HomeMy WebLinkAboutManley Road MANLEY ROAD
WATER MAIN EXTENSION
BOZEMAN 1 4 A 0 N T A N L STA.D+OO.DG- REMOVEDWIT
THRUST BLOCK AND END PLUG
INSTALLED 60 LF.OF INSTALLED 2 KENODWITH
THRUST BLOCK
AND MECALUG
t 1 D.I. I M.J. RESTRAINT
Located i n the NE!/4 Sec. 36, T. IS. , 11'. 5 E. , P.M.M. MECHANICALLY RESTRAIN STA.RESTRAINT
A5 - INSTALLED 10"
ALL JOINT$ GATE VALVE WITH M.J.
c RESTRAINT AND VALVE IX7X
Gallatin County, Montana - ---------- --- --- - -----
- - -- -----
i - Manley Road
--------------------� EDGE OF GRAVEL--------—------------_—_____ ___ 0 „_ --------------EDGE OF ASPHALT �+
_ _ __wIR 10"D.I. _
Manley Road REMOVED AND o Z�
REPLACED FENCE AS Z�' �I
EDGE OF GRAVEL-----
uc,Ta ucm uc¢i __I ucm ASPHALT
TTA Ot7�77_ 3
---------------EDGE EDOE OF ASPHALT 00
0+7 - T I ATNKT PATIYAY i '`,
GENERAL NOTES TYPICAL BLOWOFF,SEE CITY OF PROJECT BENCHMARK: TD&H
BOZEMAN 'ARRW BOLT" FIRE
1. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND ARE NOT TO 6. THE ENGINEER AND THE CITY OF BOZ AN ENGINEERING DEPARTMENT SHALL 02660-7 STANDARD DRAWING No ELEV.=466691 CITY OFOBOZEMAN YPC
BE CONSIDERED COMPLETE. THE CONTRACTOR SHALL VERIFY THE LOCATION BE NOTIFIED AT LEAST 24 HOURS PRIC R TO BEGINNING CONSTRUCTION. DATUM.
OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. 7 TYPE 1 OR TYPE 2 TRENCH EXCAVAT MAY BE USED AT THE DISCRETION STA.0+59.76 - INSTALLED IO'
THE COTRACTOR SHALL PROTECT ALL EXISTING UTILITY LINES DURING OF THE CONTRACTOR END CAP w MECALUG M.J.
.
CONSTRUCTION. ALL UTILITY LINES DAMAGED DURING CONSTRUCTION STA.0+72.76 - INSTALLED RESTRAINT. TAP END CAP AND PRE-PRESSURE AND LEAK TESTED
ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. 8. PROJECT BENCHMARK: ARROW BOLT, IRE HYDRANT AT THE NORTHWEST CORNER OF CURB STOP AND CURB BOX. INSTALLED 2'TYPICAL BLOWOFF, EXISTING WATER LINE BETWEEN THE
2 ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND THE ) �• 4868.91 DRAWING No.MANLEY RD. AND GALLATIN PARK DRI NORTHERN APPROACH SEE CITY .B 0 2660-7.2Z6 STANDARD BLOW-OFF HYDRANT AND THE WATER
MONT60- VALVES PRIOR TO EXCAVATION.(EXISTING
2003. AN PUBLIC WORKS STANDARD SPECIFICATIONS, FIFTH EDITION, DATED MARCH (CITY OF BOZEMAN DATUM). 9� Ad VALVES DID NOT HOLD TEST PRESSURE)
2003. AND THE CITY OF BOZEMAN MODIFICATIONS, DATED MARCH 2O04. '1• �� �O
9. ALL CONSTRUCTION SHALL MEET APPLI ABLE OSHA SAFETY STANDARDS. OS Po\�,Z
3. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS
SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER 10, THE CONTRACTOR SHALL REPAVE ALL kREAS OF EXISTING ASPHALT REMOVED �p Q
AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT.
DURING CONSTRUCTION ACTIVITIES. M 1CH EXISTING PAVEMENT THICKNESS. 9�6
�A� l,
4- A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO COMMENCEMENT 11. THE CONTRACTOR SHALL BE RESPONSI LE FOR PROPERLY AND SAFELY FENCING P t� 0
OF WORK. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER ALL OPEN EXCAVATIONS. THE FENCIN SHALL BE MAINTAINED BY THE CONTRACTOR_ O1
WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND 12. THE CONTRACTOR SHALL BE RESPONSI ILE FOR NOTIFYING THE CITY OF BOZEMAN G' a
MATERIALS TO BE USED ON THE PROJECT AT LEAST ONE WEEK PRIOR TO FOR INSPECTION OF ALL SERVICE CONI E.CTIONS BEFORE BACK FILLING THE TRENCH,
THE PRECONSTRUCTON MEETING. INSTALLATION SHALL NOT BE
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND 13, PROVIDE MECHANICAL JOINT THRUST R STRAINT FOR ALL PIPE JOINTS, USE MEGALUC
MATERIALS BY THE ENGINEER. SERIES 1100, AND MEGALUG SERIES 1 0. RESTRAINT HARNESS FOR DUCTUILE IRON +J
BELLS, OR UNI-FLANGE, OR APPROVE EQUALS. <d
5. ALL NEW FIRE HYDRANTS INSTALLED SHALL BE EQUIPPED WITH THE "MUELLER
HYDRANT DEFENDER SECURITY DEVICE", WITH LOCKS KEYED TO CITY OF co
BOZEMAN STANDARD. = 30' 0�'OCQA� CJ
4,
fi0 GAS J0O
S
4671
Manley Road
V - 4668 NOTE:
THE GROUND SURFACE SHALL BE BROUGHT TO FINISHED GRADE
R — WHEN THE WATER LINE IS INSTALLED TO PREVENT FREEZING OF
r EXISTING AROUND PROFILE
-
\ THE MAIN WHEN FROST IS IN THE GROUND
i,7 QI GRAVEL RCID SURFACE ILL PRIOR AVNG AFC \\
THE PIPE LINE TRENCH SHALL BE BACK FILLED WITH IMPORTED
O .� 3 _ PIPE IW.TA.LATION
�'\ 10•WA 3•' MINUS SELECT SUB-BASE GRAVEL AND COMPACTED PER
♦b"`y MANLEY ROAD I g -4665 SPECIFICATIONS. THE ROAD SURFACES SHALL BE RESTORE TO
80'
EXISTING MATERIAL THICKNESS AND GRADE.
a - TER (\/ �•
EXT
7 _____
eoAa Rwa -` 6 5'MIN.
COVER(TYP.)
p s (\
4659
mi.
y I ^ INSTALL S 60 LT.OF,IM n INS 10. CLASS 5t D.I.PIPE
- MECHANICALLY RESTRAME 4656
l cew.d I 1 riffin Ir.\ ALL JOINTS
It:z 3
•�. (y,
�II� �x Wsc<i 3� J�a 4553
ji3�
Bautw Ra A / ?V,a iu itW a?$ iW i' sr
'o<�mo1 1<m< IFS
ni wa n]rN oxV�xi ;a
•O� � n n; OZG prvp� <
l.oee 61 4650
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AS-BUILT DRAWING
VICINITY MAP to 0 rn m o N n 4647 SEPTEMBER 2004
No - N N ri Ki ,n dl < 'p
0 10
0+9 0+60 0+30 0+00 -0+f,13r1,'0l�//p��MIrTI Ir'7�M 1///,���1 //Q���r�]
0 A LAII Lf�A ILi+Jf1VL�L� U ���L.z1L'�'
Rocky M o u n t a i n Engineers, P.L.L.C. V RHt 06,D9,200, -SY 09,2DD4DRAWING SCALES=l5 iT�'y RENSIUN$ DA CHECK BY IDATEPLAN VIEW. HORIZONTAL 1" = 30' JL">JGL S�
RAY
565.}C ENTER As-Built q 09/21/2004 CONTOUR IN RVAL t' ` j n NFM fYl(.1 aF(I I�C`7�r f�(Y1��rlFVl I�
Civil Engineering & Land Surveying % c/ p PROFILE VIEW HORIZONTAL 1" = 30' �IJALJL�1 ��LVSLn]�ILA(dfLti1U�J L5(�alfvppL��SL(J JIJ�J
L zemOn. Vowor,,7 - 1 - ST PL67.m A Pm 10, �vagL:
- -- I IR ANU`LN � DRAWING FI AME /1078WtrE.tn-AS-Blt.dwg 09/28/2004 VERTICAL: 1" = 3