HomeMy WebLinkAbout11th Ave Improvements VICINITY MAC' �-0F�'t'�.t•
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8/TE� ~. \.eb'•b 0``I\ Sheet 1 of 6
"T r DETENTION POND NO.2 i \
400 SO FT(MID DEPTH) �C REIASIJN
4:1 SIDE SLOPE y
p 9/}9/a
116.
1 • ., INSTALL CITY STANDARD STORM DRAIN INLETS \ R t
III i l�—I MTH 38'LONG 12'RCP PIPE 00.55s ;`,11 733e W
IIII -'II") m.4.'1 9 \ -V, MnNTANA CEPARTMEr f JF HIGHWAYS W c�
Ir ,w n _ 1 .launq 30'Acceaa and Utility Eaaament-- $i�ti.h w �) �� aTEPSTATE 90 .,;.IT-(IF-WAY E t
11 1 i I = F(not yet recorded)
\ -
•1 32.5'E.—.rt nnulit be acquaed prior ;'aA ryer _g
-' to Inalallal on al N.111h Ave. 4`v h f4'/\ �V �►~ 6
<�}' r Ica S Py, RQ O7?� IyLleCo W
— 4'ss LOT 3 � '`0p ., l °�o?ae" rs� y
NOT TO SCALE 3 0 4h d 95�31oO+ 4rE,
3 e1.453 sa Ft .�, o ^t, e\ R.,9 �O
1.86"Acre
33 F •4' cAB= yc�±y LOT 2 �_ xa `� ; 7se�3�0' 4 W 2
y I Fti ti_ I cT\4`�' 1 79.879 Sq Ft '� -•r.�j•. RJ R us'i
W�V,4.' ry`ynW 1,8.338 Aau W f h '� - Y77-4 `7. N w ij
PRV to FL-471353c j �` A?
3 O SBA �y3
JI to
�i01 h•�I
28 6J 110 _ ` <qry� Fnd R/Mf
INSTALL CITY STANDARD S�gRM DI)AIN NM�75 s ) f Is1.}04 Sq Ft
4
WTIt 38'LONG 12'RCP PIPE II o55% --f 1 - 1
315423 Acres M�1
OEk� T
TEVON POND N0.1
I7 (6 VON
(MID DEPTH) �l
n CITY OF BOZE \DAN \ 4+It SIDE SLOPE L
E.Mi.%30 Public Street and Utility E t r� I �Zw• �b,•'��'��
per17 Fm 3331 J mac' M•
32.5'Eaament mu.t be glquMed pti6r- �- �� �o��� y;hyh A•p 31 ,5%J O
to lnatallatlon of N,Itth AM. \ �t I tS,Q 'L�O�ryy ?yp
Scale In Feet
100 O 100
aW I C LrIT,
30 0 30
TAN GE'S JJBDI V151u
Scale In Meters .LGUEn a-L, 8i t'F, rclP PAR TNI444
LOT 4 m 241
l
Contour IntervaL' 1 Foot 9 0.z1295.n9 Sq Ft
6,7833 Acres --�
Zu EG B-2
42+31
rya L_
o - Lj
o S33 0�\V V 1
i a
r, if
A F
OF
C V
DATUM);
LOCATION H
I
BLOCK 3, TANGE'S SUBDIVISION, LOCATED IN W 1/2, NE 1/4, SECTION 1, I 35 lom 272 ee ; ='olo O
T. 2 S_ R. 5 E. OF P.M.M., GALLATIN COUNTY, MONTANA -- -- -- _ `" . I ' O
125' �Trc' nr�. 5, P T I F +'� I
LEGEND OWNER �� A
15' E _ATE M'I F
E..—.stmg 32 per
wide Str98,p and UtNity.y �_15• - Le,::
—18—PROPOSED SANITARY SEWER LINE CARL TANGE ' Easement pe Film 98,Page tot W
® PROPOSED SANITARY SEWER MANHOLE 2800 SPRING MEADOWS DRIVE -°i 41"w LOT 5
EXISTING SANITARY SEWER MANHOLE BOZEMAN, MONTANA, 59715 R �;.9{ 1 201,348 Sq Ft II 'aA'EL P
(406) 587-1666 4 ? '$� 4.62u Acres I 1 4"FIRE _ _ F
—W—PROPOSED WATER LINE °'" F ' "- .er s i 8'S5
W---EXISTING WATER LINE a a g/ w
oa EXISTING WATER VALVE 12n
-w PROPOSED BLOW OFF HYDRANT = N m ! I Y o y'T o= 33 W gp pF Hyppp --
.wa EXISTING SPOT ELEVATION ,$ da ' L ATION-�I715.94
sn �d p1 CITY OF BOZEMAN DANM)
( /
6 E 1 --4 8• COMMON ACCESS POINT 1 Lam/
GENERAL NOTES ` 1, ) g E y L SET"MAO"
_r
r6 11N88.00'00"�l
11M 272.00'00'
111
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS. yING�Ul p 485.43 \ m €STA.34+00.47 ,e:F a 98
A N�{7{0.00 FEE HYDRANT - T' � aws ra ary swoWpFrl �Dt;EG b-2
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE CRY OF BOZEMAN DATUM)R/W _ 1
Fnd YPC s[on)
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN wnr react ma MMno ----1
ENGINEERING DEPARTMENT. MAN ,n __
111 _ C. _ - - �F
3. ALL SEWER SERVICES TO BE 4" DIA. SCH 40 PVC AND BE STUBBED 6 FEET PAST - _ _. .;pt.___ _ -°' DRAWING INDEX
THE PROPERTY LINE.
SW Car.at Block 3.TANI SUBDIMSIfx4 �i
�Bas R - _ _ _ ABl OVERALL PLAN
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE €STA.28+81.71 /W -- __-_-- _` -F y r��ALLEY AB2 SANITARY SEWER - PLANS AND PROFILES Drawing Date: 6117102
BEGINNING OF CONSTRUCTION. MONTANA STATE HIGHWAY PRo3. 1299(2) - I IN
Fnd Mon.Bo. I a /
5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS C 1/4 Cor. A83 SANITARY SEWER - PLANS AND PROFILES
PARK A84 STREETS/STORM DRAINAGE - PLANS AND PROFILES
PRIOR TO BEGINNING CONSTRUCTION. Sec.I.T. 2 S.,R. 5 E. I� AREA Fnd Bras.Cap in Monument So. S line of Block 3,TANI SUBDIMSION .--}-'� �4' I I A85 STREETS/STORM DRAINAGE AND WATER MAIN - PLANS AND PROFILES
6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. €Future North Ilth Street y" uNPLATTED v Ma,t K.Stoltz AB6 STREETS/STORM DRAINAGE - PLANS AND PROFILES/DETAIL SHEET ABI
S line of NE 1/4.Sec,1,T,2 S_R.5 E. Bret LAT Michael R. Stoltz
7. TRENCH BACKFILL SHALL BE TYPE A. :,1+PI ATTEG Ot an 03 153 Fm 3929
Susan Perryman
B. BENCHMARK: CAP BOLT OF HYDRANT NO. 147 "Atl'TEPrA AFTIAF FAM'I. y 128 Fm R-3 BLOCK 1
u M�r[G FAP naE esHIP- ZONED R-3 ROYAL VISTA SUBU.
ELEVATION = 4742.15 (CITY OF BOZEMAN DATUM) I`A` ar. �1 1
"4- ^ OVERALL PLAN � 'ONED R-3 � jJ(,'[�
9. A CHIP SEAL WILL BE REQUIRED ALONG OAK STREET TO MATCH EXISTING ROADWAY. '" '�--
'2 C1 SCALE: 1" = 100'
00261
m o— T NOTE: PROVIDE 12' WIDE ALL WEATHER ACCESS ROAD
�� � FH o o w W w\O� 1j f �PSEM OVER SEWER MAIN (SEE DETAIL 9, SHT C6)v ✓'``� CR,c
0Ch REV oo 0- 30 '�A -35' SETBACK-ONES 3 N/� \ a- o o o
9,>N \Z\ \\ CD`' o w _-'- �-� % / O o �' I— CID In
Li z Zirj' W%y OAF ��180 J N \s ` Z � i N
00
�X O CC/�VF36', sTlN u)\\ \ ' -'� r % " o sheet 2 of 6
U0 1 N
w
o � a� FTS32 �'QT
- 0 p
v~ioc� �`' ( N RCpFO� '�� = ' �\�\
! v - Y
�—QLi
z/V
�> _ O /'��� �� \' NEW 325' WIDE STREET o N l�
wo —j Do '' .�' �j- -n�1 \� AND UTILITY EASMENT (n I tiJ�; y
zo /,% OS�9Z; D =n [3„61,8S.lON] �� / ,�,/ FF U _ �Iliv \ \ N [S..6L,8S.lON] N o [3 6118z l00 22. ]
oQ OQ'�1! .� „61,8S.100 7 / _ �I L`t:�JJ \\ \ \\ _ „61,82.100 op Of J 6, `�
T �� Sti ggZ , L-4714.46 00 L8'L LL SE Car. of Tract 2, Cos No. 1215 L S N w
POSED 8- SS MAI tn '' / i NlVk!' SS „8 03SOd021d lJ8 0T
lh
' O
:. n� - ------- - o _-__ ---T------------ ----{ _.--I►k► - - - - - ---w ------ - - - it--- -E�(FS fdFz-1-2-4A-TER i�h�4lf�t L - W
1
-- --- ----
o / J C I v ----
-- - --- --• --
II
4.
c, I -C ao m- --------- Ln U /N �
In N " Ln N N_ 0 A
to
'
z U Y L J E "' o z - �I, ZW line of the NE 1/4, Sec. 1 ::D o
In a Q v w Q y
' Cp
Q w /' I ALL FITTINGS SHALL BE MECH. JOINT INSTALL MEGA-LUG
IJ Q , W / I WITH 3/4'TIE RODS IN EVERY OTHER CONNECTORS AT ALL BENDS l C 11J _ FiM
x o_ o ExiSt�ng 5' wide Street and Utility Easement / 0 AVAILABLE BOLT HOLE NEW SEWER PIPE ( ') UO 0 r C L)
0 d per 8 F 83 / // I '2.65 MIN. TO FIRST JOINT '2.65'MIN. TO FIRST JOINT (n 0 - - a
U C D l ' / I EXISTING D-I.MAIN _ "Af EXISTING D.I.MAIN E _
.1-1 If
S,P BACKFILL WITH
_ (n^ 7 z , i s• / Q c_ I m BEDDING 1 3 w _•_
(�f / �/ 0: MATERIAL
Za- 0 v� � D > �F � ZN ry n �
oww z a� / / S• Q�
Z 5 Q Q p c c 0 �� ' F 1 ` zzs BEND(VP.) N) -
o H — U Q) Q 1 / /' � NOTE: ' C
Q-Q V) Q Q) +' 1 / ` 1 ENCLOSE D.I.P.WATER LINE WITH IF SEWER MAIN SHOULD PASS THROUGH WATER MAIN I ELT N
O POLYETHYLENE ENCASEMENT WATER MAIN SHALL BE RELOCATED AS SHOWN HERE ` C E
Z H-� N- , �' ~ ALL PIPE TO BE DUCTILE IRON NOTE: -
o w F C O (� POLYETHYLENE ENCASEMENT ON ALL DUCTILE jn
W IRON PIPE AND FITTINGS AS SPECIFIED, I X C
I- (� C >' N INSTALL ONE 20 FOOT STICK OF
+J C DIP.CENTERED UNDER THE NOS' W W
Z I,).- IF SEWER MAIN SHOULD PASS THROUGH WATER MAIN
w Q, N 0 SEWER MAIN AND IF WATER MAIN IS RELOCATED
W w C �O ALL SEWER MAIN PIPE SHALL BE SDR-35 PVC
0 o 2 DIP.WATER MAN CROM BELOW NEW SEWER MAN �1
0 I C2 SCALE= NTS CITY OF BOZEMAN STANDARD DRAWING NO.02718-9
CQ 1,6,Oa� S 1V� `' x F'ry0 Gl GO?
5�3 i GR� �k'�Ol`P0 pG� OQ�' ?R' O�'ro``P,LPG .
4 00 LPO,�PG�GI G� /AO lP 0�4 e ' ��PG,PG��.`PG0 c `Lxary�'P�'�1�'a a^FOB O 0
0 �qJ h 5 ox tib a"J,y �}•',�'`'001'��•O a0�` O T00,^J�'�P,P E G`I• "�xo-xa�`T•Q
Ci �!L a` Oy ,0.oO y h ,� 00 �'Vo-1\`L' o- o' xy P2 9 O °I• <c. a Q
A,�`L'.a a�ry�Oa�F•l �i�\�a�'' GP
G
4730
4725 —
i,�_- •pVC SDR-35 SS ® 1.2099.
47P0 PROPOSED-0RAIDE 1 —�6 14 208.4 LF OF 8'
18'MIN. __- 5 55
- __- ----- N __-�15T�����' " pVC SDR
2g6 LF Of 8
FYISMVG 48`t 36'CUP
B WATER MAIN CROSSING
32'LONG
M01�EXISTNG CULIAERT AND REPLACE IWTH
18'MIN.
4I1 132'LONG RCP ARCH CUL4ERT WITH FETY
336 LF OF 8"PVC SDR-35 SS 0 0.729R
SDR-35 SS ®0.885X Drawing Date: 6117102
348 LF OF 8
'PVC
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10400 11+00 12+00 13+00 AB2
(2:)SANITARY SEWER MAIN EXTENSION PLAN & PROFILE AS CONSTRUCTED
C2 SCALE: 1'-50' HORIZONTAL 1"=5' VERTICAL L/Y//M
V�1/ VL #,10261
30' UTILITY EASEMENT SOT 5 Z
3 0 �n INSTALL TEMPORARY TURN AROUND
o 1p in 1� N 30' RADIUS) FOR GRAVEL ACCESS ROAD
O ON N 1-- a _ _-_ �j
O • S
Z N
ro
Sheet 3 0f 6
1 w
�_,NSTALL 12' WI E GRAVEL ESS ROAD
(SEE DETAIL 9, SH 6) ati' 2�p�1p�� ti
7� ^�y�ry�. ,n�
N a. gti �k
OiIf
l, 06
L6 51.ti GRADE
- - — -yam--- PROPOSED W tn 3
y� �v e O r 473
��nNG GR
q e
.-_- L_.. —___.�C1— 1'WATER AND 4"FlRE '!+
SERVICE CROSSINGS
LC)
l� ~W C
N 472
N 15J LF OF 8"PVC SDR-35 SS ®0.817X 276 LF OF 8' PVC SDR-35 SS ®0.801% v `�" W
00 33 LF OF 8"PVC SDR-35 SS 00.407 Z
z
6" SEWER SERVICES _
LT RT 4720 � O
3+02 4+09
4+32 Z c v v
a
� 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 O REMOVE EXISTING CULVERT AND REPLACE 2 SANITARY SEWER MAIN EXTENSION PLAN 8� PROFILE
WITH 36"x58 1/2"x132' LONG RCP ARCH 3 \` _
CULVERT WITH FET'S C3 SCALE: 1"=50' HORIZONTAL 1'=5' VERTICAL 4
01 C1' " \
��� �<� 66'x100' Joint Access Easy
^1< i 30' WIDE UTILITY EASEMENT °� _ per Film 183, Poge :34`
i
LLL0 N i
-
pR_
3AV
SINE 3 b� l�
)� SET��CK� p
B 1/ 1 �y
NOTE: PROVIDE 12' WIDE ALL WEATHER ACCESS ROAD BANK 35 y
S. STREAM `r � �5� �0/M ,l�' pG,PG,
OVER SEWER MAIN (SEE DETAIL 9, SHEET C6)
0 v1jG`
,y.��O;yO�Q' 7 G ti�PI 1,Sx/p1 b1
- O
pIF
1:20`P1 yx6yOa�4a
1"WATER ND 4"FlR£
47J0 ,G,G ti' ,�.ia�7b F - SERNCE R059NG5
Ci, p P�1 IQ'`� ___-� �— ----- I'WATE AND 4"FIRE r l 777
x j yL RC"�P SERNC CROSSINGS v
S ® 1.365%
F 8• PIASDR-35
4725 ?\��y;5� _� - 296 F 0
86 LF OF 8"PVC Al
_ .___---- 176 F OF 8"PI
SDR-35 S O
- ------ 35 SS ®0.94I%
4720 j ------_
------- -- - - j$4 L OF 8"PVC SDR-
SD -35 SS ® 1205% O
471 6" SEWER SERVICES
76'MIN.
12+52+9
;O,D, PCN C'O342 13+86.4
287.18 L OF 8"
PVC SDR-J5 SS ®0.651%
471
Drawing Date: 6/17/02
b
�V
rh ! N r
^+ ! ! ! M ! r Y ! O F ! ! ! ~
y M O Y
0+00 0+50 1+00 1+50 2,00 2+50 J+00 3+50 4+00 4+50 5+00 5+50 6+00 6+.50 7+00 7.50 6+00 9+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 IJ+00 13+50 AB3
SANITARY SEWER MAIN EXTENSION PLAN & PROFILE AS CON9RmUCTED
C3 SCALE' 1'=50' HORIZONTAL 1'=5' VERTICAL 67•7/02 -
-- 00 133HS 33S •3NIlHOiVW 90 1331HIS•338 .3NIlHOiVW 90 133HS 33S 3NI1H0iVW '
\ I �
Z M 61 m
� Z
I AA Z 1 o ►t Sheet 4 o1 6
O + a
\.- N 0 0 v 1 o n a a m rn �voH-
CS
•�� � _ T 1/R/01
\ _ LL'9ZL1 t0'9ZC1• 73 r 73
09+6)A3
11 D o p o a9+a
OS+a.7n3 pj
\ g \\ m
Ln \ \ W 8n!Ir m fh 0}M�n=N p X G cS
L
8
1
m V O
_
°
�Q1NnZ 1 1 1 ee
\ \ 0 2\V 1 I L6'ZL�=73 i 4
1 \ Z 'S' 1 9l'�L[t• 73 L6'ZLY a 73 -
Exi3Un 30' Public Street and Utility Easem nt s ems. 1y1 os•[ a 1 '"a �_ m
Lv g ''-1
\ per \178 Ft' 3331 'ti��
2.5' asm� t must be acquired prior
S� \ to inst'qllatior� of N. 11th Ave. 00\-
is0 r' _ 00+C.70 aa3 + OO+C 00 .x13 O +[
-� ADJUST\HYDRAN•T ELEVATION. SET GRADE LINE �5' ao ^ V►
d pvQ.20' A�OVE TvQP OF CURB.
W
' r ADJUST GR DE RINIG,S ON PRV ACCESS �s+�°
\ TO MATCH R D ELEVATION
50 60' DRAINAGE II 9 z
�W EA EMENT INSTALL C�STANaARD STORM DRAIN INLETS s�o r H A a
W 2x9,bo• rS n
WITH 3� LON \12" RC PIPE @ 0.55% �� �'� g=
8 �
.� moo
f �tb`F--sue
ESN] , I _ _ (ie� \ w a 1 "F. �: o adol�esm o2 1 0 °` o+
(98.� I \ Oi 0- �W \ a L,e `9!r o 1 SSW
z;o 1 SSW 1 S s °a
v v� O Z
g 26.5 LF OF 12" RCP PIPES ® 0.5% SLOPE <x 1� o l� W
J O 0 1z Iz 1F
\ \ \\ U) 1 F
fTl O O '0& 73 O W 1^ 61 > 7 O 00
O 861 4 �7
� OO+S.�t8/On3 + a
r DETENTION POND NO. 1 Iw °°+9 JA e3 + Iw h
U
`\ 00 4:1 SIDE SLOPE rn rn W 1 a� o W Q
\ o X ° 1 �a O w N
,D O 1 e� °O ,,.id° O 1 �n cc < �O a 1 Zn
V
cc
Gi QV� D \, ------ 61 1 Z �tiJy O 1 o^ 0 O
W M dig ,. l 1517;3 `� 8e �tiOd 8
Q .s o �h� m s ;�
4Q Q Z (P�\�d tih I �4' $m J ��' a W u`n o ~ s lJaab n 1 o
��4713.53 coo s s 8 o as li°ab \ �o t 4
/V Ss. \ � �- .M• Co
on. o a. w yr o:
2��� ")j cPa 1jy?!�n 71Nf13 $ �W
00 v`. / a0.W n // SSW u-� �'I �2a,j IS
I (}t m
^� W 00
;ry LOT a
�41' 81,453 Sq u O
Ft cO
�}h�\� L 00-C -73 + •\`��d 0 1 = 73 0 \mod of 0+F =73
1.8699 Acres oo+r a a DO*r Ana oa+r as Z
PT=2+35.2
SS-Y `G LEI cmz v?,,
_ A
xJ 0o r,
r
o Sr,%
�'OiW 0 V
Existing 30' Access and Utility Easement Z o 0
0 0 ! o
�•�ocn`�n o o -(not yet recorded)
32.5' Easment must be acquired prior ab tied n@, rs_
8� p0�i` to installation of N. 11th Ave. o n o s a
016,<A 2c21'A n
"BS 2�ZS' 9� INSTALL CITY STANDARD STORM DRAIN INLETS sr9-PI- a. o
� ss+1 ati3 � '�S�7Std�; rs+1„N3 r`s� �a r O
•9<< WITH 38' LONG 12" RCP PIPE ® 0.55% �� oO k
_ 0.
L u.z z '1
40'x40' DRAINAGE EASEMENT - ' z!. s��ays° \ °tid9! soafs�o��
2 r,, INSTALL 33 LF OF 12" RCP PIPE @ 0.5oJ° ��� ±
K \
DETENTION POND NO. 2 y o h sSW
rI� $ °° 1
4:1 SIDE SLOPE �i,,��\�9 � o� i•,� r
�x+�S _ = o9Lly= 73_o Drawing Date: 6/17/02
0
�� O 1 16'0-0 =73 +
INSTALL NEW STOP AND STREET SIGN oo+o ane o+ *o�^g o
AS PER C.O.B. STD. DWG. NO. 09810-1 \
C AB4
INSTALL 24"x70' LONG RCP CUL RT ��-ti'.
^O'1
\ � S ^ ^ ^ O^ ^ ^ b Y •f V ? Y O F > O
EXIST CULVERT';
��' #002611
N _ LOT5Cn 1
IN in "- _ ===I===�-_ -j
or I Ln 201,348 Sq Ft 1 1
I I
I I N � �1 "
o
N 223 Acres
I I 4.6 1 l
[3 6L,K.LON]
o 100 CZ,2Z, a6oa `2�l
�a L6'SIt, aed ;uauaso� !oM Pcob— I � Sheet 5 of s
C4
p
21 e 1 O t, - 400.rz Ito . ,iuo.
—07
a� `52i2 o
PROPOSED 8" SS MAIN re49z i— �
u — - - - �3 '
Future North 11th Street
. L
Ln
TT7��pV BENCHMARK:4740 OT % HYDRANT 109 0 �
Existing 32.5' wide Street and Utility �CITYAOFNBOZEMAN DATUM) I C 1/4 Car. W� 3
Easement per Film 98, Page 101 ( 100W Sec. 1, T. 2 S., R. 5 E. J
EDGE OF NEW PAVING (15:1 TAPER) Fnd Brass Cap in Monument Box
INSTALL NEW STOP AND STREET SIGN STA. 28+81.71
AS PER C.O.B. STD. DWG. NO. 09810-/ MONTANA STATE HIGHWAY �j 2
�ry PROJECT 1299(2)
INSTALL GEOTEXTILE ABOVE SUBGRADE WITH 16" OF PIT RUN 7�
�/ nbx6 ,*b1 SW Cor. of Block 3, TANGE'S SUBDIVISIO
EXISTING 10' UTILITY EASEMENT W
4740 (U/G-ELEC, GAS, TELE AND CATV)
66'_�100 Joint.
ntix eb1� Access 'lya�ement
__J� 4735 7 / per-- T�183, Page 345
IV i..b^ry1 1.969 ----------- a97.,S 1.18
- -(W' 6b'bLL IE�w 1.142% X09 3131 I
I = - n 47J0 — m — �-Igy+lE O
w 1.219 Y^ �^ -��_ -- - ---- - --R i3- - C 331
wc�
In
°W 200'lam' W W / -_ -------- ---
_—_---
w PO STA:-15+50 - -_ 472$ ///�" / (n 10, LC
I _j P11 EL. .47J4.8J / /
= EL. -47J5.09
I qb0 472o P�O��' 31' WIDE UTILITY EASEMENT
!1+00 12+00 13+00 14+00 15+00 16+00 -
ROAD PLAN & PROFILE bx��ti�� �J5 GJ bb L_n N Q
C5 O O
SCALE: 1"=50' HORIZONTAL 1"=5' VERTICAL n 0Q'O 960?P P4bA \ p0
1 6 ,yy QOQJ �-- -
n6 GJ O� 4740 % 1
�"�?gip. Q•vQ-nPi cD
300% '�. �,` ;aOPQ-P O`L1 N Jy'IPOPy�" '.PQP���` ��//�■�--------
I -- -- -J i 4735Gcc Q• O alp' 1'� ,p\�OGk- 09'
e CS Q
V 1.96% PQ aQ x'S�Py y10' PO'F" Q. 00
G b �4 5 �Q'OPGF-00�0,�07 Q, qP 1P 0
Q� O �� O 6� d• Ob0' 1 .a�,�j• SyVo
w
W 1.142 — xy �yP +y0��`a OHO t10'
I — -- 0
: w 1.219% e 0gt0
Uj
(0 4740
W 200'VC
■ W
i Z - PN STA. -15+50 472$
J PW£L. - 47J4.64
= EL. -4734.90
/ EXISTING AND PROPOSED GRADE
4735
I bP 2 C/TY F £ WATERMAN
DEPT.L W1LL MAKE AND
4720 _/ 2 TEST 11E TAP AT THE
12+00 IJ+00 14+00 15+00 16+00 ;,Q0 a1�1 ^� ;� OWNERS EXPENSE rTl
nRIGHT CURB PROFILE ^6x G�ry�OJ OJ O V O 435 LF OF 8"CLASS 51 DIP WATER MAIN 4730
CS SCALE 1"=50'HORIZONTAL 1"=5' VERTICAL G d�-'PP P�a1
Oho xtoo,ti� �00Jo
4740 O
4725
S
/ 3
4 735 3 -
' v vi v ui ui
LLJ
N o e 4730
■ 1.219% +n en
■ W _ 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+.::
■��` m W 200'W W W 4 WATER MAIN PLAN & PROFILE Drawing Date: 6117102
■ Z - - PW STA.-15.50 4725 C5 SCALE: 1"=50' HORIZONTAL 1"=5' VERTICAL
' J PW EL. -47J464
= EL -4734.90
• H
AB54720
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 AS
3 LEFT CURB PROFILE t� CONSTRU
6/17/02
CS SCALE: 1"=50' HORIZONTAL 1"=5' VERTICAL
INLET CASTING NEENAH R-3067
OR IFCO 515-7 -24"
NORTH ELEVENTH AVQR� 9 5
R/W I ,!w B'FLAT SLAB COVER WITH OPENING 2" oolsgwy;10 n� wA
32`. - - 5_5 -
REINFORCING AS PER STD.DWG-N0.02722-2
_ 21' 2T y TOPSOIL• .YR 4
1 __ - -- ---t� t�-� � 4'CIA.PRECAST REINFORCED CONCRETE
R/W V'�AQrJ7i$LOPE 3x SLOPE 1/{•/FT N WE'S MANHOLE ANO BASE PER C.O.B.STD.DWG.NO.02722-2 (�) 4"R trot',1o•L
4 :?AK STREET O LINE SIDEWALK ALl( SET VERTICALLY OVER EXISTING RCP ARCH CULVERT lir Wap[ t.5" V
39'
m COMPACTED SUB 2 • • < a... • 1
!I�- ------ 3"ASPHALTT CONCRETE 3"RSE Oi 1 1�2"MINUS GRAVEL CUT 24'DIA.HOLE THROUGH EXISTING - —
2"MINUS
5 5 1 t6AMEL �N INSTALLED FROM BASE
AND GUTTER R PLACE CRE E OVER
JOIN WALL AND EXIST PIPE f 9_____ ,•_Iy...:i, +1 r
6 P
—-- -----
SE
(GpR 1OB PI NR 1'-0'DIA. d•• • • , Sheet 6 Of s
CHIP SEAL REO'D TO FA
MATCH 4+50 TO STA 12,85) _. -
MATCH EXISTING ROAD {.6'(0.40)NOT PLANT MIX ASPHALT
SSE IED 2 LATEX CO I CONCRETE SURFACE PLANT
MIX.TYPE T 1 1 GEOI TILE FABRIC
MODIFIED SEAL COAT / /FT CR'JSHh-D CRAVE[ C.3Q L00
WITH CRUSHED TOP. E%ISDNG PAVING (2 UFTS)PENETRATION GRADE 120 150 2S SLOPE NOTES: —EXISTING 16"RCP CULVERT MIN
c CI
SURFACING TYPE'B ____ __ ___ ___� SIDEWALK .M4xr 3- FERTR AS PER C.O.B.SPEC 02528
SIDEILIZING
PER C.O.B.EO N1. INTEGRAL CURB AND AM D ING ON WG.
C.O.B.
2529-10 L AREAS AND2J2529'11. 2• 2•� �e AS REGViRED �
EXISTING BASE AND SUBBASE CWRSE. CURB AND WTTER PROPERTY 510E OF SIDEWALK) 'a
ADD COMPACTED 1'MINUS GRANULAR MATERIAI ( T%� I ' - - w a`
{. GEOTEXTILE FABRIC WILL BE USED DEPENDING ON SITE _�� -------- ? pG} �L
COMPACT FILL MATERIAL TO AT CONDITION$AS REWIRED BY ENGINEER. _ _ ►� B a,
LEAST 95x a OPTIMUM DENSITY
COMPACTED SUBGRADE
PAVED STREET SECTION OAK STREET n PAVED STREET SECTION - NORTH ELEVENTH AVENUE I idle dr «.r. .m didn conform I.ee<hdn 022M(M.P.W Spec,..1996 W.) W N
5 2. Contmctmn;Dint,,null see<pldced df 10'mt—1,and,non Mve o minimum III or 31C and minimum,lath o1 11ir
C6 - C6 SCALE: NTS CURB INLET DETAIL 3. ,7r.rh,i,h;dml mat non 6.pId<.e.,do PG.,.PT... eb Mem,dhd dt hat mm.than 300 im., ,. Tn. }�1
SCALE: NTS 8 ..Pdn,idn mobnoi,na11..lend through the fell depth of the<ero and 9en... yz
4. No—and gutter snob W pbcad ell
a final form inspection h the City Engineer or hi,rappeentutive.
5. Concrete,null he Clap 4-4000. rn L < \
C6 NTS C.O.B. STD.DWG.N0.02721-2B 6. C.o,n,d gravel hop III mat the.eguirem.nh w salon 02235(MM SPECS.1996 ee.) For<—d-
o °Y �
C putter reacement projel-el ro<A rZ De used for the gravel
6 6 2 CONCRETE CURB AND GUTTER DETAIL_ v
n GRgD 2% SLOPE 2%SLOPE PDV- C6 SCALE: NTS C O.B. STD. DWG. NO. 02528-1
17
o LOT 5 01 VARIESPR\ES V
U QO
am el 201,348 Sq Ft/ 3" of 1 1/2" MINus
GRAVEL BASE COARSE W
mo 4.6223 Acre 9" OF 6" PIT RUN W
oz 15 I GRAVEL BASE COARSE ^
¢o 1 COMPACTED SUBGRADE F=••1 O
COMMON ACCESS POINT GRATEsLOT vnOTH= 4.15'POND 1
IFOC/ w 9 0.0'BELOW 714 O BERM ELEVATION M I
io SET "MAG" �1GRAVEL SEWER ACCESS ROAD 4.14"POND 2 IC��yyy
a ai a INSTALL STD. APPROACH PER A/
v~ici / N� C.O.B. STD. DWG. NO. 02529-11A C6 SCALE: NTS BERM O
Z U \ TOP POND
z NSTALL W9-2, 36"X36" FABRICATED STEEL H
INSTALL CITY STANDARD
30
�F o LANE ENDS MERGE LEFT SIGN INLET GRATE
PEDESTRIAN RAMPS (TYP.)
16 1 N a o SAWCUT MATING EDGE OF EXISTING ASPHALT
NE 0.5' NORTH AT ALL EDGES TO BE PAVED �� o W
NO PARING SIGNS PER CITY STANDARD ATCH EXISTING CURB AND GUTTERPOND OUTLET PIPEBENCHMARK: 3 TYP.) o �\TOP REVOLVING NUT OF HYDRANT R=25' + NEW 5' CONCRETE SIDEWALK \;, CONTINUE NEW 4" WHITE EDGE STRIPE A N. 7TH AVE.
ELEVATION=4740.00 FEET OBLITERATE EXISTING 4 EDGE STRIPE BACK TO N. 7TH AVE. BOT POND PRovDE RIP RAP
(CITY OF BOZEMAN DATUM) R�W PnR W = A 't5w A-15' `` AT ALL PIPE OUTLETS
ONTINUE NEW SKIP LINE TO N. 7TH AVE.Z(INSTALIL
--- -- ---- R/W TO DITCH
EDGE OF NEW PAVING 15:1 T
AVIN� �1 Ln 36"01A. 4"THICK PRECAST CONCRETE
-- — PROVIDE LANE STRIPING -
S STA. 34+00,47 aa"oiA
> F wJ OOck ASte e t POND N0. 1 8 N0. 2 OUTLET DETAIL
_
O
---_- LO - - - C6 SCALE: NTS ''^^
--_ -__- L Vl
R/W ____ ___________ _ Y` R/1/11 1 INLET CASTING From.and<d..r a be.rtner Gdlyd No.52H 1,MCI 305 nom<,
NEW 4" WHITE EDGE STRIPE 3o5A o...o.IFco nz rmm.,m-B<dher.cd.,.hall nd.<
TAPER TO MATCH EXISTING } I NEENAH 515-7 �r r pbn noM..
OR IFCO 515-7
C
L STA. 28+81.71 INSTALL STORM DRAIN NLL7' PARK AdimMOM. -rq. WTEpNI pint.net—m nnae 9ea^1pl,T mooh-ring n
`IJ FLAT TOP 7 Y udn m e d ape to do pb n" I
MONTANA STATE HIGHWAY SEE DETAIL 6 I •Hight Jd—omil mote wl.ne e,aim o-NeK m pull
fm all jolnl,•,<epl DN•Nn peer qpa and monMl•.all.
A c6 A F E
-_ 4' -
2 SQUARE
PROJ
ECT 1299 2) 6' - 2-
4 g�J O
16-0
P (
OPENING
1Lj. 5 5 ♦0 O
-�
Pre<o,t 'nforc•�conc�w,manM1ON np
«M acunfric top nulI C-7
S gnol.nseP.a< <ordgn<e•nn ASIM aoianation c-17e. ICl
NOW
NE STRIPING, AND EDGE MARKINGS WALL CONSIST OF 1�,51-1
J`LATEX BASED WICK DRY HIGHWAY PAINT P J 6 ti' G 36" R.C.P.
(COLUMBIA OR SHERWIN WILLIAMS) ?G+� KPb9 b1y �C'o}b than Ir.wY V,spdnl9..LANE STRIPES 'WILL BE 4" WIDE AND 10' LONG � O`Je00 0`��a b° �as�y$ +, ASTM C-76- l
WITH 30' GAPS CLASS 2 ° ~""M v
vpMr tan vr.
RN1 a-the'n-
47 W
IT
11 0 OrL - .� C s -e1w T
a
tiy J��a� OP�0• CkP?O S 6 A�At�; s _�
K
w"rr awen.ps
b•y�pC49 Y£RI)CAC CURVE BLOCK OUT FOR
4745
O
,L% ENDS AT-1.389A INLET PIPE s cndnn.I.dio.01 pipe
Q J,yk1 � V�2� 1 ��J�FSc' �4 GRADE O 57A 38+50 U
y �' 4��0 O QS ,-- Pr.c":dr Poured..n-gale Dap.
,yA OG4. _ _ f P ee no lh,l-pipe;s
GRADE a74G'
PROPOSED t lk ls, _ s-4'eta,
------_,_ _ 5~P4 J -
-0419X �- PAVlNG '
---------_-
EXIS77NO GRADE
Imaene�. -^I
si-etEXISRNG 18"RCP CULVERT 4 735
N.
FL-32.42 O CATCH BASIN \ �' NOTE St d o 1
� t m
ir
INSTALL CURB INLET
SEE DETAIL B.SHEET C6 Drawing Date: 6117102
473e
SECTION A A
400' VERTICAL CURVE 500' VER77CAL CURVE
�1 SANITARY SEWER MANHOLE
6" PRECAST BASE C4 SCALE NTS C.O.B. STD. DWG. N0. 02722-1
4 725
29+00 30+00 3l+00 J2+00 33+00 34+00 35+00 J5+80 C.
nTOP OF CURB PLAN AND PROFILE , 361 STANDARD STORM DRAIN INLET M CONSTRUCTED
C6 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) C6 SCALE'. NTS C.O.B. STD. DWG. NO. 02721-2, DEC. 1999 6/1//02