HomeMy WebLinkAboutC2.0 Utilities and Construction Plans 10-01-2019 I I I
LOT 1, KAGY (x PARCEL A, COS 1328A
CROSSROADS SUBD SAWCUT EXISTING PAVEMENT.LIVE TAP EXISTING EVANGELICAL CHURCH OF BOZEMAN
N KAGY CROSSROADS LLC 8'WATER MAIN. DEED REF.: BK. i66, PG. 1328 TITDEED REF.: IN. 2175, PG, 321 INSTALL 4"SERVICE AND 6"FIRE SERVICE PER
® APPROVED PLANS.
CONNECT TO EXISTING 8"SANITARY SEWER
MAIN W/6"INSERTA—TEE ABANDON 1"AND 4"WATER SERVICES AT MAIN PER C.O.B.
WATER AND SEWER DEPARTMENT STANDARD.BACKFILL TRENCH
WITH APE A MATERIAL.SEE STREET CUT NOTE ON THIS SHEET.
— - - - - - - - - - — — — — Sheet of
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P(qo a PROPOSED BUILDING CONSTRUCTION I 1ST FLOOR FOOTPRINT=43,652 SF - MATERIALS AND L- _ �7
F (� /� , I :.I I .I NORTH WING FF EUNITS 12.00 = EQUIPMENT STAGING - z
122 APT.UNITS — — — — — — — — -
2 CONSTRUCTION TRAIFFIC ROUTE I --- -- - _ V
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LOT 3, KAGY Z
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I DOC. NO.: 2377160
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CONSTRUCTION
I DUMPSTERS a DEEEDKMAN REF.:BANK
OF 21127 MPGTANA
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STREET CUT NOTES I I >::1:` :=» _ m
1) SAWCUT EXISTING ASPHALT AND INSTALL WATER SERVICE AND FIRE LINE IN J I I I �4 -
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SAME TRENCH WITH MIN. 2-FT SEPARATION BETWEEN PIPES. -- ---_ - ------ I .i:;ii
2) BACKFILL WITH TYPE A MATERIAL OR FLOWABLE FILL TO BOTTOM OF BASE — — — — —__ I ii}:.
COURSE ELEVATION. MATCH BASE COURSE CROSS SECTION WITH NEW 1" — — — — —
MINUS BASE COURSE TO BOTTOM OF ASPHALT ELEVATION. MATCH EXISTING I I .'.. '»: LOT B
ASPHALT THICKNESS WITH BITUMINOUS ASPHALT PATCH. w� I _ L l.
3) REPLACE ANY DAMAGED CURB. m�N I I I •• 125613e ACRES• — — — — — — — — — ll���Ill
5: 0
Ya� I I •. o INSTALL 1,000 GALLON GREASE INTERCEPTOR
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-Q Z9 I I o SAW CUT EXISTING O
CONSTRUCTION MANAGEMENT O ::::::k::: e PAVEMENT.CONNECT
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1. ALL CONSTRUCTION TRAFFIC MUST FOLLOW THE DESIGNATED CONSTRUCTION TRAFFIC ROUTE SHOWN (n " F SANITARY SEWER MAIN
ON SHEET C1.0. (n S� Ij: .:...:�;.:.:: ® W/6"INSERTA—TEE U
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2. ANY TOPSOIL THAT IS ON—SITE WILL BE STOCKPILED AT THE START OF THE PROJECT.THE TOPSOIL J
WILL BE REDISTRIBUTED ONCE THE BUILDING EXTERIOR IS COMPLETE.(APPROX.1 YEAR) w I _
3. ALL SPOILS FROM MASS GRADING AND/OR FOUNDATIOIN EXCAVATION WILL BE STOCKPILED AT THE •' •.'
START OF THE PROJECT UNTIL THE BUILDING IS BACKFILLED.(APPROX.10 WEEKS) U ,..... .. =`
� LOT 5, KAGY
I I• ••• •� PROPOSED BUILDING CROSSROADS SUBD
1ST FLOOR FOOTPRINT=43,652 SF STOCKMAN BANK OF MONTANA
GENERAL NOTES m I SOUTH WING FF ELEV.--4917.00 GEED REF.: BK 2127, PG 968
.:..�.:.:.:.:.:.:.:..: 122 APT. UNITS
1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE I �•'
WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN
ENGINEERING DEPARTMENT. :-:
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2. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND -:..1
THE CIA OF BOZEMAN,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 EQUIPMENT AND MATERIALS BY THE ENGINEER. Cp m • — — — — — —
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3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING — r -
OF CONSTRUCTION. .�`....
4. THE ENGINEER AND THE CIA OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO a"w a"w a"w a"w s"w a"w s"w s"w a"w e"w a"w �� e"w a"w a"w s"w a"w Issue Date:101112019
BEGINNING CONSTRUCTION. e L J ABANDON 1"AND 4"WATER SERVICES AT MAIN PER C.O.B.
5. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. 1 KAGY BOULEVARD WATEW AND SEWER DEPARTMENT STANDARD.BACKFILL TRENCH
SAWCUT EXISTING PAVEMENT.LIVE TAP EXISTING WITH FLOWABLE FILL.SEE STREET CUT ON THIS SHEET.
6. SITE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN THE — — — — - 8"WATER MAIN.
"GEOTECHNICAL INVESTIGATION REPORT"PREPARED BY C&H ENGINEERING,JUNE 5,2019. INSTALL 4"SERVICE AND 6"FIRE SERVICE PER
APPROVED PLANS. CIO
7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA U u
REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFER REQUIREMENTS FOR HIS a
EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER.
8. PROPOSED GAS,ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE.FINAL
ASERVICE LINE LOCATIONS PPLICATION FOR SERVICE. UTILITIES
TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF 1 UTILITIES AND CONSTRUCTION PLAN
c2.0 SCALE:1"=40' #190360