1 PLATE 3 CROSS SECTION o r s.Ar,p nn°
SHEET 5 OF 4
Z
30
FG=?3.40
EG:19 60 I e ¢ 2 FG=30.51
FG•27.4E EG:19.90
4=/ 1
30 E6-?5.90 I I -----
I
27.00
27.00
18 50
21.s7
2 8+00
20 FG 72.61 PO 2D+OO O
B'•WATER B" WATER
I +
EG=19.00 FG=79.60
3 �- t I FG•27.93 f6>td.JO
PO i JO EG=76.30 I 30I I:/
_-_- _-i
/A AP -- ----__----_ - _ - -- _ -
• t 18+00 73.2E
-- 1
23.00
23.50 22+50 --- I' 1 27+5
, 0
1 ft y j 1G
PO 0 I -+ I --1 +--r-r•-{--t--t--`-H -
16
i I - - -- -�-�_ ...f.i�}_.., ..,•1_i_. a_�-� i:i�i.j i I i l i j i t i l,rat t-i 1 � �-�� •-t-1--i--t-�-*-�--I- . -�r*-*-i--!
£6-/7.90 I I ,. `, _ _. EG•17.20 I .2B.6B
I FG=28.03
jo FG 26.00
30
I
24.50 ?4.
00
O
24,Op 27+00 --_
44
d i I to
22 +00 O f - - - 20
• --.-• F612/./2 _� EG=26
u� w EG-/7./O. FG=?776 _
2 z YO I EG-Z5.40 (, -- 50 I �- .PO
23.30 I P3./4 23.00 t1 17+OD - I 1 26 +SO
B z3.00
-1 1 it 77 ��WATER
TR
�k
�. 4 .!'! FG=20.36 - 1 1 1: $+��1� + .�II;.�!I:L t i J 1:�_1:-1_f a-i__ �IT �_1:1 AM}} 1 t
•f-L _. E6=/S.BO 30 FG c 27.20 25.00.
G-25./0 YD _ EG FG=26.B4
HRANT I JO I =
10 - -- I E
•I -
1 ; 24. -- 26+00 �
/0' �. .. ... 16+50_ - ?0 7250 2+00 WATER 3020
2/.SO EG FG'26. 22.00
1
B O
}- nI1 j - - --- -----
- - F6=19.73 - ` I I 1� �- I j.�, { � � ( F _ _ _ INSTALL IS IPARAL LEL TO CULVERT) -
EG=/5.60 -. 4"x i6`x4'
' 2A"x 6B DRAIN W/EF.T.S.d TRASN RACK 2:/
FB:P6.44 I 21.00
�_. . EG=24.00 I __-_-_-_-__/ 0
25 4 50
15.90
21.41
/ 1 II 16+OD - 1 l i PO 1 01.50 20+50 30 FG•25.77
- 1- t {tt -
I a �fIII!I! III _ {I( - _ I EG�24.70 -- --- __ -
f ] I� I HYDRANT _ - I
II fG=/9.J6 TRIT+ -} 1 --r-_ -- /-15"CULVERT' T/.7/
PO _ _ - -.._ FG:25.6E 20 O 18.50 25+00
7
e WATERLINE INSULATION
Y
Es Pp. O
I `
1
2A"x 85'DRAM W/F.E.T.S. --1.2°k I ...... ' _
--- I I - (INSTALLED PARALLEL TO CULVERT(
I 30 I FG-23.8/
PO
/o I 15+50 I ----
19.00 20.00 E6=24.70
EG-15.60 ------ P2.4!
PO I 30 PO I /9,50 24.50 0
-I- EG=2/.60
14.50
FG-26.24
111 t00 1 + /i-
/O I - --�-1 _ - - -_-_`____.-_._-- I I 30 EGr23.30
IS O
19+5023.14
z 71 FG•/B.99 I -PO -
E6 z 15.50 30 7D I PO.JO 0
J E6=20.60 B WATER
/0 I 14+72.3 11. 4 20 I ___-----_ 19 00 I 30
.. ---- ----- 20.84 I E6=P5.B0
.
KAGY BOULEVARD ----- 23.86
I �
HORIZONTAL AND VERTICAL SCALE: 20 z/.50
FROM 11th AVE. TO 191h AVE. 23+50 O
I"=10
i
CITY OF ROZEMAN ENGINEERING DEPT.✓ULY/992
LI :l I _L 1 I SHEET 4 OF 4