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SCHEDULE OF DRAWINGS
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SHEEP NUMBER DESCRIPTION z uj W W
Peach St. — -- — 1 LOCATION MAP, SCHEDULE OF DRAWINGS, ABBREVIATIONS, lF(-tJl vDoom
ONI 1 1 1
a' C Snort St_ .Orange St. 2 NORTH 4TH AVENUE, SHORT ST. TO PEACH ST.; w�j 1 1
p �1 ALLEY BETWEEN BABCOCK ST. AND OLIVE ST.
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a o ` r 3 SOUTH 6TH AVENUE, STORY ST. TO OLIVE ST. I I
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Beall St, v, 390' 10"IINER
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'' GENERAL NOTES a
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�T 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND mlmlml
zI i z i LOCATIOI\S SHALL BE RESPONSIBLE FOR SECURING THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE BEGINNING EXCAVATION.
Babcock St. dobc k OF SEWER 2. RE-ESTABLISH ALL SEWER SERVICES AND WYES. SEE INDIVIDUAL SHEETS E-I
m Olwe St. Olive 51. REHABILITATION TORBEPDETOXIMATE SCHEDULE OF ERMINED BY CONTRACTOR.
ACTUAL NUMBER AND LOCATION
r. ,a n Carfiss St- (:,,rtiu S,. V/
t t 3. ANY AND ALL INCIDENTAL EXCAVATIONS SHALL BE PERFORMED IN ACCORDANCE
Koch.St, E WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS), FOURTH LEGEND o/y Z
ADDITION, JANUARY 1996 AND THE CITY OF BOZEMAN'S MAY 1997 MODIFICATIONS
Story St m m TO THE MPWSS. I{EN EXISTING DESCRIPTION a
00� Dick-- St ROOT CONTROL 4. CHEMICAL ROOT CONTROL TREATMENT, ALONG SOUTH 5TH AVENUE FROM CURB & GUTTER
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PILOT STUDY COLLEGE STREET TO OLIVE STREET, SHALL BE PERFORMED IN ACCORDANCE WITH INLET & INLET APRON O
o THE SPECIFICATIONS.Alderson 5t O z
—SD15L STORMDRAIN II Q LL_
College St 5. WATER NEEDED FOR PIPE CLEANING, INSTALLATION OF LINER, AND THE APPLICATION E— z
OF THE CHEMICAL ROOT CONTROL TREATMENT IS AVAILABLE AT THE CURRENT METERED O MANHOLE Q Q O Q
W. College St. PRICE FROM THE CITY SHOPS, 814 NORTH BOZEMAN AVENUE. —S8 SANITARY SEWER E- z W W!^
PIPE LINER F--1 O J V
BOZEMAN , MONTANA -W� WATER MAIN o
II FIRE HYDRANT W V--I
LOCATION MAP °`3 VALVE 04 Q c� z
BENCHMARKS GAS MAIN �y ::E (n O
--T -- UNDERGROUND TELEPHONE N W ..
SOUTH BOLT OF FIRE HYDRANT NO. 448 AT INTERSECTION W N W Q
a OF KOCH STREET & SOUTH 6TH AVENUE
—E— OVERHEAD ELECTRIC
CITY OF BOZEMAN DATUM t4 UTILITY POLE W m Li
CIE CONIFEROUS TREE Imo, Of
NORTH BOLT OF FIRE HYDRANT NO. 197 AT INTERSECTION ✓' O m
a OF SHORT STREET & NORTH 4TH AVENUE WOOD FENCE
ABBREVIATIONS CITY O 4771.62 rrryyy
CITY OF BOZEMAN DATUM ® BUILDING � Q Q
17 TELEPHONE RISER F�-4 O
8 ST. STRELI STA. STATION TOP CENTER BOLT OF FIRE HYDRANT NO. 128 AT (NW CORNER)
L.F. LINEAL FEET N0. NUMBER OL�OLIV4809.34T & SOUTH 8TH AVENUE
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s S.Y. SQUARE YARDS FL FLOW LINE CITY OF BOZEMAN DATUM ————— EDGE OF GRAVEL
CONTOUR
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SHEET NO.
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ALLEY BETWEEN BABCOCK a ` 1 a ZI z o W W N
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SCHEDULE OF SERVICES o a mi N E- O(AW
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STA. 1+06, RIGHT STA. 2+00, RIGHT N 0 0
• STA. 1+49, RIGHT STA. 2+14, LEFT SCHEDULE OF SERVICES SCHEDULE OF PROTRUDING TAPS zwww
STA. 1+50.5, RIGHT STA. 2+26, RIGHT O 0 0 pl
STA. 1+63.5, LEFT STA, 2+41, LEFT APPROXIMATE LOCATIONS APPROXIMATE LOCATIONS
STA. 1+78, RIGHT *STA. 2+51.5. RIGHT J I
' STA. 1+71.5, RIGHT • STA. 2+84.5. RIGHT STA. 2+37
STA. 1+88, LEFT STA. 2+53, RIGHT r11
0 40' 80' 120' STA. 1+76.5, LEFT STA. 3+15, LEFT STA. 2+84.5 w w1 LLJ
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`STA. 1+90, TOP
I I S C A L E • STA. 2+37, RIGHT • STA. 3+18, RIGHT STA. 3+15 C
• STA. 2+55.5. LEFT • STA. 4+39, RIGHT STA. 3+18 pj
--DENOTES TAP, ALL OTHERS WYES 121 I I
--DENOTES SERVICE TAP CONTRACTOR SHALL TRIM PROTRUDING I I
CONTRACTOR TO FIELD VERIFY ACTUAL Y Y Y
NUMBER AND LOCATION OF SERVICES CONTRACTOR TO FIELD VERIFY ACTUAL SERVICE TAPS AS NECESSARY TO m m m
TO REINSTATE NUMBER AND LOCATION OF SERVICES FACILITATE LINER INSTALLATION
ABOVE SCHEDULE BASED ON JULY 1991 70 REINSTATE
AND JANUARY 1997 TV INSPECTIONS AND ABOVE SCHEDULE BASED ON MAY 1995 TV
CITY SERVICE RECORDS INSPECTION AND CITY SERVICE RECORDS
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4' I CLEAN PIPE AND INSTALL THERMOPLASTIC LINER 0 w r ,
CLEAN PIPE AND INSTALL THERMOPLASTIC LINER Q >
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- ELEVATIONS
2+60 1+80 1+00
1+00 1+80 2+60 3+40 4+20
3 SHEET NO.
B9624-2A.DW SHEETS 2
Ol1TA ,
SANITARY SEWER REPLACEMENT ERLING A. -
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3" TYPE A PLANT MIX APPROXIMATE LOCATIONS - STORY ST TO KOCH ST LOCATIONS - KOCH ST TO CURTISS SI LOCATIONS - CURTISS ST TO OLIVE ST Lr I
ASPHALT CONCRETE STA. 1+37, LEFT STA. 2+33, RIGHT STA. 3+43, RIGHT STA. 4+60, MH1 STA. 6+61, LEFT STA. 7+07, LEFT STA. 10+50, LEFT LLJ W wlr
STA. 1+51, RIGHT STA. 2+47. LEFT STA. 3+56.5, LEFT STA. 5+25, RIGHT STA. 7+19, RIGHT STA. 10+98, LEFT Q Q Q
12- 1-1/2" MINUS CRUSHED STA. 1+64, LEFT STA. 2+51. RIGHT STA 3+71, RIGHT STA. 5+31, LEFT STA. 7+44. RIGHT STA. 11+77, MH3 moo
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GRAVEL BASE COURSE STA. 1+78, RIGHT STA. 2+74.5. LEFT STA. 3+84, LEFT STA. 5+34, LEFT STA. 8+19, LEFT d I I
-STA. 1+82.5, RIGHT STA. 2+88. RIGHT STA. 3+98. RIGHT STA. 5+40, LEFT STA. 8+80, LEFT �I I
STA. 1+92, LEFT STA. 3+02. LEFT STA. 4+11.5. LEFT STA. 5+56, RIGHT STA. 8+92, RIGHT I I I
STA. 2+05, RIGHT STA. 3+15.5, RIGHT STA. 4+21, RIGHT STA. 5+71, LEFT STA. 9+16. RIGHT m m>-
STA. 2+19.5, LEFT STA. 3+29. LEFT STA. 6+02, RIGHT STA. 9+55, LEFT
TYPICAL ASPHALT REPLACEMENT STA. 6+40, RIGHT STA. 9+60, LEFT
SECTION --DENOTES TAP, ALL OTHERS WYES ABOVE SCHEDULE BASED ON ABOVE SCHEDULE BASED ON
CONTRACTOR TO FIELD VERIFY ACTUAL TV INSPECTION RECORDS TV INSPECTION RECORDS E-1
NUMBER AND LOCATION OF SERVICES U
TO REINSTATE W
ABOVE SCHEDULE BASED ON MARCH 1996 11-'
TV INSPECTION AND CITY SERVICE RECORDS O
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B9624-3.DWG SHEETS