The URL can be used to link to this page

Home My WebLink AboutBrookside Apartments II N LEGAL DESOM 10N LEGEND MARK A. CHANDLER (R) RECORD DISTANCE OR AZIMUTH (M) MEASURED DISTANCE OR AZIMUTH L NO 9518ES. F " FOUND 5/8 INCH REBAR WITH 1 1/4 INCH �.E rl •• f p PLASTIC CAP MARKED(GASTON)OR AS NOTED FOUND 4"M4"CONCRETE R/W MONUMENT Seale In Feet BASIS FOR AZIMUTHS FROM NORTH: 50 0 50 AMENDED PLAT OF LOT 10 AND LOT 11,TAI LANE ADDITION Sheet S O, 3 [N45.0000•E1 BEARING COMPUTED FROM AZIMUTH SHOWN 15 0 15 I A g:Y.:`',._. '(2030) PROPOSED SPOT ELEVATION Scale In M0ers V _��,1d�rx Y. 20.00 BUILDING TIE DIMENSION I ~ TRAFFIC FLOW DRAINAGE DIRECTION EXISTING FIRE HYDRANT n p >-:4 j � MINOR CONTOUR UNE I r 1 a - 490r MAJOR CONTOUR LINE AP • • • • �-'- °" ,•+�� w = y PROPERTY UNE --- ADJOINING PROPERTY UNE I.!' - -a - - - � �._ t ', �� I• �• � EASEMENT LINE IYf hoU 9l — t C PROPOSED CONCRETECURB di , �� N W -- PROPOSED SWALE ETENTION POND CONTOUR 5 Q - EXISTING WATER LINE w p 4 _ G PROPOSED WATER LINE •�tEp -- EXISTING SEWER LINE ° Bva6L ---- PROPOSED SEWER LINE ° II i uuis Yyi • i �// \� i BENCHMARK y0�� aoq• e5�� a °JAL 05�'�� o?`'� �CT�.�,F- FIRE HYDRANT #347, SOUTH SIDE OF COLLEGE. �Q� ®p. �Q� JG ,y�0}�:y0:o`L5•p�FQ ELEVATION=4845.36 FEET, "STAMPED FLANGE BOLT" (CITY OF BOZEMAN DATUM) o �OGPQ / o 0 0Q ,yxa ya�.ae'L�4'FPt' •So y0h�'h^�`L �P�� bp'`�.50ayo hp pFM QS��O��Op� �aV �.�0�6 ry00 M Ox a a0,5•..,La y1 ryX yob a�'JpOrypO�,ry 4�Ft?-P�'�' �+`� y 1'da0 a0,100o`ti C/]f.y GENERAL NOTES9°ao o 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS 4TH EDITION, JANUARY 1996, ADDENDUM NUMBER 1, JUNE 1, 1998, AND THE CITY OF BOZEMAN MODIFICATIONS TO MPWSSS, ADDENDUM NUMBER 1, FEBRUARY 1998, F�dye 00 AND ADDENDU 3, MAY 8. 2 . ADDENDUM 2. NOCHANGENUMBER MODIFICATION MARCH 0 0 THE APPROVED PLANS AND SPEOCIOFI PHASE I ICATIONS SHALL 4840 ROP-.$E'D 1q?AQf BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE _ CITY OF BOZEMAN ENGINEERING DEPARTMENT. 6"SS SEWER SERVICES 3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE LT RT ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., 4835 _ _ 1+oz11 FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. - t+73.63 '.. INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL blb 7p�� Aa 2+94.89 EQUIPMENT AND MATERIALS BY THE ENGINEER. 24 LF 8" SDR-35 0 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE PVC SS ®0.407 a 160.2 LF 8" 4890' -- -35 F,VC 55-®0.407, _ -8-7 BEGINNING OF CONSTRUCTION. 20 - 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN AT LEAST 98.19 LF 8",SDR-35 PV SS ®O.4gg 24 OR TO BINNING 6. USE HTTYPE P BIEDD NG UNLESS DIREOCTED OTHERWISE BY ENGINEER. I Il i L 8" SDR-351IPVC UATUM ELE S ®0.409 7. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. _._ —_ S. 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 12. SDR 40 PVC SHALL BE USED FOR ALL 6" SANITARY SEWER SERVICES. 80 1+00 1+50 2+00 2+50 9+ O SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. 11. CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. 0+00 -� -- - i -- ------ -- -- - - -- -- ---- 00 3+50 4+00 4+50 8+00 8+80 PHASE I SANITARY SEWER PLAN AND PROFILE AB3 SCALE: 1"=50'HOR Z`I AND 1"=5' VERTICAL -- -- - W AS CONSTRUCTED 8 3/25/02 Q 0 Drawing Date: 3128102 cli O a AB3 O11S3 0 LEGEND MARK A (R) RECORD DISTANCE OR AZIMUTH { n CHANDLER �� (M) MEASURED DISTANCE OR AZIMUTH No. 9518ES �Y li� ..;. 45,A FOUND 5/8 INCH REBAR WITH 1 1/4 INCH L --'AF� r_ �"�'< ��.►' " y9� RfCI ST EFL PLASTIC CAP MARKED(GASTON)OR AS NOTED FOUND 4"v4"CONCRETE R/W MONUMENT _ Scale In Feet l __ BASIS FOR AZIMUTHS FROM NORTH: 50 0 50 I + t AMENDED PLAT OF LOT 10 AND LOT 11,TAI LANE ADDITION ! Sheet 2 of 3 EN45'00'00"E]BEARING COMPUTED FROM AZIMUTH SHOWN 15 0 •(2a.30) PROPOSED SPOT ELEVATION Scale In Meterslig III Jj I I 20.00 BUILDING TIE DIMENSION TRAFFIC FLOW o DRAINAGE DIRECTION ftC R l EXISTING FIRE HYDRANT MINOR CONTOUR LINE - oN,� -4908- MAJOR CONTOUR LINE - --- - A. ' • } �' UD xy § • w a PROPERTY LINE ®, —� ADJOINING PROPERTY LINE '��, ' EASEMENT LINE " I I , i ..,. IL' /n V�1Ot MID pIECN - � i � -— PROPOSED CONCRETE CURB PROPOSED SWALE/RETENTION POND CONTOUR ° EXISTING WATER LINE I PROPOSED WATER LINE 1� I el i I N p EXISTING SEWER LINE \ rZR PROPOSED SEWER LINE ..�.� � •' _ Ill $ 11 BENCHMARK 4 FIRE HYDRANT #347, SOUTH SIDE OF COLLEGE. ELEVATION=4845.36 FEET, "STAMPED FLANGE BOLT" (CITY OF BOZEMAN DATUM) GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS 4TH SITE GRADING/DRAINAGE PLAN - EDITION, JANUARY 1996, ADDENDUM NUMBER 1, JUNE 1, 1998, AND THE CITY OF -- t '"i =50 " l - BOZEMAN MODIFICATIONS TO MPWSSS, ADDENDUM NUMBER 1, FEBRUARY 1998, SCALE: ADDENDUM NUMBER 2, MARCH 2O00 AND ADDENDUM 3, MAY 8, 2001. .. { 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. 3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE 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 �P EQUIPMENT AND MATERIALS BY THE ENGINEER. 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN AT LEAST `y44FGp'C'�'�`YjP� 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. `J� 6. USE TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY ENGINEER. O �6�'D Nb'0�,��+,�p0� 7. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. pX°e�d�"OSrP�PO `spa' ��V/�� OP7 J05 �JIOQ`,PQQ-V„ ��jjll 8. TRENCH BACK FILL SHALL BE TYPE A. 6 °aPa�1 9. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES, G\z O 3 2 10. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF 602EMAN'S WATER SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. ,Lh 0� Oa 0� p,`1' 11. CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. X�0 Pw4"ry,� °�� et1,�° bx� lip, PCory1 Ox9'�Py 4,O+ 4P 5 G ti L �2 16 �O O 'b O .yx PHA3 I 7 __ PHASE II AF'llEROIX�N �L AIA _ AANN//AAft + ��'///�� I PROPQ$ED�GRgQE' - 1 1/2"WATER SERVICES {,/) O 4840G}7gD1 - LT RT o^ O+27.2 V PRO49BE6. 4- 1+39.0 D£x AACW �L,11 4+27.2 111 WATER MAIN D/TCH. s 7 CR05 C. I o O � i ��+ '_ ,p i 2"WATER SERVICES LT R7 Y r INSTALLED 33 LF F 8" LASS 1 DIF� 0+97.2 0+88.7 W INSTALL 104.5 Li OF 8, Ci 51 IP ^ "s£I�'R sERt7;E' '0` 0+99.2 1+37.0 4890 8-]SE wcal - 4+29.2 PRO ND 2'TRICK x 4'WID£INSULAR 0V£R A 7ER WAIN FROM STA 2+79. .�` � STA 4+3725 _. ro AS CONSTRUCTED t — — 0 3�25�U2 c o Ni + ISf mI vi o 1, e o n n m m ro Drawing Date: 8/28/02 0 a6 ai a 16 of 1u ai m q 0+00 0+50 1+00 1►50 2+00 2+60 8W0 3+50 4+00 -- - 5 , WATER PLAN AND PROFILE AB2 C2 SCALE:(1"=50'-O"HORIZONTAL)(1'-5'-0'VERTICAL) 1133 i; N I GF MOVTAa, _L_EGEND_ C AANDL R $OUTH9RQOx CONDO.", M� (R) RECORD DISTANCE OR AZIMUTH I NO. 951BES (M) MEASURED DISTANCE OR AZIMUTH • FOUND 5/8 INCH REBAR WITH 1 1/4 INCH PLASTIC CAP MARKED(GASTON)OR AS NOTED FOUND 4'x4"CONCRETE R/W MONUMENT Scale In Feel NEw 1•r y BASIS FOR AZIMUTHS FROM NORTH: 50 0 50 _ --TRA�M1- _ _-_- - --- n AMENDED PLAT OF LOT 10 AND LOT 11.TAI LANE ADDITION Sheet 3 of 3 [N45-00.00`EJ BEARING COMPUTED FROM AZIMUTH SHOWN 1$ Q 15 d'■L'd4.'•� • U E w F d / •(>D-�) PROPOSED SPOT ELEVATION Scale !n Meters --- -- - � - � �^�*'•- - ^� k �+s 20.00 BUILDING TIE DIMENSION TRAFFIC FLOW ..s.�.� S t W \"°4k A•' DRAINAGE DIRECTION _ u- II.I, l�www_ I EXISTING FIRE HYDRANT r �^> Ch m MINOR CONTOUR LINE N -49U&- MAJOR CONTOUR LINE -r.r ,.•� / �' ��5 P2° r,5�� {•l`,�''�'I�'.1, A PROPERTY LINE 5y�� O1' ----- ADJOINING PROPERTY UNE y� O� 3� O �a A�0�„Ce�° ,Z,/ .1?5 • 1t =� q Vi EASEMENT LINE _, ry~. / 0 Q / X PROPOSED CONCRETE CURB - — PROPOSED SWALE/RETENTION POND CONTOUR S 'S ti �. P ^J �• F O� 0 b0 a0 b'� xa Dry b0 O.rV0 �`Y F`'l„tl'Q' +� xry pb a0•Ly '`ry w a EXISTING WATER UNE .y�\�ii �0'S�®rL 2y'lp' /Yi. y�\�,y�y�e,VO. PROPOSED WATER UNE EXISTING SEWER UNE ,.`�`'_. F\[�yOQF. F��y.��Ci xb'y. PROPOSED SEWER UNE '°""" 5 �'�° y��p a00•L'' tF•I PHASE I ROPOSED ADE - - - _ - € -&R-D-- -- _ 6"SS SEWER SERVICES LT RT1.0711 rT1 483ti ti - - ------ --'- 1+73.63 0�~) O"O y a 2+94.89 BENCHMARK a _ FIRE HYDRANT #347, SOUTH SIDE OF COLLEGE. Q� ya0 a�� ELEVATION=4845.36 FEET, "STAMPED FLANGE BOLT' (CITY OF BOZEMAN DATUM) 24 LF 8" SDR-36 b0 _ 160.2 LF 8= $0$- - a PVC SS ®0.40% 15..PVy SS +B3o 20 LF 79 35 ,FIVE SS'®0.40, 40 C/l 9819 LF 8" SDR- 35 PVC SS ® 0.49 GENERAL NOTES --- T�-- + .58 LF 8" SDR-35 PVC $5 00.40% - -I 1r 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS 4TH DA 7'VV/-/E��'_ -- EDITION, JANUARY 1996, ADDENDUM NUMBER 1, JUNE 1, 1998, AND THE CITY OF 4R25.00t— BOZEMAN MODIFICATIONS TO MPWSSS, ADDENDUM NUMBER 1, FEBRUARY 1998, ADDENDUM NUMBER 2, MARCH 2O00 AND ADDENDUM 3, MAY 8, 2001. 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE -- CITY OF BOZEMAN ENGINEERING DEPARTMENT. 0+00 0+60 1+00 1+60 2+00 2+60 3+00 3+60 4+00 4+60 6+00 6+•0 3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. r,_'�PHASE I SANITARY SEWER PLAN AND PROFILE INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL Ap3 SCALE: 1"=50'HORIZONTAL AND 1"=5' VERTICAL EQUIPMENT AND MATERIALS BY THE ENGINEER. 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE .. - BEGINNING OF CONSTRUCTION. 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. 6. USE TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY ENGINEER. x yi5p LL 7. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. �� C°'1yF' g� 3 E ^/ 1F B. TRENCH BACK FILL SHALL BE TYPE A. / OPO 9. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. 1��a•y�p,.� Q�`�? p41 10. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY ,x�' paOb�O V�°QQ� Q� - I' n y� _ __ _ " T , r• 7 SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. �P��O�� 4S�G tj, a•sccc �I/ O 11, CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. 12. SDR 40 PVC SHALL BE USED FOR ALL 6" SANITARY SEWER SERVICES. a , ^"'^ a0'S°• - a 3svHal-N 3W .s a.�r PHASE II 0.0 17 GRq a 4840 --- /NSTALLED RADE z<R 1 cI R c 6"SS SEWER SERVICES RT LT J 1+88.28 8" WATER AIN AS CONSTRUCTED IY29/02 4830 Drawing Date: 3128102 O O ao a m a 2+00 1+00 0+00 AB3 z ` PHASE II SANITARY SEWER PLAN AND PROFILE C3 SCALE: 1"=50' HORIZONTAL AND I"=5' VERTICAL 01133