HomeMy WebLinkAboutLinden Court Condominiums I I I
BROADWATER STREET STA 0+00-REMOVE CONCRETE THRUST BLOCK AND
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6"PLUG.CONNECT TO EXISTING 6 WATER MAIN STUB,
\__---_SS-----®—_------- INSTALL 6'GATE VALVE W/THRUST BLOCK @ VALVE BOX,
— I \ STA 0+02- INSTALLED 45'BEND W/THRUST BLOCK
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g STA 0+55—INSTALL 45'BEND
W/THRUST BLOCK
3/4" WATER SERVICE STATIONING
•1 I I \ D+74 22.5'(LT)
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1 .912 1+07 2.9'(RT)
I II
1+67 35.5'(LT)
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1 I I 30'WIDE EASEMENT
I FOR WATER MAIN
a i I I T1
STA 2+06.78-INSTALL 6'X6'TEE,W/THRUST BLOCKS,
I PLUG TEE TO THE SOUTH. INSTALL 3 L.F.6'D.I.PIPE TO
w I I AUXILIARY GATE VALVE AND FIRE HYDRANT(7.5'BURY)TO THE EAST.
o N I INSTALL VALVE BOX AND THRUST BLOCKS.
I1STA
O .93 SOUTH+OF TEE-INSTALLED PLUG AND 1'LENGTH OF
o I II — _1
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I `-- x94.0 x93.6 GENERAL NOTES o 25 5o 100
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS
I I I ® SCALE', 1"=50'
AND THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS),
I 3rd EDITION, INCLUDING ADDENDUM #1, DATED AUGUST 1, 1991, AND
I I THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS, DATED AUGUST, 1994.
I 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND
SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN
APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN
I I ENGINEERING DEPARTMENT.
3. AT LEAST 2 WORKING DAYS PRIOR TO THEPRE-CONSTRUCTION MEETING
II THE CONTRACTOR SHALL SUBMIT TO THE CITY OF BOZEMAN AND TO THE
L ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL
EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT.
I H� INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN AS—BUILT DRAWING
II APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER.
-- } 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED
j I I7 UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION.
5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT Rocky Mountsin Engineers
_—_W-m—_LI—,m ---,w------------ ____—W_—_ LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. 1700 W.Koch,Soite 7,Bozeman,Manta,,59715
--ss---i�L--ss-------------------_--———_ —— 6. MINIMUM COVER OVER THE WATER MAIN SHALL BE 6.5 FEET.
—_
-----s0-------------- SO-- A MINIMUM VERTICAL SEPARATION OF 1.5 FEET, AND HORIZONTAL (406)586-4859
BABCOCK STREET SEPARATION OF 10.0 FEET SHALL BE MAINTAINED BETWEEN PROJECT: LINDEN COURT CONDOMINIUMS
I THE WATER MAIN AND ALL SEWER MAINS OR SERVICES. 6'WATER MAIN EXTENSION
7. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE
I I I DISCRETION OF THE CONTRACTOR. DESIGN BY: DATE: DRAWN BY: DATE:
I 8. TRENCH BACFILL SHALL BE TYPE A . R.H.C. 5-11-94 AH 5-11-94
9. BENCHMARK: SOUTH RIM OF SANITARY SEWER MANHOLE
INTERSECTION OF BROADWATER STREET do FLATHEAD AVE., REVISIONS: DATE: CHECKED BY: DATE:
ELEVATION = 4788.84 CITY LETTER/1l 9-14-94 R.H.C. 9-16-94
AS-BUILT 2-06-95
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EXI TING 6"WATER MAIN CLASS 51 D I. IPE
S B TO NORTH P OPERTY LINE 0.— 207 78 L.F.6�•
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FMSTIN GROUND ELEVATION
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