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HomeMy WebLinkAboutFowler Meadows Condominiums MANHOLE I "," 1-� _______--__T----------------------_------ _ p ------_________ - - _______ - _______ i a T- --- ------- �'I---------- WATER �7;;--- ------- 'm SEWER MANHOLE �� � SS ,c� LEGEND VALVE°�-IIU W RIM=480741 EDGE OF PAVEMENT 5 � TgNq VICINITY MAP ,r'1 F = £y 8e ss 8„SS a ® MARK A. PROPOSED CURB STOP 11 i S 8"SS - - - - - 47 - - - - - - N89°38'47" - 196. 1' `I� - - - CHANDLER g X (20.00) PROPOSED SPOT ELEVATION 1 sl=_wER MANHOLE W 1/4 COR. SEC. 11 1 �� 13 .91' -- 9:3e 11App NO. 9518ES G VEL WE PUB ET AND UTILITY `, R o 0.mme Ra r RIM= Brass Disc 5) �LL 1 I P EA P DOC. N0. 2010772 M•9T -s ECI STER 20.00 BUILDING TIE DIMENSION _ QQ i Mon Box l0"W (n 1�RW o ��" ( o� { ATER �r MATCH ��cy ' TNEER I� TRAFFIC FLOW i 1 1 ALVE 67 - MAPL EXIST. oti rM17 X DRAINAGE DIRECTION Be 1_ O I I Box �' o\`�+ Sheet 1 of 3 w'a DETENTION POND 1 o rn q EXISTING FIRE HYDRANT I ' oe I I I Op STORM Fnd Iron Pi <4( o `, USE POND STORM = 71 ;,a ` 530 SQ. FT.'®..MID DEPTH r �`o A •-� ' D 5 n DRAIN I 1 of BO4:T1 ELSIEV DE SLOPES O P9� mN m1�/2s/u1 -4804. o v -4908- MINOR CONTOUR LINE © „ u _ L----� ----- - - -- -- --_-�` - ----0°�'-- Ch~ -4908- MAJOR CONTOUR LINE U.S 1q1 w.caleq.sr. I o^ Gu p _ - �_� _-_ �`P4 'Z,Ly 4 g2, PROPERTY LINE d I a4' 1 \5�O<J WI .75 LL0W1 I` I_.- _�� _-.�.- \ �-� NOT TO SCALE G� ��\J PO R _ H POWER 1 5 ) '1 /' - 1 NEW CONCRETE W S: 9c, ADJOINING PROPERTY LINE ��5J H POWER ,, Y - 1 1 F.L.OUT=04.50 OUTLET STRUCTURE' ---- EASEMENT LINE OR OI �y - - - - I PROPOSED CONCRETE CURB I I �P<J� / Qo% d� U 6.5 (_/� wEn - - - PROPOSED SWALE/RETENTION POND CONTOUR I p�� I•88 (.`35) 3"ASPHALT 8"W EXISTING WATER LINE -- 20 I 7.94y IN N � p'W- PROPOSED WATER LINE 3"- 1-1/2" MINUS GRANULAR FILL -8"SS- EXISTING SEWER LINE 'o I 2b (C9O'69 ED 9" -6" MINUS BASE GRAVEL SS- PROPOSED SEWER LINE 2 W2 3 W COMPACTED SUB-BASE ri_'�TYPICAL ASPHALT CROSS-SECTION ��� - _ ( 00) 1 N o '� 1 .95 PROPOSED BUILDING #3 _ - (6'6 F.F ELEV= 07.25 ade .75) �„ I AREA= 4,240 FT-2 rea 1 ExE rc Z PROPOSED BUILDING#1 7.94)I T K AREA ELEV,3 08FT 6 E I -- - H7 a za" _AREA= 5,300 FT-2 p Fnd 5/8" rebar with 2 1/2" Alum. Cap (MT F. W& P) 8. 4 I O z I N89'S3'49"' 100.52' x 1 (�.69 A W IL a" I SHED L RIM = .50 7.94� T F� ,y m 1 5" va ro v svec FL = 6. D �J 1r %,'..: •'.' ., •a' '� 1 (DOMESTIC LASE 846 INS AL ED ( 50) 3 7/ 'P AGREEMENT PER 3F 4331 ,,.Aa BA IN r 1 7.45 26.5 + '• ••"•v •. INSTALLED 35 LF 0- e.: •� I --_-_ -----------_ �_A 75 PVC ® 0.50% (706) 1 PROPOSED EM WIDE LL 1 UTILITY EASEMENT /1 CRIJ 20 0 20 SUBSB45E COURSE �OOOOOOOOOOOOOOOOOOOOOOOOOOO� > "? 1 I .// �.-.- \.- _ � (7.75) I' (✓�.44) F-I o�0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7. 4 _ Scale In Feet BASE r MW o 0 0 0 0 0 0 0 0 0 0 0 0 \ -F'L j6. L F F SNE F.L 6.35 TR CT 1 1RAI W .7 ( .50 As REQUIRED a / I I VC TO BE EM V - 6 0 6 I I� / / / R_35 H L Scale In Meters o I - - I - TO COMPAC3E0 SUBGRAOE o II 1 �, NH O O� 907 7 SQ. F1 JI zS. d.or bogie caum cwnpac shall conform 1..esllon=230(M.-SPo .,1996 W.) N ��_ � /V/ � � -,_ O,r, PROPO�ED I (ty.44 . oo Um jmn a 11 b.1,-o 10•mk,,.me eed enrol nave.mmlm.m d.pu or Sic-m ml,m wlau or I/r. a I \ / / g, FIR 3. e/r eeDenaan Tame h.11 es Dte=etl c el .r.., ro root en m ne mere uan 300•In1e,.•el.. rM. �(g �y, HYDRPINT.veb.lon meq .han mane d n. f deem or°'m. re° a City C� o - \�._ �A TT aR y,0 a. MoeC.ro ena gmur ehmlMbe vl.eea ebwl a rmm rerm mw.=imn er a.a1r rngm..r e,hi.,.vr...Man•.. � / z23s 1-V-,1-ed.1 rev e.ro e,w n I - -RETENTION POND 1 a R Q fl qutterdrepleumenfeDroj IMamwaslnd rxk may4e� d br tM grovel base. Y� �.i USE POND IAS SHOWN x 1.5' DEEP I E 5 _ r° o Qda: 1 1,175 Q. FT. ®MID DEPTH o �O RICK /1 CONCRETE CURB AND GUTTER DETAIL W w a SIDE SLOPES ' \ NE H o gr.d C7 SCALE:NTS C.O.B.STD.DWG.N0.02528-1 C pollZ BO ELEV=4806.25 // / 8 O RIM .15($4¢ PRO FO EEDV BUILDING #4 v C� corn Ro 1=" RIM=B FL N 07.80 AREA= 4,240 FT-2 BENCHMARK z �� / F FL s =0z.go BM IL to TOP OF ALUMINUM CAP AT SE CORNER OF TRACT A-1 ^� I ooLi� `� I QN I Fnd 5/8" re /BOXE =B. 0 ELEVATION=4810.57 FEET, (CITY OF BOZEMAN DATUM) ovo� Z �Z .Alum. Cap (R. e / / BAS C CATCH 'L.=6. 5 �� �a o .65 BASIN (9 44 LEGAL DESCRIPTION w 0 1 I .94 POWER g lid POLE / S cIV EL ° PROPOSED BUILDING#2 / / D roE Y RETENTION POND I I� o 1 w F.F ELEV= 10.50 GUYS - I USE POND AS SHOWN x 1 TRACT A-1, AMMENDED PLAT OF VAN HORN SUBDIVISION m a SW 1/4, SEC. 11, T. 2 S., R. 5 E. OF P.M.M., U , Qro �1 �� AREA= 5,300 FT^2 WIRE - / // �. c� rt - 180 SQ. FT. ®MID D ( .94)�� / // �\ 4>�' djy(8.2 I (9.3 �._ BOT ELEV=480650 O 4:1 SIDE SLOPES CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA O 9.15 GENERAL NOTES w 1 ^w S 9' ' 3' so. o�( 9'0 .20 a :9.94) 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS 5TH II Q a 1 x :.f0 �� S EDITION, MARCH 2003, AND THE CITY OF BOZEMAN MODIFICATIONS TO MPWSSS, ° 1 '�/ 9.4 AS / ) SLAB SAS 1 ADDENDUM NUMBER 1, FEBRUARY 1998, ADDENDUM NUMBER 2, MARCH 2O00 I / / // i oe FE CE _ AND ADDENDUM 3, MAY 8, 2001. .94) / g� C.O. 3 16 / CONC 9.60 (8.JO 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL w �1 PROP D 10'WIDE (9.65 ( 0.50 -- - - __j rTl F+I BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE / I UTILITY ppSEMENT \ / / CITY OF BOZEMAN ENGINEERING DEPARTMENT. 1 1 f } RI 85 �q --�_-4--_--- J/ E 0 .5$� �� �' (. PROPOSED 1'WIDE ACC o 0 3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE -- / g�' m 10.44) AND......UTI ITY EASEMENT zz ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., I n // y // 1RSTING-' oPP FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. �(A SEAPrIC c �,� I� � INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL X 1 MWPOSED-4`00 -� (10. OJT ry�E L 10.44 n c ( ) 1-m O EQUIPMENT AND MATERIALS BY THE ENGINEER. / o < ;PROPOSED BUILDING 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE 8 W �� F.F ELEV,1 0 FT •7 W BEGINNING OF CONSTRUCTION. I S88°29'34'E o 64.00' / EXISTING AREA= 3,180 FFa I� 11 0 DARY L O Wry HOUSE LAwgL, 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN AT LEAST V / oo FF. = 9.50 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. 10/1 0o 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. I --1 ----- O 7. TRENCH BACKFILL SHALL BE TYPE A. INSTALLED .Fl. OF 36" 58. 10.60 8. USE TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY THE ENGINEER. ARCH RCP U T I I NOW / F.L. IN = 4 0 .1 N SN 9. BENCHMARK: TOP OF ALUMINIUM CAP ® SE CORNER OF TRACT A-1. F.L. OUT - 486 61 / 3 ELEVATION = 4810.57 FEET (CITY OF BOZEMAN DATUM) � PROPOSED 3'WIDE ACCESS I AND UTILI EASEMENT �I 10. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. - Ir 1' -\ O TRACT B-1 48I2 o I Drawing Date: 2/5/03 11. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY I ro 20695 SQ. FEET SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. END CURBING AND SIDEWALK 12. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. o Q w I AT FUTURE RIGHT OF WAY LINE - BENCHMARK: 13. ALL NEW FIRE HYDRANTS SHALL BE EQUIPPED WITH MUELLER HYDRANT DEFENDER SYSTEM. I �w�� SDP- DE-ALUMINUM CAP CONTACT CITY WATER DEPARTMENT FOR LOCK REQUIREMENTS. pLz I ELEVATION=4810.57 FEET AB10 14. THE SEPTIC SYSTEMS SERVICING THE EXISTING RESIDENCES AT THE SITE ARE TO BE ABANDONED I z°3M°i� 1 1 (CITY OF BOZEMAN DATUM) AS-BLMT IN ACCORDANCE WITH COUNTY STANDARDS. No�o I c5 -f- - - - 202.15' U�dW I N8832'45•'W - - - - - - - - - - - - - 95.67' End 5/8" rebar with 2" 1 297.82' 8� Alum. Cap (R. Allen) Find /8 rebar with 2"2 I Alum. C p (R. Allen) W 1 1 4g11 #03220 AWA s. w. X X III �.. p�.OF MCiVIgN n LEGEND oassoo IM A. x (R) RECORD DISTANCE OR AZIMUTH H B��j"��Zy °� apt -� - q :, " ;.I•r °i ONO. 9S18ES (M) MEASURED DISTANCE OR AZIMUTH \\�Yi�' it - - _. '�.�_. '�� __ #k I _ +" �• y9 gfsisTtR``o p ® PROPOSED CURB STOP ¢ i X (20.00) PROPOSED SPOT ELEVATION 20.00 BUILDING TIE DIMENSION ta- ii \ f\ Sheet 2 Of 3 it M IL - _ - �II Imo. m" TRAFFIC FLOW - - \ is obi e � w, O O ACi o DRAINAGE DIRECTION '� i;s �, �9 .e M m d �Ch � EXISTING FIRE HYDRANT ' LI ww -4908- MINOR CONTOUR LINE _ - ""•- fie I `�'°� y g -4908- MAJOR CONTOUR LINE - - 6-- t\-� E PROPERTY LINE '�� " a3 v vl _ ADJOINING PROPERTY LINE ---- EASEMENT LINE PROPOSED CONCRETE CURB -❑������ — �-- " �w "^" ° �� _ --- - PROPOSED SWALE/RETENTION POND CONTOURRd �'i \V=fie �� �� • dm i —8"W- EXISTING WATER LINE a III _ -1_y I_ x — — h —6 PROPOSED WATER LINE - -- -'W— � _ • zo•ss sR.�� —8"SS— EXISTING SEWER LINE � �iN.�� ••,-.� o � � a I I �"SS— PROPOSED SEWER LINE mea e anuaay as Oa VICINITY MAP it '¢ x 61 Q PLAN VIEW 0. Rd 11 I SCALE: 1"=50' PLAN VIEW �,.•��t I s �" ������ SCALE: 1"=50' G QQ wa am s GP P e �� ❑ 1 JP �'y�\1Q N0 O J5��P I �P q4.\��� 0 FQ OF c�i QJ.,o3.�\� p� ,Z, o• F, NOT TO SCALE Q, `V '` tZ�' O �i F. C�,s0 Q o C, 0- \� ryx`7�QJ'P� /Ox+�G•C�' 06 yr0��0 \�5°G,`b�t�O0. O °x���Qar, O\°�O�° O�OG G°. \� \�y O \. BENCHMARK �yy�°��o \��y� °\��� °\?�5 �^ �V4)' J�oS TOP OF ALUMINUM CAP AT SE CORNER OF TRACT A-1 ELEVATION=4810.57 FEET, (CITY OF BOZEMAN DATUM) �GPe Q�G h�l x y,�pYG'C� 4810 4810 EX/S7/NG G DE GENERAL NOTES PROPO ED GRAD f NEW 8 INS TA D 36"x58.5•All C FL.=4806.81 O EXIS ING GRADE SEWE g\ CP CULVERT WATER SERVICES tC m, 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS 5TH g SIZE STATION h, EDITION, MARCH 2O03, AND THE CITY OF BOZEMAN MODIFICATIONS TO MPWSSS, o Ni WATER SERVICES 00 �u> + 0+74 LT NEW 8" ADDENDUM NUMBER 1, FEBRUARY 1998, ADDENDUM NUMBER 2, MARCH 2O00 W iM M 0+83 RT 'SEWER o, SIZE STATION AND ADDENDUM 3, MAY 8, 2001. g� �� �ro 1-t Y 2+11 MAIN 1• o+7z.5 RT OU ai i i+ iN 1-1%0 2+83.25 RT ba, 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL ') +I is 3/4• 3+50 LT rTl BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE 4800 �i 16 to 4800 h+l CITY OF BOZEMAN ENGINEERING DEPARTMENT. INSTALLED 8 LF PROVIDE THICK x 4 WIDE INSULATION 8" CLASS 51 DIP 3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE INSTALLED 5 3 LF OF 8" CLASS 51 IP Of- OVER ATEROMSTA FROM STA 4+ 5 Z 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. ^^ q n 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE o_o_ o 000 00 �Tl BEGINNING OF CONSTRUCTION. a s .01 a s h+"1 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN AT LEAST J - 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. w 0+00 �O N� Lq In NN �� T� ^� �� c � 00 Vl O 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. cd cd ro ro of of o 0 00 00 00 00 00 00 00 00 00 0 0 7. TRENCH BACKFILL SHALL BE TYPE A. a�` a�` a�` a�` a�` a m ro a m a a0 a 00 "To 14- a v a a aWATER MAIN PLAN AND PROFILE �T 1 8. USE TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 1 9. BENCHMARK: TOP OF ALUMINUM CAP AT SE CORNER OF TRACT A-1 0+00 1+00 2+00 3+00 4+00 5+00 AB2.o SCALE:(r=50'-T HORIZONTAL)(1•=5'-0'VERTICAL) ELEVATION=4810.57 FEET, (CITY OF BOZEMAN DATUM) 10. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. �\WATER MAIN PLAN AND PROFILE 11. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY 1 1 Dmuing Date: 11125103 SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. Ae2.o SCALE:(1"=50'-0'HORIZONTAL)(1"=5'-0°VERTICAL) 12. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. 13. ALL NEW FIRE HYDRANTS SHALL BE EQUIPED WITH MUELLER HYDRANT DEFENDER SYSTEM. CONTACT CITY WATER DEPARTMENT FOR LOCK REQUIREMENTS. 14. THE SEPTIC SYSTEMS SERVICING THE EXISTING RESIDENCES AT THE SITE ARE TO BE ABANDONED ■O IN ACCORDANCE WITH COUNTY STANDARDS. 15. THE CONTRACTOR SHALL INSTALL ALL CURB STOPS FOR DOMESTIC SERVICES AT EASEMENT LINE, UNLESS NOTED OTHERWISE ON PLANS. AS—BUMT #03220 I I ,^� I ge•� ad at rm m a�ww, a _, '" �'•� .._ •_ al as OFM4VTgN ""R i yvn I s., X�—X LEGEND l�a ' pes�° x �-�� €3� (R) RECORD DISTANCE OR AZIMUTH g�x ,{� l `F `r �� _ x No. asteEs M MEASURED DISTANCE OR AZIMUTH 0 0 ) i� - e - o 0 ® PROPOSED CURB STOP X (20.00) PROPOSED SPOT ELEVATION I Sheet 3 of 3 20.00 BUILDING TIE DIMENSION _ A E REHSION.. TRAFFIC FLOW O I1/21/WQi DRAINAGE DIRECTION EXISTING FIRE HYDRANT 'l�I 'R �9" .- _ i � �!A —4908— MINOR CONTOUR LINE 9 /`° d s ? '„ I m c —4908— MAJOR CONTOUR LINE a _ - - _ _f Ej .,j�V� � �0 cn _ a PROPERTY LINE is !�� V �3� \� ----- 14 ADJOINING PROPERTY LINE l 2 �S 9 I I I a x \ U m -- EASEMENT LINE I ll ° e it W s hq p� PROPOSED CONCRETE CURB lr� `Q — - — PROPOSED SWALE/RETENTION POND CONTOUR —8"W— EXISTING WATER LINE ^B'W— PROPOSED WATER LINE 1 m —8"SS— EXISTING SEWER LINE - 1' —8 SS— PROPOSED SEWER LINE anuaa V a a1moj �! VICINITY MAP Zia as W5 M5 m9 PLAN VIEW SCALE: 1"=50' as a U.S.191^ W.College NOT TO SCALE i ^titi GF 0 OB V1 00p'` BENCHMARK �?Q�pb qa^9900 Q� 3 TOP OF ALUMINUM CAP AT SE CORNER OF TRACT A-1 ELEVATION=4810.57 FEET, (CITY OF BOZEMAN DATUM) GRAD j� 4810 E O O GENERAL NOTES GRADE STORM 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS 5TH PROPOSED EDITION, MARCH 2O03, AND THE CITY OF BOZEMAN MODIFICATIONS TO MPWSSS, h ADDENDUM NUMBER 1, FEBRUARY 1998, ADDENDUM NUMBER 2, MARCH 2O00 hl IN I+ +' SEWER SERVICES r�1 AND ADDENDUM 3, MAY 8, 2001. 2' +i I+ SIZE STATION 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL Qi i+ al IN a' o+aa LT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE 115.5 LF 8" SDR 3 a" 0+97 RT rT1 CITY OF BOZEMAN ENGINEERING DEPARTMENT. — % SS ® 0.50 % 22L 4800 SS ® . a" 2 i5 LT F+-1 4" 3+08 RT O 3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE 2 EW a" 3+47.5 LT ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., EN 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. 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE rT, BEGINNING OF CONSTRUCTION. 0.Z w 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN AT LEAST v 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. 4i� V1 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. n n o 7. TRENCH BACKFILL SHALL BE TYPE A. o `n o `n o .0 N °f c i ci 8. USE TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY THE ENGINEER. a s a s a m a s m m 9. BENCHMARK: TOP OF ALUMINUM CAP AT SE CORNER OF TRACT A-1 ELEVATION=4810.57 FEET, (CITY OF BOZEMAN DATUM) 0+00 1+00 2+00 3+00 10. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. 11. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY Drawing Date: 11121103 SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. rT1 SANITARY SEWER MAIN PLAN AND PROFILE 12. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. A SCALE: 1"=50' HORIZONTAL AND 1"=5'VERTICAL 13. ALL NEW FIRE HYDRANTS SHALL BE EQUIPED WITH MUELLER HYDRANT DEFENDER SYSTEM. CONTACT CITY WATER DEPARTMENT FOR LOCK REQUIREMENTS. 14. THE SEPTIC SYSTEMS SERVICING THE EXISTING RESIDENCES AT THE SITE ARE TO BE ABANDONED ■O IN ACCORDANCE WITH COUNTY STANDARDS. AS—BUMT #03220