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Home My WebLink AboutKagy Crossroads Subdivision - Lot 1 Block 3 I LEGEND BENCHMARK MARK A. -- FIRE HYDRANT AT SW CORNER OF INTERSECTION OF REMINGTON WAY AND SOUTH 22ND. { CKANDLER (R) RECORD DISTANCE OR AZIMUTH ih NO. "18ES ELEVATION=4889.05 FEET, "ARROW FLANGE BOLT' (CITY OF BOZEMAN DATUM) / (M) MEASURED DISTANCE OR AZIMUTH / 7 y1Z fCISTE?. O FWNU 5/8 INCH REBAR WITH 1 1/4 INCH F T PLASTIC CAP MARKED(GASTON)OR AS NOTED GENERAL NOTES FWND 4 x4'CONCRETE R/W MONUMENT Scale In Feel _ BASIS FOR AZIMUTHS FROM NORTH'. 50 0 50 Sheet I of f AMENDED PLAT OF LOT 10 AND LOT 11,TAI LANE ADDITION 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS 4TH (N45-00.00-E]BEARING COMPUTED FROM AZIMUTH SHOWN 15 0 15 EDITION, JANUARY 1996, ADDENDUM NUMBER 1. JUNE 1998, AND ADDENDUM 2, SEPT. 2000, A AND THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS, ADDENDUM NUMBER 1, PROPOSED SPOT ELEVATION Scale In Meters FEBRUARY 1998. ADDENDUM NUMBER 2, MARCH 2O00 AND ADDENDUM 3, MAY 8, 2001. 2000 BUILDING TIE DIMENSION 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL V' s IZ12/M BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THEU - ,e lz/n/p TRAFFIC ROW CITY OF BOZEMAN ENGINEERING DEPARTMENT. DRAINAGE DIRECTION _I 'rl I I i �,^.n.�' e` 3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE EXISTING FIRE HYDRANT ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. Ch�' MINOR CONTOUR UNE •' INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL to ? I��un MAJOR CONTOUR UNE �e I.I� I EQUIPMENT AND MATERIALS BY THE ENGINEER. llw��''II fN53 PROPERTY UNE 9 N - 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE w ADJOINING PROPERTY LINE . BEGINNING OF CONSTRUCTION. DIN U m - - EASEMENT LINE l 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING �} PROPOSED CONCRETE CURB _ �jll.'. 'i J I 'i AND WATER DEPARTMENTS AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. PROPOSED SWALE/RETENTION POND CONTOUR EXISTING WATER LINE III 1 ��9I _2 3 6. USE TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY ENGINEER.aff c PROPOSED WATER UNE _ _ 1' F.�� ( ,� I`^^• 7. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. W EXISTING SEWER UNE L- 8. TRENCH BACK FILL SHALL BE TYPE A. I ---- PROPOSED SEWER LINE _-1 / I 9. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. 4.z(U i 10. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY T1� SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. `J 11. CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. NOT TO SCALE s /F�LO LI RIY lIA8F153 - .u- BOLT _ ��•'�.• 4P IH'.4 - -- _ ARROW BOLT ON H'(DRNITELEV I +- (CITY F DOZ MAN FEEL rW` tcm a BozEUM/bATuu) I 55 III-I,A ... RIM 4 FL , HYDG F rs� HYOR Ni __ EXISTING L�11N ICIII I I L/�/ SSAIH 10 �,uaa �� S I FORFCWNECiI4 IFS' -- I' f .RIL 8. R AW _ ANf)f1 AlE M { 1I1111"/� FL E 7 11 - 55 MN tOB I I I South f F L.s Ierr z11 1Bp5 a 1 J-4Be4.o7 C' I -I FL w 4871.21 =4877.b0 � FLA S-487870 F L NW 481x71 - -4D77'80' �► - I A LOT 1 µ PLAN VIEW PLAN VIEW SCALL SCALE: 1"=50' � it 1 a0 \�P iic' OP v O O y�C,�0 r6 O FI OK trF,QF. Jp p gp�4�°j,Sq Yy\��'"7--/�C1�P �9T0 gp00 ��.�K,y� p� 4J� Q�k}.�, W 0II-b M N 1890 T - _ PROPOSED CRgpE. PROPOSED CRgDE � 6" SEWER SERVICES 4885'1 EXIS77NG GRADE 6" SEWER SERVICES EXIS77NC CRA$ LT RT LT RT 48es 1+03 0+97 ^' 1+41 I 1+62.5 BBL=48E.10AN .1 48W B" M/NNR q 02 4880 - - -- INSTALL 126.7 LF OF 8" EXISTING 39.30 LF OF 8' SDR 35 PVC O 0,88% C900 PRESSURE MAIN O 0.8R INSTALL 144.5 LF OF B'$DR 35 PVC O 1.215 4875 Drawing Date: 12117104 oa o0 o SDI 1+oo "so so 0+00 0+50 1+00 TH50 AB2 2 SANITARY SEWER MAIN @1 PLAN AND PROFILE 3 SANITARY SEWER MAIN v2 PLAN AND PROFILE C1.0 SCALE: 1"=50' HORIZONTAL AND 1"=5• VERTICAL C7.0 SCALE: 1"=50' HORIZONTAL AND 1"=5• VERTICAL #02024 LEGEND BENCHMARK a'qCH=AN0L0tFIRE HYDRANT AT SW CORNER OF INTERSECTION OF REMINGTON WAY AND SOUTH 22ND. T (R) RECORD DISTANCE OR AZIMUTH ELEVATION=4889.05 FEET, "ARROW FLANGE BOLT" (CITY OF BOZEMAN DATUM) (M) MEASURED DISTANCE OR AZIMUTH 9- fCl S1E0.-A��pti' • F FOUND 5/81NCH REBAR WITH 1 1/41NCH VICINITY MAF- PLASTIC CAP MARKED(GASTON)OR AS NOTED FOUND 4"x4•CONCRETE R/W MONUMENT GENERAL NOTES BASIS FOR AZIMUTHS FROM NORTH: Sheet 1 Of > AMENDED PLAT OF LOT 10 AND LOT 11. TAI LANE ADDITION - 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS 5TH EDITION, [N45ro0'00'E]BEARING COMPUTED FROM AZIMun SHOWN MARCH 2O03, AND THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS. ADDENDUM NUMBER 1, ati'' FEBRUARY 1998, ADDENDUM NUMBER 2, MARCH 2O00 AND ADDENDUM 3, MAY 8, 2001. Q �. PROPOSED SPOT ELEVATION 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL �7�77 z/1/a 20.00 BUILDING TIE DIMENSION I,I BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE 1 e 9 TRAFFIC FLOW CITY OF BOZEMAN ENGINEERING DEPARTMENT. _,,� Rd I'II �- 3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE 'VN DRAINAGE DIRECTION - ENGINEER, WORKING DRAWINGS. SPECIFICATION SHEETS, ETC., EXISTING FIRE HYDRANT .tea " .. FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. $-� A7F INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL MINOR CONTOUR LINE "°9r ei"0' Z EQUIPMENT AND MATERIALS BY THE ENGINEER. w -4908- MAJOR CONTOUR LINE L--1 /�•f L . 7 . "" ° r J 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE PROPERW LINE I L J 4:, BEGINNING OF CONSTRUCTION. ADJOINING PROPERTY LINE 1 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING Y EASEMENT LINE `=J I AND WATER DEPARTMENTS AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. PROPOSED CONCRETE CURB NOT TO SCALE a 6. USE TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY ENGINEER. PROPOSED SWALE/RETENTTON POND CONTOUR s` W EXISTING WATER LINE 7, TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. c N a W 4 PROPOSED WATER LINE 8. TRENCH BACK FILL SHALL BE TYPE A. EXISTING SEWER LINE 9. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. PROPOSED SEWER LINE 10. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. (h 11. CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. vvy � �r3yl w z ! Q Lora sftw �nuTY ueem+T 3pi 4 2 L07 1 W 3 AL -1-LA5UuLI- INSTALL D•Kf�T11{. 1 YAill THRUST BL NS1A '"ATf> �' III ;;]EInT�+ 4•GATE UIV �-1 / I I I w'�ArIY f�,.n� DENCHWAL T ON HYDRANT " }III--+mil ELEVATION=4889.05 FEET rT P• n 4 (Cm OF BOZEMAN GA _ t"i V1 1_ South 22Nd i PLAN_ VIEW PLAN VIEW SCALI I"=50' �J SCALE: 1"=50' O J°y �J°� ��Q. XdJ o�? C,PQ1Q�0 A y �o�0 h 9��eP�yo oa�yo 9y ��05 �'y� �Q�� °�4�y P P��o• °xry A,P J� 4 Ox r,'�p�J��,t.� ,�'�y�? 1� 4890 M 4e90 Y WATER SERVICES PROPOSED GRADE 2 WATER SERVICES OPOSED GRADE LT RT EX/S7%N __ LT FIT -. RAgE 0+25.g EXlS/NG GRA 0+42 4885 DE 0+48 0+27.5 0 1+37.5 4895 1+83.25 1+39.5 k 1+85.25 -6 6"55 R Ile O oip F 80 L. =80.6J I + O b ^i 14 4880 1✓OS IF OF 4'CLASS 51 DIP WA IFR MAIM 4880, _ ,e INSTALL 174 LF OF EXISTING 21.25 LF 4" CLASS 51 DIP 0u�. OF 4 CLASS 51 DIP a • 3 3 °, - e o ---- + m m $ $ Drawing Date: 12/17/04 0+00 0+50 1+00 1 50 0+00 0+50 1+00 1+50 2+00 I WATER LINE PLAN AND PROFILE= C3.0 WATER LINE PLAN AND PROFILE SCALE: 1"=50' HORIZONTAL AND 1"=5' VERTICAL AB3 C3.0 SCALE: 1"=50' HORIZONTAL AND 1"=5' VERTICAL i #02024