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Home My WebLink AboutRessler Chevrolet Iw�i s�.mr.>a LEGENDMARK A. (ft) RECORD DISTANCE OR AZIMUTH + N V a CL Q \ I[ / CHANDLER !M MEASURED DISTANCE OR AZIMUTH .I + - < 0"U LOT B 1, BLOCK 1 \� ' No. 951BES I° H AMENDED PLAT F-37-D } ■ FOUND 5/8 INCH REBAR WITH 1 1/4 INCH N I - 4'� Z \� PLASTIC CAP MARKED(GASTON)OR AS NOTED ■ 11 I Y+ w � z c9 I I L7Lg� FOUND 4'x4'CONCRETE R/W MONUMENT 7 ;$ b BASIS FOR AZIMUTHS FROM NORTH: Ln_ } I b AMENDED PLAT OF LOT 10 AND LOT 11,TAI LANE ADDITION +`I h - 20'WIDE EASEMENT FOR ' 1 Sheet 1 of 1 [N45'00'GO'E]BEARING COMPUTED FROM AZIMUTH SHOWN I` s --- SERVICES TO LOT 2,BLoc�1 .(2030) PROPOSED SPOT ELEVATION EXISTING ASPHALT PAVING B� J� DED I'CURB STOP A V E RG f�pA 20.00 BUILDING TIE DIMENSION NOT TG SCALE L '%_ ^ �\ I � P qL /Ia/o1 '..J '-� mliG�lc NW 3 x/'./ax TRAFFIC FLOW `-- AtA1N TAPPED BY CITY WITH ►. tl/az INSTALLED B'SCH 40 SEWER AWN 1 CORP.STOP AND INSTALLED a ec :�yn/oz Y EXISTING FIRE HYDRANT 7 RAID INSU (an eo2u4w aauw) EME10 SERVICE TO CURB STOP AT /lyt[S�_5/1N�cuwlox-sear r¢r INSTALLED 1'WATER SER41 THE FIRST PROPERTY UNE. ', THAN MINOR CONTOUR LINE `..L.v.«. \Z0. \D W45 OE/ EP }O, ERS 2.W' --4?GB-- MAJOR CONTOUR LINE `C snA WEW PAD 1y EXISTING SS MH-F PROPERTY LINE j N SS M50 1+ p0"� 'Z S RIM 96.50 IN RIM-4792,88 G>ra v-- ADJOINING PROPERTY LINE @@ I 1 2 pp' F.L. .9 __yN INV N:4785 15 EASEMENT LINE a I f '%- 5 s0.06 F.L. - I INV S-4788.25 r u ----- PROPOSED CONCRETE CURB I INSTALLED 1 1/7'WATER SERVICE PROPOSED SWALE/RETENTION POND CONTOUR EXISTING WATER LINE W EXISTING SEWER LINE - PROPOSED SEWER LINE / I IN D 4'SS SERVICE■ .Ox S i W `-.-EAST_'i9090.0 i / 1 oa�c nnnwc I o III A 91 EXISTING ASPHALT PAVING 1 ��- _ WHERE USED OVER SS SE Un UnWHERE RESS�IN C FL COVER - I\ 30 Scale I0 Feet 30 O REDUCED PRESSURE EAD OF W PREVENTION A*pelz \ 1 DEVICE INSTALLED AHEAD OF WATER METER. �4 i nqjj } 9 0 9 V) .,x - l +Tc i :9°ice rai Scale In Meters ws".:Te..1• - w r-•liero.m Contour /nteruak I Foot BENCHMARK \ NOTE: ALL WATER SERVXE ES 6.5'DEEP UNLESS INDICATED OTHERWISE ON PLAN. •rr'zq _ p \ I_ �rnsmp n r-w -. TOP OF YPC LOT CORNER -,- ELEVATION=4796.69 FEET, (CITY OF BOZEMAN DATUM) Ic wS REMOVED CONNECTION TO EXISTING METER PPIR . a CONNECTED T0.EXISTING 3/4'REDUCER FIRING. I TO BUILDING. 3 4 SERVICE LINE FROM CURB OP TO BUILDING.INSTALLED REDUCED PRESSURE BACK FLOW _ rTY III I TEE AFTER DEVICE AND WATER METER. I ED - F4 TEE AFTER WATER METER WITH A VACUUM B ER RESSLER CHEVROLET ' — III ON BRANCH RETURNING TO IRRIGATION SYSTE - INSTALLED 3//4'UNE FROM VACUUM BREM( TO EXISTING IRf71GAT10N SYSTEM CONNECTION. -J LOT 1 BLOCK 1 rlrrwA I - AMENDED PLAT F-37-C F Q EXIS G&e ROP SED ADE 4795 - 4'SS SEWER SERVICES v GENERAL NOTES "I LT RT v -- 1 _ ---1---- -- -------Y- 2+17.18 /I►� 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS 4TH I 3+aLo w EDITION, JANUARY ADDENDUM NUMBER 1, JUNE 1 ADDENDUM NUMBER 2, 479 --+ MAY 2000, WOB CIRCULAR OF NUMBER 2, AND THE CITY OF BOZEMAN MODIFICATIONS TO FJMT 8 CH 4 PVC SS 0 0.43%1 Fah h+i MPWSS, ADDENDUM NUMBER 1, FEBRUARY 1998, ADDENDUM NUMBER 2, MARCH 2O00 BORED MANHOLE FOR CONNEC77 LF SCH 40 P C SS 0.4 X n AND ADDENDUM 3, MAY 8, 2001. & ow CHANNEL - - -------- 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL I BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE ---- -- - - ----- — CITY OF BOZEMAN ENGINEERING DEPARTMENT. 4785 --- - -:- INSU A 770N SED O MA 3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE NN Lfss 1NAN OIF i 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 PATt/M ELEV _ ___ EQUIPMENT AND MATERIALS BY THE ENGINEER. 4i9000 I I, n oo �1 rnI wi 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE rn If) BEGINNING OF CONSTRUCTION. m a' n! r! v. v •r ai l 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN AT LEAST [ __. ! __- - ', I ! 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 6. USE TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY ENGINEER. 7. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. B. TRENCH BACK FILL SHALL BE TYPE A. SANITARY SEWER PLAN AND PROFILE Drawing Date: 2127102 9. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. C1 S, AND 1'=5' VERTICAL 10. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'5 WATER SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. en` 11. CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. []A) �ONSTRUC`I'ED 12. FOR THE WATER SERVICE LINE, THE TAP OF EXISTING WATER MAIN WILL DONE BY THE CITY OF BOZEMAN WATER DEPT. AND THE WATER SERVICE LINE RUN FROM THE MAIN TO THE FIRST ['/[//� CURB STOP, WHERE APPLICABLE, BY THE CITY OF BOZEMAN WATER DEPT. AT THE OWNERS EXPENSE. V ,J 02 ABI 13. IF CONTAMINATED GROUND WATER OR SOILS ARE ENCOUNTERED DURING EXCAVATION, THE MONTANA DEQ SHALL BE CONTACTED FOR REMEDIAL ACTIONS TO BE TAKEN. 14. ALL SEWER SERVICES TQ BF SCHEDULE 40 PVC. VICINITY MAP s >ery LEGEND 1 - Ln w — MARK A i - i w a CHANDLER >'i R I I:;ORD DISTANCE OR AZIMUTH -• _ - U \ i O '. �'' a s LOT B-1, BLOCK 1 No 9518ES (M) MEASURED DISTANCE OR AZIMUTH ._:!, M I.:IEI.' > L; d I� L ; _ AMENDED PLAT F-37-D \ • FOUND 5/8 INCH REBAR WITH I I/4 INCH I �` �- N W PLASTIC CAP MARKED(GASTON)OR AS NOTED 11:.- ad2 I. Z 1'�Lk Nam_ 0 FOUND 4's4'CONCRETE R/W MONUMENT II I a ' BASIS FOR AZIMUTHS FROM NORTH- - (n " n Sheet 1 of 1 AMENDED PLAT OF LOT 10 AND LOT 11,TAI LANE ADDITION L`•f� I - 20'WIDE EASEMENT FOR I [N45'00'00-E1 BEARING COMPUTED FROM AZIMUTH SHOWN - ' SERNCET TO LOT 2 BLOCI(1 ,. EXISTING ASPHALT PAVING DED 1'CURB STOP I Lj $,� 2,,/la/o2 +(2010) PROPOSED SPOT ELEVATION L �, 20.00 BUILDING TIE DIMENSION NOT TO SCALE '\~ - INSTALLED �1/02 N TAPPED BY CRY = y zV/ri%ni TRAFFIC FLOW cao� INSTALLED 6 SCH 40 SEWER MAIN I SU OE STOP AND ODCY! THENCE TO CURB STOP E. �.,_ '— nr a m Iunor.7 THE FIRST PROPERTY LANE. "",'� i d Tuw INSTALLED i'WATER SE 1\T Qr' � rj EXISTING FIRE HYDRANT U.2"RIGID I Lar`°r wvwl N EMENF - _ w�+ B' MINOR CONTOUR LINE ocsn wxxc �20. r \ WHERE NE71�PWRO'I S THAN WOwNEWS E4 ` MAJOR CONTOUR LINE me/! '50 1+7 / � �� o� A poN'' _ EXISTING 55 LIII-F Z / R N SS MH-1 1+00 u mE o — CIO "e y c --- PROPERTY LINE f - �- - RIM=96.50 Byg, �$ N RW1.1792.B8 �1 I j i O '5,00 iL.E_ 8.9 _ .y�_ �� II INV N-4788.15 ADJOINING PROPERTY LINE 2-W' 2 J ®5 I INV 5.4788.25 EASEMENT LINE a 4 g INSTALLED 1 112'WATER SERVICE PROPOSED CONCRETE CURB j g ,' m PROPOSED SWALE ETENTION POND CONTOUR 2 cawcNrz _ ' EXISTING WATER LINE - EXISTING SEWER LINE PROPOSED SEWER LINE I IN 4'SS SERVICE O .OS 207 ✓1 z ° NIM�9 90 Z I � f� � cmnic axaw j w .- f�l III •�°' INSULATION USED ovHR ss g10 EXISTING ASPHALT PAIN, 1CAI Z 1 WHERE LESS TW�1 4'OF COVER - I o Scale 0 Feet W REDUCED PRESSURE BACKFLOW PREVENTION `fin pF & g 0 3 9 F O g DEVICE INSTALLED AHEAD OF WATER METER. 1 Scale In Meters G+s LNE ANY: S� Contour Interval: I Foot BENCHMARK \ ---- NOTE: ALL WATER SERVICE 5 65'DEEP UNLESS _ -` ®wy..,ye.2' --- — _ Ep \ --- Engmouw.w n�v,- -rp - _ W 47-01 T INDICATED OTHERWISE ON PUN. BU_r 5P OF YPC LOT CORNER I - I F VATION=4796.69 FEET, (CITY OF BOZEMAN DATUM) REMOVED CONNECTION TO EXISTING METER PIT. ITT CONNECTED TO E%ISTNG 3/1 REDUCER FRENG. INSTALLED 3/!"SERVICE LANE FROM CURB STOP I �' To BUILDING.INSTALLED REDUCED PRESSURE BACK FLOW W Iil PREVENTOR DEVICE AND WATER METER. IN RESSLER CHEVROLLT TEE AFTER WATER METER WNH A VACUUM BR ER ON BRANCH RETURNING TO IRRIGATION g IIII I INSTALLED 3/4 LINE FROM VACUUM 9REfKE TO _ III I EXISTING IRZTION SYSTEM CONNECTON. j -- - LOT 1AMENDE PLATF 3BLO )-C i4 x00 �10^�0 tit All"I-1.1 0 x9,ON^y^00 O h F� EXISnVG Jr PROPCSED_GTADE 4795 —_ 4'SS SEWER SERVICES V GENERAL NOTES LT RT 3+81.0 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS 4TH A, EDITION, JANUARY 1996, ADDENDUM NUMBER 1, JUNE 1, 1998, ADDENDUM NUMBER 2, 4790 MAY 2000, WQB CIRCULAR NUMBER 2, AND THE CITY OF BOZEMAN MODIFICATIONS TO .0 LF 8 SCH 40 PVC' :SS MPWSS, ADDENDUM NUMBER 1, FEBRUARY 1998, ADDENDUM NUMBER 2. MARCH 2O00 BORED MANHOLE FOR CONNECI7 153.0 LF 8 SCH 40 PVC SS ®C.41% AND ADDENDUM 3, MAY 8, 2001. &FLOW CHANNEL 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL v BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE 47851- - CITY OF BOZEMAN ENGINEERING DEPARTMENT. MSULAIION USED O4ER MAIN 3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE WHERE LESS n+AN 4 of COVER 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 - EQUIPMENT AND MATERIALS BY THE ENGINEER. -T' III`�� _ h o o cN, a n m rn m'� o in rn m 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE 'O tO `O 1O `O tO BEGINNING OF CONSTRUCTION. m 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN AT LEAST rn m m 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 6. USE TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY ENGINEER. 7. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. Drawing Date: 2127102 8. TRENCH BACK FILL SHALL BE TYPE A. SANITARY SEWER PLAN AND PROFILE 9. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. C1 :ZONTAL AND '.' G' VERTICAL 10, ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY SHALL C OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. S CO��lj(1FT�nT T/"1T D 11. CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. lL1fA`J 1\I`J 11 iK�U�11 iF1J 12. FOR THE WATER SERVICE LINE, THE TAP OF EXISTING WATER MAIN WILL BE DONE BY THE CITY OF BOZEMAN WATER DEPT, AND THE WATER SERVICE LINE RUN FROM THE MAIN TO THE FIRST 6/5/02 ABI CURB STOP, WHERE APPLICABLE, BY THE CITY OF BOZEMAN WATER DEPT. AT THE OWNERS EXPENSE. 13. IF CONTAMINATED GROUND WATER OR SOILS ARE ENCOUNTERED DURING EXCAVATION, THE MONTANA DEQ SHALL BE CONTACTED FOR REMEDIAL ACTIONS TO BE TAKEN. 14. ALL SEWER SERVICES TO BE SCHEDULE 40 PVC. �__