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BENCHMARK
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SCALE S— s S— S— 1 I m
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0 10 20 40 S— S— S -- MH60� S S > H
' & I I ROADWAY N SAW UT EXT'G PAVEMENT I C
NOTES 1 inch = 20
. EXYG B" STS EXT'G PAVED
I I AND INSTALL WATER MAIN.
_ _ _ _ BACKFILL WITH LEAN MIX N
CONCRETE PER CITY STDS. I z¢
1. WATER MAIN INSTALLATION SHALL CONFORM TO MONTANA - - _ PROPOSED I I > I REPAVE WITH 2-2" LIFTS. C 8
PUBLIC WORKS AND CITY OF BOZEMAN SPECIFICATIONS, MOST CURB k GUTTER
CURRENT ADOPTED EDITIONS. (Y
2. EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES 1{Fpp 13+SD 13+00 I +50 12+00 Ilt•5� TTf00,1,1 + C Z
W W W -+-W W W -+--- W W 1 W W IW W W —1- W —V! -i—)'.I W 1 rNL___ ou
SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION / PROPOSED PAVED I I I
AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT STA 14+12.9 STA 14+33.7 (RT) CLASSICAL WAY / ROADWAY
4' x 6"TEE PROPOSED _ _ _ I I _ _ _ STA 10+00 N
GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE B" 90'-MJ BEND - - - - _ - - - - - - - L 51 DI I I �HOT TAP EXT'G 12"
EXT'G GAS DI WATER MAIN
LINES(WATER,POWER,GAS, STORM,SEWER, TELEPHONE& STA 14+36.7 RT WATER MAIN o N
STA 14+18.5 ( ) MAIN I z
TELEVISION MAY NOT BE STRAIGHT LINES OR AS INDICATED ON 2"WATER SERVICE W/POLY WRAP I I I PROPOSED
B"x 6" REDUCER MJ I >
THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL 1„ I E%T'G I 8"C.V,
UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCARONS. M ARROW BOLT 1 CURB
�y + EL. 4762A4 1 I I »
3. EXISTING UTILITY DEPTHS ARE ASSUMED, CONTRACTOR TO I EXCAVATE UNDER EXT'G
VERIFY DEPTH OF UTILITY PRIOR TO CONSTRUCTION.IF - I CURB. SUPPORT CURB
__ _ Q' > I OUR"' INSTAL .DN OF
CONFLICTS EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN -STA 14+44.3 �i PROPOSED 1 ROW Ix WATER�KXfl���
ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN FH ASS' N I I;TRA ACADEMY 6"SAN SWR PROPERTY A I » \w 1
CONSTRUCTION. - SERVICE LINE I UNDER CURD.
7.5' BURY
SD SO SD SD 7II 1 �• 8 ) I C'.:
4. AlL TEES,VALVES,ENDS CAPS AND ELBOW'S SHALL BE
MECHANICAL JOINTS WITH MEGA-LUGS, �r I OEXI'G11 N WAS 12' I DRAWN BY:CGS
MAIN
5. ANY EXISTING OR NEW VALVES SHALL BE OPERATED BY CITY OF �\\ 0 I o I I I REVIEWED BY:MIJ
BOZEMAN PERSONNEL ONLY. I 1 > PROJECT ENGINEER:CGB
PROPOSED 2" BY:6. CONTRACTOR SHALL NOTIFY CITY OF BOZEMAN WATER /p WATER SERVICE I Native Grass i I I EXT'G 12"
SAN SWR
DEPARTMENT 24-HOURS(1 FULL BUSINESS DAY)PRIOR TO PROPOSED 4"
BEGINNING OF WORK FIRE SERVICE ,
7. SEE SHEET C5,0 FOR WATER MAIN EXTENSION DETAILS
B CONTRACTOR SHALL POTHOLE AND VERIFY DEPTH AND LOCATION NOTE:
OF EXISTING WATER AND GAS MAINS PRIOR TO CONSTRUCTION. WATER MAIN PLAN VIEW
IF DISCREPANCY IS FOUND BETWEEN DESIGN AND FIELD SCALE: 1" = 20' NOTE: O
CONDITIONS CONTACT ENGINEER PRIOR TO CONSTRUCTION. INSTALL JOINT RESTRAINTS ON ALL r-4
9- CONTRACTOR SHALL SAWCUT EXT'G PAVEMENT AND PROVIDE PIPE JOINTS WITHIN 50 OF ALL z
FITTINGS AND END OF LINE. NORTHWESTERN ENERGY (NWE) HAS
EXCAVATION,BACKFILL, PAVEMENT REPLACEMENT AND ALL REQUESTED A NWE REPRESENTATIVE
MATERIAL AND EQUIPMENT AND INSTALL B"CL 51 DA WATER
MAIN PER CITY OF BOZEMAN STANDARDS. CITY SHALL HOT TAP TO BE PRESENT ON SITE WHEN THE
EXT'G WATER MAIN. CONTRACTOR TO PROVIDE TAPPING TEE AND WATER MAIN IS EXTENDED UNDER THE (� W
GATE VALVE. CONTRACTOR TO COORDINATE AND PAY ALL o 6 GAS MAIN. THE SITE CONTRACTOR
COSTS. BACKFILL IN COTTONWOOD ROAD TO BE LEAN MIX oup'- SHALL COORDINATE WITH NWE TO F�-+
BACKFILL PER CITY STDS. PAVEMENT REPLACEMENT SHALL J aN ENSURE A NWE REPRESENTATIVE IS
MATCH EXISTING THICKNESS BUT BE A MINIMUM OF 3" THICK, a
_2 ON SITE AT THIS TIME.
o
h W
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r
iA x n m I, EXYG CURB j
PROPOSED PROPOSED EXT'G _ U
CURB FINISH GRADE PAVEMENT I _4760 �� 4760
I-I
I
EXT'G 24"X48" EXT'G 12" GAS MAIN
ARCH CULVERT fl 37"DEPTH �' 4758
4758 r f --- INV®-W RPMAEN\I i EXi10�GA§MAIN ,lam
;p v ASSUMED DEPTH-
4756.3i I d ;vC
x o EXT'G B"STS 1 1 EXCAVATION. g,rc 449
4756f e. ��. p� ' .^a rF�
�j 11 APPROX. INV, 1755.0 4756
^
2a
+ 6.5 MIN DEPTH
N
4754 aa• Fx 4754
na P�1
4752 - 4752 "ql
n B"DI CLASS 51 WATER MAIN I EXYG 12"DI > i
I�WATER MAIN � r$-1 C7 `�
O R .No
4750 m^ 4750 = e<-a N o
w ® O j
NO f m
< P d
3 f q q o O1 $ P $ E^ a Cn u
ROPOSED 6" '^
SANITARY SEWER SERVICE
f y f v f a m V P1 F'v
14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00
DATUM: NAVD BB TNT FEET
WATER MAIN PROFILE VIEW $ SHEET
SCALE: 4 C .0
VERT: 1" = 2'
A"1V111TEI XI:\IY
PETRA
AS-CONSTRUCTED DRAWING PROJECT:09-115
DATE:SEPTEMBER 2011