HomeMy WebLinkAboutPonderosa Land Storage Yard I;MARK A. _
CHANDLER
No. 9518ES
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3/4" CURB ST ---�
- P.Me tlFfh7!I Irl d _ 0 ._ — - _- — _ — 17500 884.52 (R&M) 'a'S Z
.. ^/ 2400 1+00 2+00 _ 'rA]3+00 4+00 Z IW N- JN4J 21'1-v r] HOD 7+00 7+ffi.9+
CITY OF BOZEMAN TO INSTALL �" PROPOSED 8" WATER ea
'r Street > n n> / ❑
TO `, TAPPING TEE AND MAKE TAP
ON Ie' CI MAIN. < S+b 5^2T PROPOSED HYDRANT
1'8=N18'S8'J3"W 801.18' WITH BOLLARDS ' /
\ J�\ ` .✓ PROPOSED 8 FOOT x r- - 1" Cu STOP L=607.16 1 URBSZ - - PROPOSED B FOOT A /
LEGEND CHAIN LINK FENCE METER'PIT CHAIN IINK FENCE D / ' )6
(NOT SLATTED AT PEAR STREET ONLY) ,(I 1 1. _ _ _ - Ci SLArU AT PLO STREET ONLY) // 4
• 5/8" REBAR 5r [✓K`O-
WITNESS CORNER r 1 r -- COSANQ Jj �` ,.
FIRE HYDRANT W/BOLLARDS •P P` P r L --T02206 50 FT 2.3463 ACR
w WATER VALVE
1101 PEAR SIR 7
EXISTING WATER MAIN �, / 6 / F"
PROPOSED WATER MAIN
POWER POLE
.... - MAJOR CONTOUR 'PAIL
MINOR CONTOUR Scale In, Feet
40 0 40 /\
i
12 0 12
Seale In meters
i
BENCHMARK_
FIRE HYDPAI. #11, CORNER OF N. WALLACE & TAMARACK
ELEVATION=4752.62 FEET, "NE FLANGE BOLT- (CITY OF BOZEMAN DATUM) \ \ PyJC,y ,PS)`'',�pJPS
1" WATER SERVICES
GENERAL NOTES 0 +A;�cPo ���po�°OPp �a LT Rr
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1 EDITIONN JANUAROYN1996LADDENDUM NUL CONFORM O THE MBER 1CJUONE ACCOMPANYING
AND THEWCITY4TH
0F GV-ee � �yy ptipG O��i 4+97.75
BOZEMAN MODIFICATIONS TO MPWSSS, ADDENDUM NUMBER 1, FEBRUARY 1998, 00
ADDENDUM NUMBER 2, MARCH 2O00 AND ADDENDUM 3, MAY 8, 2001. +0 pJ,��' yj� QFQ'�, P�\'
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL O ��p,�+�Q�aG } %y�p��P'C��O Jq�' O 3/4" WATER SERVICES
BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THELT Ri
CITY OF BOZEMAN ENGINEERING DEPARTMENT. Ox Ostia ci�4 .-,� 0�y¢O p0
G p J P - pQL x PQ 4+93.75
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE �.���� qpj,-pQ9 h G
4+95.75
ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC.,
FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT.
INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL PEAR STREET \
EQUIPMENT AND MATERIALS BY THE ENGINEER. �Tl
4742
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE rl�
BEGINNING OF CONSTRUCTION.
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN AT LEAST
24 HOURS PRIOR TO BEGINNING CONSTRUCTION.
='. USE TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY ENGINEER.
TYPE i OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. EXISTING AND PROPOSED- GRADE _ _ — — — N
8. TRENCH BACK FILL SHALL BE TYPE A.
9. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. V1
/ ?
10. DO NOT SCALE DRAWINGS FOR ANY DIMENSIONS. 4734/
11. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY v1
SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. �d
INSTALLED 96 FEET OF
2" THICK INSULATION -
500 LF OF 8" CCASS 52 DIP
4726 - - -
Drawing Date.,1128102
0+80 1+60 2+40 3+20 4+00 4+80 5+60 6+40 7+20
o c
AS CONSTRUCTED WATER PLAN AND PROFILE
g M/01
SCALE: (1'=40'-0"HORIZONTAL)(1"=4'-0" VERTICAL) ABm1
c�q
4
00428
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