HomeMy WebLinkAboutKBMN Subdivision K B M N SUBDIVISION
WATER, AND SEWER PLANS
CITY OF BOZFMAN, GALLATIN COUNTY, MONTANA
9.5' 11' —9.5'
I I I
I
I
RIGHT—OF—WAY RIGHT—OF—WAY VAIRES
9.5, 9.5, LOT 5 LIGHT
I GENERAL NOTES
0'- ° I 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS,
LOT 4 I AND THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS),
3 i 3rd EDITION, INCLUDING ADDENDUM #1, DATED AUGUST, 1991, AND
THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS.
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND
ACCESS k UTILITY I I SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN
EASEMENT I APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN
_ _ PROPOSED WATER MAIN I I ENGINEERING DEPARTMENT.
o 3. AT LEAST 2 DAYS PRIOR TO THE PRE-CONSTRUCTION MEETING, THE
BACK OF CURB k GUTTER ------ --- CONTRACTOR SHALL SUBMIT TO THE CITY OF BOZEMAN AND THE ENGINEER,
BACK of CURB x GUTTER Fio'uriun i } I WORKING DRAWINGS, SPECIFICATIONS SHEETS, ETC., FOR ALL EQUIPMENT AND
�\� I _ k LANDSCAPEI = MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE
I V z.(--' -- �t I EASEMENT I I WITHOUT THE PRIOR APPROVAL OF ALL EQUIPMENT AND MATERIALS BY
?� I I vi I THE CITY OF BOZEMAN,
417
T�� 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED
`'1 I i .. i UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION.
0-- _-} I I 5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT
I I I LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION.
20'UTILITY EASEMENT i i i_ __ j 6. MINIMUM COVER OVER ALL WATER MAINS SHALL BE 6.5 FEET.
i I I A MINIMUM VERTICAL SEPARATION OF 1.5 FEET, AND HORIZONTAL
I i i SEPARATION OF 10.0 FEET SHALL BE MAINTAINED BETWEEN
I Z I ALL WATER AND SEWER MAINS.
ACCESS AND I I i I 7, TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE
UTILITY EASEMENT i i a I DISCRETION OF THE CONTRACTOR.
'3m J i LOT 1 i i i I 8. TRENCH BACFILL SHALL BE TYPE A .
I n i 9. BENCHMARK: NW BOLT ON BONNET OF FIRE HYDRANT AT THE
a LOT 3 LOT 2 i I I NORTHWEST CORNER OF N. 7th AVE. AND MANDEVILLE LANE.
o i ' I ELEV. = 4727.71
�-f- 10. ALL ELEVATIONS, GRADES, AND DISTANCES SHOWN ON THE
IENO PA DRIVE I <I Z II STREET GRADES FOR FLORA LANE ARE TO THE TOP BACK
y, AND PARKING ___� a:1
PROPOSED WJA
-------------� iOF THE CURB.
AND SEWER VAIRES 9.5' -------------------
GRIFFIN DRIVE
_ _______________________________________________gSg________ w —' _ _______�
®— LANE ------------------- 12w-- --_—_-->'
.. MANDEVILLE __—--.---- SE COR.SEC.36
. - -- ——— EDGE OF EXISTING I i
GRAVEL ROAD j
I I
I pa I I
I CYO I �
AS—BUILT DRAWING
UNLESS SIGNED,SEALED,AND DATED,
THIS IS A PRELIMINARY DRAWING.
Prepared By
Rocky Mountain Engineers
1700 W. Koch, Suite 7, Bozeman, Montana 59715
(406)586-4859
DATE 9/20/D6 Fi Et \574TRAV.DWG
SHEET 2 OF 2
I
STA 4+28- CONNECTED TO 1 O
B"SS LINE INSTALLED I
S 89V1'09'E BY OTHERS i
DETAIL — BASE FOR MANHOLE ##1
II II 30
9.5' 11' 9.5' I 1 I I
,I 11 I i 3
TOP OF SHELF O ELF':.OF , I ii ii i 173.20'i a0
TOP OF e'PIPE REMOVE EXISTING SHELF ON II II
ROTATE CONE AND BARREL NORTH SIDE OF EXISTING MANHOLE I II II LOT 5 1
REFORM WITH CHANNEL FOR II 11 STA 4+OO.D-INSTALL MANHOLE/2
SOUTHQ THAT SIDE. ADDPS ARE ONSTEPS AS 8'PIPE FROM THE NORTH II li LIGHT STREET
NECESSARY IN BOTTOM SECTION. WATER STOP . 0' 11 VAIRES 4I
11 , SEWER SERVICE I
SLOPE ^
1'PER FT. I 3 LOT 4 f(TYPICAL OF 3)
II SS I � �
II m
.! 8'PIPE 11 II I 3
i
0.2' II li n ACCESS rk UTILITY I
6 I II 1i EASEMENT = 1
H4 rig MAKE OPENING IN NORTH SIDE II 11
II II N 1 !n I
_ 1 D EXISTING MANHOLE FOR
NEW B'SANITARY SEWER. A
__GROUTBETWEEN PIPE AND MAN- ii 11 HOLE AND AROUND PIPE OUTSIDE 11 10 UTILITY 1 ;OF MANHOLE. 11 -- �}t-I�EASEMENTLANDSCAPE1` r W 0 25 50 100
$ I�CURVE CHANNEL IN THE $ H II 20'UTILITY EASEMENTSCALE: 1 =50DIRECTION OF FLOW IN II 11 ao I -------I
THE EXISTING 8'PIPE I I 1 i 1I4" SEWER SERVICE STATIONING
I IACCESSAUTILITYVAIRES { wSTA. 0+41 27.5' LT.
EASEMENT9.5' I I O I z 1 STA. 2+54 23.5' lT.
LOT I � STA. 3+25 9.5' RT.
ZLOT 3 LOT 2 XISTIND PARKING I ;
in
3 I�' 01 I m IL �p 1
I1 ii I W I i I I I
J
II II PROPOSED SEWER
it AND WATER MAINS ----
u C I I I AS—BUILT DRAWING
PLAN VIEW I ii 11 FUTURE CURB AND GUTTER SS 11 \ I
II it S B9'19'24'W __ Rocky Mountain Engineers
__————_ }IA
��— ------ -- ------ -------->_--- -- Suite 7 Bozeman Montana 59715
G
— � I � GRIFFIN DRIVE t'• �
__�_-----------G -------
0—_------- 8'SS---�
_ _
8•S5__------- RIM 16. �___ ��_ _ _ —
7700 W.Koch$t
59
T RIM-24.2 MANDEVILLE LANE INV —— _ __ — ' PROJECT:
S 1/4 COR.SEC.36 INV --------- — -- ------_L 12'W,= ___� - SE CORE SEC.36 ° SEWER MAIN EXTENSION
-—__— ——— i' __ ' O6 4KBMN SUBDIVISION
p q 588
r +
B'O
END.ALUM.CAP J------- _ — .
r
r
1, _ _ _ — .Fr-.
_-_ EDGE OF EXISTING i Ir s-1u c DESIGN BY: DATE: DRAWN BY: DATE:
GRAVEL ROAD 1 I "'.;fN;IN•"' R.M.C. 7-21-94 A.H. 7-28-94
I
REMSIONS: DATE: CHECKED BY: DATE:
,y P� STA 0+00-EXISTING MANHOLE p7 I i R.H.C. 1t-7-9a
I �� SEE DETAIL THIS SHEET
A.O.R. 02-06-95
A.O.R. 03-22-95
AS-OLT 09-20-95
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In
on
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ia
616
io
a F�
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a o w ♦~° cN 4730
FINISHED GRADE PROFILE a i"
a ?$ �?
1v s» n-
4725
EXISTING GROUND PROFRE
472/1 I _ 4720
28.00 L.F.
400.00 LF. B'PVC O 0,40% g'pVC
O 0,40%
4715 4715
EXISTING GROUND ELEVATIONS
al
0+00 1+00 2+00 3-00 4+00
OArU 3/Z7/95 %Ex \574TRAV.OWG
G I I ti +y9\�� I
STA 4+11.29-CONNECTED TO 8•WA SHEET 1 OF ]
'�
LINE TO NORTH-INSTALLED BY OTHERSTER �"0J
S 89'41'09•E i I
I
it STA 4+45-CONNECTED TO 6•WATER 0
UNE TO NORTH-INSTALLED BY OTHERS 9.5' 11' 9.5, I
STA 3+91.29-INSTALL 8'X 6•TEE, li II j I 3
27 L.F.6'D.I.PIPE,AND FIRE HYDRANT II II
W/AUX.VALVE ASSEMBLY(W/THRUST BLOCKS ii II STA 3+47.37-INSTALL 6'%6'TEE, 173.20'I
AS SPECIFIED) I II II 9.5 L.F.6'D.I.PIPE,AND FIRE HYDRANT
it W/AUX.VALVE ASSEMBLY(W/THRUST BLOCKS LOT 5
u li AS SPECIFIED) STREET
0'
II II VAIRES LIGHT
I1��TII� 'I LOT 4
I
II II 9.5' 9.5,
u u I I
1 1
I I
I
2STA 3+42.37-INSTALL 6•GATE VALVE, L
II II VALVE BOX AND THRUST BLOCK. °D
II II 4' ACCESS h UTILITY
li
3 II R EASEMENT
n I o WATER SERVICE STATIONING
II B" MAIN IN FLORA LANE
'&_- uri I r
II II I - lANDSCAPEI 3 I == i STA. 0+98 (35' RT.) 1-1/2" SERVICE LINE
�1'-- `�i EASEMENT I N STA. 3+03 (35' RT.) 1-1/2" SERVICE LINE
vi u
- I �� 1`7� �`' `'G I v ' 6" MAIN ON EAST SIDE OF LOT 2 &4
+J� I 0 25 50 t00
0
u uw I ) 1,` 0 --� In i STA. 1+45 (9.5' LT.) 1-1/2" SERVICE LINE
I i STA. 3+86 (21.1' RT,) 1" SERVICE LINE SCALE: 1"=50'
II w II N 20'UTILITY EASEMENT
H Z II -------
I Q I I I
N I ii J ii g VAIRES I i Z
' i i I
j ACCESS 8 UTILITY I I I I 3
r l �I b O li EASEMENT I I Q
g ii I` ii I LOT 1
II m
II II LOT 3 LOT 2 n
I I I II
II I i i � li zg
' II /
II WATER SERVICE LOCATION EXISTING DRIVE
SOLID SLEEVE FUTURE CURB AND GUTTER i ii (TYPICAL OF 4) STA 0+ - INSTALLED AND PARKING _ ' i Z
II In �11 N
II li i0 I •_i G
STA 0+10-INSTALLED SOLID SLEEVE
II II i OI III m �__�
II STA 0+07 -INSTALL TEMPORARY TAP FOR STA 0+01 -INSTALL TEMPORARY TAP FOR o I •--------
STA 0+00-REMOVE THRUST BLOCK. II �i AIR RELEASE,REPLACE TAP W/PLUG AFTER PROPOSED SEWER - AIR RELEASE,REPLA
EXI CE TAP W LUG AFTER
CONNECT TO EXISTING 8'GATE VALVE. I LINE HAS PASSED PRESSURE TEST, gryp WATER MAINS wl ' AS—BUILT DRAWING
STING VALVE MUST BE PRESSURE
LINE HAS PASSED PRESSURE TEST. `
TESTED PRIOR TO EXTENSION OF WATER ii I 'I --
MAIN. I II S 8919'24'W /��
II II M TB M... -___ ____________
I `. s.a e.
_ ______v== -
h-------------------------------------------------------------- -- } _ _ ram: ".::A.::.', Rocky Mountain Engineers
I r______________� GRIFFIN DRIVE Suite 7 B t 59715
e'S5 W__ —__— —_---__ '•�•••R_________________p______________________G_____________ -Vn— Av>'�'I .. ul a Bozeman.Montana
1 _________________________ ------ I (406 W.Koch 9 M
I __________________________________8•$$__________________ _ _ _ fi 4
®__ _
S 1/4 COR.SEC.36 I MANDEVILLE LANE - J------' �•.— PROJECT: SUBDIVISION
' ____12'W_____________________ ... ({" ' ,.• .` KBMN
END.ALUM.CAP --- -------------------- ---- - SE COR.SEC. 36 .... WATER MAINS
i
___________J_____________�.___12•W______________ i •_
--- EDGE OF EXISTING
S� P
_ __ ___ T GRAVEL ROAD I -.. •';3;.z
_—
--_-I------------------� S 89,08,00,W I I
-- I '•:' DESIGN BY: DATE: DRAWN BY: DATE:
STA 0+00 CONNECT TO E%ISTINC i I ••"''1;'�',�;`.I��V�
y 12'WATER MAIN WITH 6'TAPPING SLEEVE R.H.C. 7-21-94 A.H. 7-28-94
�6 l^ I ,�? AND VALVE. INSTALL THRUST BLOCK AND VALVE BOX. REVISIONS: DATE: CHECKED BY: DATE:
R.H.C. 11-7-94
O O I �4. THE CITY OF BOZEMAN WILL MAKE THE ACTUAL TAP AT ' p.S.R. 0}- -g5
TAPPTHE ING TEE ANDERS
VA ONCE CONTRACTOR HAS INSTALLED 03-ZP-Y AS_BLT 09-20-85
71
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NZ V�� ZKQ Z> IU I O�o UO
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ri�aw o n4X�.�+ +Ija +� +0 U
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mn3a y� N�o H<� N9i r� ah\In -w
ina V'i - -< -' N3 in o.3< 0ZD
0 I��IJJ
p N 0
U +V< +
oaa 0
4730, 473C
FINISHED GRADE PROFILE
FINISHED GRADE PROFILE
4725 4725 4725 4725 4725. - _ _ 4725
EXISTING 12 t---------________ _-___
__-_-_
A MAIN TAP�DRAIR RELEASE
\\\y` EXISTING GROUND PROFILE 6.5'MIN.
COVER(TYP)
4720 '--- --------- 4/20 9720 4720 4720 4720
EXISTING GROUND PROFILE
445 I__
_-TAP FOR AIR RELEASE 6.5'MIN. �! c CLASS 5.
COVER(TYP) Q \ OI MAN
EXISTING 8'/� 18"MIN.SEPARATION
SANITARY
4715 4715 4715 4715 4715.SEWER MAIN 47'5
:tI,28 L.F.,8"CLASS 51,D.I. WATER MAIN
4710 4710 4710 4710 4710. 4710
FLORA LANE WATER PROFILE WATER PROFILE ALONG
EXISTING GROUND ELEVATIONS EXISTING GROUND ELEVATIONS EAST SIDE OF LOTS 2 & 4
0+00 1+000+00 0+00 1+00 2+00 3+00 4+00
DATE: 91,72DI W Rd: \,574TRAV.DWG