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LEGEND
�O -------OHE- E7SISIINCt PROPO«D
BENCHMARK: FIRE HYDRANT AT THE NW CORNER EDGE of pSPHAL7 WATER MAIN �w—
OF CURTISS AND GOLF WAY. ELEV. = 4842.80, O~ \7 ' ,yI // / \
CITY OF BOZEMAN DATUM. I i/ ��' / \ \ �jYO J U / //I '/ /y/ \ -/// /// \1 !/ \ \ \\ f FENCE —X— - WATER SERVICE
C S FIRE HYDRANI
_ OVERHEAD ELECTRIC GATE VALVE
SEWER
/ /3 • ��, - ` - - / / // !' /%I� - 1' \ \` `\\ CURB&GUTTER METER VAULT
� � � \� + TELEPHONE --UG-FIBER--
1'SERVICE TO -- !- /y / I I/ J // // \ \
LINCILEY CENTER. � \` \f EDGE OF ASPHALT —6'w—
V/I ! /` / / c,'Y• I i \\\\ \ ry \\ DITCH �-
I
I --———
1 \ \\
ARROW BOLT \\ \
ELEV. 4855.13' \}/ ` \ STAR.6+78.33 INSTALLED 8'
----- FL.xM\ \\} MEGA)LUG RESTRAINTSD ON
_
s)7-OT-1 - ' STA.6+57 INSTALLED \\ X
d��REMOVE @-RESET CEMETARSY SHOP.TO / ! _ I / l _ '` -
-8ia1T BEND WI
/• Q - SIGN WAY \ \ ` c \ ! -_ NTH v `` STA 6FL0 INSTALLED
ut k \ ^ \ \\\ \\ \ �\ I,-- _ MEGA-LUG RESYRAMTS�. � e'z6'FL TEE NTH FL.
��_►� _ — ___ y - - y CAP SOUTH, AND 6'
_w- �- w i� __ _ w_ -_ w���w \\\` w �_ --w �w—_— — —= -its— — — _—} ; / -- A `I wirrM MEc�AP ADAPTER wEsr
- -- ---UG FIBER_ --- �-_ T�1G FIEF _ J LL -W 't ! / RESTRAINTS.
/ ---- ---_- 2.5 ---_� 23.1% _ _ ---- - -- _ __ FIB --- -_-
�'II -� - _ _�' 233_ x
Ry / ogpo-oom E T po^^^�^�o� - nc�r,^^ -nB boo oo0'00�0000000 0000 000 oov S0000 �+*,T no ova 000go �o.nsoo8000000000000000 oao 0000�o�-
/ STA.0+48 CONNECT TO `l -- _
EXISTING WATER MAIN. __��'
J / INSTALL 6'FL%MJ G.V. 5. STA 7+02 INSTALLED r X' �G FIBER
W/V.B. AND 6"%8�FL STA.0+96 INSTALL 8' DEFLECT PIPE TO MAINTAIN 5' STA. 5+70 INSTALLED 8'%6� METER VAULT(SEE
TEE,6'LEAD PIPE, AUXILIARY/ 0 %MJ REDUCER. 221'BEND W/7.8. FROM EDGE OF PAVEMENT, DETAIL) _ --- _
VALVE,&FIRE HYDRANT STA 7+12 METER VAULT � -
I (� ASSEMBLY, 42'LEFT. OUTLET --'-
/ \ &T 1�I WASTER SERVICE NTH CURB INSTALLED MEGA-LUG \
BO%. SEE DETAIL,SHEET 2. RESTRAINT ON TEE AND
O HYDRANT,GRIP JOINTS ON
f LEAD PIPE. >- STA. 7+36.40 REMOVED
EXISTING VALVE,CONNECTED
TO EXISTING MAIN WITH 6'
g 2 - G.V. W/V.B. USED
SMITHI-BLAUh I TO
CONNECT TIO EXSTI GR AC
/ PIPE.
> j �i>
� m o
cai W
� ALL BACKFILI SHALL BE TYPE A
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Az 1. ------ -------- 5
z� m
F -
r 6
7 .5'MIN �-_-EXISTING 6'AC PIPE
----_-- _-----�l-
6.8' Li
6.5'MIN
INSTALL 642 LF OF 8'CL 51 DI PIPE
INSTALL 56.4 LF OF 6"CL
51 DI PIPE, RESTRAINED
ALL JOINTS FROM TEE TO
CONNECTION TO EXISTNG
MAIN.
L SEE CONNECTION
DETAIL GOLF WAY
6'XB' RECORD DRAWING _ WATER MAIN EXTENTION
6'VALVE INCREASER-y7' 7p PUSH-ON JOINT j'DECEMBER 2006 "-..�,'...
--- � lip 1.5'SPODE 1,5'SPOOL BOZEMAN, MONTANA 8'O.IA, T J
URpwT'k
PROJECT: GOLF WAY
THE CITY OF BOZEMAN FILE NO.: -
EGALUG RESTRAINTS sf 'PtT;5Tt5�2';�. Ry 'y SURVEYED: RME, PLLC
., - 7 ENGINEERING DEPARTMENT
CONNECTION DETAIL ry..,,, A DESIGN: AK
� '-.-< 20 OLIVE - APPROVE: RJM
0+00 N.T.S. •i BOZEMAN, MONTANA0597071'T2 0 DATE: JULY 2005
1,00 2+00 3+00 4+00 5+00 �'r�Nrm.Boa PHONE: (406) 582-2280•FAX: (406) 582-2263 REVISED: TFEoB 15S2006S
kg' 9'-0"I.D. L 6 -T
-,(
- I
SUMP 2'-6"
I I I I
I I �ac I
I I o I 24'OPENING
in
>
TOP VIEW Y o Y a I r w o I GENERAL NOTES
IA
a 3'-0'
I O I 1 p I fm 4 U 1• , -I 1. All construction work on this project shall be completed in accordance with Montana Public Works Standard
e I m in I N a Imo>I Specifications,Fifth Edition,March, 2003,and the City of Bozeman modifications to MPWSS 5th edition dated March
1 1 I 1 I 2004.with Addendum No. 1,and the project specifications.
210 Water Main Pipe Material shall be as specified on the plans. All water mans shall be installed with a minimum
OO c ver of 6.5 feel with e t to finished de or culvert invert. If 6.5'bur t be obtained.adequate
f� r spec grade y canna
insulation shall be provided, main ewer 1 I I 3.Maintain 18"(verL)separation between all water m and all s main. Maintain 10"(honz.)separation
6"DIA Z-LOK I I runs\ 1 GASKET(TYP.) 1 I I I 2 6" between parallel ru of all water and sewer mains.
4. The Contractor shall restore all roadway surfaces with appropriate patching as determined by Owner and the
I I I Engineer.
I 5. The location,depth and size of existing utilities shown o,these plans are approximate. The Contractor shall field
\ IFCO 828 FRAME AND verify the existence.location,depth,size,line and grade of existing utilities connections prior to construction. The
COVER -GASKETED Controc tar sholl be solely responsible for any damage to the existing tacit hies due to failure to locate or provide
TOP HALF OF VAULT I I I AND BOLT DOWN. proper protection when location is known.
INSULATED - 2"MIN- FINISH
OHF'- -- - GRADE 6. The Contractor shall adjust all valve boxes.curb boxes,and manholes to final grade upon completion of all
construction- Any boxes o manholes damaged or otherwise disturbed by the Contractor or any subcontractor shall
1 t'SERVICE TO Q 2 I 8 be repaired at the expenser of the contractor. This work moll be incidental to the project, separate payment will not
CURB STOP 1 LINDLEY CENTER. \ �3y ?W I I I 1 De made.
O (�
PRECAST REINFORCED 7. Backlill for utility trenches shall be e b di within all public Right of Way and Type"Bb everywhere elss, (unless
0'BEND 1-1/2 SERVICE \ I I I I I 1 otherwise noted on plans). Type t pipe bedding will be utilized unless directed otherwise Dy the Engineer. Specified
TO CEMETARY SHOP \ - - CONCRETE SECTIONS _ to
5.5"COVER GALVANIZED) - --.tl DESIGNED FOR H-20 I I I S P(TW1 6'-9"MIN bedding
moll be included pipe the unit
thbidt«of p�e(see MPWSS STD 02221-1). The cost of
-Z - ,l`-_ LOADING, I ) bedding m u price ma'n
----- \ I"SERVICE TO I I I
LINDLEY CENTER. - - e.All vat`es new
be installed with thrust blocking z a Cs of Bozeman hall b etl mechanically restrained device. Any
URB STOP existing o n valves which control the City or Bozem°n's water supply shall De operated by COB personnel only
SIDE VIEW I I thrust als
1" 1� ben
1\14.8"COVER I _ I 90 f Ail
ormolnce with MPWSSDetail02660 1,ual to or greater tl be han 22 mechanically restrained bw apps and plugs licabll le standards.
standardsocked n
t� I
_ - I I ton Au water mains crossing ether sewer ar storm aronappee/aalvesis enau be lad so as to pro.nde one rau
length of water pipe centered about the p pe/culvert to be crossed.
NO SCALE ," �'- - �� - 'yl 11. The Contractor s responsible for—trolling dust and erosion during construct on at his expense, Streets shall
be watered to control dust when ordered by the Engneer. Erosion shall be controlled in accordance with the MPDES
12'
_ HOLE'
DIA.SUMP 1-6� Permit.
1-1/2"SERVICE TO ADJUSTABLE HEIGHT PIPE HOLE 12, All profiles represent existing ground(dashed line)along the alignments indicated on the plans. Elevations are
CEMETARY SHOP. i4 VALVE SUPPORT(MIN. 8" existing grade elevations.
GOLF WAY 1 17y" OF 3) L 13. All disturbed areas designated on the plans or delineated by the Owner or Engineer shall be seeded by the
-2"11101- _ — - - Contractor in accordance with specifications.
W W W W_ W ----MIN.
NUS ROCK
14. Access for other contractors working on the site and a vehicles shall be el at all times,
emergency presery
/ t _ _
---UG FIBER- ------------- ,
15. The contractor shall be responsible for coordination of any utility(phone/power/etc.)relocation with tonal
----- _ au6ly oamponies.
(sOn n9oQ. 16. The Contractor shall notify One Coll O 1-800-424-5555 for onsile utility location. All existing utilities shall
METERVAULT DETAIL be mocked before digging 17. The Contractor shill maintain service at all existing utilities, If said service is damaged, the Contractor
NOTE: INSTALL NEW WATER SERVICE STUBS FOR THE LINDLEY NO SCALE shall immediately repair the damage of the Contractor's expense.
CENTER AND CEMETERY SHOP TO THE CURB STOPS. minimum
FOLLOWING SUCCESSFUL TESTING OF THE MAIN AND ALL FITTINGS INSIDE VAULT TO BE FLANGED JOINT te8. The Contractor shall notify the City Water Deportment a of 24 hours prior to beginning any wo Any
ACCEPTANCE BY THE CITY,CONNECT THE NEW WATER SERVICE STA 1+78 k 1+80 INSTALL 1 �" xisting o new valves which control the City of Bozeman's water'supply shall be operated only by City of Bozeman
STUBS TO THE EXISTING SERVICES,DISCONNECT EXISTING &1"WATER SERVICE WITH CURB personnels nLine filling and flushing should be scheduled with the Water Dept. a minimum of 24 hours in advance
SERVICE CONNECTION TO THE MAIN AT APPROXIMATE STATION BOX. CONTRACTOR SHALL minimum 0+34 AND INSTALL A BRASS PLUG. HAVE THE PLUG VISUALLY EXCAVATE CURB BOXES PRIOR TO 19- All utility conduits for irrigation,electrical,gas,phone,CATV,etc.,shall be buried o m 24'from
INSPECTED FOR LEAKAGE UNDER LINE PRESSURE BY CITY OF TAPPING NEW MAIN TO DETERMINE finished grade with Type A Bockfill,utilizing Type 1 Bedding unless directed otherwise by the Engineer-
BOZEMAN REPRESENTATIVE, BEST OR,
OF TWO SERVICES. 20. All elevations throughout plans are on the City of Bozeman datum,unless otherwise stated.
21. The Contractor shall be responsible for construction traffic control.
22. The Contractor shall be responsible for obtaining oll necessary permits(MPDES, wetlands,streams, etc.)
prior to commencement of work.
3"ASPHALT
SHOPS SERVICE LINE CONNECTION DETAIL 6-of 11 CRUSHED BA
SE COURSE
7
SCALE 1"= 30' 8"OF 3"MINUS
SUB BASE COURSE
ASPHALT RESTORATION DETAIL
NO SCALE
GOLF WAY
WATER MAIN EXTENSION
BOZEMAN, MONTANA
RECORD DRAWING PROJECT: GOLF WAY
DECEMBER 2006 jz( III ' �pfBoze� THE CITY OF BOZEMAN FILE NO.: --------
4�� y'y ENGINEERING DEPARTMENT SURVEYED: RME, PLLC
--� DESIGN: AK
* 20 E. OLIVE •P.O. BOX 1230 APPROVE: RJM
BOZEMAN, MONTANA 59771-1230 DATE: JULY 2005
PHONE: (406) 582-2280 •FAX: (406) 582-2263 REVISED: FEB 15 2006
rW pp,Ik° SHEET: 2 of 2 SHEETS