HomeMy WebLinkAboutKagy Corssroads Subdivision - Remington Way Sewer Main LEGEND OF
(R) RECORD DISTANCE OR AZIMUTH
(M) MEASURED DISTANCE OR AZIMUTH V A.
• FOUND 5/E INCH REBAR WITH 1 1/4 INCH
PLASTIC CAP MARKED(GASTON)OR AS NOTED
VICINITY MAP
• FOUND 1'r/'CONCRETE R/W MONUMENT 1 7( 011
BASIS FOR AZIMUTHS FROM NORTH: 1V f /AIEER P ....
AMENDED PLAT OF LOT 10 AND LOT 11. TAI I ME ADDITION
LN45-00.00-El BEARING COMPUTED FROM AZIMUTH SHOWN
PROPOSED SPOT ELEVATION �.., .Sheet 1 Of i
10.00 BUILDING TIE DIMENSION '
TRAFFIC FLOW iJa
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DRAINAGE DIRECTION
EXISTING FIRE HYDRANT I b17EL r fit.r�' nry ® I \ •' 1 _a d
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MINOR CONTOUR LINE
MAJOR CONTOUR LINE Xopy aw I ;
L PROPERTY LINE - _ �.J
ADJOINING PROPERTY LINE -= I Ir I i I 7 _ L ,
- -- EASEMENT LINE - g
PROPOSED CONCR NOT TO SCALE
ETE CURB
PROPOSED SWALE/RETENTION POND CONTOUR I fff���i chi
EXISTING WATER LINE - �
PROPOSED WATER LINE
EXISTING SEWER LINE NEW N `Z, i
PROPOSED SEWER LINE
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ICY
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PLAN VIEW
;GALE: 1"=50'
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REMNGTON WAY 1--I
4890
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BENCHMARK NEW 24 . 65' RCP vERT V NEW 14•x15' CUI WRT
FOR RfLOC 7ED D/TCJI
FIRE HYDRANT AT SW CORNER OF INTERSECTION OF REMINGTON WAY AND SOUTH 22ND. FLU .65
ELEVATION=4889.05 FEET, -ARROW FLANGE BOLT- (CITY OF BOZEMAN DATUM) W 4' I'JFIRE L CWOSSCE `
4880 I � _ _ -- - - ^e�r
349.5[F 8'SOIP-,I5 P SS O 0 40T.T
2615 LF OF B"
PbC'SS 0.1101<
SOR-35 396 OF or 'SDR-35 PYC O 0.405X
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GENERAL NOTES O Q O
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS 5TH EDITION.
MARCH 2O03, AND THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS, 5th EDITION, MARCH 2O04. •v v r �
2, NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL 4870 - V
BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE `� a? O' o F_ `r' eo a
a0 r- 00 r; Ni 10 r; r; 00 00 00
CITY OF BOZEMAN ENGINEERING DEPARTMENT. 0DI op 0o ao m ao ao 00 au ao 00 00 °0 1�
OOi �I 0o 00 00 00 00 oo 00 0o 00 00 00 r
3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE `r `H
ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC..
FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. 38+00 37+00 36+00 35+00 34+00 33+00 32+00 31+00
INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL
EQUIPMENT AND MATERIALS BY THE ENGINEER.
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE SANITARY SEWER MAIN EXTENSION PLAN & PROFILE
BEGINNING OF CONSTRUCTION. C6.0 SCALE: (i'=50'-0'HORIZONTAL)(1'=5'-D"VERTICAL)
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING
AND WATER DEPARTMENTS AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION.
6. USE TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY ENGINEER. Drawing Date: 12117104
7. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR.
8. TRENCH BACK FILL SHALL BE TYPE A.
9. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES.
10. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY
SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY.
11. CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. AB6
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