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APPRDXIIAATE NQRTH EDGE Dr ASPHALT WEST-KAGY BOULEVARD_ _ _ _ ___ ___- _---—--
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CONNECTE _4y,D TO EXISTING SANITARY- �-— --- I 1Yr
SEWER TIED
PLUGGED AND 1Yr _—_—_—_=yti,,__—. _ _ _ _ __
ABANDONED IN PLACE EXISTING —S9
DRAIN FILED LINE AND SEPTIC I / I -— - ---- I ; xi J \•(�pP D 29 50 100
SYSTEM.
SCALE: 1'=50'
INSTALLED 4•THICKNESS OF 2//FTe_/SNO-
A90VFOAM INSL1LSWE as EOUAL,6• ` I A$-BUILT DRAWING
ABOVE SANITARY SEWER SERVICE UNE,
BED IN MINIMUM OF 3.OF 3�4•MINUS
CRUSHED GRAVEL(SEE DETAIL THIS SHEET) t .• I I i -—- I •
— L SEPTEMBER 1999
SAN�TARY SEWO MAI GENERAL NOTES
' -- 1. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND ARE NOT TO
BE CONSIDERED COMPLETE. THE CONTRACTOR SHALL VERIFY THE LOCATION
OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION.
- N THE CONSTRUCTION.
SHALL PROTECT ALL EXISTING UTILITY LINES DURING
11I CONSTRUCTION. ALL UTILITY LINES DAMAGED DURING CONSTRUCTION
ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.
NOTE: + "a 2. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND THE
.$$a MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, FOURTH EDInON, DATED
MAN HOLE RIM ELEVATIONS WILL CHANGE WHEN a a JANUARY. 1996. ADDENDUM No. 1, DATED JUNE, 1998, AND THE CITY OF BOZEMAN
ADJUSTED TO FINISHED PARKING LOT GRADE. $�, �i.- MODIFICATIONS, DATED MAY, 1997, ADDENDUM No. 1, DATED FEBRUARY 28, 1998.
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- 4 _ EXISTING GROUND PROFILE __ _ - �� 3. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS
�$ PROPOSED FINISHED GRADE ��� i SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER
AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT.
24' 4. A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO COMMENCEMENT
OF WORK. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER
x sY 3/4•MINUS CRUSHED GRAVEL,OR SAND BUM OF
-- ----- 4 INCHES
PIPE AND INSULATION,To A MINIMUM OF WORKING DRAWINGS, SPECIFICATION P SHEETS, ETC., FOR ALL EQUIPMENT AND
4 INaEs ABOVE INSULATION. MATERIALS TO BE USED ON THE PROJECT AT LEAST ONE WEEK PRIOR TO
THE PRECONSTRUCTION MEETING. INSTALLATION SHALL NOT BE
4•THICKNESS OF SNO-FOAM,HEAVY DENSITY MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND
u - _ (2.0//CU.FT.)EXPANDED POLYSTYRENE(EPS) MATERIALS BY THE ENGINEER.
u - RIGID INSULATION(OR EOUAL).
" 5. THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT SHALL
_ 4•PVC SANITARY SEWER SERVICE UNE BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION.
- = 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION
F.e•Acne 3034$OR 3$P OF THE CONTRACTOR.
VC O 0.60X
790
7. PROJECT BENCHMARK: NORTHWEST BONNET BOLT, FIRE HYDRANT 605 AT
-� - - - 49m SERVICE PIPE INSULATION THE SOUTHWEST CORNER OF WEST KAGY BLVD. AND SOUTH 11th AVE.
ELEVATION = 4914.13 (PROJECT DATUM)
4•IeANNSTITALLARY_CLEAN-UUT$AS_YET_ ST'SS"AU$LEREOUI LOCAjjQNS-REn
FFoig € 8. ALL CONSTRUCTION SHALL MEET APPLICABLE OSHA SAFETY STANDARDS.
STA. 1+49 INSTALLED 95' (LT) N�p�'g jw
xo, wwo8� 9. THE CONTRACTOR SHALL OBTAIN STREET CUT PERMITS FOR ALL WORK DONE
€3.gggy WITHIN PUBLIC RIGHT-OF-WAY.
4899 10. THE CONTRACTOR SHALL REPAVE ALL AREAS OF EXISRNG ASPHALT REMOVED
DURING CONSTRUCTION ACTIVITIES. MATCH EXISTING PAVEMENT THICKNESS.
PiOPOSED GWND ELEV. SEWER LINE INVERT ELEV, ��+�s g 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY AND SAFELY FENCING
FF STING GRWND I,ELEv. ALL OPEN EXCAVATIONS. THE FENCING SHALL BE MAINTAINED BY THE CONTRACTOR.
48W AS-BUILT DRAWING 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CITY OF BOZEMAN
FOR INSPECTION OF ALL SERVICE CONNECTIONS BEFORE BACK FILLING THE TRENCH.
d o� ^�' September 1999
`o �oo v,7 F. 13 ALL BACKFILL SHALL BE TYPE 'A'.
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2+00 1+00 D+OO
Ro c k Mountain u n t a i n Engineers i n e e r s DESIGN BY: DATE: DRAWN BY: DATE: DRAWING SCALES-
Y 9 RHC/AOR 04/20/99 AOR 04/21/99 PLAN VIEW: HORIZONTAL: = 50' SANITARY SEWER MAIN EXTENSION �����
- - -- REVISIONS: DATE: CHECKED BY: DATE: CONTOUR INTERVAL- 1'
Civil Engineering & Land Surveying AS-BUILT 09/20/99 PROFILE VIEW: HORIZONTAL: 1' = 50' FOR q ®2 �I
1700 West Koch Street, Suite 7, Bozeman, Montana 59715 (406)-586-4859 DRAWING FILENAME: /787-KZLO-ASBLT.dwg 09/20/99 VERTICAL: 1' = 5' 9�50 WESY ICAC�Y BOIJLEVAR® a If- u