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HomeMy WebLinkAboutMeadow Creek Subdivision Phase 2 & 3 • V o Z ME DOW REEK S B IVISION , PH SE 11 111 O Z � TO PROVIDE STREET SANITARY SEWER' WATER W m o W 0° AND STORM DRAIN IiAPROVEMENTS Z n � i Z � � W � E SHEET INDEX SHEET INDEX SHEET I DESCRP:nay SHEET DESCRlPAAN PREPARED FOR: c e AA 1 COVER SHEET 45 WATER PLAN-PROFILE SOUTH 27TH AVENUE STA. -0+45 TO STA. 8+00 V`I MEADOWCREEK PARTNERS' LLC 2 OVERALL SITEPLAN 46 WATER PLAN-PROFILE SOUTH 27TH AVENUE STA. 8+00 TO STA. 16+00 3 STREET PLAN—PROFILE SOUTH 27TH AVENUE STA. —0+45 O 924 STONERIDGE DRIVE, SUITE 1 4 STREET PLAN-PROFILE SOUTH 27TH AVENUE STA. 8+00 TOSTAA 24+00 16+00 48 WATER PLAN-PROFILE SOUTH 27TH AVENUE STA. 24+00 TO END BOZEMAN, MT 59718 5 STREET PLAN-PROFILE SOUTH 27TH AVENUE STA. 16+00 TO STA. 24+00 49 WATER PLAN-PROFILE GOLDENEYE DRIVE STA. 0+00 TO STA. 2+50 6 STREET PLAN-PROFILE SOUTH 27TH AVENUE STA. 24+00 TO END 50 WATER PLAN-PROFILE GOLDENEYE DRIVE STA. 2+50 TO END ,t�a 7 STREET PLAN-PROFILE GOLDENEYE DRIVE STA. 0+00 TO STA. 2+50 51 WATER PLAN-PROFILE ENTERPRISE BLVD STA. 14+00 TO STA. 19+50 `,041 8 STREET PLAN-PROFILE GOLDENEYE DRIVE STA. 2+50 TO END 52 WATER PLAN-PROFILE ENTERPRISE BLVD STA. 19+50 TO STA. 23+50 KURT W. PREPARED BY: 9 STREET PLAN-PROFILE ENTERPRISE BLVD STA. 14+00 TO STA. 19+50 53 WATER PLAN-PROFILE PARKWAY AVENUE STA. 0+00 TO STA. 8+00 'o��TJH'. g pENGINEERING INC. , LN 10 STREET PLAN-PROFILE ENTERPRISE BLVD STA. 19+50 TO STA. 23+50 54 WATER PLAN-PROFILE PARKWAY AVENUE STA. B+00 TO STA. 16+00Consulting Engineers and Lund Surveyors 11 STREET PLAN-PROFILE PARKWAY AVENUE STA. 0+00 TO STA. 8+00 55 WATER PLAN-PROFILE PARKWAY AVENUE STA. 16+00 TO END iOABILLINGS • BOXIAIAN 12 STREET PLAN-PROFILE PARKWAY AVENUE STA. 8+00 TO STA. 16+00 56 WATER PLAN-PROFILE SOUTH 23RD AVENUE STA. 0+00 TO STA. 8+00 13 STREET PLAN-PROFILE PARKWAY AVENUE STA. 16+00 TO END 57 WATER PLAN-PROFILE SOUTH 23RD AVENUE STA. 8+00 TO STA. 16+00 14 STREET PLAN-PROFILE SOUTH 23RD AVENUE STA. 0+00 TO STA. 8+00 58 WATER PLAN-PROFILE SOUTH 23RD AVENUE STA. 16+00 TO END 15 STREET PLAN-PROFILE SOUTH 23RD AVENUE STA. 8+00 TO STA. 16+00 59 WATER PLAN-PROFILE AINSWORTH DRIVE STA. 0+00 TO STA. 8+00 16 STREET PLAN-PROFILE SOUTH 23RD AVENUE STA. 16+00 TO END 60 WATER PLAN-PROFILE AINSWORTH DRIVE STA. B+00 TO STA. 16+00 17 STREET PLAN-PROFILE AINSWORTH DRIVE STA. 0+00 TO STA. 8+00 61 WATER PLAN-PROFILE BLACKWOOD ROAD STA. 0+00 TO STA. 8+00 18 STREET PLAN-PROFILE AINSWORTH DRIVE STA. 8+00 TO STA. 16+00 62 WATER PLAN-PROFILE BLACKWOOD ROAD STA. 8+00 TO STA. 16+00 19 STREET PLAN-PROFILE BLACKWOOD ROAD STA. 0+00 TO STA. 8+00 63 WATER PLAN-PROFILE BLACKWOOD ROAD STA. 16+00 TO STA. 24+00 _ 20 STREET PLAN-PROFILE BLACKWOOD ROAD STA. 8+00 TO STA. 16+00 64 WATER PLAN-PROFILE BLACKWOOD ROAD STA. 24+00 TO STA. 27+00 21 STREET PLAN-PROFILE BLACKWOOD ROAD STA. 16+00 TO STA. 24+00 65 WATER PLAN-PROFILE LAST LOOP DRIVE STA. 0+00 TO STA. 8+00 46 ® ®®®®®®® 22 STREET PLAN-PROFILE BLACKWOOD ROAD STA. 24+00 TO STA. 27+00 66 WATER PLAN-PROFILE LAST LOOP DRIVE STA. 8+00 TO END ® ® =mm ® a ® ® RIM ®®en ®®m 23 STREET PLAN-PROFILE LAST LOOP DRIVE STA. 0+00 TO STA. 8+00 67 WATER PLAN-PROFILE MEAH LANE STA. 0+00 TO 3+00 w � ® ® �® MERE ®® 24 STREET PLAN-PROFILE LAST LOOP DRIVE STA. 8+00 TO END 68 WATER PLAN-PROFILE LANCE DRIVE STA. 0+00 TO 3+00 Q a HUFFINE LANE COLLEGE STREET 25 STREET PLAN-PROFILE ALLEY #3 STA. 0+00 TO STA. 8+00 69 WATER PLAN-PROFILE BREE LANE STA. 0+00 TO 3+00 = �-U) MEOW ® 26 STREET PLAN-PROFILE ALLEY #3 STA. 8+00 TO END 70 POND 5A & POND 5B LAYOUTS & DETAILS a- p�z �® 27 STREET PLAN-PROFILE MEAH LANE STA. 0+00 TO 3+00 71 POND 6A & POND 6B LAYOUTS & DETAILS Z r Ld 28 STREET PLAN-PROFILE LANCE DRIVE STA. 0+00 TO 3+00 72 POND 7 & POND 12 LAYOUTS & DETAILS O ,o a w ®IN ® 29 STREET PLAN-PROFILE BREE LANE STA. 0+00 TO 3+00 73 POND 15 & POND 16 LAYOUTS & DETAILS (n a zo IE o ®® ® 30 SANITARY SEWER PLAN-PROFILE SOUTH 27TH AVENUE STA. -0+45 TO STA. 8+00 74 STRIPING & SIGNAGE PLAN _S a z Mw U) 31 SANITARY SEWER PLAN-PROFILE SOUTH 27TH AVENUE STA. 8+00 TO STA. 16+00 75 STRIPING & SIGNAGE PLAN af Ln z bi 32 SANITARY SEWER PLAN-PROFILE SOUTH 27TH AVENUE STA. 16+00 TO STA. 24+00 76 STRIPING & SIGNAGE PLAN m w > w 0 0o KAGY BLVD 33 SANITARY SEWER PLAN-PROFILE SOUTH 27TH AVENUE STA. 24+00 TO END 77 STRIPING & SIGNAGE PLAN V) pf p p U /ram BENC MARK2 34 SANITARY SEWER PLAN-PROFILE GOLDENEYE DRIVE STA. 0+00 TO STA. 2+50 78 STRIPING & SIGNAGE PLAN `1 w V) m STUCKY ROAD 00 35 SANITARY SEWER PLAN-PROFILE GOLDENEYE DRIVE STA. 2+50 TO END 79 STRIPING & SIGNAGE PLAN W 5 z W Ga 36 SANITARY SEWER PLAN-PROFILE ENTERPRISE BLVD STA. 14+00 TO STA. 19+50 BD STRIPING & SIGNAGE PLAN w 33 37 SANITARY SEWER PLAN-PROFILE ENTERPRISE BLVD STA. 19+50 TO STA. 23+50 81 CROSS SECTIONS SOUTH 27TH AVENUE STA. 0+49 TO STA. 11+00 U o c ® 38 SANITARY SEWER PLAN-PROFILE PARKWAY AVENUE STA. 0+00 TO STA. 8+00 82 CROSS SECTIONS SOUTH 27TH AVENUE STA. 11+50 TO STA. 20+50 ~ 39 SANITARY SEWER PLAN-PROFILE PARKWAY AVENUE STA. 8+00 TO STA. 16+00 83 CROSS SECTIONS SOUTH 27TH AVENUE STA. 21+00 TO END O 40 SANITARY SEWER PLAN-PROFILE PARKWAY AVENUE STA. 16+00 TO END 84 CROSS SECTIONS GOLDENEYE DRIVE Q i 41 SANITARY SEWER PLAN-PROFILE AINSWORTH DRIVE STA. 0+00 TO STA. 8+00 85 CROSS SECTIONS ENTERPRISE BLVD �E W 42 SANITARY SEWER PLAN-PROFILE AINSWORTH DRIVE STA. 8+00 TO STA. 16+00 86 CROSS SECTIONS PARKWAY AVENUE STA. 0+20.50 TO STA. 13+00 43 SANITARY SEWER PLAN-PROFILE LAST LOOP DRIVE STA. 0+00 TO STA. 8+00 87 CROSS SECTIONS PARKWAY AVENUE STA. 13+50 TO END w 44 SANITARY SEWER PLAN-PROFILE LAST LOOP DRIVE STA. 8+00 TO END 88 CROSS SECTIONS SOUTH 23RD AVENUE STA. 0+20.50 TO STA. 10+56.15 CAD CMK y z s 89 CROSS SECTIONS SOUTH 23RD AVENUE STA. 11+00 TO END DATE: 4/14/06 REVISIONS: 4/18/06 9D CROSS SECTIONS AINSWORTH DRIVE STA. 0+20.50 TO STA. 10+00 5/1/06, 7/10/06 BENCH ARK 91 CROSS SECTIONS AINSWORTH DRIVE STA. 10+50 TO END 8/15/06, 10/19/06AB 92 CROSS SECTIONS BLACKWOOD ROAD STA. 0+50 TO STA. 19+00 /14/07AB,11/24/O6AB APPROVED BY: 0 93 CROSS SECTIONS BLACKWOOD ROAD STA. 19+50 TO END ORRERY ASSURANCE: 0 F ^ GOLD INENS LAN 94 CROSS SECTIONS LAST LOOP DRIVE 95 CROSS SECTIONS ALLEY #3 96 STREET DETAILS SCALE. NO SCALE VICINITY MAP "CONFORMS TO CONSTRUCTION RECORDS" 97 STREET DETAILS FILE:PHASEII&III-COVE UTILITIES — OCTOBER, 2006 WATER DETAILS PROJECT NO.±L� uQ�.02 j STREETS — NOVEMBER, 2006 99 SANITARY SEWER & STORM DRAIN DETAILS SHEEE?OF 99 s a caTFICATa 0 T I I! aRrrFlCAra Acr var a II s 2029_.. r S I i 72-371 F�I AR Ud I � I 4 Rouo ,.f_J ` f y r— I I I I AP I I NISRIN SCALE 1" = 200' Ills I I I I •� a Fr nss t r W a�LD II I I I YINOR SU fill VISR1 I I ��- i I I TRACT If CERTIFICATE OF SURVEY N N..o. 272E s I OR - DENOTES "AS-BUILT" CONDITION V ✓' !�' ?! 92-188 ------------- s KURT W. 1 9 -BLOCK Iw sr I ttw i�1 i� � THOMSON �.� I 0 349PE '� _ - z , 4S•� AA �! a LOT 9 NOTE: Oj�ONAL I4p44A f roN Rh II -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, SEWER.TELEPHONE&TELENSION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO TRACT A .a ° /tea, \ / j I CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. CERTIFICATE OF SURVEY No. 1861 7 -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION.MARCH. III 20D3,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,GATED MARCH,2004 AND ADDENDUM Np.1. I I I �,f -UNLESS OTHERWISE SPECIFIED.ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A -IIII 'I J 4dix - - — _ - - LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CIXJSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -BENCHMARK p1: SECTION CORNER(REBAR)COMMON TO SECTIONS 25,24,25 k 26 _ N 34B97.73 JI _ ./ V� asv aW, M e san E 50303.75 A --BLOCK _ — n^�s I 3sr le ; 1B Ie 1 III ELEV.=51523.20 — -BENCHMARK p2: WITNESS CORNER("MMCSSA'YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13.14.23&24 — 1 N 40219.41 {{ ELEV.=4939.1E OV -DATUM-NAVD 88 s ' zs 1 ewa�ss l s• z -COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION=4903.86 -SUBTRACT 19.45 FEET FROM BENCHMARK/1 OR 12 ELEVATION TO CONVERT TO COB DATUM. w �p TRACT I I I „>=IL I _ s , r t`f' nms s I, ���. qm I -C I -ANY EXISTING DR NEW VALVES WHICH CONTROL THE COB'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. C-TTFICJPB a SURVEY a IV 111 I 23- � s (S -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. Q a B_ _ S U) AINSN'OR7H DRIVE \ z, ;-16 J asri a; W'gR" gN" W z J II i ~ _ sr as,sr snpl _ amz sr + mn - e zz i I,•I + sw n wuis LLi > F- Or n ________________________—_____________----_______________ O � O J. Z J °e I In a O en _ s+'ss _' B �1 A � i l�{ c Q Z wao .� moo �� f �' j w g•o'" am ° ! - _ _ �Il�� —� I CI rym WOK z uT Na F 555 3 1 1 4 ' sr 'e lr `t 3 p \ INK_K m H Q J mans nos sr I ,n it / ` -,i F ' �,�¢ el.._s \ W W Q n q 4 p an N a— w smao I' N m O — n2e F B- I) „eF ]90n2e 4r '-m„Rpnu,sssr OC 20,- E1eA_c 1 -mr-„fwz ss I I,i,II i LS - LOC 0S a lb BL z D - s 9 O 4 N6 Fill 8841 Y a � „ss tz sr l \ S•, n,�sr� 1- nz s1zs w v f LJ � III' w �" I semis, 1 - rx mo � �JI vARrc u V, CAD. CMK 4/14/06 9sT f46 FAT 3 REVISIONS: 4 16/06 ,las I = o N a III 5/1/06, 7/10/06 ,yeb s u„ I I 6/15/06, 10/19/06AB glzo°e 'w- o V I r „ I `� ta B 0 �o •zo a + I -I /14/07AS,11/24/013 ---f -BLIC APPROVED BY. QUALITY ASSURANCE: I - 1 I I - I TRACT P {I 8E-Nf I CERTIFICATE OF SURVEY No, 2777 I r V ' "CONFORMS TO CONSTRUCTION RECORDS" FILE: HASEII&IIIO-BASE UTILITIES - OCTOBER, 2006 PROJECT NO.:aQz-amu&2 STREETS - NOVEMBER, 2006 SHEET 2 OF 99 s a A —a)IN VM3ais I f l :'D s the - I II II I I � I Im �r � � • O 06. d0 rZ�Nn.'afm$�� II If 1rm rf Vryv 1 n � rmWJ y I7Q oo � U-Ere 2 xw� m m a8 m 0 S3aa.m=n$m �ro ,m ISZ 33a r' om �omII _ wrc +ILf --- pmmzg III m� �ttq dCi •`p 0 ip m \ xn m � o ` - �_ J ------ --- ----+--- -- - -- --- W = IX.2f' �RPIN RIN �'�P�x-VgC ST "' I II II�`. n d "d o g ■ P tRL­ m IEW 12.59R 35 RbG SAN SEVER WIN^N" x M - _ m 4 WINim 1378.08' L Il g W E.E a JIB rc�I V] imm ¢ bIF U�ay 'n i i 3:rm�y4� laFF amz �'m - afylw �'b]�wirci 'aYabj Joz m �' \ -- m [FVG a � xw µ�md Inw ~ �� EU -BENCHMARK#1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23.24,25&26 NOTE: E 34897.73 x`. ELEV.-5023.28 KURT W. -EXISTING UNDERGROUND INSTALLATIONS k PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO SCALE �,� THOMSON THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, -BENCHMARK#2: WITNESS CORNER("MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13.14.23 a 24 PLAN 1" = 30' O 13499PE CALL ALL UTILITY COMPANIES EISBEFORE EXCAVATION MAY NOT 13E TFOIRHT LINES EXACT LOCATIONS.AS OICpTED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO E 50397.83 PROFILE '�S'•, ..-'G\� ELEV.-4939.18 �S�O7VAL -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, HORIZ. 1" = 30' ���� 1.litl 2093.AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2DO4 AND ADDENDUM No.1. -DATUM=NAVD 88 VERT. 1" = 5' -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A -COB BENCHMARK j11110(ARROW BOLT ON HYDRANT)ELEVATION-4903.86 LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION -SUBTRACT 19.45 FEET FROM BENCHMARK#1 OR#2 ELEVATION TO CONVERT TO COB DATUM. LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB's WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 010 0 00 1 00 2 00 3 00 4 00 5 0113 6 00 7 00 a 00 5010 00 °° El In, a o v m 46 K II < a II II 000 ° " t 5000 — 0 N w d + o � ss �a Lu o _ Do + g 8 a Q a U) U) a- �Z OH W w a n Bm �8 yam. ° II II f f a Q 41 m m N e a a 90 ap d$a > 1 Z U W Z IJ-i Ln 990 qm 990 O a 0+ 2 o II II II n> II II I�+w U N c _- ti m J a zN QN3 a w r Inw +� m 9w a � t - 5 z N w m y w 5 333 F.21"A-20D0 PVC S Z Z Z f n + v� y_ m w II II S S a''a FINISHED a W 61 , Q a Z J a �� s�. II II u a 4:GRADE m Q Q U7 m� t] a 1 m I II p �I II NI p n 1. +' J W W H W o pm + X.OR ®0.01 4 R/ft LLI z n w + 7 7[ _ r `' 333 LF.21"A-20DG VC STORM 9RA1N (n N O O w w lY ul> gw a +w a +� +d +� t. --- J — , �" `1 w n m u)Q 980 +w �'� o "~ - J 12'WATER MAN sSpmt 4980 W o a m 2Q_N 1.D -1.OA t. - -- ' o D.Dt65 R/R p�a 1 0 IX.�� 2000 PVG STORM DR o�g'mv'K U o_ N GRADE 333 LF.21" s ,_� LF. 1 p-2 D C 0:1 GRAVEL TAPER ■ - B f E%.�0:1 GRA L O O BACK TO EXISTING IN V.IN(SE)=7.BI TppER BACK IN V.IN(SW)-7.47 TO EXISTING w n� 970 �n 4970 € EX.12 WATER MAIN n ?'o CONK DATE: 4/14/06 a REVISIONS: 7/10/05 ,� wm 9M ,1 O s�1 a6 `s 980 w 1 oNa II g APPROVED BY: » 8+00 ,. DUALITY ASSURANCE: N CON ORMS TO CONSTRUCTION RECORDS I ,em r maw m- ,� « �� UTILITIES - OCTOBER, 2006 STREETS - NOVEMBER, 2006 SCALE SEE SHEET q qn 4a qm m� qm rc�i rn m gltmi m 41` FILE; 27TH-PRO .PROJECT NO: B02 05021.02 o ern � j 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 e SHEET 3 OF 99 a x I I adO1S lg III ti�i + 1 + a Z7TH Na q, \ T^I;o 11 ?N o � �w w"I 11l2z5 '^o - N FWo Lo rcmmo'o w �J za - _ _ pp G�y� W�aot -- - _ zo 0 _----f-- H � oV? yam N[So D a�� c I N I � � �KoE> 100.0 may - --- ------ a $ - rm - - — - lam n� I - --- - - - - - --- - --- - V. SOUTH 2.7TH AVENUE ;, t7i- n rQ� W m o DRAIN MAIN lI* >ry F� �■_ --_ _.._� f-'$ m Km #� K� - 11 II N ®%1 aN�i - W = �■ 1375. e 9d_i �K a 200 00'4w KJI Lf j �R N ■ II al •8DR d �BAN SEt1£R NNW -,_ -� W w WAIB 5 012�i4"w \ NEW MON (CEN.S atN-#Sii st:xca M IA'rrrr _� 1feTH CDR.,SECTION 23) Ci k� 1l _ II`` EM 11 N 362768i'. 1a G rKw ®` EM _ - - - - E 47690.3 o y mmm.. � -- -_ W w u 8o — --- -- — --- am Mommom II�IMS M `y R. o _- o II p I -OI � - W. wOo 4 in <o Na zyow�mWll II +I + If F� LL z IS�mD�� I III I m m e����^� i li II I ICI II o > I uO o I o va II III WE ld 1 1 = o I J m a VI is III h� o I -BENCHMARK 1: SECTION CO NER(REBAR)COMMON TO SEC DNS 23.24.25&26 N 34897.73 �j I I ml lq 3 I E 50303.75 I II I I L0 ELEY.= 3.26 - III I Z _ 1 \ T I I pl I I! �� I I II a STOP l a I I ,,o¢r� q )` -BENCHMARK,{'2: WITNESS CO ER('MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORN R COMMON TO SECTIONS 13,14,23&24 I I II ( I lu I I Oma NOTE: N 40219.41 I I u I l u I li I \ I 1 KURT W. -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO E ELEV. -49 SCALE . THOMSON �^ THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES WAT POW GAS,STORM, ELEV.-49J9.18 - =:a eu; ( ON PLAN 1" - 30' =0 13499PE SERER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINEACT OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO -DATUM BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION=4903,86 �^^-�-�•' PROFILE CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS -SUBTRACT 19.45 FEET FROM BENCHMARK/1 OR#2 ELEVATION TO CONVERT TO COB DATUM. "AS—BUILT" 11 o�DAIAL 111tl -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANH PUBLIC AND STANDARD SPECIFICATIONS STH EDITION.MARCH, 0 R — DENOTES A S—BUILT CONDITION VE R , 1" = ' 2003.AND THE CITY OF BOZEMAN STANDARD MODIFlCATIONS,DATED MARCH,2004 AND ADDENDUM No.1. ANY EXISTING OR NEW VALVES WHICH CONTROL THE COW.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. VERT. : 1" = 5' -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A - LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. X LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. 5020 00 00 020 a r r + & m + a o } a a N w J U ❑ Q d N z E m 4 W 0 er 3_ �p mg Bm II II w� s s S s v 2 U 3In D. h a 5010 w o � � wm `5010 aV F a ,n n m F n SOa s . u m cy IS rc m �Py +w �� t.t _ UD dd nw acsl _ _ Lu _ w aim f I^. �'�'e' z = 3 1n 2 A I I I I 1 1 U m W q Q a� Q a m m rnY II v F n II< II it '3 1 — W Ed O W� Q J T T " a T 5 s s m> ro y INISHED J - - ^` 5000 Z �7 z E 5I}00 p ¢ d w > t'.1 a m w +w GRADE t 5 - O r O Q Q Q d �w mGl' --` INV,IN(SE)=99.D7 �� Z 2L > a a \ INV.IN(SW)=88.90 Q O I t.5 7 - S a z 4 a na Z- ` p. Vl t i X.GRADE®� 12"WATER MAIN m F 0 Q IL Ld a \� E V)O Oto W ®Q 0075 ft/ft w J F. ' P STORM DRA Q4990 4990 oo IE 333 F.21"A-2000 PVC STO M DRAIN®0.0083 fl/tt IJ..I S Z IY �a � D- N a U D = S � H 0 0 o II � II W Ld 4980 °� 16+00 Rm�11 ell a�w;uz € o amr oN �. n- o off» o+ yy �i gzz R 2F CMK 7 z DATE: 4/14/06 REVISIONS: 7/10/06 11/24/08AE1 4970 a� 4970 �� 17 APPROVED BY: M I= ; CONFORMS TO CONSTRUCTION RECORDS OU4ITY ASSURANCE: M� << UTILITIES — OCTOBER, 2006 m� o� STREETS — NOVEMBER, 2006 SALE SEE SHEET 9 Yr 9 &a &,g FILE; 27TH-PRO PROJECT NO.:BDz osD21.o2 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 j SHEEE 4 OF 99 s a I I + I I5D1D Nil� Y oN�a I • a 3 �oDa m sn�o JIM w � . ohm a -' BLOCK 9— DS Za w�N` �< — ` via__ 38 '2> o -- --- --- m w at 1. I _ - D1 R 434.89' _ - 2 — — '" —`_�----- -------- -- --- — — ------ ---- --- — � _-- mmzz 1BB.4i' � a � p,„J C N 2 AV e A )� azaD2 SOUTH E z 7TH NU s A $ W I C MH .` � NEW 12"DIP WATER MAIN � . fi 3 e f JI _ m � - - ---- -- -------- S- -------- - III N „S wl -�~ a N Mom— Z r 0 io--- ------ -- — -- L_ -- W O rn HE � rn w i -� ` _� ----=1= _ -=--=T --_ _ - ----- ---__ - ---- --- --- a I a m w<� U I wm^ -----_ _ - == ---___ _---- --------- s l I To < I p f p N I ¢<L l�na�n fA I ..� (A 4 i. W - =--,r_-- N Io �G fmm U)a [V� M N I a '-`--- :tc� I 0-1 amo r� I TDait rn I a)-- 'n rcJ � I U I oQoo �, I a I m� oo II I Ill, 1f11<"^I 3Qa��i n N - j Aw mmm� m I II ` IM II wo o Y I II Wmolll II f"l I0II I r—a gId o I Dow 0 O I V V I j J I I I dwnw III III di a yl I I� ' 27TH U 1 f ml I �< III III z1 I p� O I I I I I I I I f I I I C I 11 STOP I m I I T I i // sIL � --.PdA_- 11 LI ppIo Aq�7 NOTE: KURT W. -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO SCALE :1THOMSON THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, PLAN 1" _ .30' O 13499PE SEWER,TELEPHONE Ac TELEVISION)MAY NOT BE STRAIGHT LINES INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO 0 R — DENOTES "AS—BUILT" CONDITION PROFILE CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCC ATIOIO NS. -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, \/ HORIZ. 1" = 30' 2A03,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2DO4 AND ADDENDUM ND.1. x VERT. : 1" _ 5' -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTIDN LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. 5040 19 00 00 040 -BENCHMARK k1: SECTION CORNER(R R)COMMON TO SECT10 S 23.24,25 8:25 N 34897.73 E 50303.75 ELEV.-5023.28 -BENCHMARK WITNESS CORNER MCSSA YELLOW CAPPEDET3AR TO SECTIDN CDRINIE R COMMON 1b SECTIONS 13 14 23 8:24 N 40219.41 ~ E 50397.83 m ELEV.=4939.1B g _ tl m m -DATUM=NI VD 88 r m -COB BENCHMARK#1110(ARROW BOLT 3N HYDRANT)ELEVATION 490588 rc 5030 -SUBTRACT 19.45 FEET FROM BENCHMARK Al OR/2 ELEVATION T CONVERT TO COB DATUM. U a 5030 od -ANY DUSTING OR NEW VALVES WHICH CONTROL THE CDI WATIEF S JPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. w a 0 -THE CDN CTDR S ALL NOTIFY THE WATER DEPARTMENT A MI IM M OF 24-HOURS PRI TO BEGINNING ANY WOR m m o o w i w ? W`�- + N ~ z m' U�Dm z ~ o•S mR'I n II R W o (n r 41 < II II ds a � 1 ' II NI u, nj t[1 1 > II II cii II > Q Q Q sl E m r N „ qi nw H �� �n 4' r� a- �z O a �J 5020 _ m "`� 5020 Z `^L'j w z L`o m m l oy +w e x _ pro 0 00 _ of n _ n II 'I ~n n < W W FINIS ED +h1 - Z 0+ fr�tGRDE ��` a� O m z$ II. In '� a a a d /// ------ tQ z _ Q Q n 0 Z _J H _ - - m 1=o Q dVl J w N Ed �g� 1., --- `-- � w� w Lj Lw /- - E%.GRADE®� LT) cr 0 N s s s ' �� ,� / p Ind o L3LE� 5010 "+�d 5010 W oo Una sz bi 12' B 0a s - U cV a D H O 0 C O O Lo 5000 5000 cwc 9 7 c�.o. CMK DATE; 4/14/06 REVISIONS: 7/10/06 11/24/08AB 4990 " RM " 990 UTILITIES — OCTOBER, 2006 STREETS — OVEMBER, 2006 APPROVED BY: QUALITY ASSURANCE: a°i Rm m as Nm e o & .,�, .N .� SCALE: SEE SHEET �o Id s do s Ao �s a o o o RR FILE; 27TH-PRO PROJECT NO.:eo2 o5o2,.02 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 SHEET s OF 99 3 s a En YN I V o II � NU �0 AEW 1?"9R 35 PVC SNN SEDER MNN J ¢I J - H.� U � ■ 5+00 R'01'2]4-0'W _� WARP LROIM!o - - �_4VERUE �. �NMa r Y IyyI '� o„i� I bra o d ------ ----- --- -- ------------ ---' �`yaw W V s ' � —r—— 'III 11 m 4rooan I- r uI l �N i In rFnI "oo III z27TH i O j ��, o I J / 2 aW I f I I �Smoo mll I II kmvo KURT m TH 13499 O99 E _oT PE OR — DENOTES "AS—BUILT" CONDITION SCALE X PLAN : 1" = 30' fpONAL 11�111,` PROFILE HORIZ. 1" = 30' VERT. 1" = 5' 5040 00 5040 5 � � 0 um m m WN x 5030 a a m a a N „ 5030 4�' 8 mg. m II 1 , II 3 o rvry mm — z N z m N II 0 y ry m? 1 m0 a 0 W odL +d W <d W D Z Il of n> I w Q a r> $ +d w FINISHEDGRADE = O O W LJO - `-- x.GRADE ¢5020 5020 o o N NOTE: O _ G_of H -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTIUTIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO (n a D_ Z ILQ -�� THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, 5 Z 0 Z(- SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REWIRES CONTRACTOR TO Z CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS — <- _ J Lv -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, m p Q W Z 2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM No.1. W 12"WATER MP1N ILIJ w -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A (n 0_ N W Q LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION In p O LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. i 5010 5010 -BENCHMARK k1: SECTION 7 CORNER(REBAR)COMMON TO SECTIONS 23.24.25&25 T`1 w (n �p I` L E 50303.75 (yf S Z N ELEV. =5023.28 0 a or •�. -BENCHMARK#2: WITNESS CORNER("MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14,23&24 0_ U a o N 40219.41 D O Eiu II E ELEV.EV. ==49 4939.18 0 w -DATUM -NAVD 88 .r -CD8 BENCHMARK f1110(ARROW BOLT ON HYDRANT)ELEVATION=4803.86 C) SUBTRACT 19.45 FEET FROM BENCHMARK#1 OR#2 ELEVATION TO CONVERT TO COB DATUM. Q -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CDB'e WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. bi 9 5000 5000 -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 7 CMK DATE: 4/14/06 REVISIONS: 7/10/06 11/24/08AB 4990 4990 APPROVED BY: QUALITY ASSURANCE: a SCALE: SEE SHEET o Q o o "CONFORMS TO CONSTRUCTION RECORDS" EIS: 27TH-PRO UTILITIES — OCTOBER, 2006 PROJECTNO.:BDz 05021.02 j 24+00 25+00 26+00 STREETS — NOVEMBER, 2006 SHEET 6 OF 99 s a - ����;trtnnp l l 4aR Iv5en2 I m 0mp{nv� S2 o V N m W �� II r o ss �n N C7 In II�'g' OOC I Z 4�, ____ __ as.00' -NI I w W �� — ----- ---- III i Ck to _ — zroosJ1iR_wAiFsrRPin AIN t Em r-I s olva'ss•r y J-see.a`'T rio' _ W' _ a ~ �PEM_0.3Q�]J P•�L S0.N�SENER MNN S OIO6 N 42,W M V N lGOLQE EYE _`saN� R MAIN W 40 d _ --- ------- x 40.34' — ---- m 40.00 ---85.00' --- ----- — 1 _- N 85.00 �»Am om�9 2Z �� Rs `<z z�• g a Jm a M N g II II b O x I c Irn l'I Nf o I - g` (11 ^x I I " dl 41&� '= >Fs KURT W. :� T1 9 E =oT 13499P SCALE PLAN 1" = 30' ��O TONAL�1�tl1` PROFILE HORIZ. 1" = 30' VERT. 1" = 5' 3+00 2+00 1+00 0+00 5000 5000 46 0 W 1n Q a N _ �-U) Q a- D=z cn 4990 4990 - U)w z �o Z � Li F- Oa� z 00 g _ mo Zo 5 az II w u)Q J Q mm "< 07 �o ¢ �c~n 20:1 GRAVEL 1 ut nm W W ~ %.GRADE■q TAPER BACK n c N Lu> _ TO E%ISTINC N O 0 4980 — — aw m o 4980 NOTE: Y W u~i m o 1 -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO Ld S Z } } THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER.GAS.STORM, W p Q LLI SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT UNES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO Z FlNISHEO 19 g _].00F CALL ALL UTWTY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. Lv e 4:GRADE -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, U D J o EX. EX.24' 2003.AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS.DATED MARCH.2004 AND ADDENDUM NIX 1. GRAD STORM DRAIN) -UNLESS OTHERWSE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A 0 LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION O 9 LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Q EX.8"WATER MAIN -BENCHMARK#I: SECTION CORNER(REBAR)COMMON TO SECTIONS 23,24,25&26 Q 4970 4970 N 34097.73 LLJ E 50303.75 ELEV- 5023.28 -BENCHMARK#2: W ESS CORNER('MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14.23&24 N 40219.41 E 50397.83 v ELEV.- 4939.18 -DATUM= NAVD 88 (;,J�,D, CMK -COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION=4903.86 DATE: 4-/14/oe -SUBTRACT 1945. FEET FROM BENCHMARK#1 OR IF2 ELEVATION TO CONVERT TO COB DATUM. REVISIONS: 7/10/05 -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CD6's WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. E 4960 JIcaP 4960 - THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WOW, Db I II^ APPROVED BY: B DU4JlY ASSURANCE: Sm � � �^d $ ^ ka R n n SM SEE SHEET CONFORMS TO CONSTRUCTION RECORDS EIS; GOLDEN—PRO 3+oa 2+00 1+00 o+ao UTILITIES — OCTOBER, 2006 PROJECT NO.: D5D2,.D2 j STREETS — NOVEMBER, 2006 sNEEr?of 99 s a I II II II II II r 0 N Zqa REMOVE&DISPOSE 66 I p OF E _ FENCE I I I 9382 SF I I SAN SERER NH 34 - =z SAN SEWER NH 30 14 LF OF o- RIM-4(S)==7 .72 24"CMP CULVERT _.A I INV.IN(5�73.42 f INV.IN(SW)-72. DEPRESSED CURB INV.IN(SW)-80.50 INV.OUT(N)-73.22 I I INV.OUT(N)=72.41 6 WITH 3'TRANSITIONS I ( I I OUT(NE)-0 a TO GRAVEL ACCESS MR.) N I ease I J EX, EVERT W m a Z + I .� / ! f INV.IN(NE)-8.20 c J INV.OUT(SW)=8103 p - 106252 SF S W REMOVE&DISPOSE L` J REMOVE&DISPOSE ■ V I -BLOCK 4- 1 - OF EX.CONIC OF EX.BARB aoez J STRUCTURE w FENCE STORM DRAIN MH L - I I RIM-4983.56 m INK IN(S)=79.57 o INV.OUT(N)-79. _I __j NEW HYDRANT / l/ J JSAN SE r N ER MH 31 o d J N pain 372 / / j`/ RIM=4981.9 6JI '25 NEW HYDRANT _1 w E 56.98 F 1 N 17223.88 30"x30• �$s W BOLT `M/ // OU V(N)=7 -7 I E 47764.55 ( ELEV-49B7.98 / / ( ea.ea R-1W ARROW BOLT _ _ SAN SEWER MH 33 1 =23.66' f ELEK-4988.55 GOL�ENEYE a rn Sin RIM=49B5.64 %EX.ORIPLINE ---- -- --- 197.37' 1 ri FIN,OUT(E)-75.10 15.00' �f L r R-3' =9.42' _( --.. - ±.ez --_- - N-----TRACT I EA R_ 24"CMP CUL R g - ea. a<ae - I REMOVE&DISPOSE IN EX.V.IN(SW�82. BAJ9 NEW C w uTER MAW COS �BB� ��pp OF ONC, INV.OUT(NE)=8.80 P�cApxN N aaasae•w y_W - ss' CTURE `~ - � B19 C 8aR 3a PVC 8AN ¢ IN A- CzO�BENI YE DRIVE 66 5 {II - "_ _- ----N------- - 11957 SF'c= 80,04' -- -- - gp,pO• -- 52.70 q7 SAN SEWER MH 32 EX.DRIPLINE *� �R-3' 6e.n s.w m^ KURT + 12E �' RIM=IN(W)-6 '-BLOCK 5- L=4.71' II 9' aye INV.OUT(N)=74 _ THOMSON (TYP.) - INV.OUT(NE)=74.30 oT 13499PE aa,ae + I n o m $ 7 SCALE IERA 11b69 2D111 SF PLAN 1" = 30 REMOVE&DI E 6 PROFILE O 0 EX. CONIC. Ex-24' EVERT I I I 8 SF O /STRUCTURE INV.IN(NE)=84.15 Jns 13288 SF � HORIZ. 1" = 30' I 31' I I 132i8`2'SIF INV.OU7(SW)-83.93 - VERT. 1" _ 5' � I - 11� , 7+00 6+00 5+00 4+00 3+00 2+00 5000 HIGH POINT ELEV-4985.8t 5000 46 IGH POINT STA-5+48.1 PVI STA-5+25 g PM ELEV-4985.41 A.D.--3.33 K-45.03 Ljj < 150.00,VC ~ z Q a z Ld �o g a- W o 4990 °$ m 4990 Z �ED z O 'o ¢ o+ I II II II ry ^! w FINISHED N w J d TL GRADE o a aetl W$ p Z OZ- Z IL c EX.GRADE®q dII a5; ^a Z (~n w-------------------- _- m 21"STOW UJ DRAIN W w Of 4980 U NOTE:x ' - 4980 N 0 w p Y Ld �w E 8"WATER MAIN -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO EJ..I S Z w THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,CAS,STORM. W O a 0 SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO J `_ CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. D_ U-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, D 0 p 2003.AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH.20D4 AND ADDENDUM No.1. 3__ E- R 12-SAN -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A O >= SEWER LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIWES AS ARE REWIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Q 4970 4970 -BENCHMARK}'1: SNECT 8 CORNER(REBAR)COMMON TO SECTIONS 23,24.25&26 Q 73 E 50303.75 w ELEV.-5023.28 -BENCHMARK$2: WITNESS CORNER('MMCSSA'YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14,23&24 N 4021941 E 50397..83 P ELEV. -4939.18 CMK -DATUM =NAVD 88 (;,J�,D, g -COS BENCHMARK III(ARROW BOLT ON HYDRANT)ELEVATION=4903.86 DATE: a/14/o6 al -SUBTRACT 19.45 FEET FROM BENCHMARK#1 OR#2 ELEVATION TO CONVERT TO COB DATUM. REVISIONS: 7/10/06 -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB's WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. 4960 4960 -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. APPROVED BY: OUAUTY ASSURANCE: a m i m Ig 1. m 9 �� m � � "CONFORMS TO CONSTRUCTION RECORDS" srAEE SEE SHEET $ $ Z v $ a $ $ $ $ $ EEE; GOLDEN�RO 7+00 6+00 5+00 4+00 3+00 2+00 UTILITIES - OCTOBER, 2006 PROJECT NO.: j STREETS - NOVEMBER, 2006 sNEEr a of 99 s a � e w888 G UVgmx] yi � r 1 -,d N m r 41a d R�2a. i,N .Sit 1&5 `a �� � ^}1 ye�v✓ �w="� m =� N�0w ¢o��1 w � m z y�>i CRQ a`y1• / W O K^ 111`to 9/ �^�'M 1 m�] 2OOmyZ i pl`� Gao .aN ` � 1H5.d' r mmZz___ 63.J8• -.. t �-noa � ■ N IS B VD MMaN DRAIN 0.5 /I � O Y. MN II T M1 (116 LF NEW 36"ARCH RCP tla '� KITH FETS � 26�"x43 i')CULVERT x WETLA DS IINV.OUT(NV.MIT'( B2.11 X Z =80.Os O iP wATEa Ma _ 3. cU{L — (i 73712 F 4 n * W V n'• I N\ Ta �oannn Fvi m.on w E 486 8.67 - � +mw Z al'■� x n, f�v�ll l �"� "� Y a / �n5 JN oz 0130 VV Nz� wW^I I II U w �F ao8=8 z r f a ETLA 6 SET ACK yaw z �>` wY D_ N >i — _ — z N 27 SF 1 5F or n? Q EL { 3 go D P o�u 0e'" rN 19 oFi$ KURT W. 4� �a o mPIT.t :.. inn / D .,,�Ai�u,� .p` TH499PE ���ii 111141 5010 17+00 18+00 19+00 20+00 5010 PM STA=18+82.7 OR - DENOTES "AS-BUILT" CONDITION A.D._-1.70 ,7�` K=50.73 5000 5000 _ yJ� T ¢ Y P 46 14+00 15+00 16+00 am LOW POINT ELEV=4975.61 $ m 1 1 (� LJ..( + LOW POINT S71h=14+18.20 - a g II u63} SCALE (n rn PN STA 14+5 PLAN : 1" = 30' Q a PPMELEY 4975,41 4990 m 4990 PROFILE _ a oOLCD, '�' �_w m� HORIZ. 1" = 30' a- W Ln z a VERT. 1" = 5' _ Lq W Q _j O m ma zm rc r � FINISHED O Q 0O of Z O Z v �o� QZ Q� d 1 + TAP R•BACKAYEL S d - - `_, J EX GRADE®g J m L] Q I Q 4980 s 5 m s m - - _ — — 4980 w w w cn n, 8'WATT AIN p N Lu nIn m Fm 0 Lli o w � Q EX. a� GRADE D_ m m O U C INV. (SE)-71.85 1n U m � INV.I I(SW)=71.81 ra Ld Q z 4970 4970 It 00 p O w 1 O M ZNN Q ao EX.8'WATER MAIN jj � LL V c pmp _ r` w m 6 rN aP nNb apb o� 1� n�N !� a � O '� J 3rn Sam Sa Sw 3a a �°° gm w p U > CA.D. CMK 9 4960 V 4980 O O DATE: 4/14/06 16+00 17+00 18+00 19+00 20+DO ZO Z REVISIONS:10/19/06AB U : a� °° mm I NOTE: -BENCHMARK$1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23,24,25&26 O N o� 1 1 II -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO E 50303.75 IN 34B97.73 W F_ APPROVED BY: II,q •1 1 �� z II; THE EN INEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER.POWER.OAS.STORM. ELEY.=3023.28 I- L�J QUALITY ASSURANCE: SEWER,TELEPHONE&g TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO Ln I LiJ n •1 a �,�I18 ,H 00 CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -BENCHMARK ty2: WITNESS CORNER('MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 11 14.23&24 c mr N 40219.41 L Szzzz j' z_ $€ -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, E 50397.83 It 4950 4950 2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM N.1. ELEV.=4939.18 O (n SXL- SEE SHEET ¢ -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A -DATUM-NAVO 88 LL_ LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION -COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION= 4903.86 Z FILE. ENTER-PRO LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -SUBTRACT 19.45 FEET FROM BENCHMARK#1 OR#2 ELEVATION TO CONVERT TO COB DATUM. os021.o2 ii -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. O PROJECT NO.:BDzU j 14+00 15+OD -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. SHEET 9 OF 99 s a r zO SEWER MH 22 IM_ 4989.84 IN IN(SE)=76.88 �­,e of / w \ INV.OUT(NVIO-78.66 po o X 9 \ µ INSTALL 2" m \- TEMP. %3Q ,i -BLOCK 3- I W m 0> LOW OFF W c 0 STORM DRAIN MH R AN SEWER 99 23 ■ <y - RIM-4991.07 RIM E) 7977 EX. ARB FENCE \ INV.IN(SE)=86.76 INV.IN(E)=79.71 FENCE .. INV.OUT(SW)-86.5 INV.OUT(N1A�-79.51 ST DRAIN MH 5 V 3 =4991.76 _ v 49724 SF INV.IN(E)-67.17 cM \ yQ� i INV.WT(NW)=86.97 I TEMP.0 END 39.36' BARRICADE,I'.TON errs N 371FT2'SfbRNr im OEUNEATORS(SEE Z c N \ 4. hwPo£ DRAIN rz-5X TAIL . ��1.4jON NO. ✓6 �"° 1 W z8 tr -N'FRP - s QLVj) MR 9 �c m ®�• _R-15 o MN �'1'3 2i00 io N N 5 T 20gB PYL STNRM�qIN MPIN L=20.794 La, fea53°s [9.1411 Aly aa'ss'°3'a -zxoo n.e�- esYoe' 9za+oa�-14 X ONITOPoN Ei.z,--.- - II N J 1 ILL LOCATION EM N.9"0pT.-��R N'N IN c m tL �ti L s - - -- - J-�-I - - --- SCALE 18"FLARED STp.21+46.2 1n. --- I- T `� I END SECTION STORM ` E RPRISE 30 SAN SEWER MH 76 - PLAN : 1�� = 30' N 38913.31 y._I RIM=4993.19 UTF L RUCTURE E 45051.53 NLET R7(TYPE II } u I - 344 S L' PROFILE OP RUCK RE INV.=86.00 TC-4991 2 1` u INV.IN(E)=80.49 1 LF 12"PVC -DODO I w gT 1'T a HORIZ. 1" = 30' PoM=907 � q INV.IN(S)=80.49 1 ®O.5X V. N(N =88.00 DETENTION V.OUT( 1C- ly $ �z,� I { $ INV.DUT(W)-80.29 6347 SF c.s%l PVC I ou s -e6.00 FOND 12 PARK I' I I RI-I `°4� 1 I STA. VERT. 1° = 5' 3005 5F m ( I A (3D"x3G')-.B qQ C K 1 J I I= 1 sraRn \ NEW 489'1164.7 DI r I I I fl I y� INLETTRF \ ARROW .T I I STA.0+33.57= I \\\ KURT ELEV.XXXX.X Z I I I STORM DRAIN I ` ` TH OM SON * INLET eSai TYPE II I ~� W� I o 13499PE 46 5010 19+00 20+00 21+00 22+00 23+00 24+00 5010 - o In LL1 + V CJ a �_ U) a -A 18-52.7 a NOTE: a- UOa Z U) L'='V 4988.1 W J O < -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO 7. --1'7U < THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE TIE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, I UJ Z W~ 5 58.73 Ygs m W SEWER,TELEPHONE k TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO Z O a O 5000 100.0 5000 CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. O �. + u r * ^ -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION, MARCH, Ln Q p + FI a ti m a II �`+ ci'm 2003,ANO THE CITY OF 80ZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM N.1. 5 Z cL Z m II a II II II II g II -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A Q Z Q II II a a II °' LANO SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION Q J a m w II m II i i 20:1 GRAVEL LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Z d Q n _ of TAPER BACK fij m H t7 Q a w rc m = n I,. N +w ry -BENCHMARK 1: SECTION CORNER(REBAR)COMMON TD SECTIONS 23,24,25 h 26 m W L n^ iL$ + +w `� N 34897.73 W W E 50303.75 p C) II ---_--- ELEV.=5023,28 V)E- If) II `S In [TT U) n _ LFINISHEO��GRADE -BENCHMARK#2: WITNESS CORNER("MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13.14,23 k 24 Y p Q m �'w GRADE N 40218.41 w S Z W 4990 m� ,-- --` 4990 E50397.8a IX.GRADE 94 or Q __ ELEV=4939.18 � e VC STORM DRAIN @ 4 LF.15'A- O _ --- --�- [1 P RZ OR ST 17 RAIN 6 00 _218 LF.15' -2000 PVC STORM DRAT ®0.0030 R/ft --, -DATUM=NAVO 88 U- �� �~ ---`---- ------` [Y a •' -COB BENCHMARK y1110(ARROW BOLT ON HYDRANT)ELEVATION-4903.88 W ` 0.0068 R/ft INV.IN(S)=87.5 ()_ -SUBTRACT 19.45 FEET FROM BENCHMARK#1 OR# ELEVATION TO CONVERT TO COB DATUM. INV. 88.30 -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. O Z W THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WDRI. Q 8 WATER Q MAIN Ld 4980 4980 1 CMK DATE: 4/14/06 REVISIONS: - N • m�a J 4970 �,aa� w m 4970 APPROVED BY:HATCHED AREA WITHIN STREET DENOTES SURFACE IMPROVEMENTS. g m a II IF NO HATCHING IS SHOWN,SURFACE IMPROVEMENTS WERE NOT DO4ITY ASSURANCE: COMPLETED UNDER THIS CONTRACT. °� r da 13 �cai s is wad a _ "CONFORMS TO CONSTRUCTION RECORDS" SDLL- SEE SHEET n^ nM q o M� o Ho FILE: ENTER-PRO UTILITIES - OCTOBER, 2006 PROJECT NO.:BDz osD21.o2 STREETS - NOVEMBER, 2006 SHEET 10 OF 99 5 19+00 20+1 21 -1 22+00 23+00 24+00 s a d Y r g�' C.)rn / d �gl- p ¢ / �5g1 JEa� i s g L�v Z m 1s a O/ l // g 'e' f / 4�' �g8.y'7s v�`''�� s4gga•�61.615 $o $�6 51 1 O -14 mi - Qbd��$�sr �- '8 2��pN /p0636 41ft` s �c�Jy.,,OJt 566.65 f� q9 op W h l'_ 1 7- `"�Ya�s /{ •s,a`yb sJ gtNly.Ytl� NOTE: ii KURT W. SCALE :� T1 9 E -EXISTING UN DERGROU NO INSTALLATIONS k PRIVATE UTILIP ES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO �p 13499PE THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES WATER,POWER, GAS,STORM, FLAN : 1" = 30' SEWER,TELEPHONE:E TELEVISION MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS STATE LAW(REDUIRES CONTRACTOR TO PROFILE .ems'•, .,.:c��t�� CALL ALL UTILITY COMPANIES BE�ORE EXCAVATION FOR EXACT LOCATIONS. HORIZ. 1" = 30' i�ONAL±1'tlYXY 2003,IMP ANDTHE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATEDMENTS SHALL HE PERFORMED IN ACCORDANCE WITH OMARCH,20D4 PUBLIC ANDWORK ADDENDUM No SPECIFICATIONS SPi EDITION,MARCH, VERT. 1" = 5' -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 -BENCHMARK#1: CTION CORNER(REBAR)COMMON TO SECTIONS 23. 24.28&25 34097.73 50303.75 LEY. =5023.25 5010 A C 5010 40219.41 _ 50397.83 LEV. =4939.18 c -DATUM-NAVD 88 n I 46 -COB BENCHMARK#110(ARROW BOLT ON H RANT)ELEVATION=490386 a -0.IS -SUBTRACT 19.45 FEET FROM BENCHMARK 01 OR 02 ELEVATION TO CON ERT TO COB DATUM. a p _ PVI ELEV=49D 1.53 A.D._-1.3 -ANY EXISTING OR W VALVES WHICH CONTROLTHE COB'a WATER SUPP Y SHALL BE OPERATED B COB PERSONNEL ONLY. II II u OO K=63,57 -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO B rGINNING ANY WORK. Gl �+ m 100.D0 VC Q a 5000 5000 IZ a -- �- J g Z In 7 Z w Q 0O wg g ag ago g — — (n aD_ zo w+ W II I II 1 1 II II y� " FINISHED — I O w GRADE Z Z cL Z a ¢Q IT mw _ `^a z w� 4990 � �� +� 4990 m w ¢ wLo w w Li~ No p wZ _ ~ c Ed E m `1 W� I-> i W sz a o a D- 8"WATER MAN EX.GRADE®� D_ p Y C d 4980 —�1 4980 00 dw a4s4 Q Sh IT S25 Ld 0 0 8+00 e CA.D. CMK 1 n 4/14/U6 9 4970 DATE: f J I.�g 4970 REVISIONS: gY11W/IH Q == 0 CONSTRUCTION RECORDS" APPROVED BY: UTILITIES - OCTOBER, 2006 DUAM ASSURANCE: STREETS - NOVEMBER, 2006 4960 4960 SCE: SEE SHEET FILE: PARKWAY-PRO a Ll oaw Sa 3 Sa 5� Pq 3a e� Fa 3a Sm Sm Sa Sm S PROJECT NO.:eDz 0502I.o2 0 j 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 SHEEL 11 OF 99 s a II e II w x s !Il U¢a- Wo1 §= eR ! V, IM �i M �11 • - Ir Q + IN in Ol m n m t NW yRzz s0_t a' - o Y r Y e a ¢ Of II m m O e rn #r w ,eTon o SAN SEWER MH 28 W a, PARKWAY �N q'�� S Aw � r I - yisKR N - TOB's' '"•' RIM=4999.23 J n r- o it in INV.IN(5)-87.79 J Z ',1r 3 v LL'C n ,pi INV.OUT(NE)=87.59 dOlS.I Sn zz w d �N~ 1 U'..44• O n a �' in ro <S'� in 5>> �H, V.9' MAIN 1 29.34' --50-78' -! NeN e•oly wnTFR `--- - -`--- - _ - DD.D6L � W m o Kr N W = g., N S�N�6P]Q`S4N spa AIAIN NN"ppARKWA N AVENUE �� s moCol•w waa +Y r.�� u,.,s n+oo � 16 Y, � t0 In r 3 �„ New A•olc wANN _ Ii91 79' 2 5 o JJ IO m �d MAIN i'02'14 -000. Lt 'g !a A411d I ,� ^Y upr oo c +IH c ,n A 0 Q an 3zwrc�j t h im ,--- _ --- K= _� I` _ a --- - - _ _ rn -- - - Csq _ __ P I �_ -- K� __ _ c 89. � - -� - � 73.35 w 6 16.76' - -- 101.52' - - q - I u,� -- - - ---- ----- - �2.34 �I N �• W a..A 12380$F "�N N l O I I �I N/r !6. 71.26 N `g Dodd I�$ �`'f 1mI nw rn Lb I'n 14 Y 'Cu ig r - VEllm¢ 3� zK I r U g ST�P R1-1 lnq 1-4N 1 bi a I ) a r ry l C 30•N30"} j of O O =� A N K9 i, o" z PARKWAYS s m �I I I IIq NOTE: ri KURT W. SCALE � T1 99 E THE GI UNDERGROUND INSTALLATIONS G PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE M _ PLAN 1" = 301 =0 13499PE THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY S SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, p "AS-BUILT" PROFILE SEWER,TELEPHONE h TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STALE LAW REQUIRES CONTRACTOR TO O \ - DENOTES CONDITION �.....•'' CALL ALL UTWTY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONSHORZ. 1" = 301 2DO3,LMP AND THE CITY DF BOZEMAN STENTS SHALL BE ANDARDED NMODIFICATI05,DATED MARCH,2DO4 ANDRKS STANDARD ADDENDUM NaSPECIFlCATIONS 57H EDITION,MMCH, X VERT, :• 1" = 5' -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A ' ` LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 -BENCHMARK W1: SECTION CORNER(RI MAR)COMMON TO SECT101 45 23,24.25 R 26 N 34897.73 E 50303.75 ELEV.-5023.28 5030 - 5030 N 40219.41 E 510397.133 ELEV.=4939.18 — -DATUM=N VD 88 <7 -COB BENCH ARK 11110(ARROW BOLT ON HYDRANT)ELEVATION 4903.86 -ANY EXISTIN OR NEW VALVES WHICH DONTROL THE COB's WATE SUPPLY SHALL BE OPER k7ED BY COB PERSONNEL ONLY. O -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A M1141MUM OF 24-HOURS PRIOR TO BEGINNING ANY Lli + UO 5020 5020 = d a- �z In w uj 8+00 a d W W ¢ o R�y Z � z Li <° aI d Q o z � n W a O N cmo Go m m ri a - a3 5 a z Q ¢ �a o .� Q J¢ 5010 a .5" 8 a" � , __ - 5010 07 ¢ [L u)) a,i'i d ul a 5Q II II II II a II FINISHED - - - LIJ Er!+.! w W w N II II wl>r�Y II II m w LL a of 'w q GRADE - --- - In F- NO a z aq +� �+ + n m w 1.9 r Or -\-EX.GRADE®¢ - U D_ + 22 --- O Y 5000 _-- _ 5000 O ~ a - - +^--- +-` 8'WATER MAIN Q ¢ INV=4997.34 LLJ INV.=4995.10 CMIK 4990 4990 DATE: 4/1/14/O6 REVISIONS:11/24/08AB "U "CO FORMS TO CONSTRU TION RECORDS" APPROVED BY: UTILITIES - OCTOB R, 2006 OU4JTYASSURANCE: ., STREETS - NOVEM ER, 2006 4980 4980 JR6 m SCALE: SEE SHEET ow 'g ' ge "g 60 0� $g so g� °"� PARKWAY-PRO w 1 wg n� wN FILE; PROJECT NO.:BDz osD21!_42 0 j 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SHEET 12 OF ea s a e e _ $n V " q'f I 5mLL w'�'} �` MulH 6kI I� $rr,IE�I NCI �m §3p w�c m =a gl I s,y I 1.- U �I I 1 0 • ` >w 90.18' _ u�rc- CV a I ( ) 7959 SF 0 I m 49.1 3' OD rc - 30.79' 1 1 I r � y- J — _ — m 13037 SF I r m _ SAN SEWER NH 51 pgI F-PARKWAY U r „I^ 61.7g• RIM-5015.70 WF NEW HYDRANT I r ¢�'np I co Q _ INV.IN(5))=5.20 N 35242.18 f J a J N N y,Z O1 i✓ 1 + 1e.eo MP so ` _ z2 INV.OUT(NE=5.00 'ARROW B10LT �� a0 �' Q' yae'95�"k�TS6�•LdE6.xl n �- _ L_ Is - , aW0720'7 � Is IQ � 76.43' --------- u oJ I fI _ d- - -- - ---- - - '1 DD.Dfi' N ` L=23.56' 1e.5e n.oa _ m -82.00 WIC ,3D•" ~� ¢ `_ f6 on L=23.56'- sons �c s,vj xEre MAIN V. KS In sx W a rnj A alnl•54- 100.0w 20'oo ---w 6 olVt'5J'SIVP .`¢21+oe _ — ��-PA Y AVENUEA n n a w o w 3g L 1.5D O N- 0' W � yry311 cc c 9 °0ARKWAY AVENUE 4 y E.a DIP WA[q MAIN r2 r R rlJl y� OZ� H u II�I im _ � N z16.9Im 9s.7n' ------ --74.921 - - -73.54' --- 82.OD- cim PARK w g 19 712 99 ost I � W 4486 SF m 11144 SF I I } O s —BLOCK 9— 0 "} Z 12707SF ■, Boa PARKWAY- �Lo � I I e AA �o�� w VV <� zo yy¢ u n Y �N��^� � �d old�o�O� I I I J 4lmv s� Cc w It x LLzo a $�G � om III e e I I P`4401� T A'N''a 1 KURT W. *- ($� SCALE XTHOMSON PLAN 1" = 30' 0 13499PE PROFILE lI HORIZ. 1" = 30, OiONAL 1lrllp (sa3NMo 101 I I'B pt VERT. 1" = 5' �x x x /A �B)MMlc M30J5 IL56 16+00 , \ 17+00 18+00 19+00 20+00 21+00 22+00 23+00 13 OR DENOTE "AS—BUILT" CONDITION 5030 x 5030 * d m ow m a - > N n j ua p II pN g G a 46 �m +W +w ±M, r� aN N Li 5020 " U o. a 5020 Q 3 a �p W m *? 651a a� FINISHED �w +GI na1 - -- �� O II II F w fL GRADE ti' �JZ W V17LLJ+w a JO Z Z LL+ - - O r O a O(o _ aof F- IL� -,- - _ _ _ E%.GAME®q 1--11 O B"WATE MAIN 'WATER MAIN S a? � 3 q U) Q V1 Q Z J 5010 ^—� 501D m �o a �``' m w Z UJ SANS f N0 wQ `1 W f7' m U} 0 o W oa e NOTE., D ]C D of c -EXISTING UNDERGROUND IN TALLATIONS&PRIVATE U CITIES SHOWN ARE INDICATED ACCORDING TO THE EEST INFORMATION AVAI LE TO U D Q E ENGINEER THE ENGINE R ODES NOT GUARANTEE E ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER.POWER.CAS. TOIiM. d 5D00 S EF,TELEPHONE&TELE SION)MAY NOT BE STRAI HT LINES OR AS INDICATEDON THE PLANS STATE W REDUIRES CONTRACTD TO 5D00 -LL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION, OARCH. O 2103,AND THE CITY OF BO EMAN STANDARD MOOIFIC TIONS,DATED MARCH,20104 AND ADDENDUM No.1. Q -NLESS OTHERWISE SPECI E0,ALL CONSTRUCTION YOUT AND STAKING SHAL BE PERFORMED UNDER THE flESPONSIBLE CHARGE IF A w q D SURVEYOR LICENSED I THE STATE OF MONTAN AND BY A PARTY CHIEF R ENGINEERING TECHNICI N EXPERIENCED IN CONSTRUCTION _RW -EIV CHMARK/1: SECTION CORNER(REBAR)COMMO TO SECTIONS 23,24,25&28 N 3489.73 eI E 503�5,75 P ELEV. 5023.28 -ENCHMARK¢2: WITNESS CORNER C'MMCSSA'YELLOW CAPPED REBAR)TO SE TION CORNER COMMON T SECTIONS 13,14,23& 4 ,D, CMK 9 49904990 DATE: 4/14/06 - E 5038�63 ELEV. 4939.18 REVISIONS:1a 19 osAe -ATUN=NAW 68 -DB BENCHMARK¢I110(ARROW BOLT K HYDRANT)ELEVATION-49D3.86 "CONFORMS TO CONSTRUCTION RECORDS" of -UBTRACT 19.43 FEET FROM BENCHMARK¢1 DR 112 ELEVATION TO CONVERT COB DATUM. C -NY EXISTING OR NEW VALVES WHICH CONTROL THE OB's WATER SUPPLY SHA BE OPERATED BY COB PERSONNEL ONLY. U I LI TI E S - O C TO B E R 6 2006 APPROVED BY: 8 -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARIMENT A MINIMUM OF 24-OURS PRIOR TO BEGINNING ANY WORK. STREETS — N OVEM BER2 2006 DUAuiY ASSURANCE: 4980 14980 _ SCALE: SEE SHEET $dIN N `u aO1 gNiI M$ Mw _IiI am ,s �n �� fat1Oma FILE; PARKWAY—PRO 10 �y R� �N �y RCS �y � �N �o PROJECT NO.:BDz osD21.o2 0 j 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 SHEEE 13 OF 99 s a II I _ _ Na I f I IIISsiil I t } } I II I I y I 'I — -----1----- ----L ----- —--- y t t W I I I I Y I II----- ----------- ------------ n 1 } } ¢ t I I I U I `a`m� ��� } t d } I I I aF"• I Q I y } t I t t e a } I LL N I I e� i _J N V o _l II LALLE-Y- ---------- ------------- I N nl II N N m Do m I r a Hr- I Ir--- ------ r---- -----r--- i } t 1 t t N I n Zawaw m I I I t t Y t } a ^} _L== — _—__�_____ J .— -- ====1==== _— —=L==== y = — ---------- _ — Go 51 al IV I II I I I t tt i U It ql''m G& == �- _-- - --------- - ------- - m W al L IV III Y I II t} }t Lo _j tl ;SOUTH 2 I AVEN E 64 5'km�o� jj O o ee54' =lso.a6'd • I IIII I O Ny11• .m v d7 I I t s d ����11YY I I'� 523RD " rya a- a1N i Na_m, Go \ I ^ �s�� !gyp s t _ DP�o o� G�� O �� Y O� mv� r rcrWz I�z w ,� r311+.1 o3�5 S�� Nr2 I n I ==� jw In �zNo^ nc x wn aY�1�3���w 1 0 wrl zz --- --- -- -- ---- — 62 '°° Yam• .yRu. ' 'ate V w�oo 01JIH 33RD in AVENUE +Km ��; <� ammo +(r m Y Aw a RK - "w C4 M. za,1l II �o a��m ��rjvm�l o�i> II orc 21� 1 Le! NO KF m WW z / `L(z 1. �y ryft*( l4f '' o P$2y a > o VM3015 oou - YYYIYN T A����i n N rn�itw�" �� O f �" �Lo �JoT y NOTE: ii KURT W. :� THOMSON EXISTING UNDERGROUND INSTALLATIONS df PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE SCALE T �p� 349 THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERMCE LINES(WATER,POWER, GAS,STORM, PLAN 1" = 3O' 1 9PE SEWER,TELEPHONE ALL ALL UTILITY &TELEVISION EL VISIBE�)MAY NOT BE ORE EXCAVATION STRAIGHT LINE EXACT SOOR AS CATIONS.INDICATED ON THE PLANS STATE LAW REQUIRES CONTRACTOR TO FANDHH�ATCHENG STMSHOWN ESURFACOET MPRUOYEME 1TS W�RE NDTTS PROFILE GDMPLETED UNDER THIS DDNTRAGT. OR — DENOTES "AS—BUILT" CONDITION PROFILE 1' = 30' 70NAL 11�tl 2003,IAND-ALL MPTHE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATEDO MARCH,20D4MENTS SHALL HE PERFORMED IN ACCORDANCE WITH MNTANA PUBLICANDRADDENDUM N.WOK STANDARDSPECIFICATIONS STH EDITION,MARCH, v VERT. 1" = 5' -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAUD SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REWIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 -BENCHMARK}1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23.24, Z5&26 N 34897.73 E 50303.75 ELEV =5023,28 502D -BENCHMARK/2: WITNESS CORNER("MMCSSA•YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13.14,23 24 5020 E 50397.83 ELEV =4939.18 -DATUM-NAY➢08 -COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION=4903.86 46 -SUBTRACT 19.45 FEET FROM BENCHMARK#1 OR 42 ELEVATION TO CONVERT TO COB DATUM. O -ANY EXISTING OR NEW VALVES WHICH CONTROL RE COB'.WATER SUPPLY SIALL BE OPERATED BY CCEI PERSONNEL ONLY. — O -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 2 HOURS PRIOR TO BEGINNING ANY WORK. W In Q a ¢ 5010 m 5010 = v~T a [l z o UJ Li I__ o S W ¢ J aN II II Z �j Z LSO a FYg II II ' ' o> O r O ¢ 00 of + as H n� row n g '�S ¢aay rcFa qy �a nwII yanII f'�mW�II CL _r - Z¢ CL O HO 5 ZZ ¢ a ¢ In a Z _J 1HWn ------ --` 5000 — I 5000 FINISHED w w Lj -- H N I D P� W — El"WATER MAIN N O O � in m U¢ e GRAM rk a II m>N w Rd W SO Q �w --- ——————— U o N a 4990 4990 p o r O 6'•WATER N IN cWc 5 5 7 4980 4980 CA.C. cMK - SATE: 4/14/06 REVISIONS: 8/15/06 10/19/06AB m "C NFORMS 0 CONSTRUCTION RECORDS" 11/24/OSAB w� ry m� ra IUTII ITES OCTWER, 200 Is+Do APPROVED BY: �,IT. i" — OU4JlY ASSURANCE: STREES HOVE BER, 2006 o II`D a2 I rcSS I�22 4970 4970 SCALE SEE SHEET �mr Snw gm S S FILE. 23RD-PROyN g; '; 9 �o PROJECT NO.:BDz 05021.o2 o j SHEEL 14 OF 99 0+00 1+00 2+OD 3+00 4+00 5+00 6+00 7+00 s a ALLEY �I I L I j fII Ip�� Il I I) I Ij Do I I i I __ _— ,1 • 11 ILL1111 u111 I I I I I I !I V ` o v II V d I I I = I I I IZ ¢j11 �I f II a I I m x N J I R I 6 f 11 :wr wl I I I I I �_ o o d fZ] �_ I mdOlS •* Ur II I fLLaI u a Id o 11 1 I IIIli�Foon��IIr�o° ll 10------ 0 s23RD II II v. —�_ I Vf f r111 y_ mgox I N I I I I I —————- --———— ——————— :r (s wAo iDT s ~— w �_=per zw�w + I m I Nlvm301s� — _ I n I rn I I calm,s lne — _ 'f�' — — e L-1. � a �e —— I - I N J r� I I .., I + LL ) m a e" i - 'O _{ )� n m m I N I w i I( W O - — �x :��— yam SOUT 2 — ~�— z� -- ----�� _ I I y afnmox111 1 y =mWm.<I _ 8 STOP o m om'MATFIt MAN a f M �1S p'4�' g c a 23RD A� TK �w Y _= y r ' — ;•�` —_ --_�_,—� �I Z o a'Zm�w j m oo n� mr~a IIIIY a..i s a V Iil Q Z n s ®coa II II \ mm I - m wa y gyllz IT m ���~ ���_� zv 1 qy �w y a 2 Do SOUTH 3RD cn Egg "N a yr a N ��dw rll yp � y j Z/� Uti,�ii U II 1 ICI w —BLOCK 8— o L og zS dam rc"v�i"aaW P�44p1N T �''N,'� NOTE: KURT W. J THOMSOI� -EXISTING UNDERGROUND INSTALLATIONS k PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO 13499PE THE CALL UTILITY &PEUES I,0V M NOT ON FAR EXACT LOCATIONS. IN IE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF CH INFORMATION.PLASERNS. STATE LINES(WATER,POWER, GAS,STORM, SCALE ':`1's'�•..--•!w``, SEWER,TELEPHONE 8 TELEVISION MAY NOT BE STRAIGHT LINES INDICATED ON THE PLANS STATE LAW REQUIRES CONTRACTOR TO OR — DENOTES "AS—BUILT" CONDITION HATCHED AREA WITHIN STREET DENOTES SURFACE IMPROVEMENTS. 30 IF NO HATCHING IS SHOWN,SURFACE IMPROVEMENTS WERE NOT PLAN 1" = r NAL II -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, COMPLETED UNDER THIS CONTRACT. 2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,20D4 AND ADDENDUM No.I. PROFILE -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A HORIZ. : 1" = 30' LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION VERT. 1" = 5' LAYOUT AND STAKING TECHNIQUES AS ARE REWIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 -BEN;NMARK#1: SECTION COINER(REBAR)COMMON TO SECTIONS 23,24.25& N 34B97.7 E 50303.75 ELEV.-5023.28 5030 - 24 5030 N 40219.41 _ E 50397.83 ELEV.-4959.18 -DAT M=NAVD BB 46 8+00 _COB BENCHMARK#1110(ARRON BOLT ON HYDRANT)ELE ATION- 4903.865.6 O O -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COBS WATER SUPPLY SHALL E E OPERATED BY COB PERSONNEL ONLY. + -THE CONTRACTOR SHALL NOT FY THE WATER DEPAR7MEIIT A MINIMUM OF 24-HOUIZS PRIOR TO BEGINNING A Y WORK. LJ I O_ U7 5020 5020 = V) a a— �Z In W w Op U Q J n pro Q 00 F- �+ 9 I _ Z IL II II U a a IL3 �— a 0 UU n 1 _ I r w d g g II _� Z Zmo Z Q 0 5 1 y Y n II FINISH _ — — Q tQ Q _ J H 501 D a y a s g> GRA E B w 5010 07 �o ¢ I w w O did W U7 pf N w Z aw — — —————— ---`--' J LIX.GRADE®CL Y WU) m r� m W (n Q e Ld w S Z O of --` INV.IN(SE)=4.47 ir Q 8"WATER MAIN INV.IN(SW)-4.49 U D_ N e INY.IN(SE)=4.58 D = 5000 5000 O o Q Lo F Z�ml 3 awg� Gz= CA.D. CMK _ 4990 4990 DATE: 4/14/06 REVISIONS:'1/24/08AB E " M APPROVED BY: UTILITIES OCTOBER, 2006 OUAMASSURANCE: STREETS — NOVEMBER, 2006 4980 4980 SXL- SEE SHEET or on ow "a �ry om oa Aa n mg m a Nr ,� 23RD_PRO d FILE;a _ ."9 S2i 25 ."925 8 �25 925 25 �o �� PROJECT NO.:BOz 05021.02 y y y y n y j 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SHEET is OF 99 s a I w II I II F3"I) I II I t".: I I m j mYS I AG)NivM301S �--1 I ` � s'�SN3NMO 1DT , I I I r---- 11 I _M 3GM1,s'lnd I I I f l ,d9 )AS)XTYAti3G III d P1 I I I 3GIM s'i a "J Z3R� LAJ I � L'I—Ilo�� x x x I �x x x x x�I—� '�y >• Ih j N maam�#�I N`°3II I I rsxyl III I Il�rcwza O y,_, 7t �s7 mI �� il r fr IIL �ao y m f I� I �m6 m ®fV I `� a N co W ..w->I,II ----- ---- L�_— —waved R I — —— 6wp m b841'16• --'— --`--'— �JI` Nlam xaercl s91 x w +e 23 MN 0'QP — �L —� 1—s — —� 1�roo `�i ms marfi4• 15-w fih o Pj ■SOU _F RD AVENUE Ew 17 dP YL TER MAN _ SOUTH 23RD_AY WEI14 IIH �m - e- — a a Z —BLOCK 8— r Dm w in D ? WV o s 23RD•� � II Y N i e� C)Vl m xs KURT W. :� THD99 E =oT 13499P SCALE HATCHED AREA WITHIN STREET DENOTES SURFACE IMPROVEMENTS. PLAN 1" = 30' ���jOrVAL±IrtIIV ICOMPLETEO UNDER THIS ONTRACAT(.'.E IMPROYEMENTS WERE NOT PROFILE HORIZ. 1" = 30' VERT. 1" = 5' 16+00 17+00 18+00 19+00 20+00 5030 wrn o 5030 46 + qo m -I-- ad H II II N Lu V) W II , II a w EX.GRADE■FL •`+ Q Q ,•� +d�+• w m NO a- O_Z O n n NI5HE0 W W O 5 GRADE -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO _ J THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, W UJ Q _+ �� — ----^ SEWER,TELEPHONE&TELEVISION I MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO Z ] Z W O CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. O Q 0 -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, (n Q Z Q 2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM No.1. 5 Z Z 12"WATE I MAIN -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A Q Z _ Q LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION Q Q Z J 501 a 8 WATER MAIN 5010 LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. O7 F 0 Q CL Z -BENCHMARK f1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23.24.25&26 W W W Ld ; N 34897.73 E POT '75 P p N W Q ELEV.=5023.28 V) O Y W In m -BENCHMARK/2: WITNESS CORNER("MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13.14,23&24 pcl)of eE N 40210.41 Ld S z N rq E 50397.83 ELEV.=4939.18 lil o a d -DATUM=NAVD 86 r -COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION-49D3.86 U D B -SUBTRACT 19.45 FEET FROM BENCHMARK#1 OR#2 ELEVATION TO CONVERT TO COB DATUM. 00 5000 5000 -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. O -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. Q a Q L cli 9 CA.D. CMK _ 4990 4990 DATE: 4/14/06 REVISIONS:11/24/08AB E APPROVED BY. OU4JTY ASSURANCE: a 4980 4980 SXL- SEE SHEET �N n� 8 "CONFORMS TO CONSTRUCTION RECORDS" d Hi a h� m 'Aid �m ai am FILE; 23RD_PRO UTILITIES — OCTOBER 2006' PROJECT NO.:Boz os021.o2 j 1s+oa 17+00 18+00 19+oa 20+0o STREETS — NOVEMBER, 2006 SHELL 16 OF 99 s a 5.5 1t g',20 REMOVE&DISPCS I I )I TC---"I 55 60 LF 12" v OF EX.BARBWI ( (( .� F TFALL STRUCTURE pVC€c 0,57 FEN I � a6y N p6y TOP OF STRUCTURE=99.00 I INV.IN(SW)-96.50 m )( B NV.OUT(NE)=96.50 DETENTION s 1 II oll 8 POND 6B o - TOP OF PDD=49 4+ I II o �qjo MILLER PA WATER LEV .DO x } o 61 BO F POND==174 \ I I II 2 179fi22$F IREO STORAGE96.5 CF 7 I ITo- o j1tA,�1swiRTH (S•4�:1RAGE SIDE SLOPE5,3SEE� ON(XiETE T RM I 6224 SF N o m ) INAGE 104 LF NEW 36"ARCH R DETAIL 16902 SF - WT AND (Y6 WX43 34")CULVERT PARK yr=s le SAN SEWERMH-29 I WIDEV�I=SOQ1CONTROL PADSIBN - ISLET TASE E 4368 47 IV.IN(SE�96.49 38495 SF EnINV.9V(S)-90.24 - 1? - �¢ ( ( ) 0 �-------�SAN SEWER MHM4IUS RIPRAP) V.WT(NW}=9 NEW CL MON.INV IN(E) 9024 ;; MILLER PARK _ m (SE NeTH COR.,MILLER PARK RIM=5001.49 SECTION140.57' _14V.OUT(N)-9o04 I _ SETBA K TL DS TBACK -m_ - - lm I 179622 SF a6s.er- SF NV.IN(S)w91.28 4�12231 3712 F 46815 SF E aB�.2s �*A N I II 21 zes Lsa I zso 3.11 - 56.53' - Im L4 I I 5575 SF m O 1 35.27' IAe .e, _ W 0° REMOVE&DISPOSE y V C ■ New w e ov wnnx Arc _ARRM AIN zoc m iT _ e -)+00 N 095J'4J"W s_169.31• eM0 R-1 _ gpm��ffL - I - ee•ersr y�a+ao - zo14r ulao 3.ao FENCE Z ( _o NEW! SOP ^. VC SAN BEYfR YAIN - o X 41 q-75 e T w +j 50.92' M1 �- y�P � p'Oo yzasa'�IAI&UVORll-I DRIVE _ AINSWORTH DR I '/l y9t -15 L= .56' DRIVE - C c �' 1! } ^ a _ ro- T� zso �.%ez =15m ;:N -- -- -- D z3e - ___ 3;, _ AINSWORTH DRIVE" l) _ �- -._--_ ----- 23.t 8' N 30251.46 y, ---- 132.3I' T� - --�--�- - --_ --_----- ...... 1c- Tc- fi= cEm AINSWORTH� I s f - ---- -- - - --- 11.Y2 �) 139.31' y ARROW BOLT o -n To- r 158.13 �n NEW HYDRANT Vl 11 _ ) ELEV.=XXXX.KX W V 1 0 33+ I mt.. -BLOCK 7- wm„� N 3822433 I AIN5W0RTH■ sD.z3NB2as.B 70.711859 SF NEW HYDRANT -�� ---_ E 48657.49 I SETACK E 909.3 �,�y�/�p�N1.3NARROW BOLT I' 78AINSWQRTHo ZO 20o E Ev.-xxxxxx I ( PARK W I II6000 SF A w ;POSE < `' I I to E 462 1 NICE z I g ELEv=sooi eo 12518 SF I` ��� ��- ( �I � � s sB710 s 6 25 �, �1�lEhA S SETBACK N III $ C I I a _I 140�3$F I Z0 1 93285 F 7338Q$F I II e o I c= I ) l $ aYc�1a R1-1 3.2T 2J 1 sL� K 8- (311-1 III 1 7• I OUTFALL S''U RE / I� 7 5' TOP OF STRUCTU I 7.5' TOP 5.5 FUT.5 WIDE FUT.5' VDE I z 1 1 I I INV. IN(SW)=98.30 NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER.POWER,GAS,STORM, ♦♦♦4\p1y1 T y��!i�� SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTIUTY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. �>ks KURT W. *- -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SP » » { TH OM SON ECIFICATIONS 5TH EDITION,MARCH, - 2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM Na 1. O R - DENOTES A S-BUILT CONDITION iq.'n � p 13499PE -UNLESS OTHERWISE SPECIFIED.ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF ALAND ` , LAYOUT AND YSTAKING OR N TEECCHINIQ ES AS ARE EQUIREDN THE STATE OF ABYN THE S SPECIFIC TYPED BY A PARTYI OF DWORKGBEINGI PERFORMEDDIAN EXPERIENCED IN CONSTRUCTION ][ -ASS. ;`♦♦ ���q VIAL 11j15 -BENCHMARK#1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23.24,25&25 N 34B97.73 HATCHED AREA 1WhIIN STREET DENOTES SURFACE IMPROVEMENTS. SCALE E 50303.75 IF NO HATCHING IS SHOWN,SURFACE IMPROVEMENTS WERE NOT ELEV.-5023.28 COMPLETED UNDER THIS CONTRACT. PLAN 1" = 30' -BENCHMARK k2: WITNESS CORNER("MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13.14.23&24 PROFILE E 5C13397.&3 HORIZ. 1" = 30' ELEV.-4939.18 VERT. 1" = S' -DATUM= NAVD 88 -COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION-4903.86 -SUBTRACT 19.45 FEET FROM BENCHMARK p1 OR¢2 ELEVATION TO CONVERT TO COB DATUM. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB's WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 46 5020 00 7+00 6 00 5 00 4+00 3+00 2+00 1 00 0 00 5020 _ HIGH POINT 5 A=3+84.30 p PM ELEV =5003.3 LOW POINT V=3000.93 Lu + JA D =-2.22 LOW POINT A=2+44.80 V) GO K= 14.96 PIA STA=2+30 Q Q PVI ELEV 5000.88 Q 100. VC AA. 1.26 = U) F- K= 9.59 (Z al Z Ln rc 30. VCLd - Lo Q J O m K a G m m rl o m N G 4 Z In]LLJ Z Li~ 5010 ��� m 0 3� m m >N+ a Dm Dw o 5010 O > a 00 T� Nn Q d Z [L+ S> �S V n a g a$ d 1 1 [V 1--eA I O n II II a II II II ^ + d II II 1 1 II II n> n> s (il II Q to Z J Q •� N II +� w +w +�' �NGRADE + + + o W g m W W j W n r n n M E -• ) -1 Lu- _ Y w� m (n� 1- - - o 5000 - ---_ ------ - LLLI LI R EX.GRADE®1 -� ---- - C)Q x or IL O 8 8"WATER AIN 8"WATER MAIN \�` 4 f� IY'WA R MAIN U D z O a _ w 4990 4990 P o m jgj II q�Og'1 , V 7 CMK DATE: 4/14/06 REVISIONS: 4/18/06 p 11/24/08AB 4980 '+f»- -- -- N 4980 APPROVED BY: •• QUALITY ASSURANCE: CONFORMS 10 CONSTRUCTION RECORDS UTILITI S - OCT BER, 2006 a g STREE - R, 2006 SX SEE SHEET m "a^ 4 Y, Y. d8oYi 1SS aN aR ang d.o d AINSWORTH-PRO w ds EEE; 91 So 9§ 1 nq PROJECT NO.:BOz 05021.02 0 j 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 SHEEE 17 OF 99 s a ( oeaI, sa r 5.5 xiO E�_C nyI I I aH �z 57� a.R4I I S ,I I 9 SAN SEWER 39 I i • '^ @Z22ERIM 2.4 INV. ((S 85.45 ; J R-1 o Da A .IN(W85.72 mzM'i a 1 I 13 {30 N30•')1 ,I", 0 m 4.12= INV.IN(E)-85,72 p I I 799 SF 15 -I v oI R ` cos rear I 9 -A F NEW 2' I I STORM DRAIn INV.WT(N)=85.25 3' on 1 x -BLOCK 5- SF wm INLET P2 TYPE II TEMP.DEAD END mmz i _ EW H NT ARCH P .31 3628.1B ( E 48051. 7 _ ( ) myL=s47 �D T0=5000.88 BARRICADE WTFi m E 4774.98 tO CULVERIT IT 1F 2395 SF ,. Ir12 !; E I8M=0.39 (3)9 BUTTON R-15 o-Z Ec-I A OW OLT 14 \ 6''f INV. S)=99.7 0 SE ACK 15902 SF E INV.IN(E) 97.38 { E = 4.0 AlH p 1 4N SF - o DELINEATORS SEE in SAN SEWER MH_28 -F _ ---Y_ IVY.OU NW 97.36 DETAIL) L=234 19 m VB000 SF �y INV.OU n)-9Z wo RIM=1it161.92 c 79.4' A INV.IN(S)-90.24 n __ _ __ 74.10 INV 9024 Isa __-- - `o-- - _ 1� 1- uZ - --_ - Ec- - -- ---__-- --+ 51.62' 47.10' 54. __ - _ 14,57- ----INV.OUT(N)_90.04 I Z yc■ s.m - ,c --,c - F� ■1 M 5 LF 12 STQ3A --- ----- 11 --- RAIN® .OX DR N O 1.0X- _ IMAI, NEW P�WATER A 6T tEA tx - aB 1 N RP 1x+ _ _ - NN 55 DT-6'S�35_PLC SAN g%M4. 6 SDR J P SAN SEVER M = .43 I YlL - DD N BB9]'4T 1 idp _ 1DFOD --L=23.55' ,y I W _NTH IB-A-+OOp3p5y0 N 0'8DR�!PYD SAY SEVER MAIN NN T' - INV- ■ -BF00 - ---- --` --- --_ -- s sa- - --- - ----- ---- re -To- II D1Jt A 5000.39 1 rI STA.15+3612- _ - R 15 ( EM �1}1 ■ 5LF1 79.4' B0.00 TC= !b y(N��( 9295 RTH L-23.84' SAN SE MH 40 78.39 ;n 50.64' 1n - --- --` -- 2 im vl \E/=9275 INLET Pi(TYPE I) STA.13+64.63- II STO M TOR ORA MH RIM=S 00 52.62' S4.02' - Z �I I TC-5000.93 O DRAIN 17 SETBACKox - 3z.3, ■ "s _ STORM DRAIN R 002 INK OUT(W)=4991. 18 8S - SETBACK AINISWORTH I I I INLET 02 ®1 IN.IN 91.24 8000 SIF 7 1262 SF RIM=0.43 NV I ®1.O$ o 1 I aI 1 1 (TYPE IQ I1 I o R=3, I I IN OUT()=91.4 m 96"SF 1n� 75760 SF 1 z.es INV.OUT{W)-97.43 J I I ) R1-1 = TC=5002.85 L=9.4Y 1 6 _ o `y �_ EX.WATER ,h� 11859 SF - 11908 SIF ro- 1pY^ y I f 1 I (may ) NV.OUT(NE)M 9935 )I 4ta 994 �&I� N 36225.3`' 1AIETLAN OS i $ I I I E 48049.57'�, EMOVE&DISPOSE n Ta ic= TA 1 B4.23 140156 SF OF,EX.BARBWIRE o ).,-' Z 11 I I ) 1 ) yyy,"'1 asol i I TORND1 RAIN FENCE rn e el Iro= _I- VV I T E II I II ( z. a27 z] I I I DD1. If I = I RIM 2.34 ' . I1 25' 6' 31' I I INV.DUT(N 1 ------------------`-- �n" T.o-f S? / �\ crUcT�5'MIDE7.5 I NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO �^^+��-+ 44j1 T 4p� THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER.POWER,GAS,STORM,SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT UNES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO OR » �1 - DENOTES AS-BUILT CONDITION CALL ALL UTIUTY COMPANIES BEFORE EXCAVA71DN FOR EXACT LOCATIONS. KURT W. -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, X Y TH OM SON 2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM N.1. _p 13499PE -UNLESS DTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF ALAND LAYOUT ANDSURVEYOR STTAKINGN TEECCHIN THE NIQUES AS ARE REQUIRED TE OF ABYNTTHES SPECIFIC TYY A PARTY PEEF OF OR ENGINEERING BEING PERFORMEIpIA1Y EXPERIENCED IN CONSTRUCTION '�+��O7VMA•L•/i�4'�E`�A`t -BENCHMARK,1R: SECTIDN CD NER(REBAR)COMMON TO SECTIONS 23,24,25&26 N D SCALE 75 ELEV.-5023.28 PLAN 1" = 30' -BENCHMARK#2: WITNESS CORNER('MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14,23&24 PROFILE N 40219.41 HORIZ. 1" = 30' E 50397.83 ELEV.-4939.16 VERT. 1" = 5' -DATUM=NAVD 88 -COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION-4903.86 -SUBTRACT 19.45 FEET FROM BENCHMARK p1 OR p2 ELEVATION TO CONVERT TO CDB DATUM. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COE'S WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 46 5020 15+00 14+00 13 00 12 00 11+00 I HGH POINT ELEV- 5G04.74 0 5020 O HGH POINT S1 A-10+49.60 O Oo1.00 PM STA-10+50 w +43.75 _ PV ELEV 5005.03 I,AD.--2.36 V) t9L g K-42.41 Q Q E5 J o W L 41 i 41 0 0 oo d - LJ -✓}� > N>II wII �Faa.j'?II <ri wII nA RWz> n W� .> mII u n'Zi 8 a �y LLJ L��OZIN Z n 7 5010 oz 5010 ( � 8 52 � o a a� zJq -m9 IL m Wna mL" a 1- O Z I nlTN ° Q IIFINISHED m 11 Q n Q Z J Q IE GRADE CO [L +s + +oww w �� � n ncy NW n> m W� HIf,FUT. til '�z re' +d _ 19 1.1 +"' +w () IY N LLLJ u>_ t GRADE _ 2X -1• i,50; '� ~ 1 N O - -. I Y W If) m ` ----- -------- o 5000 '�-- ---- --------- -- ___`--- _ _ - - ---- ------ 5000 W s z EX.GRADE®DE TAPER BACK \ ��� EX.GRADE®�l �Q - TO EXISTING INV.IN(SE)-99.7 �� d O $ INV.IN(SWI 90 �'� U D � B'WATER MAIN Ln Z -- a 146 L.F.18"A-2 00 PVC STORM DRAIN® --_ 70 L.F,18"A- Q --_- - --0 7t/ft- 2000 P L.I..I _ --__-_ STORM DRAIN®0.0070 0 4990 4990 3 � g g � > 7 CA.D. CMK DATE: 4/14/06 REUISIONS: 7/10/06 10/19/06AE7 Mn o w� nnVW of Nq < N m°'- ma a 74 �� $ 4980 a ��Naae II ��"II w 4980 APPROVED BY: III �.uio 11 11 ll..¢�NII� II - U CITIES CTOBER, 006 auAuiYAssuRANCE: all=== EETS - N VEMBER, OOfi +N>_> Io SCALE: SEE SHEET e� as e°R c' " e "ea a aM a`Y of ' ANSWORTH�RO a� os wn M� r PROJECT NO.:BDz osozl.oz o - j 15+00 14+00 13+00 12+00 11+00 10+00 9+00 8+00 SHEET 18 OF 99 s a TDP DF PDND=5019.DD I I I ouTFaLL sTRuc u DETENTION WATER LEVEL=1 B.00 70P OF STRUCT I \ A I TT R OF PONDS 8.50 w 1 9 11 I I I =19.OD I� I POND AB \ RE IRED STORAGE37 C CFI REMOVE&OISPOS I \ I STOR SHOWN=837 CF INV.OUT(NE)-1 of EX.BARBWIRE I TOP OF POND=3018.00 \ wis 1 (4:1 51 SLOPES.SEE i INV.OUT(NE)-1 B Fpy� I J i WATER LEVEL=17.00 I` DETAIL) I BOTTOM OF POND-15.50 I \ � i x l 165 LF NEW DUAL 24"AR I i 1 REQUIRED STORAGE=6B6 1 L i STORAGE SHOWN= I I I 2 RCP1a.ze x�"EACH) I I I 8"FLAREDI CUL RT WITH FETS 1 (4:1 SIDE S.SEE \ / N� I 1 STA. 7+31.21=COMBINATIOIN I m 8023 SF SECTION INV.IN(SW)-18.60 ( GET MH&INLET V1(SEE DETAIL) I Sn N 66.04 I INV.OUT(NE)=15.90 12"FLARED TC=5020.85 - E 9784.221 34970.64` END SECTION I \ NEW NYORANi OPEN RIM-20.15 I �N IN=18.50 ( _ N 34948.52 REMOVE& 33 1 E 42.66 � N 34980.84 1 NEW HYDRANT EN ARE I 18 1 1 9 INV.IN(S)=17.11 O E 49940.31 N HYDRANT c _ E 49535.14 AREA _ _ DISPOSE DF 3 IEW e°A-zp v4n ( m ARROW BOLT - -I 17.11 20 21 EX.BARBWIRE (2 o o VORM pRm• m REMOVE& i INV.=16.50 EX.MONITORING E 502DC29 / 2112 SF o LIOSF 1 8580 SF ELEV.XX%X.XX 0 SF 1 FENCE 2,OT a Tp M T DISPOSE OF >- SE K W I NfW 1Y A-2pm PYL 1 WELL LOCATIDN �s ARROW BOLT / 10 1 7 ELEV.-XKXX.X L - -- 8023 SF 8023 SF 1 2�210 SF so ,Nr®p.zax 1 JY -{ Z - L--==�- -�--- J-- --� cuLVERr 4861 SF - 124- 11236 SF / _ z: ffi ---- --- - �- ---- ,� --- _-- __- B_ CK ---=--= _.'-` ---- R n iI Wy- f�n 21]] 2io Ea y P014 i� .7 T� - _-`-----`---------- --------- E R 1 Pp.20 P W m o Our?.) p_ �_ Y R c 2 F 16'A-200D - I- v�71 - •OIPIWAT917. r _ SQ61 Epp rn po +m zz�71 50 p= _ Ex 1• N p Ta - Pvc a o.zzz _ KWO OAD .. T` Pi r.ps re= INV.OUT(N)=17.19 � �r STA.5+20.57-OOMBINATION REM &REPLACE STA &INLET V SEE DETAIL N 34906.04 EX.GIVE 2{ ) E 49839.64 TRACT z INV.OUT(N)-1663 SEE SOUTH 19TH _ FENCE TC 5021.71 `\\ REMOVE&REPLACE AVENUE WIDENING _ him RIM-21.21 co `EX.BARBWIRE PLANS FOR CULVERT - EX.2 P C VEF� Z c �_ INV.IN(Wj=18.57 STA,34 4.86=COMBINATION FENCE INFORMATION&STREET INV.I ( =.1i INV.OU N=16.57 CONNECTION MH&INLET ABl(SEE DETAIL) \f TC-5020.20 E%.24 CMP CULVERT \ RIM=19.70 INV. INS.)=19.26 NOTE INV.OU7(NW)-16.57 INV.OUT(N)-18.84 : ± w -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER.GAS.STORM, SEWER.TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT UNES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTIUTY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. fI -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION.MARCH. I 1 2003.AND THE CITY OF 13OZEMAN STANDARD MODIFICATIONS.DATED MARCH,2004 AND ADDENDUM No.1. p k -UNLESS OTHERWISE SPECIFIED.ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION HATCHED AREA WITHIN STREET DENOTES SURFACE IMPROVEMENTS. LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. IF NO HATCHING IS SHOWN,SURFACE IMPROVEMENTS WERE NOT -BENCHMARK#1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23.24.25&26 COMPLETED UNDER THIS CONTRACT. E 50 03.75 ��V4,4401y1 TT�A'N��G ELEV.=5023.28 -BENCHMARK N2: WITNESS CORNER("MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13.14.23&24 ` ° KURT W. N 40219.41 �ro THDMSO SCALE E 50397.83 =p 13499PE ELEV.=4939.18 " PLAN 1" = 30' F` a -DATUM -NAVO88 OR - DENOTES AS-BUILT CONDITION PROFILE -COB BE #1110(ARROW BOLT ON HYDRANT)ELEVATION=4a03.88 \/ VERT. 1" 5' �O�iONAL 11M11 -SUBTRACT 19.45 FEET FROM BENCHMARK pt OR/2 ELEVATION TO CONVERT TO COB DATUM. ,JC` HORIZ. 1" = 30' = -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COO'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 2+00 5040 5040 IGH POINT ELEV=5021.7 - LO POINT ELEV=5020.53 HIGH POINT STA=4+B&0 LOW POINT -5020.08 N LO POINT STA=7431.34 PA STA=4+75 LOW POINT A-3+44.86 A6 PVI STA=7+30.34 PMELEV=5021.85 pVI STA-3+50 LILL Ul A O =1 04 K=22.02 A.D. 3.13 O N=47.84 50.00' K-31.91 c L 50.00'VC 100. 'VC Lo n a 3- rn 5030 µµ a a p ��' z 5030 = �In a b N < n 8 N W m M M ❑- n Z a3 a Gf n } $ + g W LJ + V IJ Vi < o sf 'pol S S rl 1 ri'1 Q J O W N Gi IJ w w W W o. a II Z (n] Z Li~ m m F K of Q co�O w Q D_ Z IL+ Q.3 c I-� 0 I O FINISHED _j 41 / �\ 5 Z Z Z -0.5 1 iL GRADE ---- / Q Q Z J Q -« __ _ - -----'" ` / 5020 m Wow w cn so2a - -- _ o _ ----- ---------------- T\ �D N LJO �x `E%.GRADE®GL N p O f 211 L.F.16"A 2000 PVC STORM DRAIN 0.0028 fl/ft l f i 1 Y W In � IN Q Q 3: ]C U 0 0 `s IR a 5010 RnI �n 5010 m - �ollw �IIn O N IIip •II-- Ld +,ZZ V e CMK 7 5000 5000 DATE: 4/14/06 4/18/06 REVISIONS: - 6 al 7/10/06 z 9/14/07AB 01 "CONFORMS TO CONSTRUCTION RECO DS" n/za/Dane UTILITIES - 0 TOBER, 2 0 APPROVED BY: STREETS - NO EMBER, 2006 DUAuiY ASSURANCE: e 4990 4990 SCALE: SEE SHEET h a e a na a� `� a d a� d n� R . m �� FILE; BLACK-PRO o � 1. 53 8 .1 n PROJECT NO.:BOz 05021.02 j 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 SHEET 19 OF 99 s a 1 as z I II I I I I I I I 1e 1ae3 I I I ' 31S' I7.5' I I I I } 1D6 LF NEW 36'ARCH R 1 / WIDE I PUT. DE (26 "e4J 3'i 1 CULVERT I SIDEWALK �--� ALK(BY I I PATH FETS VJ } LOT OWNERS) I I I I INK IN(SW)=17.06 Cf H (9 i ii I I j I NV.WT(NE)-15.16 N 3 99298 I c Irt `( 111 I I I REM &DISPOSE E 4 749.51 CA d�l ( 111 8994 SF _ I 1 I Z o OF EX. ARBWRE p _1 1 #m STA FENCE ETBACK A D SETBA (JD^H3 s` 1) I N EW 349 a 5 HYDRANT m 1 J o 1 I 17 1 I 1 MH I TC: 7aaeo PARK 13 I I E ROW SOL 1 _ 14 I 8400 SF NEW HYDRANT 76248 SF 85JSF BLACKWOOD f ra( 15 5 15 I 16 1 — 7 — I OPEN RIM- ARROW 50 48209 SF � 1 1 ARROW BOLT 8400 SF LL ut L E 34940 49535.15 1 AREA 1 IIN 01.36 ID 1 ELEV.-X 8400 SF BLOCK I 1 g 1 g -INV. oa R=1 s l� {� ( _—___ 1 — _ ��LL�yy!!///ll I— i— 840Q SF 1 8400 SF I 8400 SF 85B0 SF ARROW BOLT W m O fTl ' � — --K __` +__ —J' +_ --= 1=— _---_J===== —1===_ ELEV=X%XK.%K SF c _ Z ---_ __ --- _ ----- - W - _ ——————————— ——————— -- --'__ — — -- — __` — ■ 1 e0 63)30' 15+OY �� _ _ _r _ _14.00 L=2.56'_ ta+ I N DIP WA— uEw iz o s 77 rt �— ` 8'A p Em N 54927.20) t' - H cEm E 48664.42 x FUT.MON.(E$NH CDR., . - _ TRACT 2 COMMON TO SECTIONS 23&26} x COS 2177 N 34921.5z E 49979.94 INV.OUT(N)=17.19 NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE U71UTIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO A A THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER.GAS.STORM, SEWER.TELEPHONE&TELEVISION)MAY N07 BE STRAIGHT UNES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTIUTY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH. 2003.AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS.DATED MARCH,2004 AND ADDENDUM No.1. p -UNLESS OTHERWISE SPECIFIED.ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION HATCH EO AREA WTHIN STREET DENOTES SURFACE IMPROVEMENTS. LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. IF NO HATCHING IS SHOWN.SURFACE IMPROVEMENTS WERE NOT -BENCHMARK#1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23.24.25&26 COMPLETED UNDER THIS CONTRACT. E 50 03.75 �AV�,4VOVy1 TT�A'N��G ELEV.=5023.28 -BENCHMARK N2: WITNESS CORNER('MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13.14.23&24 ` ° KURT W. N 40219.41 SCALE �,A TH DM SO E 50397.83 _oT 13499PE ELEV.=4939.18 PLAN 1" = 30' -DATUM-NAVO 68 PROFILE -COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION=4a03.86 HORIZ. 1" = 30' %�70NAL 111i1 -SUBTRACT 19.45 FEET FROM BENCHMARK pt OR/2 ELEVATION TO CONVERT TO COB DATUM. = -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COO'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. VERT. 1" 5' -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 9+00 5040 5040 LOW POINT ELEV-5019.98 LOW POINT STA-13+75.57 VI STA-13+81.71 LOY POINT M ELEV-5019.90 A.D.-1.313 LO M ST PYI ST 50.00'VC AA — O K 0 Lu + a 5 V) cD 0 5030 m S W 5030 = U) d am r . i M tta 1 a- LDLS�_'W Li a W Q _ W a -10 Z U7 z E: �. W +w gym m O aE z IL� w EX.GRADE O OL 5 Z Z tp Z _ [A Q Q ------ � �H m H 5020 _- --- FINCRm --- ------ 5020 ADE (� � v w¢ ——— LQ o F o Y w In m cl)00� 12 WATER MAIN p 0Lw Z oS a or O a U o C) � U Q 5010 Solo O m Q wwc 5 y CA.D. CMK 9 5000 5000 DATE: 4/14/06 REVISIONS: 4/18/06 7/10/06 11/24/08AB u 5S "CONFORMS CA �RDZ J APPROVED BY: TRIEI TS TIES- OVEMBE R�, 220 06 06 B $ QUALITY ASSURANCE: � m 4990 4990 SCJILE � r - S� EE T � FILE: BLACK � PROJECT NO.: � 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 8+00 SHEEL zo s a --__ IDEWALE(BY SIDEWALK(BY - - LOT OWNERS) + TO Tey I LOT OWNERS) EDGE OF EX. DISY�OSE / BRUSH o I o SAN SEWER Z m WIRE RIM=5019.76 111.. a I INV.OUT(N)-9.49 E-47819.65 LF NEW 36 ARCH R (26 •x43�i')CULVERT m e 12 n d0lS 7�! I W I i uv.Iu{swjH n os INV.Ol 15.18 IN 3 99298 SETBACK vN 13807 sF I 1t��= WETLANDS a R,-, �_ l a �( I I 3 ' 1 E 749.51 140166 sF 75760 sF PARK ��F 3o•.ao'•):.��sp °•pi —BLOCK $— �� SETBACK �. PARK J OFMEX. ARD19PME 14.AN, 16578 SF m -____- CK f j( - 8893 SF I. 4963 SF y FENCE 94.19' --_ __1s9.er ( ( rSil I Ils, R=1s y,�.- I 29485 SF ETBACK E A�1D15 ILL z L-23.56' 11 a.�a' Ss.t S' .05 50,34' -- ------------------- ha. C --- ---- --- ----- \. 63.05' 78.7, 78246 SIF 74.a 85JSF_ iI Bs'06"W z a9 20,99 prq m Z .. RO D ~ 6C;EjLLACKW00D: L=23.56' �N NEY I4'WP YA fR MNN — — W — _ 1) _ _ p ��. 42.43 - 816.38 NEW HYDRANT — TRACT 2 E 48266, 9 1 N $Ij JB'�6" w �r, _ _ him COS 2177 ARROW BOLT REMOVE&REPLACEJ/ E 4B8B244�2 0 d ELEV.=5023.58 EX.BARB WIRE W V FENCE NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO A A THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER.POWER.GAS.STORM. SEWER.TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT ONES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTIUTY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH. 2003.AND THE CITY OF 13OZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM No.1. -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -BENCHMARK#1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23.24.25&26 IN 34097.73 E 50 03.75 FARO HATCH GVIS SHOWN SURFACDMPROVEMENTS PWERE NEOTS `,��,,0`�,�y`-"'Y'/I/��� ELEV.=5023.28 COMPLEIEO UNDER THIS CONTRACT. T *� -BENCHMARK N2: WITNESS CORNER('MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13.14.23&24 i KURT D N 40219.41 SCALE ,A THDMSDN E 50397.83 p� 13499PE ELEV.=4939.18 PLAN 1" = 30' -DATUM-NAVD 88 PROFILE "CONFORMS TO CONSTRUCTION RECORDSto -COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION=4a03.86 �i7 111 -SUBTRACT 19.45 FEET FROM BENCHMARK#1 OR/2 ELEVATION TO CONVERT TO COB DATUM. VER . 1" = ' UTILITIES — OCTOBER, 2006 VERT. 1" = 5' — -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COO'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. STREETS NOVEMBER, 2006 -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 16+00 5040 5040 HIGH POINT El EV=5022.4B _ HIGH POINT S A=17406.11 —_ PM STA 17+00 PM ELEV 5022.53 V A.D._-1.33 46 _ O 50.0'VC7 O w w + V) N Q a 5030 + d + 5030 = In d a- Ln w w ¢ J O II II w II II O r O ¢ 00 > > 5 t�; 0'FINISHED (n-- __ q GRADE 040x -o 5 OZ ------- ------- _ 16------- - ------ - OHs; L"- - Z O � --------- -- - _ 5020 m Fzo ¢ w �IX.CRAOE Q IVWATER MAIN l lye -- — LQ O O E TTT!!! of Y w If) !n of e LLli 3..(O oa o D_ a U o x S U 5010 5010 O m � Q Ld q N C e CA.D. CMK 5000 5000 DATE: 4/14/06 REVISIONS: 7/10/06 IS 11/24/08AB ,1 a Z APPROVED BY: $ OU4JlY ASSURANCE: � m 4990 4990 SCALE: SEE SHEET FIE N qpNNQ o�N ENNO �8 m nsp R. mpi11 �11i11 N 9 �N N �` h � -o� p FILE o a& �N p BLACK-PRO u v n PROJECT NO.:BDz osD21.o2 N � � SHEEP z1 OF 99 j 24+00 23+00 22+00 21+00 20+00 19+00 18+00 17+00 16+00 s a 92 3 SE AC FUT.5' E ! D WIDE 79 5F EDGE OF IX. ` SIDEWALK(BY---.� 4 ` REMOVE&01 OSE BRUSH m ,. LOT OWNERS) B, 3 6' `25' S1 EW mD PARK F IX.6 WIRE _ '.�{I—r za; 10379 SF CE Tc. N 3503.23 xz.ea E-47819.65 ,cn zz.s G .s II ,fi E YIX4 3 49 -4 477 6 BLACKW 3o1x3o°� I� I !/ z_ A ROW BOLT WETLANDS SET E zz.ea z�a 1 `1 V= 25.92 roc 757 d us R=9. 54.0 50.A 14.31. SF _ I4' L=3m 5' z sa R=25 s eaaezz E L39 46' 00 11 iz— — — Txame�i,nYlu N `r —`�— -- —T 1 es•oe^w a+ao;!\ o —_ xw i x^oIp wA TEMP.DEAD ENO �•` -+f �:— BARRICADE WITH SAN SEWER MH 47 (3)9 BUTTON 82—t�t 'RIM-5023.21 71 LF NEW 42"ARCH DELINEATORS(SEE INV.OU7R=11.68 RCP(31 41a'x51 J9^EACHS N 4781835 7 4235 DETAIL FLIT.MOH.(S Y4 I CULVERT WITH FE TS E 47B1 B.3B CDR.,SECTION 23) JI T��' 2 INV.IN(S)=19.02 Z �+ N 34945.35 IK COS' 207 INV.OUT(N)=17.62 o d E 47556.41 Ir V fx VV 0 HATCHED AREA WITHIN STREET DENOTES SURFACE IMPROVEMENTS. OR — DENOTES "AS—BUILT" CONDITION IF NO HATCHING IS SHOWN,SURFACE IMPROVEMENTS WERE NOT ` ' COMPLETED UNDER THIS CONTRACT. X SCALE `xx KURT Y�. THDMSO PLAN 1" = 30' _013499PE PROFILE HORIZ. 1" = 30' ��O TONAL 11��Vp VERT. 1" = 5' 5040 5040 x — a 46 O a — p o m rc Lu r �v ,� NOTE: Cn CV o Q Q 5030 z u 5030 -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAIL In ABLE i0 = Q o K F THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, ~ SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REWIRES CONTRACTOR TO Z m II w d II N S CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONSLdLJ Q o a�' a i !�' a o_ -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, Z V Ld W Z Li~ n �` T d 2003.AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,20D4 AND ADDENDUM N..I. FINISHED O r O Q 00 _EUQ G IA GRADE -UNLESS OTHERWISE SPECIFIED,ALL CGNSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A �O_ ~ 0-O LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION Ln Q Z + p LAYOUT AND STAKING TECHNIQUES AS ARE REWIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Z Z N -BENCHMARK f1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23.24.25&26 5 a? _ _-- N 34897,73 Q Q J 2P.1 GRAVEL Fx rR _ — E 50303.75 m Z a 5020 TO EXISTING \\ / 5020 ELEV. =5D23.28 m _ 7 \\ / -BENCHMARK/2: WITNESS CORNER("MMCSSA'YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13.14,23&24 (n W D_ N LLI p \1 N 40219.41 p Q E 50387.83 Y W� p E ELEV. =4939.18 z -DATUM -NAVD 88 5;Z -COO BENCHMARK K1110(ARROW BOLT ON HYDRANT)ELEVATION=4803.815 W 12"WA R MAIN -SUBTRACT 19.45 FEET FROM BENCHMARK#1 OR#2 ELEVATION TO CONVERT TO C08 DATUM. ir Q 0 D -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CDB'a WATER SUPPLY SHALL BE OPERATED BY C08 PERSONNEL ONLY. U p Y 8 m -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. E- U 5Q1Q 5010 O m +F� W e � CA.D. CMK 7 5000 5000 DATE: 4/14/06 REVISIONS: 7/10/06 10/19/06AG � - 11/24/08A8 a € 3 $ z APPROVED BY: a OU4IIY ASSURANCE: IS 4990 4990 FM �$ qN �� "CONFORMS TO CONSTRUCTION RECORDS" FIB SEE SHEET �2 � „o r s "� VN "� UTILITIES — OCTOBER, 2006 BLACK-PRO j 27+00 26+00 25+00 24+00 STREETS — NOVEMBER, 2006 PROJECT NO.:Boz o5o21.02 SHEEP is OF 99 s a x~x� N/(A WNON x~X�x w olo o Z "',d W M� m wair = tl d O(O 61- NOW � 'aILASTLOOP wzo ogk�� �x� jm V mail 3 Z Z O pig v`d' �a 1 wx s gn x� oZS i� a Wf- Q Q 3:' G oa x�J �o� �_ V'E }}Nu vTB I 417.57' -F- z ii r m'°N O Y dN 161. is x� CC _ aV P I-�JJJ L'AS7-t0pR-013 SAN NNN WN� — S N IINRP amlRJ —FHB~ b 8 m '15�1 2M0 MH 59 T �'. Y h T. NEWzg Ct iiH BB' zN� N W c �■ In — 89.7' -- . 85.00 9500' i t .a.<z'sa•~�.__ 39Ii�`I 9341 4928' — p - 67.59' — — 3162 30.1p" c N^mx �R u nasz �Hn"'�x e4.3o' v'+ Em wl I ;Z W > •3 o d V _ _ MH SS NEW 6�R]S PYL 8AN FR NAIN C VNB 732 S91 N ovoR oohs 90 —ia e W a� 1 1 2 w N J 3 W<> I ' NEW OP WAIEA MAN 341Y14 5'L S I� (583 N0-LOT 30VA.9 —L.gAs)>nvm3cus 1T-- ---__———— . 301M,5'in-40 50.95' ----_91_.74' U 0 --- ---a 1+11 f N M� 11I L a� � r no ti � m NOTE: KURT W. -EXISTING UNDERGROUND INSTALLATIONS k PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO SCALE �,� THornso THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, PLAN _p 3499P SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO PROFILE 1" — 30 E ' 1'•,9 E G\� CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. HATCHED AREA WITHIN STREET DENOTES SURFACE IMPROVEMENTS. IF NO HATCHING IS SHOWN,SURFACE IMPROVEMENTS WERE NOT "AS-BUILT" �S�ONAL t11,` -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, COMPLETED UNDER THIS CONTRACT. OR — DENOTES CONDITION H OR I Z. 1" = 30' 2093.AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2DO4 AND ADDENDUM No.1. VERT. 1" = 5' -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A X LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 -BENCHMARK¢1: SECTIC IN CORNER(BEHAR)CDMM IN TO SECTIONS 23.24, 5&26 N 97.73 E 50 .75 ELEV.-5023.20 5030 -BENCHMARK#2: WITNESS CORNER C'MMCSSA'YE OW CAPPED REBAR)TO ECTION CORNER COMMON TO SECTIONS 13.14.23 24 5030 E 50397.8.3 ELEV.=4939.18 -DATUM=NAVD BB -COB BENCHMARK#1110 ARROW BOLT ON HYDRAN)ELEVATION-4903.86 46 -SUBTRACT 19.45 FEET FROM BENCHMARK#1 OR$ ELEVATION TO CONVERT TO COB DATUM. -ANY EXISTING OR NEW ALVES WHICH CONTROL TH COB'.WATER SUPPLY 9 IALL BE OPERATED BY COPERSONNEL ONLY. - -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 2 HOURS PRIOR TO EIEGINIhING ANY WORK. w Q a � 5020 5020 = In a N a- Z Lo u^ n _J O cs d� II II Z U Z Li~ pro Q 00 ic II II �w 1, Do of Z �� Saal 0 I o+ z m z 5010 + - 5010 m o m + S FINISH W IyJ N min > GRAD '4 —_ — — w W w ------ (n �o N w— n m E W II II II 1 1 —�EX.GRADE Y p (n E o p Lli I1 & o j ,W .d ��_ w oa 2�— ---- (� p H _ < 5000 5000 O a C O Q 8•WATER MAINLL.I g � rl e CA.D. CMK 9 4990 4990 DATE: 4/14/06 REVISIONS:11/24/08AB 1 "CONFORMS TO CONSTRUCTION RECORDS" APPROVED BY: TILI — OC R, 2 QUALITY ASSURANCE: _�j STREE S - NOV EMBER, 2006 �« � 4980 -- 4980 SCE: SEE SHEET n o a o qn FILE;Mai N a m qg LAST—PRO spao �s6No 12 �s a Ro 4n PROJECT NO.:Boz o5o21.02 j 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 SHELL 23 OF 99 s a ow \ F O > ivI-I • H vl 4 30".30") I N s� o —� M Im V in le owo V) V!N d DIP,f II < ` �� . . a4.3,• ,,.z, ------- ,",h_ LAST LOOP a N 40s601�` -LA3T R $ Z R--� DD WARP CROWN - I I 8 W U In % / Ott gE ,ae g� Q o- pp m MKn I z IO To- I O I O .89 � mN 16.15----10.42 ---___- 7- N C LLJ iiI�; �� SAN SEVER MH 56 / ___--_ —104.BE' h wl a -0 92t' - RIM=SDI4.34 .y 9S . �. / a� 9741' 49.28' INV. . J ai o�P V a of ¢ (•y.L} c r ee _ NEVI 1'S9R 35 PYC 8AN 8 R MAIN II L) 8 0090'00'E142�8' ¢400 y / / 9•y' `J N - O 'y 9 I� O M V NEW DIP WATIM MAIN y 2p71 zn^ G ,b, p Gpl I B 99 3 DMA 50.95' 91.74' �� a �SAA _ I VV r YU) zees PARK f = I r g40 I - 1 a d p>o i 335'c 00 rn 0 9 DD eo - m Sl ON VAAAC11� T A�Ni�i NOTE: KURT W. - -EXISTING UNDERGRO THE ENGINEER.THE UND INSTALLATIONS k PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO SCALE �,� THornsoN ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, PLAN 1" 30' = 1 99Eper 34P ` = SEVER,TELEPHONE Ac TELEVISION)MAY BE STRAIGHT LINES INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. NS. HATCH EO AREA WTHIN STREET DENOTES SURFACE IMPROVEMENTS. -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, COMPLETED UNDER THIS CONTRACT IMPROVEMENTB WERE NOT PROFILE �A,,,,,..!,�\t HORIZ. 1" = 30' 2093.AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM ND.1. VERT. 1" = 5' -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. 8+00 9+00 10+00 11+00 12+00 13+00 5030 - 5030 PVI ELEV 5014.6E —_ A.D.--0.57 — K- 7.4E 50.0 VC > 46 F No m 3 m a N �s W n m a N n a e II n n II II 1 1 II n II II Z Vi W II F j Q a W 5020 a "' m' > 0 5020 = U) I , + + +W +d N a- p Z w �j a bi EX.GRADE•q 30 r J + _ Z U)w Z L m - --'- - --`- + ---�-- JFINISHED Q d Z GRADE O Z � Z¢ a? ¢In 5010 B-WA MAIN 5010 `^< z J 07 (n P� Lu E W 00 o 9 W sz J oa BENCHMARK#1: 5ECTIOf CORNER(REBAR)COMMC4 TO SECTIONS 23.24,23 do 2E d V1 - IN34 7.73 U ¢ 9 -1E 503 3.75 D ELEV.-5023.2E H SOOO N 40 9.41 5000 Oo E 503 7.53 ELEV.=4939.1E t DATUM =NAVO 5E Lli COB BENCHMARK µ1110( ROW BOLT ON HYDRANT ELEVATION-4001W g SUBTRACT 19.45 FEET FROM BENCHMARK 1 OR 2 ELEVATION TO CONVERT TIC COB DATUM. .I ANY EXISTING OR NEW V VES WHICH CONTROL THE COW.WATER SUPPLY SH BE OPERATED BY COB PERSONNEL ONLY. THE CONTRACTOR SHALI NOTIFY THE WATER DEPA tTMENT A MINIMUM OF 24 HOURS PRIOR TO BEGINNI qG ANY WORK. Zn CMK DATE: 4/14/06 9 4990 4990 REVISIONS:11/24/08AB io APPROVED BY: QUALITY ASSURANCE: 'J N 4980 4980 SCALE: SEE SHEET f a a e �= "CONFORMS TO CONSTRUCTION RECORDS" FILE: LAST PRo .16 a 0 "0 UTILITIES — OCTOBER, 2006 PROJECTNO.:BDz 05G2,.D2 j 8+0o s+oo io+oo 11+00 12+oa 13+00 STREETS — NOVEMBER, 2006 SHEET 24 OF 99 s a 2 z w I y 93.02• � a l w e"o S•9 NlVM3DB 9(Sa3NM0 101 �[ O•sq• '`" ————————— — — 30VA,9 g AB)N10'M30FS 050.93'---- — -- 91.74' — V 301M,9'1(13 I I I U _j Z ED II i CL Us CL ` I' v l �f o`i to V) v+ w 4jl I a N I� M:o L g w ^ 6)a , G .0 D m 6 o of I Y f z *� zl I U I _ 9D.36' 26.11' 72.85' 30,00' r + 90.16' n Y 68' I 40.00' 23.41' `r 54, 91 m Q N I I I 26 23 5. _ s]'2]" R G.90' L=I I S.OE• — 4+OU n CL 4� — �5 j�� 5 012]]l•W �� 32.65• �i00 W 2 R Z I 69, 9' 31-94' 4614 S0:22' E s.]sr 88, Z w 11• 61• ��W Ins.1 5 r1• gg, W 73.00' �3j•w expo a o 0 f+ 63.77' 30.00, J^ ALLEY3 �r�oo�151�' — — o-'za35a�o5oo.ao ,.�os.65 1�}70 90,13 90.00• 23.20' a9.57 ~ rr.eJ• ° C J_ x 21 54 38.I3' Z 84.H1' G Jill mill 89.88' J �e2 V Li o� I 1 o � d 11 w VSI I LL d 0 '1 n boo m - a f 1> N IFl 0 OIN fU w �E_ _ Si the LL pI N n_ °�m ° S Z u`�-- - Vu_1©- -- _ _ c`1 In 49.15 =' _. -- -------- n ---- 30.79' m^W %%it T 4111_' NOTE 1 L 36.4 -DUSTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING To THE BEST INFORMATION AVAILABLE TO KURT THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERACE LINES(WATER,POWER,GAS,STORM, SCALE _ THOMSON �� SEWER.TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR IO INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO HATCHED AREA WITHIN STREET DENOTES ROV EN IMPROVEMENTS. p CALL ALL UTILITY COMPANIES BEFOREIXCAVATION FOR EXACT LOCATIONS. IF NO HATCHING IS SHOWN,SURFACE IMPROVEMENTS WERE NOT PLAN 1" = 30 13499PE � COMPLETED UNDER THIS CONTRACT. -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 57H EDITION,MARCH, PROFILE ��SS"+�....•"C1`AS 20D3.AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS.DATED MARCH.2004 AND ADDENDUM Na 1. HORIZ. 1" = 30' -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A VERT, 1" = 5' LAND SURVEYOR LICENSED IN THE STATE OF MDNTA14A AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -BENCHMARK#1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23,24,25&26 N 503 177 E 5 - ELEV.-5023.28 -BENCHMARK K2: WITNESS CORNER(•MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14.23&24 OR — DENOTES "A S—BUILT" CONDITION N 40219.41 E 50397.63 ELEV.-4939.18 -DATUM=NAVO 80 -COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION-4903.86 -SUBTRACT 19.45 FEET FROM BENCHMARK J1 OR¢2 ELEVATION TO CONVERT TO COB DATUM. -ANY DUSTING OR NEW VALVES WHICH CONTROL THE COS's WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 46 5030 5030 Lu Ir V) W 0 = 3U) + Do W w¢ W W Q J Z n] z WUT 5020 5020 O a 0 (n D z ~ �r c a 0 a Z ZO r z -J 0+ — ao a +GI m W H Q W W H nc� �� - �Of N WLn r tin 3 n o m a N II II N p E V7 ri Doom+ a a II O> U)� 5010 a > "S" "J WE II II FI ISHED 7 5O1 O w S Z } i EN I II y m II F I ; w N d MADE N a J I W o m j N W LL W U a W + _ 0 C -` - IX.GRAD ®FL O ——— o L LI`I 5000 5000 g 7 c�.D. CMK DATE 4/14/06 REVISIONS:11/24/08AB E 4990 „ ,4990 APPROVED BY: CONFOR S TO CO STRUCTIO RECORDS DUAuiY ASSURANCE: U ILITIES — CTOBER, 006 STREETS — OVEMBER, 2006 SCALE: SEE SHEET a n 5 Nm na .�� :a os na �o a a do -m r "N M��'- ALLEY3�R0 516 Rg 8§ Ro A �+ R R� o RN �S E�LE; PROJECT NO.:eoz oso gay.¢ 0 j 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 SHEEE 25 OF 99 s a LL > 9 Do 10 � V 0 23.4T' a 2044 SF \\ \ a 54.79' I c'S s 68,9, 1 8 o „z,'3,• 2 —BLr ACK 7— SETBACK C n3.1 1 z 24963 sF 02'49'S1'W 1M0 r ALLEY 3 W m 27.80' 19.45' W 104.60' I w C.) m I r 1n15 o of n a � ^ 111 k I ar d 4 in Ely-o bis o R 1 ) �rl h� I 1 110.21, N I I 7968 SF ) A 1 I 13037 SF I I r SAN SEWER MH 51 I f of Qy I O PARKWAY u RIM=5015.70 NEW HYDRANT € GGG INV.IN(S)-5.20 �� N 35242.18 ! `�I z21B, INV.OUT(NE)=5.00 E 48341.51 I H ��I q' wri Q—i .] n ` ARROW BOLT I 1 V.5018.8a ( _ 3.10' Tj 70 00' ( 1 0 ---- --—— -- — 7200_ SCALEKURT W. :� THDMSO PLAN 1" = 30' _oT13499PE I=, PROFILE FANOHHA CH GyISHSHOWNESURFACETMPR06£MENTSPWERE NOTE HORIZ. 1" = 30' COMPLETED UNDER THIS CONIRACi. VERT. 1" = 5' 5030 5030 46 a 8 V n_ n naN u�j Q < U) o z II II II II I W w W NOTE- - UJ Q J O 5020 ; w 5020 Z � z LL -E%ISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO O Q p II II THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER.GAS,STORM, �_ Coo O II II FINISHED SEWER.TELEPHONE&TELEVISIDN)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO /� Q EL Z EL O [L+ m j GRpDE� CALL ALL UTIUTY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS V/ — m Go —ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MDNTANA PUBUC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, 5 Q Z ME 4 o n m+ — 2003,AN0 THE CITY DF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM No.1. Q J)Q Z J Q -UNLESS THE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A ~ py E% GRADE®fL LAND SURVEYOR LICENSED IN THE STATE OF MDNTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION m W ,n _ — LAYOUT AND STAKING TECHNIQUES AS ARE REWIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. m W w w r7 -' — -BENCHMARK$1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23.24.25&28 N LLO NO w� N 34897.73 E 5010 5010 E 50303.75 Y w n m !n w ELEV.=5023.28 Ld 0 p J S z J —BENCHMARK$2: WITNESS CORNER(*MMCSSA*YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13.14.23&24 w o a Q N 40219,41 ir E 50397.83 D_ ELEV.=4939.18 U D S —DATUM—NAVD 88 ~ —COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION=4903.86 C —SUBTRACT 19.45 FEET FROM BENCHMARK 01 OR y2 ELEVATION TO CONVERT TO COB DATUM. O —ANY EXISTING OR NEW VALVES WHICH CONTROL THE CDB'e WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. C) A 5000 5000 —THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24—HOURS PRIOR TO BEGINNING ANY WORK. LLI..I c 6 1 CA.D. CMK DATE: 4/14/06 REVISIONS: 4990 4990 s APPROVED BY. OU4JTY ASSURANCE: a tiM a ae ,`ay „ „ S(,AEE'. SEE SHEET CONFORMS TO CONSTRUCTION RECORDS EIEE; ALLEY3PR0 a+oa s+oo 1o+oa UTILITIES — OCTOBER, 2006 PROJECTNO:eDz D5D2,.02 STREETS — NOVEMBER, 2006 SHEET 26 off 99 3 s a II rt I IU II UI 0OI( II a�7 I 3t' 6• 25' f III I I I zl s I II —B L 1 O— I I I 11 �- TC m- I + (, II I III Id I I mh III 17°s 14a3 n.ps II DIII I II I FrI f ��� UI <Il 12 �I I I o e 9000 SF { BARRICADE R-ts'l 003 8F 16 ` III I — -- g • —�(3—)9 BDUETON„9 ----------- — II c DELINEATOR$(SEEso —`— ——— ---- TAIL O Eu= I BLIC ,N ACII ' JrI W 1Y' —W— —W— —W—�W� —W W B�SWkmrNfiN� IN) �M L=9,42�� W w N g5 6'4B AINYfi.Otl .. R 35 PVC SPIV SE11[R MAlll NN 711 — — �� � _ ,4f1G 161.p2' -- ——— ---�I- ———— ---` —�-- SAN SEWER MH 62 — _--�-- —_—_--_ pr C I RIM=Xxxx_XX SAN SEWER MH 71 ,j 14 RIM=Xxxx xx kk I r u SF INV IN(E)=%x.X% J' I I >..,r: ! XIG/Yl L=23.64' I ic- 9000 SF I INv.our N-xx.x INV.IN(S)=xx.xx I I " I w m rn I 3i 1 dR o, (''��/ I 15 I 16 INV. DUT(WJ=xX.xX 1 g I I "E'j ((����\\�� . NEW HYDRANT &� SA 5D19.0 MH DICK K 1 1—1 / I 10349 SF I w 1 1 o a i Q i ' E 47830.88 I =3, RIM IN(S)-2 97 F ARROW BOLT I I =9.42' INV,INUS)NI�.36 ELEV.=5021.35 II I I p( )r8.1 e I (30"x30•) R 1 III I I r I I i I 12001 SF ��� I I 11 I II y II>_ 6' 31' I c w w I I III--------- ----------------�I I c= 1 1 V V ! I f NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENI SEWER,GTELINEPHONE&NTELEVSIO THE EGINEER N)MAY NOT BS NO GUARANTEE RAIGHT LINESR RYASFSUCH INFORMATION. SERICE LIES(WATER,PWER.GAS.SR . INDICATED ON THE PLANS.VSTTATENLAW REQUIRESO CONTRA TORTOTOM O tttt,,0`,✓�'�""�'/I/,�� CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. T *� -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, ((i KURT W. 2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM N.1. 2,A TH OM SONS =p 13499PE WC -UNLSS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF ALAND SURVEYOR LICENSED IN THE STATE OF MONTANA TECHNIQUES AS ARE REQUIRED AND BY A SPECIFICTTYPPEI OF WORK BEING AN EXPERIENCED IN CONSTRUCTION PERFORMED. ���70+NAIL I�I(�iI -BENCHMARK#1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23.24,25&26 N 34897.73 E 50303.75 SCALE ELEV.=5023.28 PLAN 1" = 30' -BENCHMARK#2: WITNESS CORNER("NMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14.23&24 PROFILE IN 40219.4 E 50397.83 HORIZ. 1" = 30' ELEV.=4939.18 VERT. 1" = 5' -DATUM-NAVD 88 -COB BENCHMARK/1110 ARROW BOLT ON HYDRANT)ELEVATION=4903.B6 -SUBTRACT ID.45 FEET F OM BENCHMARK#1 OR#2 ELEVATION TO CONVERT TO COB DATUM. -ANY EXISTING R NEW VALVES WHICH CONTROL THE COB'°WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR ID BEGINNING ANY WORK. 3+00 2+00 1+00 0+00 46 HIGH POINT Ei EV=5019.80 HIGH POINTS rA=2+18.73 PVI STA 2+00 __ OR — DENOTES "AS—BUILT" CONDITION = = PA ELEV 5019.97 A.O. -1.61 _ g x IJ..ILu Q 5030 K- 1� 5030 Q a + € 100.0'Vc ON m N n )m � N N; K p 0 - W W Q J U) �,16M �� Z3 4 m €� = Z �7 Z L� II II II II [i''R I�I�jl II II U II r+II In O of F- �O g m 1OM> II >�z� II, wn c� F_ p �o +d cW FUT. 'h aw aw hod III 5 FL TRADE Z Z+ 5020 _ - - I rr 1 1 o J+ E w� ob to Do 5020 m E o a o -- ------- "` d vr~— ------- ---- r\ _ _ 1 x - LJ w w `EX. AOE®� ---- 211 GRAVEL — — — LQ N w Fn� o �w E TAPER BACK `1 W U) U)Z E TO EXISTING CL DE w S Z a bi D_Q = a U LIJ 5010 5010 0 8'WATER MAI O C 12,SAN SEWER O Q Lc.Id 9 5000 aN" 5000 CMKDATE: 4/14/oe 8 7 REVISIONS: 7/10/06 =� 11/24/08AB+a APPROVED BY: OU4ITY ASSURANCE: 4990 4990 oa an n nn na om qm °f °f S�; SEE SHEET " e _ CONFORMS TO CONSTRUCTION RECORDS "$ "Id "9 R4 $ "S R$ "$ FILE: MEAH—PRO UTILITIES — OCTOBER, 2006 PROJECT NO.: 05021.02 3+00 2+00 1+00 0+00 STREETS — NOVEMBER, 2006 j SHEET 27 OF 99 s a riL----------------- i f i f I I I II I 'I I I � III Ij I YI I I 'I TOP WATERFLEVELD +--3.50 5 ! it + ! '" -'--`--'---- ------I I II c (A IY it BOTTOM OF POND=2.00 REQUIRED STORAGE STORA CF - " lC I/ =3994 C SHO f If 16 I i III II I II =III III V -4380 C ETENTIO !f 6984 SF---- OF I I „! (4:1 SI GPM SEE ' d I ! I f I 15 I I II ' III Z DErAI POND 7 ! I� "I I ! W m h 7115 SF SM70 IS i - I I II TEMP.DEAD - n a HIU (30-.30-) BARRICADE /1 BLOCK 15- I f III 739138 SI (3)9 BUTON \en NEW 10'A-DW we RIM- I i1 ■ DELINEATORS SEE �, II I I s"1 .F""" 5007.50 I - LANCE_ DETAIL) ( f + 11 1 I Iy' 1 li 18'FLARED -25.04 - - ------I I' - J- =_ I J C INV. .2 1 _ END SE[ ON W)=4.2 -:: y EA- � -- `--- _ _�_�T '- � -��.... .� m 4L_.,��L -_--_-- �N 972.'Ol 0 7.17 NICE DRIVE _ ___ - _I Imo- - -4----------1-( i ` �k._L� ---- h Yp■ INV.=2.00 .C.I e. w L J - - �---__ � of \� ■� 26 LF 12-STORM M4 N fll�`wA ' GRAIN®O.SE .Su -W- m 7J 12 ?ate OS b Mo ACE P4 LF -W� CRC U J.m » - T 59r - - HATCHED AREA WITHIN STREET DENOTES SURF IMPROVEMENTS. � A9Y8 0. '"` I OR 5E ■IF NO HATCHING IS SHOWN,SURFACE IMPROVEMENTS WERE NOT--- �- -- --� ---- --- COMPLETED UNDER THIS CONTRACT. STA.10+70.91= .... m-i -- ----�-� ------ - - ®s[SORM DRAIN ---- - - - »_. INLE -T -T U3(TYPE II r STA.0+28.55 TC=5008.1 STORM DRAIN RIM-0 INLET U2(TYE II}Ir BLOC NV.OUT(N 6 R-15 TC=5008.07 7345 SF I I ICI F --_-- - I II III I II W V d \ P4 ��S L_ g'RIM-7.57 f I i I ! i DRAIN O D.5 ri INV.OUT(NE)=4.57 I ! + I a o STA.10+84.70 I If i I I l i - STORM DRAI I I ! ( 205J LET U7(TYPE ) ! NEW HYDRANT I i 1 I I 76 SIF TC=5008. I N 35666.87 171M=7.1 i t E 49D35.40 f l ! i I� I If I I I I I A w INV.0 T I ifARROW BOLT ! ! I III I II II III V v (NW)= 7 9 ELEV.-XXXIGXX � J !! i f #I I it I YI I II III } if I I I II II III _ fi !ii 7 !i f I II I III I II II I II 1 i1+ 6761 F NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTIUTIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, KURT W. SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS,STATE LAW REQUIRES CONTRACTOR TO �,� THDMSO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. �p 13499PE 1V� -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, F` GLtijy� i= 2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM No.1. SCALE -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A PLAN 1" = 30' '4,DA1AL t1t`tt LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. PROFILE -BENCHMARK#I: SECTION CORNER(REBAR)COMMON TO SECTIONS 23.24.25&26 HORIZ. 1" = 30' N 34097.73 E 50303.75 VERT. 1" = 5' ELEY.=5023.28 -BENCHMARK,y2: WITNESS CORNER('MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14,23&24 N 40219.41 E 50397.83 ELEV.-4939.18 -DATUM=NAVD 88 -COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION=4903,86 -SUBTRACT 19.45 FEET FROM BENCHMARK/1 OR#2 ELEVATION TO CONVERT TO COB DATUM. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK, 46 HIGH POINT EV=5010.29 OR - DENOTES "AS-BUILT" CONDITION HICH POINT STA=3+01.41 \/ PVI STA=3+00 /7�[` - PM ELEV 5010.56 Lu 0 Ad PM _-2'15 O 5020 V K= 6.5a F 5020 Q < �i m a tl a� rcN n To �o Il,n �z Q < o a = N U Up e�ip �p n W a s a n a n d a a ncd J~ (n Z V)7 Z WO p r0 Q 0of r'o�o Wn aY1 w,TS ri a�,7i a`y �'y a riu n'y In QD_ Z [O �� II II II II 1 1 1 1�1 II Nei' N W De7W n n Z ME Z+ 5 Z ofdww wzw FUT.CL d Q J)< Z J O 5010 + o o w 13.. w o o� -Iw - _FGRADE - 5010 m o Q 0- w w Cr) FINISHED ---- N p N W Lv 2Q:1 p of�+ TAPER BACGRAVE KL EX.-- GRADE■ ILLJ S Z O TO EXISTINGLli INV IN(SE)=4.47 0 Q W INV.IN(SW)-4.49 IY D_ U $ INV IN(SE)=4.59 U D- Z 4 0 Q 5000 5000 ~ J O V WATER MAIN I) 1 a Q 0 1cc1I som II G ox � 4990 0 � 4990 CMK s DATE: 4/14/06 REVISIONS:11/24/08AB APPROVED BY: QUALITY ASSURANCE: a 4980 4980 8 S a " m 11 fl SChLE: SEE SHEET os a ffio a ns CONFORMS TO CONSTRUCTION RECORDS EILE; LANCE-PRO UTILITIES - OCTOBER, 2006 PROJECT NO.:BDz o5o21.02 j 0+00 1+00 2+00 3+00 STREETS - NOVEMBER, 2006 SHEET 28 OF 99 s a frr----- ------------- --I ! I L _ III n l f 1 !i 10 f I ---- ------ ----------II YI (f III 5539 SF II II rt I 1„ I ! W b 11 fl! 00 v \ I o f w wr I l f II I Illc: 1 V �' y Rt-tmw 1 fD 11 sD, I I 11= I I m fvl' _ BREE Z i 1: x L i t EWHYDRANT 0 I I T I 1,I — LO 22- II I IIIN I I _ ` N 35286.79 LL I ! K - I ! 9 11 III E 48961 89 _ 1 c Oo L 25.05' I rl ARROW BOLT I ! i I I I p � m i1 9241 SF — L— -------- ———— — ——— _ — rvr&e_WAme w IN —-- — m l 6 0 D 5�.eD EAlE3 IN Oe'Sa'De"E�'�n W—I _11' —W— —y` —W— — —W— — �W— W _ _ a 96 WARP CRD_ m�J'—— — — —�*I� —5 66`Abe'E J� 190.1B — �—W W m O Rn- EjRF� - e-' =HATCHING WITHIN STREET DENOTES SURFACE IMPROVEMENTS. )PARK R=15' a i s0ra OWN,SURFACE IMPROVEMENTS WENE NOT40209 $ _ L 23.56' �� ;=_—— — S CONTRACT. ... ■ ------ TEMP.0 AO ENO '— �— 1� II (3)�RRIC. EWITH wTNnl 10 _ -9 T —_ 8 --= i 7 7 c T I I DETAIL)ToasN(SEE 8400 SF i �8400 SF 8400 SIF i 8400 SF 1 h I J 1° 9002 sF I -BLOC 23- I I i i I i i � e AA I� I NOTE -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO O THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO II p CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. AQ,{10 Ty T q N��G -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS STH EDITION,MARCH, 2003•AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM No.1. *ii KURT -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A t� THOMSON ` LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION _O 13499PE j4,C LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. r ( •_� -BENCHMARK!1: SIN 34897.ECTION (REBAR)COMMON TO SECTIONS 23,24.25&26 SCALE E 503037s PLAN 1" = 30' ELEV.=5023.28 PROFILE -BENCHMARK f2. WI'NE GS CORNER("MMCSW YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13.14,23&24 HORIZ. 1" = 30' E 50397.83 VER T. 1" = 5' ELEV.=4939.18 -DATUM-NAVD 88 -COB BENCHMARK 01110(ARROW BOLT ON HYDRANT)ELEVATION=4903,80 -SUBTRACT 19.45 FEET FROM BENCHMARK#1 OR#2 ELEVATION TO CONVERT TO COB DATUM. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. HIGH POINT ELEV p� PVI STA- PM ELEV A.D.-- _ K- 58 w D_' 5030 1oa.o' 5030 Q a F o rF IZ O z T, ui J~ - - IN M a Z En> Z W N D:a a ao IN W cam D-5 Qa Z 0- a n II O O O ZZ r2' Z Q+ 5020 m w 5020 `� EL BE _ m H 0 Q o +i.+ +wt� GRADE +r>' — — — m Lu UJ W ~LLI H + — 1 129: ul /— — m 0 NOLLJ —,-- In O, W =------ - - Y o V) Tn a B INISHED EX.GRADE 0 E.LI S Z J GRADE 8 U s BE. Ed W 0_ = 5010 8'V ATER MAIN 5010 o m S O y_ i Q G Ld qP Li 5000 5000 CAR CMK DATE: 4/14/06 REVISIONS:11/24/08AB ,1 E APPROVED BY: QUALITY ASSURANCE: 4990 4990 "CONFORMS TO CONSTRUCTION RECORDS" SCALF: SEE SHEET �� mD — FILE: BREE�RO UTILITIES OCTOBER, 2006 j 0+00 1+00 2+00 3+00 STREETS - NOVEMBER, 2006 PROJECT NO.:Boz os02t.o2 SHEET 29 OF 99 s a a AB }f1VM301S x w L�� 30N1 S'1f1! As 1ao.d z `' b " ` , c gm�y^Ir ma V) I _ Ilz N ,O1 /� n n n {LLA Y d0 '�` ^ II I �i Ln x f z N Q rr S Wa-I f I $� = mNl Y A 2 ^ x Z oy=^W� fm U � ^ _ � a �v ZS N® ilk dII� �o. 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SERVICE LINES(WATER,POWER,GAS,STORM, -BENCHMARK r112: WITNESS CORNER("MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13.14.23&24 PLAN 1" 301 E p 34P � SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO N 40219.41 = -.�, 1 99 CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. EL503974939.18 >> f2 PROFILE -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION.MARCH, OR — DENOTES AS—BUILT CONDITION HORZ. 1" = 3OI OVAL tl 2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2DO4 AND ADDENDUM No.1. -DATUM=NAVD 88 -COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION-4903.06 � VERT. 1" = 5' -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A -SUBTRACT 19.45 FEET FROM BENCHMARK{I1 OR#2 ELEVATION TO CONVERT TO COB DATUM. LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COBS WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 010 0 00 1 00 2 00 3 00 4 00 5 an 6 00 7 00 a 00 5010 Z CO pp 00 °° B$ n a v m 46 a II < a II II 000 ° jIt 5000 — o N wldm d + Do W o n $ � Q K m E e II I Y = J U) C1 a z !min �m bmN W G d 1'S a �Z 00 r F r ¢ d W. II m d S ? W ~ a n B mm 'a II II II II II a r Q p m m �e a U�U dpap 90 as d$a a t - Ww IL In N m� R aY c2m N ' ml II �� W --` J Q Q Z+ #P ; O 990 w n d m t _ 4990 c� a ZO Z � � w a t3' 1 S z mo = H ry 3: ory z N + Z - I�,�i v� _ + z s�•, m w II II S a u GRADE a Q Z Q In H �a Ha FT Wa II II m �.� Of 1n NISHED m o II n� `w m �C] Q LJ pp t] ¢ II y m II II II II II 1• W LiJ o �n H Cj n �� �� X.GRADE O� pf Ir N }Z i II II> 5�5 w amadW m W nd v�iw + x - ram` ` N E- m �� N + - 21-STORM DRAM ®002t4 ft/fL Y 4J Q H a +w o I.I sAN•`� W 5 z z 3 980 I o 12-WATER MAIN 980 W Z�e9 T. OA t. __, -----� 380 V.F.t2 � O Q Q y or !n t` U N s Ex. 7 o � GRADE H 10:1 GRAVEL TAPER EX.20:1 GRA L 325 4. Q O ACK TO EXISTING INV.IN(SE)=7.B1 TAPER BACK INV.IN(SW)-7.47 TO EXISTING W Q 970 0.0336 n 4970 m- I€]� EX.12 WATER MAIN 35 PVC J J mm II I, t 95 L.F.t2' 6 N < CMK n S INV.=4986.70 i na �¢zz DATE: 4/14/06 al qM REV3$/1J5/07 A1B/06 wham 33 3 OI m �r ¢Q om mNRZZ m m APPROVED BY: _a Na ry z z z B W wIIwI "CONFORMS TO CONSTRUCTION RECORDS" auauiY�ssuR�NCE: LJTILITIES — OCTOBER, 2006 — — -- _ REETS — NOVEMBER, 2006 SXL' SEE SHEET y qn o s g Rpm .Rm qaN Re rn m .1,umi nm qg'n M -PRO-SS jai Sa c� FILE: 27THBOZ +< 9 & PROJECT NO.: - j SHEEE 30 OF 9 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 e 9 a x aI N P a oJmW -. C ff I8"mLL_ ry m wo��Sa 3ad1. o 1ia3,.eioa--�� av,-- 4 @ar Ww �m fm-r�ll oe mah�o V`oe h z b� 'A-2.o PVL ST(WM DRPIN MnM ..'�,�" g SOU IFI 27 IH AVENUE j�`O J Np P r- + `m rq W 1378.p8' - �A' --< ! sYN SEVER N oo -Iao K w � _�� a i way s.00 � Z c� ■ -n a eEw,r,ola wnTm ¢ii K� s ,z soR r� s�ce Nark . � W 1�a ^ux � amm � rc�I NEW rL MON.(CEN.S77 S�, �l — \ 1/ \ NeTH CDR., Em NE 36276ION?84 = d 6nK �vf Ey.., K^ 'zw F; -- '`rL __ }yJ{ a m m r dI � Q_ Q � 3FWW �^' mNm KIII— — --- ? i �oII 1il 1 I„ II¢g a�-m I I — �` aW 3�` 9 Wz III I f III " II nz2=o y -- \ \ ,i S tl z i#o� I � II I N 7 oFsa a �� 0 o za -m rota III MITI II ��^ o �� '� m iz v, d >o d � �z= o � "� II III �' IYRIY i m = I O � I x g III Yf f lollll I m m I j j I -BENCHMARK#H SECTION CIpR NER(REBAR)COMMON SECTIONS 23,24,25&26fI II III �YII +- m RIl lf iYY I� lIl IN 7E 50303.$ = f! � STZ O7TP Hrc v ND ELEV-EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO -BENCHMARK p2� WITNESS CORNER("MMCSSA"YELLOW CAPPED REBAR)i0 SECTION CORNER COMMON TO SECTIONS 13,14,23&24 ° KURT W. ' SCALE THOMSON '� THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES WA POW GAS,STORM, N 40219.41 ( �' ON E 50397,83 �-'-�-�--��-� PLAN 1" = 30' _b 13499PE � CA ALL UTILITY COMPANIES EISIO�NFORE EXCAVATION MAY NOT BE STRAIGHT F FOR HE%ACT LOCATIONS.AS PROFILE ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO ELEV.-4939.16 PROFILE '�S'•, ..-'G\� -DATUM=NAVD 86 le Ie ��O7VAL�4jtlt, -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, -COB BENCHMARK/1110(ARROW BOLT ON HYDRANT)ELEVATION=4903.B6 OR — DEN 0 TE S A S—BUILT C 0 N D T 0 N H OR I Z. 1" = 30' 2003,AND THE CITY OF BOZEMAN STANDARD MODIFICAT10N5,DATED MARCH,2004 AND ADDENDUM No.1. -SUBTRACT 19.45 FEET FROM BENCHMARK#1 OR#2 ELEVATION TO CONVERT TO COB DATUM. � VERT, 1" = 5' -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'6 WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 5020 00 00 00 00 020 o a r r + a a II II II m J U ❑ Q d N z 2 m 4 W N w 0 —v 3 0 �g Be o II " 2 s S S s �V z_ u s a o a 5010 w � � wm `5010 F o_ 2 m u m v, m m r n o as coo II > 1 1 1 1 a II II m ,3Ia +w m a c O F '. w s J A W d d '� _ Lu Cp $ z{ w aim sr Qe'M� 2 _ In J(~/7 n a m II a 1 1 mm W m H Il W Z W r� g a g m mY II P F n II< R P •3 t — — LLJ Q O 5000 p 1 , 1 1 a 1 1 5 s s m i NISHED J — ^` Z j Z W p Jz` a GRADE 5CJOO Ofib \ — O a, O Q 00 c d 1.5 7 5 Q z 4 t — v1 a � J' z �cn EX.GRADE®� 12"WATER MAIN m ~ Q Lv W q.0 x/0 o w W m. W P�� N }Z i r SNN. II Et N O 0 W 4990 2+�L, 59 a 1^ 4990 W o a ¢_ g y <g� N N D p f__ U 0 - m H x a z z �o U) D 0 4980 0214 ft/ of �II Fig �o + �Ro O SAN.SEWER @ R Q! 'II; m n� m I1J nnsRi 16+00 m- m e � 2�m g Ill � g Ill 9 .I a ' w ' DATE: cMK g 4/14/O6 1>I w Ys1 W REVISIONS: 7/10/06 y � mll_ � 10/19/06A8 j! a+szz m 2 ^P m m m 3/15/07 AB m Nm 4970 z o,l llaZ . z z .I "CONFORMS „ APPROVED BY: G ;It ,��= w n II CONFORMS TO CONSTRUCTION RECORDS DUAuiYASSURANCE: Id r <" + + + UTILITIES — OCTOBER, 2006 $ H m+F2 22 r+i M a d STREETS — NOVEMBER, 2006 ro$ emF, gg".3 qqn - q"+; SCALE: SEE SHEET 9 Yr 9 &a &,go go 8 �� 14o go 3R0_SS FILE; 27TH PROJECT NO.:Boz-05021.0 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 j SHEEL 31 OF 99 s a 0) Nj I I f o Y sH 1 3Fwa }aa a d, H M 6 zw p ^ wm^ 'AI p� >' m 3 mZ - � m�� ❑�" —BLOCK 9— sF�� �j w 'os°on z� -m bNv -pal 3�"� I m,i Z4ynm n LIE N ' --_ --__ z ems °J a _ Ia pia �z i _ —————————— --- 168.4 N — N m in NEw 12 51- W kQSOUTH 27TH A ENU AI �" x - s°R 3s cvc s R MAIN - ;� m 2 44 W jV SOR 35 PVC SPN SEMER MAIN ANAg NEVf 12 DIP WATER MAIN �� '�',� � KI Q ba c n 1 ------- - --4-------- _ _ -- --- --- - ---- ---- ----_-_---- `o Loo a f- �'`�$�❑N^ um LL I}s I o�< II krill 5 I e - --=-T=--_- _ YU nag❑ I I i-I n$ r I Ilo I IiI m N oinIlfa>��"�`m3m^nc�i mg n cnrn HE IF o m In Q a aOIIjs in I IIIII 1 a 1z IllI k I III iircQxm��9lM r m GO � rnN Ia z11 NI Ioh II aO � C. W' -w'j mg. _� ai IJ I a V V 07 o I I 0 jz I O I nawo�ll II + 4I II= m I I s z II I II 5II " 27TH "E O I I I Rm a II I II all I j I STOP ' I I I i fl III _I_I I 9 JI_� 14 1I�II �.��I / I I I I (spaNho iois�l?-I 31A! ' 9 s'fsNanwn i•� NOTE: ' M= KURT W. = -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO SCALE �,� THornsoN THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, PLAN 1" = 30' =0 13499PE CALL ALL LEPI'LI'TY COMPANIES EVIISIOON)MAY EXCAVATION NOT BI STRAIGHT LINES LOCA AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO PROFILE OR — DENOTES "AS—BUILT" CONDITION =s,o�A -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, HORIZ. 1" = 30' ���� +II 2093.AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM N..1. x VERT. : 1" = 5' -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. 5040 O40 -ENCHMARK#1: SECTION CORNER(REBAR)COMM TO SECTIONS 23.24.25&26 N 3489.73 E 503 75 ELEV. 5023.28 -ENCHMARK g2: WITNESS.CORNER("MMCSSA"YELLOW CAPPED REBAR)TO SE ION CORNER COMMON T SECTIONS 13. 14.23& 4 E 503 83 ¢ ¢ ELEV. 4939.18 i1 F -ATUM-NAVD 88 g _ OB BENCHMARK/1110(ARROW BOLT ON HYDRANT)ELEVATION=4903.86 m -UBTRACT 19.45 FEET FROM BENCHMARK$1 OR g2 LEVATION TO CONVERT T COB DATUM. a 5030 -ANY EXISTING ORNEW VAL YES WHICH CONTROL THE COB.WATER SUPPLY SH BE OPERATED BY COB SONNEL ONLY. a 5030 O E] so s — O -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-iDURS PRIOR TO BEGINNIN rc NY WORK. ❑ m u B m s ❑ z — + N m ~ z �' Um z ra aS mR', n 1� W cV UU _ ag Cn r 3J < II II ds ao 1 ' II NI �i m ' Q Q Q NUJ s F > II II II c+l r m i II h w W p o mr S N� N� n + 4' rc� a- �~ LL iz v m �i a +w +d i iy� Win' n Z 00 NtY 7R _ 'r, of H w a f m II + w w Q 0- 00 5020 N m m ", ' +w 9 5020 2 o a zl o o a o II In < 1 I w w r�NCR OE N w - -- - (n a z0 c° W _ + r a ' z 9 N". G+ '� a a a d - -- V- G_Q EL I Q w Z in �& m01 al ILI _ /— _ EX.GRADE®� (n D= (\J r Z s s s s s 6 d, s / 0 rn o 5010 "+�d R L5010 W 00 � sz z LLJ O a Q= s _ U) _ SOR PVC 5AN EWER 61 O.Olst EL/It U N 0 v0i 5000 W£R®0.0174 1L/ft Q ypR 35 P sm, s000 cLcLJ 311 L .12" r W. m W W. 1w i u �mz W > c o> > > ¢ z °II-a P S IW�I II1Jt II o IJ tarlN»> h — W W CMK DATE: 4/14/06 9 � g H~ z REVISIONS: 7/10/06 10/19/06AB m� ¢ 3/15/07 AB w 1e ii 4990 am ml m W z mm i z 4990 APPROVED BY: Ex . '"CONFORMS TO CONSTRUC ON RECO DS" m N OU4ITY ASSURANCE: + s UTILITIES — OCTOBE , 2006 2ii O N EM °i °' ' m ain ❑ e o '+ .� .N .� o a m m .°' io SEE SHEET 8$ 'n � Sc dN �ri =d svi sm s� m mod m w a a"'• SEE' $ 0 0 o n R S �� nM'a1 .S �.o o `¢o' R`4a' �o FIFE: 27TH-PRO-SS PROJECT NO.:BOZ-D5021.0 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 SHET 32 OF 99 3 s a LLI m ? U - Tn~ N a CC _ U 1� 1 N nrf j I{II a - s» __186.41' - - --- - a 00 1R"9R]5 PVC SAN SEVER MAIN r ¢'J - �2 P 5;0�'2744 W 25+00 WARP tl20NN a 26a p" om q -AVENUEEm ►�js?p NNna i I+ .Sfr IIIIl _I —_ _-------te -r--_-_--_=—'--- ---`—_--_-__--_--_-�_-�-_---'-_-`-_--=--_- $gm2LL ll1M 1" 17 N g II .. "'JyW I LLNti -w W WEd F_rm I II I 1 27TH Mc; II I I I I m } , II sroa�? f m I SII II W OR — DENOTES "AS—BUILT" CONDITION II �F�.I I III III X —� I-.�-.o•i I i i� / II I II I I KURT Y�. THDMSO _oT 13499PE SCALE PLAN 1" = 30' TONAL�ul�l� PROFILE HORIZ. 1" = 30' VERT. 1" = 5' 5040 00 5040 5 � � 0 t S o —_ um m m WN x ao v 5030 a a m a a N „ 5030 46 8 mg. m II 1 1 II II II 1 — 3 0� rvry mm — z od +El <d W D Z ej + W Q a WC y $ +d u FINISHED = J H GRADE a- D" O n ts, 7 `— W O O 5020 — `—— ^— J~ `EX.GRADE®rL 5020 Z In L, Z EL N NOTE: Ir I- Z EL -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTIUTIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO (n Q Z J Q -�� THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, C Z EL SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REWIRES CONTRACTOR TO ! Z CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS — <Q Z W -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, m Q Q �$Ll=) 2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM No.1. W W W 12'WATER MAIN m W W to -UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A O N r 4 LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION R 35 PVC SM1-SEWER O Q0089 fL/M LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. V) E- O Coo501 O 5010 -BENCHMARK#I: SECTION 7 CORNER(REBAR)COMMON TO SECTIONS 23.24.25&25 LY p C] H E 50303.75 w o a Q N ELEV. =5023.28 O� or U) -BENCHMARK#2: WITNESS CORNER('MMCSSA'YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13.14,23&24 U D_ R 4 o N 40219.41 D O £ E nl II ELEV.EV. ==49 4939.18 � z -DATUM -NAVD BB w � -CDB BENCHMARK f1110(ARROW BOLT ON HYDRANT)ELEVATION=4803.66 C) SUBTRACT 19.45 FEET FROM BENCHMARK#1 OR#2 ELEVATION TO CONVERT TO COB DATUM. a SOOO SOOO -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CDB'a WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. W -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. e CA.D. CMK s DATE; 4/14/06 REVISIONS: 7/10/06 3/15/07 AB 4990 4990 APPROVED BY: QUALITY ASSURANCE: a sl a $�; SEE SHEET CONFORMS TO CONSTRUCTION RECORDS PH:oQo � UTILITIES — OCTOBER, 2006 PROJECTNO.:BDz-DSD21.0 j 24+00 25+00 26+00 STREETS — NOVEMBER, 2006 SHEET 33 OF 99 s a - ����;trtnnp l l 40� Iv5en2I m 0mp{nv� o � R• y H Sm 11 V o N m W �� II o 1 ss N � N K II a Eli s 3 I f 40.00' --- 85.00' �. -- --- -- ----- -`---- `---- mMAIN Z M� " zroo + uEw ByiR_wAmYRain — MN F'42,W TEW 5�D5 P•.0 SAN SEVER MNN M V Nim Z G mHG0L0E EYE SAN A R MAIN NM m W " d ti ti 1 1 � yy wz I IN A D> m AI, \� <zm ? 9 n � I IV T� m O < (J1KURT �a3 g I A `,A THOMSON � � P Yoe I / zN m3P - N� _oT13499PE r ----- �mQ� =?1�m / _® s� _4 :j w SCALE =:ss' -. PLAN . 1" = 30' O TONAL 11I11p PROFILE HORIZ. 1" = 30' VERT. 1" = 5' IL 3+00 2+00 1+00 0+00 5000 5000 46 0 W In V) + Q a N _ 3U) �Q r~ 0(n La Z O(n 4990 4990 CL OR — DENOTES "AS—BUILT" CONDITION z �o a �� " O r� z Zo a� n F- z J+ o �� o w S 3 z o Q z II� p u)< Z m ¢ LLJ wc~iT 20:1 GRAVELnm W W c _ X.GRADE®� TAPER BACK 1�> 3 n a III N _ TO EXISTING m N�O p r 4980 - - D, 1 W 4980 NOTE: Y o V)) ¢o a _ n W } -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO TJ..I S Z Z} } THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER.POWER.GAS.STORM. W O Q Q LLI _ o M., SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT UNES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO U Z FlNISHEO 18 fi _].00F CALL ALL UTIUiY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. W W a 4:GRADE -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, U D pC? EX• EX.24- 2003.AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS.DATED MARCH.2004 AND ADDENDUM NIX 1. GRAD STORM ORP1N 0 P -UNLESS OTHERIMSE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION 0 LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Q h 4970 EX.8"WATER MAIN 4970 -BENCHMARK#1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23,24,25&26 Q Lli E 50303.75- 50 @ � ELEV 5023.28 6 6 �- J -BENCHMARK#2: W1TNEss CORNER('MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14.23&24 g K tt II Nh U N 40219.41 J r 8 LF 8, E 50397.83 gP - ELEV.- 4939.18 fi $^II II H w 0. P� CA.D. CMK y B Ft -DATUM= NAVD 88 4/14/06 9 r14V.=4965.07 -COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION=4903.86 DATE: Ti 3 npa o vl a -SUBTRACT 1945. FEET FROM BENCHMARK#1 OR#2 ELEVATION TO CONVERT TO COB DATUM. REVISIONS: 7/10/06 Ji 7i z d CNN 3/15/07AB r�}ircii y S it eee -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CD6's WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. 4960 m en ��avv II 4960 - THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK N Wh" APPROVED BY: g li w ,nain#r 8 8 DUIWIY ASSURANCE: o m �po } + N y 12- � g222 3 �J W O A MR a � „ „ � S Ir Ste; SEE SHEET -� CONFORMS TO CONSTRUCTION RECORDS" FILE:GOLDEN-PRO_55 3+00 2+00 1+00 3 0+00 PROJECT NO.:BOz-DsO21.0 UTILITIES — OCTOBER, 2006 j STREETS — NOVEMBER, 2006 SHEET 34 OF 99 s a II II g ) FOF ENCE&DISPOSE l I } k to I I 4972.66 a II <4 I dI I ( la 3 9382 SF r I I 9a - 111 SEWER MH 34 SAN SEWER MH 30 PoM-49B2.30 -I - 72 E LF OF o- INV.INS=73.42 I INV.INS 24"CNP CULVERT DEPRESSED CURB 'J° INV.OUT(N)-73.22 ) INK OUT(N))=72.41 INV.IN(SW)-80.50 WITH 3'TRANSITIONS TO GRAVEL ACCESS INV. V.OUT(NE)680,2� a (TYP.) �c= I I ease ( NV.- r EX. L RT W Q Z w I 4974,9 J f f INV.IN(NE)-8.20 - W a9a'' INV. OU S 8103 - o I 106 -SF_ l & J T(� REMOVE&DISPOSE REMOVE&DISPOSE v I BLOCK 4- / OF EX.CONC. OF EX BARB - a9ez / J STRUCTURE FENCE STORM DRnI V. :9I / INV.- m 1''. IFPd.IFI(5)=iB.E' / 4074.85 p INV_0UT(N)=79.3 / / �'. Edm NEW HYDRANT JSAN SEWER MH 31 W o off'^ N 372 #^ ,/ RIM=4981.9 F a� _ E 56.98 1M1 l W) 73.64 1 NEW HYDRANT ROW BOLT IN _ o' OU N)=7 37223.88 (ID' 3C') Qo ELEV-49B7.96 4976.35 x / + R-15' I ARROW BOLT ~_ _ SAN SEWER MH 33 7 =23.86' f ELEV.-49B6.55 GOLDENEYEm O1 Sin RIM=4985.64 EK DRIPLINE ---- ---` -- 197.3Y I� INY.WTtE)-75.10 15.00' .! - C �.f TRACT AI "--ea Tc= aa.aa � `Y`` ' / 2 INV 4'CW W)-CUL R COS P86P °a �T9 aa'qP W ER REMOVE aaw OF EX ON�C INV.0 S(NE)82. B 80 7+09 RBvai N as 3'30'Iv i y p _ 155. Q _ UCTURE .31 s Cz01-OEdJYE-DRIVE~ SF w 6 5 a49 11957-- - ----N - '--- _ i 6 + Tc. - - INV.- I �----- -�J3--- as.�- vi-�/ .. 4975.64 80.04- -- -- - 80.00' -- - --`- q7.T SAN SEWER MH 32 EX.DRIPLNE �>Fa .1i S,ae L-23.47' NV•- m^ n 527D s KURT W. RIM=49B4.36 [ THOMSON L=4.71'�3, --BLOCK 5- a 49762 .. yiBa _ INV.IN(W)-74.50 `.p�9,, e9.ae I _ ."/_, INV.= INK OUT(NE)=74.30 _pn 13499�PE 1c= (TYp.) IN = 4975.77 o a976.6a m 7 SCALE _ _1_4559 SF a 78,35 20111 5F PLAN : 1" = 30' �oONAL�UIWW�W REMOVE&DI E 6 PROFILE 10 .WIC• EX.24"E)=9CULVERT I I jI I B SF STRUCTURE / INK IN(NE)=84.15 a 13288 SF HORIZ. 1" = 30' 31' 252 SF INV.OUT(SW)-8393 VERT. 1" = 5' I - I I- B.6 OR DENOTES "AS-BUILT" CONDITION X -_ 7+00 6+00 5+00 4+00 3+00 2+00 5000 IGH POINT ELEV-4985 5000 46 IGH POINT STA-5+48.1 PVI STA-5+25 g PM ELEV-4986.41 A.D.--3.33 K-45.03 w r 150.00,VC ~ O Q W w �a 'u 8w $ p1 $ a W DO a$ J � IL Lo O 4990 y " II II yy� p m > 4990 Z 1n> Z I + I II II II ry ^!Zi w FINISHED F- a N + TL GRADE o Q D_ Z J r n 6+' �_ O w EX.GRADE®g a$ 5 Z Q EL c+' Id c+�n _ Q z t/) -------- __-__\ -- --- v1 of Z w 21"STORM \.�,1 - -_- w m ~ ¢ w> DRAIN � W 1i�j En f' (� - � N O 4980 yf x ' - 4980 NOTE. `1 W V) m a w 8=WATER MAIN -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO Ld 0 0 -Z F THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER, POWER,GAS.STORM. TJ..r S Z Z w SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO Q ¢O CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. U D_ O 12 .F. B -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBUC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, D U' 1B L.F,a SOR 35 P N.SEWER®0.0056 tt it 2003•AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS.DATED MARCH,2D04 AND ADDENDUM No.1. 72 F, R 39 pVC -UNLESS 07HERWWSE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A 12'SAN A S 7 't f LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION 0 SEWER LAYOUT AND STAKING TECHNIQUES AS ARE REWIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Q h 4970 4970 -BENCHMARK#I: SECTTII�CORNER(REBAR)COMMON TO SECTIONS 23,24.25&26 Q E 50303.75 @ e ELEV.-5023.28 '' -BENCHMARK#2: WITNESS CORNER('MMCSSA'YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14,23&24 S II N w 1 on II Mh , N� N 40219.41 E 50397.83 ELEV.-4939.18 „� � ,w � zm „r, E1 -DATUM =NAVD Be 9 $?. $�z n vF w -COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION=4903.86 DATE: 4/14/06 ...� 3 rno In -SUBTRACT 19.45 FEET FROM BENCHMARK#1 OR#2 ELEVATION TO CONVERT TO COB DATUM. REVISIONS: 7/10/06 Igil�Zo u'f u'S •II?o t7i ,naao z 10/19/06AB 4960 �» Npii vai -ANY EXISTING OR NEW VALVES WHICH CONTROL THE DOB's WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. z - 8zz 4960 THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 3/15/07 AB of z z i y$pzz z APPROVED BY: g e1 d m a < o m o DUA,UTY ASSl1RANCE: Is -F Id� gg gg pp 'p g g $ $ v $ $ g$ $ $� gg 0$ Sm � r>' n S SEE SHEET J�gCONFORMS TO CONSTRUCTION RECORDS FILE:GOLDEN-PRO-SS 7+00 B+OD 5+DO 4+00 3+00 2+00 UTILITIES - O C TO B E R, 2006 PROJECT NO.:BDz owl ss�2t.o j STREETS - NOVEMBER, 2006 SHEET 35 OF 99 s a V } ; omm C5 O Fr J VV i� is l3•�?A�L.•�' ti1h� � �'46 ��b e � � o m� 1 l LR � i 1 0r } w Z � _S/� i 3Sit V i �y 4 R V oil I, m + A w �°===8 JRE CDy_�� ARP a zy. Z `� \ N�SfiBHB.72 } p'�j_ 1wi✓ vi 1 II(w�»» "' — — i I— — NJ=Z» -- 1� 91' A \ E ------53 Gao sz 1H5.d' a r Nm=3 \ �—ooe � • TDE - 4- — ————— ` rA3 N �$ B VD GRAIN 1®059 W� 00p 2p4 4 p` (26 'x43 i)CULVERT x ila NN a >g#Nnw NN ie 3M1 qb t a �•9 � - - WITH FETS � � O 5 mir.Xa'W Ip NEW e'SCR 35 Pec sAN EA mAiN N i°+pus 01'0.5'ss•w ���' 1M_ 1T pp �_ F, j1�tih - 1NETLA DS INV.IN(SE) B2.11 X Z Ay' G N �°6 -" \ INV.OUT( =80.05"�� O d � V iivv dd i i n'• m N\ o� vi^ �m,pNN w E 486 5.67 w Z AA Vv i �w °z� w _z Q/p fp I [If ETLA SET AM + ao`�w z @ r "\ i i wy �� 27 SF 1 6F ��n==Qa 3 `� �•� � ff mmo�•!<'(5 Nb 1. \ p!Poo$ 11 K�r RTVW.�41 ..�,to /i—�8t \ z'..., a�o�wo ?.p` T1 9E ..... -_ _ ,. s...o �. _p' 0�499PE ;ARC ���ii 441141 5010 17+00 18+00 19+00 20+00 5010 PIA STA=18+82.7 A.D._-1.70 K=58.73 OR - DENOTES "AS-BUILT" CONDITION 5000 5000 n` , — y� - T ¢ Y P 46 14+00 15+00 16+00 m r aN LOW POINT ELEV=4975.61 $ m 1 1 Lu !r + LOW POINT S7N=14+18.20 - a g II u i SCALE (n rn PVI SA 14+50 " } + PLAN : 1" = 30' Q a PM ELEV 4975,41 II W 4990 m _ 4990 PROFILE _ E a �;CD,Vc w m HORIZ. 1" = 30' a- W 00 3 a m — v z °� - VERT. 1" — 5' Z ; Z -Co u m 3 a ,'� 1 FINISHED >-0 a Z 0 G � Z- - �Z � Q+ & QZ 0_o RACE®q Q > IX.20:1 GRAVEL EX TAERBCK: _ _ — 4980 4980 w UJ W n, B"WATER (n �AIN p N 2E a Ind m �_j Q <m 35 PVC SEWE 4D w S Z Z W GRADE J d a w Oa ¢EX.4L, � O op s 1n � w 4970 4970 w a EX.S'WATER MAIN Ld mJ' a S ��zii N_R Nca z i 37 l.F SP' SE'NER 5 ��<II^ '" o n n z w PVC N z{{��pnp�y�v II pp00 II rNI`YW mw ap nNm a�� o� 1� nmN o m a y p s IJ xJ ie a m a a + DAE CMKINV.-4962.31 DATE: 4/14/O6 _i_496 16+00 17+00 18+00 19+00 20+DO 4960 REVISI03/15/19/06AB wJ CONFORMS TO CONSTRUCTION RECORDS UTILITIES - OCTOBER, 2006 -F i I ss p, rirl NOTE: -BENCHMARK$1: C SECTION CORNER(REBAR)COMMON TO SECTIONS 23,24,25&26 STREETS - NOVEMBER 2006 IN3ION 3 APPROVED BY: - II s maw 1 -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO E 50303.75 ' OU�IIY ASSURANCE: B II,q a� z II II m N 1 Iz THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER.POWER.OAS.STORM. ELEV.=5023.28 I o� r n pa m aNw� SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO zip CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -BENCHMARK#2: WITNESS CORNER('MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13.14. 23&2 N� amll° �_00 m • 1--o N40219.41 rfi In -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, E 50397.83 4950 4950 2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM No.1. ELEV.=4939.18 SCREE SEE SHEET II N -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFDRMEO UNDER THE RESPONSIBLE CHARGE OF A -DATUM-NAVD 88 am c aN `de 'a� LAND SURVEYOR UCENSEO IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION -COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION= 4903.86 FILE. ENTER-PRO-SS LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED- -SUBTRACT 19.45 FEET FROM BENCHMARK#1 OR#2 ELEVATION TO CONVERT TO COB DATUM. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. PROJECT NO.: 05021.02 a SHEE( 36 OF 99 j 14+00 15+OD -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. s a 6 clL SEWER MH 22 �I'f 4989.84 IN IN(SE)=78-88 INV.OU7(NN!)-78.66 J �F r w. INSTALL 2" y$3Y P. �3 -BLOCK 3- I m > .a BLOW-OFF. �� W m I $ 1' S1n �_ $O ,STORM DRAIN NH R AN SEWER MH 23 jy yy �-� RIM-4991.07 RIM-4891.78 EX. ARBWIRE INV.IN(SE)=86.76 INV.IN(E)=79.71 FENCE W ■ "•`NV.OUT(SW)-; V.OUUT(NV�-79.51 ST DRAIN 76 NH 5 , 991 49724 SF INV.IN(E)-67.17 r \ yQ ev i INV.OUT(NW) 86.97 I TEMP.D END - N D ,�oQ6,3 `\ ~ 39.36' CADE ('I,BUTTON s N '1 0 ^Em r°• --�• - 371FT2"SfORM- OEUNEATRS(SEE err N `\ rry�a, z8_h W�`N t[ DRAIN®0.5% TAIL� - - SUBDIVISION No. 235 t CAM bA,N NH 5 J< � ��N"S \ ti o MH � N g �T 20gB PYL S1YWM�qIN MPIN estop'- z'J' X. LOCA71 N II Nt J 1 ILL LOCATION -- --- -------L J=61-I' -- _----_---- SCALE D FLARED STA.21+45.2 1n� --- I- T 1 D SECTION STORM BR I ` E RPRISE� 30 SAN SEWER MH 76 PLAN : 1" = 30' N 36913.31 NLET R7(TYPE II {+-�-� RIM=4993.19 - L \ UTFALL RUCTURE E48851.53 7 �`" I 344 S PROFILE OP OF 1-11.1RE INK-06.DO TC-49912 T u INV.IN(E)=80.49 1 'LF 12"PV1 -90 GO I ^' ST 1'T HORIZ. 1" = 30' PoM=907 q INV.IN(S)=80.49 ®0.5% INV.'M(NE)=86.00 D TENTION V.OUT(NW)-877 Tc- NU $ I a { $N INV.DUT(W)-80.29 6347 5E I=,'�•PVC � ,.,M t(2., o I `� I I I VERT. 1" = 5' c.5' I GuT(swj,as.°° FOND 12 PARK I I RI-I I I STA.0+ 39495 SF m ( I C3o"x3G') .B�0 C K 5 I I= STGRN NEW HYDRA T ( �11INIET INLETTC( E 48964.7 DI r qARROW ROT A.0+33.57= I I INV.OUT(N) � KURTELEV.XXXXXZDRAIN N S1(TYPE Aea,ee I _oT 13499PE i 46 5010 19+00 20+00 21+00 22+00 23+00 24+00 5010 - o In LL1 + V CJ � Q a _ U) �¢ -A 13-82.7 a NOTE: ❑_ O_Z 0 UT Ld LLV 4s68.1 �' < -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO Cf O 7. -a. < THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERMCE LINES(WATER,POWER,GAS,STORM, V W Z ~ 5 56.73 Ygs m SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO Z 5000 loo.0 5000 CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. O K Q Q + r z* ^ -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION, MARCH, Ln Q p J+ 'z FI a a a c+'m 2003,AND THE CITY OF 80ZEMAN STANDARD MODIFICATIONS,GATED MARCH,2004 AND ADDENDUM N.1. C - I) 2� �i < _; a m II a m II II II II g II -UNLESS OTHERWISE SPECIFIED.ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A - _ II II a f a II LAND SURVEYOR UCENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION Q a m w II m II i i 20:1 RAVEL 0_ Z Q LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. n _ of TAPER BACK Gj m H-0 Q LJ F-- w n -BENCHMARK#1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23,24,25&26 m W y)V7 n^ a$ + +w `� N 34897.73 in M. N esl II II ' w n - E 50303.75 �Ir O >-D II `* _ ELEV.=5023,28 V1 c'J II _ LFINISHED�V GRADE l l - -BENCHMARK#2: WITNESS CORNER("MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13.14,23&24 Y p m �'w GRADE N 40218.41 LLI W 4990 4990 E s0397.e3 a or <LO m CAI EX.GRADE■ I ELEV.=4939.18 -DATUM=NAVD 88 U 0- 5 -COB BENCHMARK y111D(ARROW BOLT ON HYDRANT)ELEVATION=4903.85 -SUBTRACT 19.45 FEET FROM BENCHMARK#1 OR/2 ELEVATION TO CONVERT TO COB DATUM. -ANY EXISTING R NEW VALVES WHICH CONTROL THE COB'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. O W THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. Q 8 WATER I I Q MAIN - _= Ld 72 .8'SDR 35 PVC 73 L.F,B"SOR 35 VC FR�g 4980 �PVC 5 SEWER®O.DO40 ft It f INV.-14980.00 40 O 4980 : O 1t 1 P C J ma CMK s a �i DATE. o N a W F DATE: 4/14/06 REVISIONS: 3/15/07AE1 o+�)j maf Rlam � m vvm 4970 h, 4970 APPROVED BY: w, Q OUNMI 111JJORf1NCE: z IS II-O wwp w7-" yz �NIImm SEE SHEET "CONFORMS TO CONSTRUCTION RECORDS" EITE; ENTER-PRO-SS 54 d e< a a a a a a< a UTILITIES - OCTOBER, 2006 PROJECT NO.:BOz os021.o2 j STREETS - NOVEMBER, 2006 SHEET 37 OF 99 5 19+00 20+00 21+1 22+00 1 -00 24+60 a r r g Lu d p104s� It � 311� es /'`v s ' 566.65' r c 24 / '1 �3Q I ��, f 717.00. —_ 98.53 �� XpJ.,•51 2 ` � G x ho ti�� \�1 �Wv� {6 g� ,�k g� ..5pya fly 6ls nm 1gFo:., w r.`°9 m NOTE: >F� KURT W. SCALE :� T1 9 E -EXISTING UN DERGROU NO INSTALLATIONS&PRIVATETILIP VATE U ES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO �p 13499PE THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER.POWER, GAS,STORM, /` 1 PLAN 1" = 30' -T CALL A,TELEPHONE&LL UTILITY COMPANIESSIBE�ORE EXCAVATIONMAY NOT BE �FAOR EXACTIGHT SLOCATIONS.OR AS DICATm ON THE PLANS STATE LAW REQUIRES CONTRACTOR TO ��,J PROFILE %f� — : = - ONAL 11 -ALL IMPROVEMENTS SHALL BE PERFORMER IN ACCORDANCE W MONARCH PUBLIC WORKS STANDARD SPECIFICATIONS SPi EDITION,MARCH, OR DENOTES "AS—BUILT" CONDITION HORIZ. 1" 30' 2003,AND THE CITY OF 802EMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM No.I. VERT. 1" = 5' -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A x LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REWIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 -BENCHMARK$1: CTION CORNER(REBAR)COMMON TO SECTIONS 21 Z4.25&25 34B97.73 :50LEV7035023.28 "CONFORMS TO CONSTRUCTION RECORDS" 5010 -BENCHMARK#2: ITNESS CORNER("MMCS "YELLOW CAPPED REBAR)TO SECTION CORNER COM ON TO SECTIONS 13.14.23&24 UTILITIES — OCTOB R, 2006 soi o 50i974' LEV. 4939.18 STREETS — NOVEMBER, 2006 _ = i -DATUM-NAVD 88 -COB BENCHMARK#110(ARROW BOLT ON H RANT)ELEVATION=490386 46 -SUBTRACT 19.45 FEET FROM BENCHMARK Al R#2 ELEVATION TO CONN ERT TO COB DATUM. a g PM STA 0.SS O y _ PVI ELEV=48 .53 -ANY E70STING OR h EW VALVES WHICH CONTROL THE COB'a WATER SUPP Y SHALL BE OPERATED El COB PERSONNEL ONLY. - u C AK 63.87 -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM F 24-HOURS PRIOR TO B GINNING ANY WORK. �i Lu + d V) 100.00'VC Q a 5000 5000 = In wa J Z LLU) n — LC m o O yJ + - ww Q wH of ¢ zo wa a as a�o cam (n Q z J+ IS II I II 1 1 II II 1 1 FINISHER _5 II w W O1>m �i J GRADE z z mo m w Q ma J w Q' _ � � a Lo 4990 ow + P 4990 m w L, w rn w / W z w � Z LF.8 SOR 35 PVC SRN.SEWER®D-O090 R ft Y O Cn Q J LL] t7 z Q .SEWER®G o136 it 1 Q Q g Ir 8"WATER MAN EX.GRADE®rL 2 6 LF. SOR 35 PVC SA Ell ,` p_ }i `_nn Q 4980 mama �; Wa 4980 0 AN.SE R®CO sS II �.�Wa B7 DR PN�i `v °= n it a maw dw a4 Q IIZ� III-a Sw rmi S25 LI..I IF t] 1 a' ♦ c T B EROARD z m =R.- LF OF Y BL vrinc?? 4 rIi RIGID INSULATION,2'WIDE rn 1!, 8+00 CENTERED 0 R PIPE $ •�j CMK DATE: 4/14/06 4970 11 -- 4970 REVISIONS: 3/15/07AB �f aY11W/IH m 2 2 1-- ;� �iii a a a a APPROVED BY: II II 1 II II II OU4JlY ASSURANCE: RlNJ g a 'a a 4960 + 4960 SCE: SEE SHEET m nail a EI a .N mo n a in L[PARKWAY_PRO_5 so a ti� o dN S Sw Sa 3 Sa 5� S Sa 3� Fa Sa Sm Sa Sm Sa PROJECT NO.: osD2I.o2 0 j 0 SHEEE 38 OF 9 -00 1+00 2+00 3+00 4+00 5+00 6+00 7+0D 9 s a �ni I II n m ' a II$ III r II w ¢poi �Ei zg fll Sri ¢ 666 =� - bs y wvai =� §Z �� I' 0,o aDA �o n mm V r p II N N m Y jw ePW y�ii O EL 49-15 m f (� 11 3[ifT• 4z.18' - al 0 16 —`' • aw:�O " ) (17 III>� as �w SAN SEWER MH 28 J PARKWAY QM -� A a s x�NER NNN y — ros' RIM=4999.23 z 59' W m Neu 4•�p 3s» �' INV.IOUT(NEN(5)-87.79)=87.59 J Z 5 ri 8 }'�a ?;O -wo r 15rD� INV. _ ---- f it I I I zzw d - N� �� _ aZZ i.+ `° - NmN i------- _1 II - 89.81' - 29.J4 8__50.78' _ NE,A,y.-p�v wAS�R - - ----- - - 100.06' 52.00 —' ya NNNN rvw=PARKWAN AVENUE' NH a! .aa - � _�- 3D.47 `~S,.Bz'� _ o s mva•or w waat,yp rC ■ T 100'�k WNR—� �f` - �oroo 5 ot'Mbl' tap 1S 11�00to } �d Nn+e•oIP NANN u�lry 04 - myoz'I a• �soo. ?e.Fy 91• IIN z <� ory v, Em 9. l` - --- - -x� - - ^ KA --�--- ----- 73.35'` Ilm v a n Em 9 +I G Em '6 8.76' 101.5z --- N p 12380 SF nmNNo I I �,� �'�f I - r6. n.z6' - INV- rc-wwm Ike n �Ir V. - w�rc M N '+ INV.= II II 4992.98 }� p a 499026 4989.12 �,ywz l I fJ r. ' �" a n3 III tFzz�l r �I STEP R1-1 �a'f TUN 04 N >m m 4 V � W 1 = 30�s30") 3 O ry Q V) i i,> O NN � i J C ( PARKWAY m VV -BENCHMARK#1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23,24.25&26IN 341597.73 { p E 50303.75 ELEV.=5023.28 *= NOTE: r KURT W. -BENCHMARK p2: WITNESS CORNER("MMCSV'YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13. 14.23&24 SCALE THOMSON �^ -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO N 40219.41 \ Y'O 13499PE � E 50397.83 PLAN 1" = 30' _� THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY S SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, ELEV.=4939.18 PROFILE ',SS"'•"...-.-' SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRNGHT LINES OR AS INDICATED ON THE PLANS.STALE LAW REQUIRES CONTRACTOR TO CALL ALL UTIUTY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS -DATUM-NAVD 88 n �� ��O TONAL�1J7{{� -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 57H EDITION,MARCH, -COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION=4903.86 CONFORMS TO CONSTRUCTION RECORDS HORIZ. 1" = 30' -SUBTRACT 19.45 FEET FROM BENCHMARK#1 OR 02 ELEVATION TO CONVERT TO COB DATUM. UTILITIES - OCTOBER, 2006 2008,AND THE CITY OF SHALL BE N STANDARD MODIFICATIONS.DATED MARCH, UBU AND ADDENDUM No.1. VERT. : 1. = 5 -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COO'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. (�/� LAND SURVEYOR UCENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. STREETS — NOVEMBER, 2006 LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 5030 � 5030 OR — DENOTES "AS—BUILT" CONDITION 46 0 0 Lu + V) cD 5020 5020 = �U) d �F-- z 0(n Iw 8+00 a d W W a I o �y Z ^> z n O_ of a z0 Z ¢o �W a� o �Do N m m ri a - 43 Q Z Ln Q - I_IJ Q 5010 ` — 5010 07 �o ¢ w(� M> all �� FINISHED -^ - --- Lj S aNg NII wSII w R>w nY� mII II w ,A es r GRADE - - nL � o�LQN coo a omwm I Q L�LI im "17-77 Q ����-- w SO Q Qor } A`- ----- EX.GRADE®� U D_ �� + 22 --- C SAN D Ne 5000 _ 7tF D F R 5000 O ~ a q - 8'WATER MAIN 3 S P a of V. =4997. LcLI INV.=4995.18 1 ¢ ¢ G 3 VC SAN.e SE ~ ♦Q ¢ w w ro� p c S ¢ cw3 cw3 S S II m ¢ ¢ 183 ,Pj g P,j 5 �+J w w rn rn a, ow rn rn CA.D. CMK y 4990 4990 DATE: 4/14/06 cl 02 .F. P S rc g rii 1 m H N N f13 � gpp�NV IIZ b1 b1 REVISION5:3/1s/o7Ae N �N N Tall N fl�f M �'o y~ flf �8{=0 � � mdllzo rc== 12»rn� z z z t7i,�8zz a §gwae, N z s w z z z z APPROVED BY: OUrWTY ASSURANCE: 4980 ZWM�II w + m 4980 .m II z n z F o n z u r 8 n Ste; SEE SHEET ow 'g ' o 6o EILEPARKWAY-PRO_S q w w8 w� n8?? PROJECT NO.: +w eDz osD21.o2 j 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SHEEE 39 OF 99 s a a Y II � II I rum () g Y I I 00 f � I l 4t amp -� oo ;g f 4 1N x m @ w m II O9018' N H 7868 SF 49.1 _ 11 - - e 1 13037 SF J0 N I I I 5 I SAN SEWER MH 51 ARKWA U RIM-5015.70 EW HYDRANT fw V `mj INV.INS=5.20 N 35242.18 1 :�1 1 + m uH tR*oo ` 2z.1g. INV.OUT(NE)-5.00 1. ARROW BOLT I I h Jb I dM9 j z�' fY] r II 3 M n �� V.-SD16.08 1 o 33.10 _ 70_00' G _ 72 _ ___ 65.43'P 76.4S hR - - __ - I + _- �- ------ - -- ---- - -_ - N 1 1 00.06' Sn -- MH R L=23.56' ie.56 n.00 -5 R 62.00 r,w y 6,J0' _ t L=23.56' W R NR as P N SEVER NOUN I :� Ba NH 51 'o ~ m O S OIOlSq• �,pp.LL• -PARKWAY AVENUE' Q ��`I W = 11 N S�ZOZw� 8 268._ _ i Qg, mYj I w H Q � WARP LRO'MJ N p ms °' Ino3� o� ¢s. ARKWAY AVENUES Am _ a r '0`w •�' n -- _�--__- I'; vi A. II J c mly` was _ R � LI 49 p -- -__ 74.97 -- im Sri 16.91� SD.20' -- - �73.04' - in -- - 82,pD' _ N� n o PARK g F n T I I v N W o d 4466 SF 11144 SF a 10 q— ; II —BLOCK y [PARKWAY Z 1 12707 sF ;o W-n a o =_s I I I �� � � s <�owa �_� N 0 fr La 0 n�aail u I 4m dw �a�a / all ..h ;m �I I �s NOTE: -BENCHMARK/1: SE TION CbNER(REBAR)COMMON TO SECTIONS 23.24.25&26 ELEV.=5023.20 •s Y �t� -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE U71UTIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO s KURT W. �N THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, -BENCHMARK/2: WITNESS CORNER('MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14.23&24 �.A TH OM SON II po SEWER,TELEPHONE&TELEVISION)MAY N07 BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO N 40219.41 _p 13499PE /4 >a wom CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. E 50397,B3IMPR ELEV.=4939.18 8 2003.AN THECITY OF BOZEMAN�STANDARD MODIFICATIONS.DATED MARCH.004FORMED IN ACCORDANCE W17H MONTANA C WORKS AND ADDENDUMRD N"1.SPECIFILATIONS STH EDITION, MARCH. -DATUM=NAVD B8 �ijONAL±111I1,gA -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A -COB BENCHMARK$1110(ARROW BOLT RANT)ELEVATION 6 i LAND SURVEYOR LICENSE IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION -SUBTRACT 19.45 FEET FROM BENCHMARKK/1 DR i2 ELEVATION TO0 CONVERT TO COO DATUM. k'- r LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'.WATER SUPPLY SHALL DE OPERATED BY COB PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 5030 R — DENOTES "AS— UILT" CONDITION o _ 5030 d m w IN — � " II pN g G a 46 w d W SCALE — „W PLAN 1" = 30' W aR �� y� ;, D"� �� PROFILE � 5020 " �s ," a> HORIZ. 1" = 30' Q a ww W nu,m + _ --_--- e'er ar I FINISHED +CI VERT. 1" = 5' ]z3� �O LL H d rim GRADE W O _ ~~~ Z Z + -_ 0 D_ Q :zRD _ Do z J� IL --- --- EX.GRADE®q H O 1 3 B"WATEF MAIN 8 WATER MAIN S a z cle cn Ul Q Z 5010 —�� 5010 07 z o a — W in 5 � W� w 283 s 5 R P S ® II and N O O �Q In Cn R 2t_` S `1 L r R®o.otal w Q 0 w oa ¢3: �s ,a�` of R 5 mll� U C d 5000 F z 5000 ~ F o O LL.I mII J J a U w 'W mp.-.-. w �' w J e II a ¢ S ¢ s 2 lw s pin2r z rc p S S g z-p �i .n�-p 6 6 CA.�. CMK '� N m + ;; m + ;; N Ifl 81 N N y <w dv __ �zz 9 4990 Z II -- 4990 DATE: 4/14/06 REVISIONS'10/19/06A6 �prn� Z. m ran ran H m N h ia++ ran 3/15/07A8 n =° CO FOR S TO CONSTRUCTION RECORDS" IEZ2 lic Z _ _ z _ = z Z UTILITIES — OCTOBER, 2006 I � � � � APPROVED BY: B a m S TREETS — NOVEMBER, 2006 OUAITYASSURANCE: w o n o m n vai a n m B + + + + + + + + + + 4980 n n N 4980 _ SCALE: SEE SHEET $d "gr"uHaimOa ELEPARKWAY-PRO_S R� Ei PROJECT NO.:eoz aso gay.¢ 0 j 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 SHEEE 40 OF 99 s a 5.5OW fi',20 REMOVE&DISPOS 1 {I Te--f^"( To- 5.5 OUTFALL STRUCTURE P'e'c"aFDs;� v OF EX.BAR 1 ( as o ally TOP OF STRUCTURE=9900 {I I INV.IN(SW)-96.50 m INV.OUT(NE)=9&50 DETENTION s 1 II oll POND 6B,%' I o i0P OF PDN O=499 ; MILLER PA WATER LEV DO -ol 179622 SF BO IRE.S ORAGE9674 OF \ 1{ 2� _ m AGE I I,o- a= - O y (S•4-..1RSIDE SLOPE5,35EE� + I 16��4 SF N ] Ifl ONCRETE T RM I112 ' �r A DETAIL) INAGE � 104 LF NEW 38"ARCH R 16902 SF _ dl W T AND (Y6 WX43 34")CULVERT PARK PT=s le I SAN SEWER rE29 I V�I RIM 1 11.92 Ht K ,,,yyy���rororo��� 'S CONTROL PAD(a- EROSION - INLET BASE E 4388 47 ITH NETS INY.1N(S)-90.24 ( (SEE TAIL) \ V.IN(SE�96.49 38495 SF O 11�-------� o IS '� \ ; MINUS RIPRAP) I V.OUT(NW)=9 NEW CL MON. INV IN(E) 9024 In= MILLER PARK ---- Tod SAN SEWER MH 41 m C 1 II 140.57' _INV OOT(N)-9004 I 's' AINSWORTH■ - _ MILLER PARK RIM=5001.49 SETBA K TL DS TBACK (SE SECTION CDR., li I 179622 SF a6s.er- 179522 SF my IN(s)�9t-96 41231 3712 F 46815 SF NG3625.B LxA I II 21 yp� -�5 --- ---To- -1c--- _ w=91.78 57.23' E4 .25 nan N 1 _ Lsa _ zte z.eo a.n 56.55' I^ ..:: I 6676 SF o O 35.27' REMOVE&DISPOSE r , t so .se V <r� 4 -a+oo New Y r op welgl MAIN �p ---_ - e -i ioo N o 7<� IN �_ e4.aY _NCO _ m ee•eT•4r yin+ao _ _ zol.,Y +•+oo a,m _FENCE AIN zoe o mo NE S54N BEYFR VAIN R-1 -- - e ss711PJ&UVORlFi DRIVE ,5 L s6'AINSWORTH DRIVE _ weYPceowy4 _mc -INV` 3„ _ A NSWORTH DRfVEri __ __ x - 23'18' zeo__ _ -aez--- „a _32.31' o - - --- - ----_ -- +f 1c- Tc_AINSWORTHO S 139,31' y -- - J -- - - { nI ofi= TC_r 156.13' 1n _4992.47 -BLOCK 7- NEW HYDRANT I 0z II. S0.23' n 24 11859 SF ��- -___ 44w57.3 - Z AINSWORTH SETBACK E 9D9. 7o'7rn 1 NE3623130NT �02 � ARROW BOLT f� AINSWQItTHm ;POSE < A I I E 48z 20 ° o E Ev.-xxxxxx I { d N PARK 78246 sF } l` a I 116000 SF WIRE o >- I z I BaLr _ 1 m _ { I ;- r. INv.- 1LA S SETBACK i ` A w C 96.25 sL K 8- VICE N< 1 C I Im F1EV=5004.90 12516 SF _ Irt 14043 SF �`"~ a aYa.13 �° 1 56710 S 932AS F 73380 SF w I I ( o a4cl10. R1-1 I I�-------- VV az7 n ` (30"X30 m1 1• � I I � 4UTFALL STRUCTURE'. I/ � I� I 7.5' I �w - I III Ap TOP 2 -1.000F STRUCTURE r I-5.5 e nnu 5' s' I T.5'WIDE `! I \ INV.IN(SW)=98.50 li NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATICN AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, SEWER.TELEPHONE&TELEVISION)MAY N07 BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTIUTY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH. KURT KURT N �^ 2003.AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM No.1. X:O W� �-w-�r�) =p 13499PE �C -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. OR - DENOTES "AS-BUILT" "AS-BUILT" CONDITION i��ONAL 11)tl1, -BENCHMARK#1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23.24,23&26 N 34097.73 SCALE E 50303.75 ELEV.=5023.28 PLAN 1" = 30' -BENCHMARK N2: WITNESS CORNER("MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13.14.23&24 PROFILE N 40219.41 E 50397.8] HORIZ. 1" = 30' ELEV.=4939.18 VERT. 1 = S -DATUM-NAVD 88 -COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION=4903.86 -SUBTRACT 19.45 FEET FROM BENCHMARK p1 OR#2 ELEVATION TO CONVERT TO COB DATUM. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COE'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 46 5020 8+00 7+00 6 00 5 00 4+00 3+00 2+00 1 00 0 00 5020 _ HIGH POINT S A=5+84.30 p PVI ELEV =5003.3 LOW POINT V=3000.93 W + JA D =-2.22 LOW POINT A=2+44.80 V) +�.I C0 K= 14.96 PIA STA=2+30 Q Q PW ELEV 5000.86 J Q 100. 'VC AA. 1.26 K= 9.59 (Z �1, cl(n F � rc 50. VC - � Q Lo �O m K a < m m n o m J N G 4 Z Z 1 5010 0 3� m m >N+ Jm JW a 5010 O �� a Qo ;EN m �� a�n Lo a^N ¢� R. ¢ o a u6 u� a (n Q LL Z J+ II II L 1 Te S ,eS 1 1 1 i. S> �S n a g a$ a$ 1 1 �,4 ~ O_O m Q II II II II II II > II II II II ti n Y n> II fn Q Z Q +� w +w +�' �NGRAOE + o W g m W �j e _ -0.5 N O NO _ Y w n m a0 5000 -------_ ------------- -------- _- ------ ------- -------- eEx GRADE®� -� ^----- / 1^ - - 5000 W o a 8�WATER AIN 8"WATER MAIN / 6"WA IER MAIN O U D 1O O ~ Z (ifo0 O a a N N O 6 8 SD VC SAN. SEWER 00-0040 m,ft Z O Of W 4990 4990 U w m DO e o m e Of O W amp U No > CMK 00 DATE: 4/14/06 9 a<a 11 E,Qj all Z REVISIONS: 4/18/06 O1NE it O Z 3/15/07AB U I I �+ �� 4980 O W (n 0 APPROVED BY: +� 4980 �_�_�_ -- E L j CUIWIY ASSURANCE: ul L g of Of =) ~ O In SCALE: SEE SHEET m a^5y ea ro .,m rry a aSH� 5"1 9 a'° an'• ao �"�� a- a$ aN � Z FILE;AINSWORTH-PRO-SS w25s �Yi � Y. o g,TS SS as ^g �� So 9§ is R. S $ -Lo -" O PROJECT NO.:B02 o5ozl.Oz 0 j 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 U SHEET 41 OF 99 s a r "- - o c G•I I I D 84 117 5]� SAN SEVER 39 - - �IM 2.24 g fV I o f V uv. ((S-85,72 I I 7993SF (3oN3T) �- - ------ -___ I ola IN(W)-85.72 mz1z'i a 4.12= INV.IN(E}g5.72 p -BLOCK 5- -�esa sF cos rear ( )1 1 5 A NEW STORM DRAIN INV.WT(N}=85.25 frog m EW H NT = W mCH P .31 a INLET P2(TYPE II) TEMP.DEAD ENO fOm z R=3 I 3628.1B B --^ WETLANDS E 4Bos1. 7 TC=5000.88 BARRICADE WITH m L=9.4 ICi'1 E 4774.98 INV._ INV. - Yj TH 1F 2395 SF ,. RE PoM=O.39 (3)9 BUTTON 4991.45 "a W SE BACK 16902 SF 1C- A OW OLT 4993.64 CE INV.IN(E) 97.38 R-15 Z n I ■ 14 - ''f )=99.7 SAN SEWER MH.29 - = DELINEATORS(SEE q E = 4. AI Jlf H p i 18 4B8 SF - „ o .i IVY.DU NW 97.38 - '. ----a- -_ -�T�- - DETAIL) L-23 as m f 8000 SF .yam )-97. �wm I RIM 300E92 -- - 3- 4' 1n P A INV.IIN(S) 90.24 -- --- ---- -_- tC - - - - - _ -- - __ _ 74.10 IVY IN(E)=9024 = - iTI --_ - _ 80.OD' _ 47.10' S4.1 __ IIc I 14.57 moo-_ _ .INN.OUT(N)-90.04 M - -5 LF 1- STMIA ----- _-----n= TC--1- ----TD_ -Tc RAIN® OX DR N O 1.OiX aN 1 as 6T EA= zF_ z.eB II ne _ NEW P'WATeR N L IA4 2- 4 - m 0 �3E � T-B'S�3i_P�C SAN SEV,}p 6 SDR 3 P SAN SEWER Y = � "fCT l 12+00 - N BB9]'4]•W - 1 44p la _ 1DFOD -L 23.55' I EA Imp e0 _NTH Ifi-A-BmpYYP55y0 - R- Ew 13 A-ZO OR41 MA W U fl INEW B"SDR.l5 PYC 5pJ4 SEVER MAIN H - - X - '9{00 .. -- - -- DR'mn Mn IM-50-39 >-I STA.15------ �11 -' R 15 p62 27 LF - -- - -- - - - ---- _ - .- _-,_�°-Zn -- - - N 9295 L-2384' SELF 12' 12" 79.4' 80.00 - _ ----- - To D ((NN�� LF 12i a SAN SE MH 40 --78.38 " 50.6' 1n -- --- ----- -��^ z '� anEm JT(E)=9275 INLET Pi(TYPE II)' STA.13+64.83= II `STORM TOR ORA MH RIM=S 00 _ 52.62' 54.02' - Z �I I TC-5000.93 GR IN 17 SETBACKox m - 32.31 w g r STORM GRAIN R 002. _ 1� I I ) I RIM=0.43 ro IN 02 I 8'1.0X B 1.0X IN.IN 91.24 8000 Y.OUT(VV7=4991. 18 mv� 73282'SF SETBACK AINISWORTH I al 1 (TYPE 10 II I o R=3' I' I IN WT()=91.4 m 9643 SF . 75760 SF INV.WT(W)-97.43 0- (� w �D R1-1 = 11908 SF TC mm-2.85 To- �a L=9.42' I INV.- "Qo `y m� EX.WATER J I I I (34'x30•) .� PoM-235 a1s £ J '�NV.- 16 4991.12 IVY._ - r 11859 SF y I I I INV.OUT(NE)=99.35 p989.72 4 997.32 ��a N 36225.3\ WETLANDS i I I I E 48049.87'�, EMOVE k DISPOSE Io Ta ic= TA.1 B4.23 .40156 SF DF,.-EX.BARBWIRE I I I I 990=9 a ...,, DsD I TOPoJ AN FENCE o G l._ z A w I I I I P.) IIFI I11 gj N II 3 rn II I RIM 2.34 - m1 n I I I 25' 6' 31' I I INV.OuT(N , 1 --------------------- FUT.SAWIDE ' NOTE: I -EXISTING UNDERGROUND INSTALLATIONS k PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO `A`�44p1N T A�Ni�� THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, SEWER.TELEPHONE k TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTIUTY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. ii° KURT W. O99 E -ALL IMPROVEMENTS SHALL BE PERFORMER IN ACCORDANCE WITH D MARCH. PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, =p 13499PE 2003,ANO THE CITY OF BOZEM AN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM N.1.-VNL ES OTHERWISE SPECIFIED. EDELN TYAN T AND STAKING SHALL E MO EELE CHARGE OF A LAND SURVEYOR LICENSED IN THE OF MONNANAD BY A PARTY CHIEF OR ENGINEERING TECHNICIAN µ EXPERIENCED IN CDNSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. +/ -BENCHMARK#1• SECTION CORNER(REBAR)COMMON TO SECTIONS 23.24.25 e 26 SCALE OR - DENOTES "AS-BUILT" CONDITION N 34897.73 E 50303.75 PLAN 1" = 30' ELEV.=5023.28 PROFILE -BENCHMARK N2: WITNESS CORNER('MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14.23&24 HORIZ. 1" = 30' IN 4009.41 E 50 9783 VERT. 1" = 5' ELEV.= 4939.18 -DATUM-NAVD 88 -COB BENCHMARK/1110(ARROW BOLT GIN HYDRANT)ELEVATION=4903,88 -SUBTRACT 19.45 FEET FROM BENCHMARK$1 OR g2 ELEVATION TO CONVERT TO COB DATUM. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. - 5020 15+00 14+00 13 00 12 00 11+00 HIGH POINT ELEV- 5o0a.7a 0 5020 0 HIGH POINT S A-10+49.60 O 5001.00 PM STA-10+50 Lu 15+43.75 _ PM ELEV 5005.03 +50 A.O.--2.36 00.92 N-42.41 Q Q W J a B -Imm VC a- 43 xa 41 00 F 8 o} d - W Q EL O _ < rca O �m�� Z n> z I 5010 N ,-,Az� �Fm � m o �� a o 4 5010 z ¢o b II II ti mS W. a mQ a a II II 1 II ie S C ~ O EL cc a.j n g _J L3 ml II I m n II 11 1 m y n W �N a� Z Z cL N ti 11 II nl W II m W II ^ FINISHED m w 6 II II II II Q u)Q Z n Q 3 t2 z� n� .> II II m 'Zi GRADE n ncy N> m N Q +s +mw M w w w Fur. �7 ^w �� �D„ wcn + 1.1 +v:+ n c� W w EL (n Ir o o r GRADE ro Y W m �F' zX o e GRAVELl 5000 EX.GRADE®q T: \ EC GRADE 1 0 Q <A TO EXISTING ��\✓�� U D_ 3 C B'WATER MAIN az Z O a 0Ld U 4990 ` 4990 J ¢ rc rc n II CMK 35 PVC SAN.SEWER _0. 0 f 004l ft --`- _-` _ a W N Z� 53 -,_ aD y w aJ DATE: 4/14/06 " I' REVISIONS: 7/10/06 L� L� y Yl 10/19/06AB 3/15/07AB nnlE�vf N� ul J a N o f m b 4980 o Y '�g'J�o'�aII aII meIl°mll' a'ma �±pi a f 4980 APPROVED BY: _ w _ "CONFORMS TO COSTRUCTIO RECORD "i UTILITIES - OCTOBER 2006 auAuiYAssuRANCE: IS allzzz „III- _ n n mN 'nl IT STREETS NOVEMBER, 2006 +` SCALE: SEE SHEET do _+N • p aM �e4 as a f cq FILE. AINSWRBTDHz_PoRsDO2_1Se s PROJECT NO.: .DSz j 15+00 14+00 13+ 12+00 11+00 10+00 9+00 8+00 SHEEL 42 OF 99 s a w olo o Z ooAa Y MI m wa¢ = tl d O(O of�I � ~x1x~N� W DDw Y F IIII LAST LOOP �zo ogk� `F ma Pll3 ZLLJ Z �a- Rig E�`d' 6� Wx ER 11 zll iri N�i�o I x x _ Via» O Q' 169. a a LAST tOpR 08 a; a>a Y YX LV �iEB �EN£R MNN 55 MH 59 N IIWp` IINRP IXOYN _ 8 m '13'�II — • — —rt— ]6Z W - _ 1 J• I --�� a Ne fl-oIP,A'P.m l Ca iif1 �N1� N c � - _--- - 39.Ii' I 93.41 4028 � 80.00' - ---- ---- - - m 9 I I e5.00 I BL39' 3162 -_ � dnmi2 Ilm II� n —b 7 m iiOH I Nm x a Im I rW � 84. e � Em iWi Ordr ppry �X -ram '� MH SS N c r wl I 3:ZW > a ZO^0 G Yini,'�3X 7,32. _ _ EW6 ]S BNN IN�R PVC ER iWI O oaoo•oo�s.00 • I� a LL J I I NEW OP WpIEA M 112 mzwa> >o AN NlVM301S (9B3NNQ 101 z E; M O 54 301M,9 g AB)XlVM3015 - U 49.37, - ---5D.95'---- - -- 91.74' --- --- 30IM,5 10A W - O I� U J nm N m : lip Ln 5 I y �i al b3 n z } Js d s co _� rn >I C4 Ln m m NOTE: SCALE KURT W. -EXISTING UNDERGROUND INSTALLATIONS k PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO 2,A THOMSON � THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, / 7 PLAN - 1" = 30' _per 13499PE j=t� CALLALL UTILITY COMPANIES EISBEFORE EXCAVATION MAY NOT BE TFOIRHT LINES EXACT LOCATIONS.AS -ALL ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO n� PROFILE -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION.MARCH, OR — DENOTES "AS—BUILT" CONDITION H ORI Z. - 1" = 30' "CONFORMS TO CONSTRUCTION RECORDS" ��O TONAL 11(tll, 2093.AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2DO4 AND ADDENDUM No.1. \, VERT. - 1" = 5' UTILITIES — OCTOBER, 2006 -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A 'J�` STREETS — N OVEM BER 2006 LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 -01 NCHMARK p1: SECTION C RNER(REBAR)COMMON TO SECTIONS 23.24,23 6 26 N 34897.3 E 50303'5 ELEV.= 023.28 5030 - 5030 N 40219.,1 E 50307.183 ELEV.= 9M.18 -0 TUM-NAVD 88 46 Cc BENCHMARK BOLT ON HYDRANT)EIENATION=4903.06 -At Y EXISTING OR NEW VALVI S WHICH CONTROL THE s WATER SUPPLY SHALL BE OPERATED BY COB PE RSONNEL ONLY. Lu Q E CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-H URS PRIOR TO BEGINNING ANY WORK. �+ 5020 5020 = U, J a N a- Z 00 W dl� Ily ZLj Z d� 11 p r0 Q ZO II II w 1, d'of Z <O +� __- - -- - 5 Z� IL 0 mo -- as - �¢ s 5010 � wo m + II FINISH + — ^--' --- -- 5010 m W� _ _ U7 a ti Yl w GRAD _ --- LJ �Ir N r— n Lo E- O coo 0_' E a 5 -- In M 4 0 W II n 11 1 1 E%.GRADE LJ..( p p H a a _ D_ B SDR 35 PVC SAN.5 W R i (n o In 3 4 S —5000 R 3g C SAN.SEWER 0• R J 5000 O � e . 7 Q m Q 8�WATER MAI F. 35 PVC SAN.SEWER® 13 t1 t N II LccL.I �m G 3 8 R 5 R 0. 99 cwa u cwi W rc 3 vi o li rc P rc rnrv�z~ w w all r w s _III-W vi m ui� rn CA.D. CMK 9 4990 s -- 4990 DATE: 4/14/06 REVISIONS: 3/15/07AB IN al II 6 z 0 a 1 0 o f � °^ z ; z 1 it II APPROVED A BU wy = vi OU�ITY ASSURANCE ILO # i 1 N.N p a q �' ✓� ni N $ Z v Di 4980 a '+ m-- 4980 SCALE: SEE SHEET n o + 3 � w FILE; LAST-PRO_S 6 !21 N S o n PROJECT NO.:BDz osD21.o2 j 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 SHEEL 43 OF 99 s a \� 9L9AN OW 0I N ql o o w o V) of V!N d f�� a4.3,• ,,.z, ='ANI ,VE -max Y N 5 -- -- --- >c �t"3 - m x~ Q IS . 1]1].1 J!11 Ills C aC-4 +00 4Y5�8 --LAST 92uuMsMKLW'/���,lf Am' N_Nz_Krnzyyy 9 . k k��_ x j , / �r 16To-.155.-5•_—_�--10To-'4�2W�Ah�R M W�A AR W�N�ij,e�E�oE LOR Z PCRO LLI LL U N WW_ .8mC. O Z ------_ n SAN SEWER MH 56 Q RIM=50114 741' 49.28' OLT(N5)=4.02 WWcN°° PAIN 1 J immos J tl I m m — �3: ^m '�.`Y a 5� o I Z r R NEVI M'SOR 35 PYC SIN 5 MAIN mMH ^b �y0� / C Q (d9) C = 55 S 0090'00'E i+,00 142�8' n♦w 2p �, NEW OIP WATOT Nmi No ( 'OJT M/I/� II+ H = 6 a� 10 B ZI G •s do), _ :p q 3OW1 50.95 91.74' PARK !1s m h 2N85 SF ANI ( zo,o0s ' 9csaoN5 sz oz�,111 _ t ar' hQ d0aas'E eAi} osni � ,3 � s 00e1C -BENCHMARK#1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23.24.25&26 N 34897.73 NOTE: E 50303.75 ELEV.=5023.28 ° KURT W. -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO SCALE �,� THornso THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, -BENCHMARK#2: WITNESS CORNER("MMCSSA''YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13.14.23&24 PLAN 1" = 30' _o 13499PE CALL ALL UTILITY COMPANIES EISBEFORE EXCAVATION MAY NOT BE TFOIRHT LINES EXACT LOCATIONS.AS OICpTED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO E 50397.83 PROFILE -ems'•, .,.:c��t� ELEV,=4939.18 �S�ONAL tlR�A -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, HORIZ. 1" = 30' q7j III 2093.AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM No.1. -DATUM-NAVD 88 -COB BENCHMARK 11110(ARRDW BOLT ON HYDRANT}ELEVATION=4903,86 VERT, 1" = 5' -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A -SUBTRACT 19.45 FEET FROM BENCHMARK#1 OR#2 ELEVATION TO CONVERT TO COB DATUM. LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COW.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 8+00 9+00 10+00 11+00 12+00 13+00 OR — DENOTES "AS—BUILT" CONDITCN X 5030 - 5030 PVI ELEV 5014l. —_ A.D.--0.67 — K- 7.413 50.0 VC > 46 F NO m 3 m a N s o a s Lu n m a N n a e II n n IOI �, II II Q W w Z 5020 a " w } m, o F' 5020 = �' +w O +w a- D_Z O~ W EX.GRADE•q 3 p - UJ Q O J m ---- — --- Z -------- ------ H +} Zn> p r0 C¢ T GRADE Q ZO J 5 Z cL d Q a? CleIn 5010 ` WA MAIN 5010 U Z �J m H C] Q w W W 1n d' D N m � ALL a Eo W o LJ i -1ti 155 L..8 SDR 35 PVC SAN.S ER 1 R O Q Q Ln U a D J 5000 5000 0 s o s Q „ n a LLI J p II E �II 9i '11 zZn m6i Zp Nq O ngzZ N4- CMK DATE: 4/14/O6 9 4990 -- - 4990 REVISIONS: 3/15/07AB io N N X a a z APPROVED BY: E OUA,UTY ASSURANCE: N i7 OM 4980 4980 „ SEE SHEET w CONFORMS TO CONSTRUCTION RECORDS3E SXL' - s �s a aw a e �= �� FILE; LAST-PRO-Ss h s n s �� IN Rn §5 UTILITIES — OCTOBER, 2006 STREETS — NOVEMBER, 2006 PROJECTNO:BDz 05021.02 j 8+00 9+00 10+00 11+00 12+00 13+00 SHEEL 44 OF 99 s a I m he bd I I (Sa NMO 101 I AB)NTVM3015 I 71 30 1,s'ind I I I I � 1ff V I I ,. i �� � I • zcFi I I W I�� '41 1 W bWl I aLL a CO l �I I Ifz dOIS I ,c o o�� p I 01 'AoYw i cii U Nmm� 1 W 18 m - W�s» m Q oo I I ao E nnz z I•i p ^ r I I "� m'"• ][ f I� I o -- � Ewo Rif^ fp J '`aNFm ^d I I I imn^ U ^d 1 Or W d(7^O Nu' 1W rI�I ails jNFOjm�� m mbom I I m III II . d lit m da�F11�j $=� m Q"'+m$ U Tn `J`= J Z5z Ariw..K 6?= / I- u a il'o `.lno II �'I •am�� J Qa 114 \ qn ~� a ¢wkm co arc - --- -- - -330. nrc�_ I --> 3na¢j I r o �, ^I w =� m In w�v� � I N wam� w - --------- ---- ----- - --- - - -- - - - wP2w t A3I u�irc�S ^ �N2p mam w G_m 1z,a op `` - ------ --- ----- - - - f e KSI _ __ _ IBs.zB' per» arch- �Ow�w W m __ lvow ! - m --, --- ------- ------- ----------- -- --- - - _ fi2J2' - _ rcbw W = 2 k zl• ORPIN Wll 21•A 2'6Ao-J2 I-uC STGRM DpalN 01 'qS•W a • —WARP N V NEW i2•SDR 35 P4L SAN SEWQiEm r R R WAIN 12 _ V dif qq Na 1378.08' =m� wizF v 1.z f7 z$nN,�,i gag N.i �Q/l ul,,--lI m�' co lsR I $ ON�a rc� ifw 'wI�SNOTE: w _ I C� A �GS� \ j O o O i0m a o^O 04 B•I V ABANDON ALL TEMP.BLOW-OFFS AFTER USE. 1 / NOTE: \ -BENCHMARK III: SECTION CORNER(REBAR)COMMON TO SECTIONS 23,24,25&28 N 34897.73 THRUST RESTRAINT CALCULATIONS+ E 50.703.75REDLIE �-TDII r x� KURT ELEV.1 502.3.28 MAIN HORIZONTAL BEND / PA.11 TEE RRMGX RESTRAINT bI DEAD EN08 12 B WERTQLL OFFYT 1.2e _: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO ,,, n.zs zzs aD BD 1 AND YAEroDS L L L L 2,A F THOMSON � THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, -BENCHMARK/2: WITNESS CORNER(•MMCSSA•YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13.14.23&24 �O 13499PE SEWER, TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO N 40219.41 ie A. .aN IT.eN az.ea ze.sz Nz.az I Iw SCALE CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. E 50.787.03 za T.zz 1s.s6 3z.Re TD.]e 1.11 ze.ee BO.se ml.ee 16e.Ts xe.Ds zzazl eaT.ze NA NA PLAN 1" = 30' ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS STH EDITION,MARCH, ELEY. 4939.18 .THRUST CALlLLATORS WERE BASED ON THRUST RESTRAINT DESIGN FOR GUCTILE IRON PIPE.FIFTH EDITION,20D2.PUBUSHED BY THE DU-IRON PPE RESEARCH ASSOCIATION.ALL 20D3.AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM N.1. -DATUM=NAVD 68 RESTRAINTLENGTHS ARE IN FEET. PROFILE DEMINIMUM LENGTH TO BE RE-AMED IN BDTH DIRECTONS FRDM FITDNG.DO DEfAEE BENDS ALSO REQUIRE CONCRETE-UST BU0I -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A -COB BENCHMARK,{CI710(ARROW BOLT ON HYDRANT)ELEVATION 4903.86 GG D)MNIMUM LENGTH TDIBE R STRAINED FROM DEAD MINIMUM LENG'TH FROM BOTXDDBECTONBAFRON0VRL4£S.CX SHOWN.CONCRETE THRUST Bl1MAf ALSO REQUIRED. HORIZ. 1" = 30' -SUBTRACT 1945. FEET FROM BENCHMARK 1(B 0R/2 ELEVATION TO CONVERT TO COB DATUM. NC ESTRAINT LFNCTX L,IS FOR THE LARGER PIPE.IF THE STRAIGHT RUN OF PIPE ON THE SAALL SHE OF THE REDUCER EYCEEDS LB.THEN NO RESTRAINED JOINTS ME NECESSARY. VERT. 1" = 5• LAND SURVEYOR LICENSED IN THE STATE OF M REQUIRED AND BY A PARTY CHIEF OR ENGINEERING FORMED AN EXPERIENCED N CONSTRUCTION I RESTRAINT LFNCTX L,IS FOR THE UPPER PIPE FROM THE BEND.THE PIPE BETWEEN THE BENDS IS TO BE ENTRII RESTRAINED. LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB�s WATER RIPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 010 5010 OR — DENOTES "AS—BUILT" ONDITION m a m zP O a 46 m m m+ rn w� a rc II II< II II 0 000 a " F 5000 = O N w N d + Lu co G, !!!///111 a GG GO Cn Eda- a�Z 0 r Q < 13 uui II m$ > W ~ D: m A,�,I > II II " Ila a 1 Z ,W Z J Ln mad �I II �j mn - O > LL U Ym #m d$ P N j �� �O W - a 0+ 990 i p 1 ^yw and n 1 990 Q� O �O H w a T"',i > a I Ci m w a rc < 3 W r �W +� 9� 1 - -�- _� QZ Za N m w r. a } �m'°m' 1 1 S S $ FINISHED a w 61 6 Q a Z J 3W z 3m � � i�` o cn - , a s Q ORAOE _ n m H C] Q d GO " �a �a �m wa t�II II , m II II p 1 1 II " n d N ti' 1 X.GRADE O g ' m iS V) w N Z m w m j II i Y n II D II> add w � �� HW +(� .7s r-'` ` n a $ II N� O QW a' w o +w 1. --- ` J - 21'STORM DRAIN ano n z w 0 Z !n 4 + -- - MIN.8.5' aY $ 1 > = 980 ;w Z - 980 W 0 a m a 1 z 0 DU N EX.q_/ $ ' _ 0 GRADE NV.=4976.90 I: $ ' >_ w ~ > u O 10:1 GRAVEL TAPER uill. EX.�0:1 GRAV LPN SEWER ACK TO EXISTING NV.IN(SE)=7.61 TAPER BACK O INY.=4973.88 - m a Q V7 NV.IN(SW)-7.47 TQ EXISTING ,.� NEW 12"DIP WATE MAIN w a Q n $ II N Q W 970 4970 IX.12"WATER MAIN >II > w. w e1 2 1 II II> R > - Uw. S in N� C1€ CA.�. CMK 4/14/06 y I- B n m m E REVISIONS: 7/10/06 lw GG al a ¢¢ }y N J U ^ I} 3 j B lim Gm 3/15/07AR > 960 w w a �J nO ¢a w a �$ `oNp z z APPROVED BY: B III D WII II wI ¢gym 11 1 I wx z Z Z Z 8+00 w o� "CONFORMS TO CONSTRUCTION RECORDS" auauiY�ssuR�NCE: It a 1�g1 p oo n=d II> d n ^ — o <+1.� > +�33 + + UTILITIES OCTOBER, 2006 STREETS — NOVEMBER, 2006 SXL- SEE SHEET �a ^m GG . F. 27TH-PRO-WAa In 9 Jg m $ da p � � 16 6, PRO PROJECT NO.:BDz-Dsom.O j SHEEE as OF 99 0+ 10 1+00 2+00 3+00 4+00 5+00 6+00 7+00 s a -- 4i M �n dMs _- -_oNk ca RD _ W� <M 'p'3L'S. ❑ Wm^ f § 4biI.S� a" W oW�l AtW m�i✓ _ N g W$�o WZw¢ -¢i ol+- z� 2 N `O xN , f -262.7 3t u - ma mil ad� ,V1 ------ --- _ - -- -- ---- - - -01 - P }GiAa I fP�lo I -rc�w,Rw� pz3oz� �_'- o __ z ----------�^------- y U£ A ¢z` 36 — m M MX N :: .. N -- ,a u- 1378.08' IIIZ5 YO P SAN SEWER NWN ao n zwo o am Maw xH JB J d - v M � ¢I� RI ' NE S P E E11£R MAIN as W �I NEW MON.(CEN.5 a _ X67H COR.,SECTION 23 ''ll� „ a q W�o p! } N 36276.6� p� ��" �+ 3d LS" K� � >� E 47690.3 _ \ x c �31 a / mYS - it m I m - - - T - - --- _ '-- - - ---- a m` -off M�S�$� ¢J 1 aVl W II iIIINmIi I -I -I - w�¢ 'I 7=- f S b W. �i E^I^ IIII< I JI ¢o-mnn l 01 o0 N E. ..im En FKap v1 I W mg�z I f III II II I AA THRUST RESTRAI T CALCULATIONS' o M1 o W ' 4E vz=moo y�- I -. mar'. I cy r�Un "4 o \ o o AS R ALL TEMP.BLOW-OFFS FTER USE. }yl I I �.V , ¢ R w O O a 1 EDu� y y 3# a I ` I r n 1 0 1WJ In V NAN XOEIEOITAL ENO N.—PI TEE BRANCH RES INTN DEAD ENDS YERTCAL DFiB 11.2 ~ N _ ej I I)` I O 9 T 4 e- 1.2 95 l45 Jo of uRJ uaa 12 Y uA R <mm¢ +III I cm u_ o - I _� I 12 a.zo a.45 Tz66 a�.a4 z9.v ersz n,, uB.es nA uA nsa 3o 7 1as2 xA a `ql w ��°i�'o� I II f" III 1 m Co i_ I 1 u I 1 t� 5.42 10.84 22)9 55.02 14.56 51.41 10]. 1]),IB ]5J4 106B9 12B.95 B.4] NA MA (� •¢�� II 11 n I —O _ I � I 24 2 ,5. az 6 Taa6 6,89 9D. z OJ THRUST CALCULAnoNs MERE BASED O!THRUST RESTRAINT DE�'Gu FOR o CEILE IRON PIPE,FIFTH EUI10N 6...PUBLISHES BY THE DUCTILE I PIPE RESEARCH L ON.ALL � �m DID aEsTHAwT LENS HB ARE IN ET. Vj III I < I II x LL U RtLNININUN-CTH TO BE RESTRAINED IN BOTH OIRECTIONs FHON ITnNC SD DECREE BE P.1� RE CDH.ETE THRUST BLOCK. p IMNAI TO BE RESTRANED M GREATER THAN S FEET.NINIMUM TEN-TO BE RES"NED ON B AN SHOWN.CONIETE THRUST BLOCK ALSO RDDU ED. II 1 m I III 1 11 B I I I O,I NIYUM LENDTH TD BE RESTRAINED FAOI OFAD ENDS AN BOTH DIREC TR FROM vALVEs. o>xESTRAINT LLN-L,11 FOR THE URGER PIPE.IF THE AMNT Run DF RPE ON THE SNAu SIDE OF THE REDUCEREXCEEDS Le.THEN NO RES NED u01NTS ARE NE 4 -BENCHMARK 1• SECTION ER REBAR COMMON TO SECTI NS 23,24,25 de 26 )I I II I I IOgESMINT 1.04 1 L,IS FOR THE UPPER PIPE FROM THE ENO.THE PIPE BETWEEN THE BENDS Is TO BE EN R LY RETRAINED. } � ( ) 1 E ()` N 50303.73 I Ip�( I I O¢ 1 ♦�\ y3 A pi NOTE: 1 ` ELEV_=50 3.20 + I I +q f III 1 II I \ ♦`� -BENCHMARK/2! WITNESS ER("MMCSSA"YELLOW CAPPED BAR)TO SECTION CORN COMMON TO SECTIONS 13.14.23 k KURT W. -EXISTING UNDERGROUND INSTALLATIONS dt PRIVATE UTILITIES SN044N ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THDMSDN �^ THE ENGINEER.THE ENGINEER DOES N07 GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, N 40219.41 ~"O 13499PE ` E ELEV. =49 =0 j4TC SEVER TELEPHONE k TELEVISION MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO - SCALE r♦ CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. O ELEV -4B391B PLAN : 1" = 301 ~��SS , �,•:�'���♦� PERFORMEDLL BE -COB -NAVD B8 110(( aF n ��O TONAL±tltlP 2 03.IAND THE CITY OFMPROVEMENTS ABOZEMAN STNDAARDNMOIFICATIONS,DATED RDANCE WTH OMARCH,NTANA 2004 AND BLIC RADDENDUM No.KS STANDARD SPECIFICATIONS STH EDITION,MARCH, _SUB7BEN HMARK EET F120M BENCHMARK µ1 ORA,y2'ELEVA710N TO CONVERT TO COB DATUM. OR - DENOTES AS—BUILT CONDITION PROFILE `�/' HORIZ. 1" = 30' LAD-UNLESS SURVEYOROTHERWISE LICENSEDSPECIFIED, IN THEALL STATE OFF MONTNA AND BY A STAKING PARTY CHI F OR ENCN ERNG TECHNICIANTHE EXPERIENCED INONSIBLE CHARGE CONSTRUCTION -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COI WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. /� VERT. 1" = 5' LAYOUT AND STAINING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 5020 00 00 020 a r r + ppDO + i5 ¢ a a II II II m a I u }} a a J U ❑ Q d N z E N 4 W N W 0 —v ¢ 3 0 ¢g Be o II " 2 > S S S �V z_ iD s D. a a 5010 W ¢ M WN `5010 F a I. u 1n RD n m r n o as 5 coo II 1 DO m it > E$ t - II °� - +W +� ma a r��lC1 d nW . - --- V U) E E f)m W q Q a� Q arnmrn W rnrn II e F W� r�rn m a q PI '3 t — — w 0 Y Y rn Ul w n1 - w Q J II II , ' E E < E E 5 s s m> °?> FINISHED - ^` Z U)j 5000 w w m a m W a W GRADE 1 5 `-`- ^-- a. {}OO O r p Q O O OIL _ 0 CL} _ D Z - r r O E� Q ME 1.5 7 _ - - MCOVER IN S.W ¢ J � _� Z Z Z Q a r � rn a Z <S IN EW 12"DIP WATER MAIN a ° IN m F 0- uj 3aItI 4990 U IJ p rW3 w v) � V) Q 4990 EX.GRADE® Z wo W Q0 Nw wQH or il.g E z Q + + p = r 49801 zz rJ1 I W Ri 16+00 < S a S c�.D. CMK DATE: 4/14/06 > g REVISIONS: 7/10/06 10/19/06AB 3/15/07AB 4970 z z> z z N a II z z 4970 $ II II j II II IaI EH o�II II 11C II 11 APPROVED BY: K DUAiYASSURA NCE:j M "CONFORMS M m z UTILITIES OCTOBER, 200E�$ am ggo. STREETS — NOVEMBER, 2006 S� SEE SHEET 9 Yr 9 &a &,go go 8 �� o �N 27TH-PRO-WA FILE; PROJECT NO.:Boz—DSG21.D 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 j SHEE( 46 OF 99 s a 0 Y 1E w N a� �a3E /y�/)P�t�M� � zw �557 o� REDS mvFV Z�O W �<UI �m� omM, ` .� —BLOCK 9— ;In Z SEA z� "•} i�Mmin _ An ------_n8 382A2' _ as EP --- — p ----------- - --- f 434,13 Ita — -- — -- 3 _ - z� a � � - - __---_ -- --- --- - - - - - ___ - __--_ ODDl3 — L ——188.4i' � m tea], SEAEA NI — �� ��SOUTH 27TH Ab E.NUE a kB W ■ i00 m E 21 II it L1'� 12-SOR 3] SPN EEW£R Z u.d o v NEW 12"DIP WATER MAIIn rd kp II V S 44 W PW MAIN —— _— _ —_ _ mi o — — — EM — s � fW1O In d LLLnl� o LL I w�ymN a I LL a o In 12 _ <o DO N) I I - N S I r1 rc fO In Fi -� I U j.o , I I z�l=n<�o WS M0 I C) I 4M67 o zw II I IIII :. IILIK�I I gQna3a Ih N I AA I w i I 0l I I jw=M � m = v Q-1 ?m 1 i ED U I ` VV I NOTE I m l I I V' III III alI g I II 3 O , I I I I 1 1 I i4 II I II 1 I q I K I J I I I I ABANDON ALL TEMP.BL)'7W-OFFS.AFTER USE I I I I I °Q N V I STOP ,o I I I I T I 1 pt 14 T q���''. tpo,�r��+,Na NOTE: ; `. M THRUST RESTRAINT CALCULATIONS- KURT W. -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE VTIUTIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO Reoucf ro THOMSON MAIN XORI20NTAL BEEN. +�,ws P TEE BRANOI RESRRAINT W OEAO ENDS 12 B MERTCAI OFFSET 11.2, THE ENGINEER THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, v.2a ns 45 GD ,- IZ ANO YALN34T L, L, L L SCALE =0 13499PE SEWER, TELEPHONE 6:TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO 1zA4 ]MD] ]s] 1zz.ls sses NA N qq CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. IB �',2 Rase izis Reis l Da ti.ee lansa sssas IBB15]BE06 2242R1 861.2B lun na PLAN 1°° = 30' �� -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, PROFILE CONFORMS TO CONSTRUCTION RECORDS f,ONAL TS(tl t 2DD3,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS.DATED MARCH,2004 AND ADDENDUM N0.1. +THRUST CALCULATIONS WERE BASED ON THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE,FIFTH EDITION,—2,PUBLISHED BY THE 011CTRE IRON PIPE RESEARCH ASSOCIATIDN.ALL E IN FEET HORIZ. . 1" = 30' UTILITIES OC TOBE R, 2006 DIM INMIUM INT NS R CTIIEIBE RESTRAINED IN BOTH DWEOTIONS IRON FITTING.9D DEGREE BENDS ALSO REQUIRE CONCRETE THRUST BLOEN. LAND-UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A TWMAN TC BE RESTRAINED TO GREATER THAN 5 FEET.MINIMUM LENGTH TO BE RESTRAINED ON BRANCH SHOWN.CONCRETE THRUST BLOCK ALSO REQUIRED. VERT. : 1" = 5' STREETS — N OVEN BER 2006 SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF DR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION OIMINIMUM LEUGTI TD BE RESTRAINED FROM DEAD ENDS AND FROM—DIRECTIONS FROM VALVES LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. +RESTRAINT LENGTH L,IS FOR THE LARGER PIPE IF THE STRAItlIT RUN OF PIPE ON THE SMALL SIDE OF THE REDUCER EYEEEDS I,,THEN NO RESTRAINED JDINTS ARE NECESSARY. F OIRESTRAINT LENGTH L,IS FDR THE UPPER PIPE FROM THE BEND.THE PIPE BETWEEN THE BENDS IS TO BE ENTIRELY RESTRAINED. 5040 23+00 040 -BENCHMARK it: SECTION CORNER(REBAR) DMMON TO SECTIONS 23.24.25&26 N 34897.73 E 50303.75 ELEV.=5023.25 OR — DENOTES ' AS—BUILT" CONDITIO -BENCHMARK i2 TNESS CORNER("MMCSS "YELLOW CAPPED REBAR TO SECTION CORNER COh MON TO SECTIONS 13.14.23&24 41 E 50397.83 ELEV.=4939.18 i1 F DATUM-NAVD B g _ -COB BENCHMARK AIIID(ARROW BOLT ON HYDRANT)ELEVATION=4B0.88 GGGG -SUBTRACT 19.45 F EET FROM BENCHMARK Ml OR#2 ELEVATION TO CON IERT TD COB DATUM. Ir � U � � a 46 5030 -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB,WATER SUP LY SHALL BE OPERATED BY COB PERSONNEL ONLY. Dd a < 5030 w 3 -THE CONTRACTOR SHALL NOTIFY THE WA DEPARTMENT A MINIMUM F 24-HOURS PRIOR TO BEGINNING ANY WORK. n W. z 8 B o so = — + OW. U P' W Z MC W M I m + N ED (n r 41 < II II ds ao ' II NI nj Mt > II II cil II > Q Q Q 41 s m r N II J--" >ms N� N� n +� r� a- �~+M, +d L�Ey r=r z aK Q z + } m II + a AVW N�w �� 7R W w0 w a a f m II `�� + - W W Q J 5020 _ �+ Z v)> z o W 4 . . II 9 +W 9 >< solo o >-0 Q o 0 n _ S. II II a n < W W FINIS E0 +M' - Z + m o a o II II h .t;i $�$ frrt cR OE " F- p z$ 'I. In d a a a d /// Ta Q _ Q Q II II II II �o II n d c' m o Of Q IL LIj `E s > S 'OIL ��� �� -- - _`- - //` _ NI�NVER E%.GRADE®� G a < n Np p ¢z i 5010 +�d = a _ 5010 Y o o a ' NEW 12"DIP WATER MAIN II IJJ S z a v S 52^SAN SEWER i L.L1 0 a Ir - U N - 0 a ITo�i II j z O o y1 - > O O- Mai n i g 5000 § „ = 5000 Ld rc rr ' Oil ¢ J yF� y� Ly F J yF II 5 S S 5 S 5 S > > CMK S a d w S 5 a Hn Ik RG W. a U. m bl bl BI I "� bl Hn `A.D. 4/14/06 DATE: - e g ZZ 153 E5 19 19 a 4 e REVISIONS: 7/10/06 3 ¢ y > ��. < K 3 3 3 3 > 3 3 3 3 3 3 � 3/15/07A8 4990 } ; } s 990 ;I z z i t z i i Vr+ i z z z = z- _ _ _ =IS' = z `y II II II II 1 II II II 1 II II II II u) 9 APPROVED BY: h n n IN R. F. F pN N N n O IN O b N n DDXMOV ASSURANCE: L N m N w R R a + + + I + + m + + + + + + N + 4°i RW m ea PIm e o & .,�, .N .� o .°' W SCALE: SEE SHEET g gg gg a - m w w a a�1 >d� R �o R6 S �o �o Ra Ro ho �S Ro Ro o Ro i`¢o' RR Ro ELE; 27TH_PRO_WA PROJECT NO.:B02-Dsono 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 SHEET 47 OF 99 3 s a LJm Y U) N IL n� (LNnj�d a,GmN ate. LL _ O m 1n yin l - �N IQnK» _ LI iI W , C /\ O M A Nu " MH 45 000Iz••SDR ffi .N SEDER Mau 25i00 WARP GRQWN o - �.e � --n� � � 4 ■ � J N f a --9 w NU im --`--_ ----- MIN ---` -- ------------7-`-- rcn awn � � rllla�'I p 3� Yg211 � I �` I V) II OR — DENOTES "AS—BUILT" CONDITION ZWa��o I m o €mom i III IS N II 3 27TH i O LL B 27TH ii I I I I W V V a I J I l vl I III n---o I STOPS= I m I �� SII III vz 10 I FFI I I fi mll YI Iu "a I� I I � II I III ! Il (SNINMO i I CAB)XTVM is I / .� Y / p♦��oly T q��.�'. NOTE: ABANDON ALL TEMP.BLOW-OFFS AFTER USE. KURT W. :� TH 99 O E _oT �3499P SCALE ss.; .. ♦♦♦ PLAN 1" = 30' TONAL�uLl�♦ PROFILE HORIZ. 1" = 30' VERT. 1" = 5' 5040 00 5040 5 � � it� 0 S o —_ Uzd m m w N x THRUST RESTRAINT CALCULATIONS- MAN U u U 3 <a M 5030 ` m " " 503{) MAN HOfl120 TAL BEND ML NWA IB TEE BRAND RESR AINTm DEAD ENDS 2 RTCAL OEFSER 11.2 P5 J 11.2fi 225 45 BO AND VALVES IA L L L, 8 Q Z N b p B1p 11 pWp all I I 1" IB 5.4P 10.94 22.T9 SR02 14.59 51.41 Im.05 IT).99 ]A54 10094 129A0 25B.4T NA NA N II B1, N InO> 1 ),)2 15.5E 32.48 )B.38 l.m 2B.B1 B0.58 25SBB IBB.]5 3B1.05 2E4.21 883.29 NA NA m NSi mn b� �9Rs gd g� +w w 0 II a+W m GI IryB < THRUST CALCULATIONS WERE BASED ON THRUST RESTRAINT DE90N FOR DUCTILE IRON PIPE,FlFM EDITION,2002,PUBLISHED BY THE DUCTLE IBM PIPE RESEARCH ASSOCIATION.ALL ME IN REU_ [IJ..I Z II h MR b ry CV b GI BIMINIMRESTR IUM IENGTHNT STO BE RESTRAINED IN BOTH DIRECTIONS FROM FTTNC.9O DEGREE BENDS AL50 REWIRE CONCRETE TiMSf BLOCK. - w mNIIN TO BE RESTRAINED TO GREATER THAN 5 FE T.MINIMUM LENGTH TO BE RESTRAINED ON BRANCH SHOMIN CONCRETE THRUST BLOCK ALSO REQUIRED. MI I M{w > IOMINIMUM LENGTH TO BE RESTRAINED FROM DEAD ENDS AND ROM BOTH DIRECTWS FROM VALVES Q O r y +d }W FINISHED H9RE31RAINT LENGTH LI IS FOR THE LARGER PIPE IF THE SfRAIGXT RUN OF PIPE ON THE SMALL SIDE 6 THE REDUCER IXCEEOS L9,THEN NO RESTRAINED JOINTS NE NECESSARY. U) + N q GRADE 1 D "RESTRAINT LENGTH LI IS FOR THE UPPER PIPE FROM THE BEND.THE PIPE BETWEEN THE BENDS IS TD BE ENTRELY RESTRAINED. a- O ,O ^ Z n cv y W w 0 aIX.GRADE■FL Z f%j j Z E:� 5020 _ - - IN.as' 5020 o Q o N _ COVER of F— ()oe D_ zIL NEW 12'DIP WATER MAIN 5 Z 0 Z _ Z J)Q J d LLJ Z I� H Q Z d a W W LLJ N (n pf N �Q 0 5010 a N II N Ld� � r- Q _ 6 I > Y 00 5010 �9F II y > _ NOTE: w 5;Z (\J - w o a _ - -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO D_ THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, ,` a_ _ SEWER,TELEPHONE&TELEVISION MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLAN STATE LAW REQUIRES CONTRACTOR TO U D O a CALL ALL UTILITY COMPANIES BEFO S RE EXCAVATION FOR EXACT LOCATIONS_ L H O Z" N II -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS STH EDITION,MARCH, 2003.AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,20D4 AND ADDENDUM NO.1. O w 0 o -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION Q Y 5000 NNK-`UN.: 5Q00 LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. bi cc -BENCHMARK#1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23.24.25&26 G N 34897.73 a E 50303.75 ELEV.=5023.28 i' S a IM -BENCHMARK/2: WITNESS CORNER("MMCSSA'YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14,23&24 N 40210.41 ��.D. CMK E 50397.83 4/14/O6 •� ELEV.=4939.18 DATE: REVISIONS: 7/10/06 a a > -DATUM=NAVD 86 d -COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION-4903.B6 3/15/07AB £ -SUBTRACT 19.45 FEET FROM BENCHMARK#1 DR#2 ELEVATION TO CONVERT TO COB DATUM. 4990 z - z- 2: z 4990 -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'B WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. APPROVED BY: " OUALRY ASSURANCE: SCALE: SEE SHEET � Q "CONFORMS TO CONSTRUCTION RECORDS" FILE; 27TH—PRO—WA UTILITIES — OCTOBER, 2006 PROJECT :B 099 0 24+00 25+00 2s+oo STREETS — NOVEMBER, 2006 E 48 OF 3 s a - ����;trtnnp l l 40� Iv5en2I m 0mp{nv� o � R• y H Sm 11 V o N m W A � o ss � In I I�15• 002 m I I Z � �11 a BI III ----- ---- ----`-_-- `-__- IV m - �' NEW 6' IP.WARSYNAIry� MAIN NH 30 lyjOD S Ot'DB'22'W qa 4 .� D0 IVEW-gSOR]5 P SAN SEVER MNN 3 44A0' 0 N Em N �GOLQF1 EYE _sLAN" R MAINS W 40 d --- I m 40.00 - H 85.00 s��Am I.Om r� I 6aC Iw1 0 % Ily �w ono z IEm IVY �a A VV <� Z a _ 5-P NI NNz IV CA Tn� w o y __ OR - DENOTES "AS-BUILT" CONDITION J m M. N g II II O O I - m <'> o x U1 ^x MA a Fy IKURT - o aA iz3PA .�. c� I I o� n� `,A THOMSON � N% re m3a N� _oT13499PE 72, SCALE PLAN 1" = 30' ��O TONAL±1'RSS� NOTE: ABANDON ALL TEMP.BLOW-OFFS AFTER USE, PROFILE HORIZ. 1" = 30' VERT. 1" = 5' 5000 3+00 2+00 1+00 0+00 5000 THRUST RESTRAINT CALCULATIONS* v RL WDE ro 46 VAIN ENDS 12 B RTCAL OFFSET 11.48 11.2b 22.5 15 ID 1' ANO VALN£314 L L Lr L 12 I 1l66 4264 29.5] Am 114] N A I NA Q lfi S42 10.99 Z2.)9 55.02 10.58 51.41 t0i.0] 1)i.K )5.]4 100.84 129.98 2504, NA NA 0 24" i.)2 15.58 ]2.48 ]8.]8 1.00 28.BB 80.58 2m.8fi 188.)b]88.D5 224.21 BBS28 NA NA w r n W q •Tn1 cALcuu1 ARE WD1C BARD ON THRUST Rf51HAINT DRI(n fp1 oucn�IrtON PIPG flit mIIICN,2002,PUBDSXm BY TXf DucnlE IRON PIP[remcARcn AssOannON Ali V' < (�f 5 RC IN FCCT. AIN UM BE REn BE RTO GRINCD IN BOTH OI wNCRCIE THRUST ULOCR �NINIMUM LE-11 TO RED RmTRAMED FROMTER ANOEAUmm 1 AN T. MFRUM ROm ORE nU sa NwMON LRRANcnuslo9N.CONCRfrE THRUST aLOCK AL50 REW IRm. ¢ aREs;NNT EFxU;n E;is ZI DPPfR PIPE FROM HE REND.THE PIPER WfEry Hf RENDR IR Tc Rf EN¶mUCER f.cEmS HEN ND rem RA Nm AR 5 ARE Nmfg RY. refLT remTRAINm Z LEJ W 4990 4990 - W ¢ J n z p ro ¢ 00 an_ z �+ a� ~� 0 Io II .N S a Z z w na _a m� Of z � m �o ¢ o D.20:1 GRAVEL 1 w r` nm W W 11 LEI aI X.GRADE® TAPER BACK )". c V) N I-L� g _ TO EXISTING m- s II LQ � O 0 r g 4980 - - aw o 4980 NOTE: Y W If)~) m � o 1 W +w -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO LJ..I S Z LLI THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER.POWER.GAS.STORM. W p Q LLd SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO Z FlNISHEO 19 fi _].00F CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. tL g MIN.6.5' ¢GRADE U W COME -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, D EX• EX.24' 2003.AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS.DATED MARCH.2004 AND ADDENDUM ND.1. -1 NEW 8•'DIP ATER MAIN GRACE STORM ORP1N ■ m -UNLESS OTHERWSE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A 0 LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION 0 LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Q r m E%.8'WATER MAIN -BENCHMARK p°I: SECTION CORNER(REBAR)COMMON TD SECTIONS 23,24,25&26777�� Q 4970 4970 N 34097.73 W i II a d E 50303.75 1 ELEV-- 5023.28 9 > II INV.=4969.04 -BENCHMARK#2: WTNESS CORNER(-MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14.23&24 S u in N 40219.41 U U I w E 50397.83 ELEV.- 4939.18 CMK y m 19 -DATUM= NAVO 88 4/14/06 -COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION=4903.86 DATE: a iK -SUBTRACT 19.45 FEET FROM BENCHMARK#1 OR p2 ELEVATION TO CONVERT TO COB DATUM. REVISIONS: 7/10/06 al - 3/15/07AB ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'e WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. 4960 - w w m ��cac II yK 4960 - THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORW, of z z z $ w APPROVED BY: o "o II= + OUALIIY ASSURANCE: J "pper z --- 2g om 0a R SX; SEE SHEET +w> o� S "CONFORMS TO CONSTRUCTION RECORDS" E�;GOLDEN�RO_WA 3+00 2+00 1+00 0+00 UTILITIES - OCTOBER, 2006 PROJECT NO.:BDz-DSD2,.0 j STREETS - NOVEMBER, 2006 SHEEE 49 OF 99 s a i II ' II II � II 0 I f 205 ....1 o DISPOSE OF EOVE& . I I m FENCE 9382 SF ( - SAN SEWER MH 34 SEWER NH 30 PoM-49B2.30 - - R 14 LF DF o- INV.INS=73.42 I -INV.INS 24"CLP CULVERT DEPRESSED CURB J° INV.OUT(N)-73.22 ( INV.OUTO=7241 INK IN(SW)_80.50 WITH 3 TRANSITIONS _ I V.OUT(NE)-80�2� a ii TO GRAVEL ACCESS I I n ( ) I Map (TYP.) I aise I )a EX. RE y W m /�� Z R I .� � Ar r/ f f IN IN(NE)=B.20 INV. OUT(SW)=81 03 - o 100-6M-SF_ & W ■ REMOVE&DISPOSE REMOVE&DISPOSE -BLOCK 4- ~� / OF SEX.CONE. _ OF EX BARBWIRE age / TRUCTURE w FENCE STORM DRAIN MH L / I RIM=4963.58 FF1 INV.IN(S)=79.57 / INV.OUT(N)-79. / / / y Z c Em Em - I I NEW HYDRANT J J/ //SAN SEWER MH 31 o 6 '25' I N ED N 372 / /--/_RIM=4981.9 F a..A NEW HYDRANT _1 '3 E 56.98 .Iq l W) 73.64 BOLT37223.B8 (30'S130• ¢o ELEVR 498796 Ny1 / .� /// I OU N)=7 47764.65 Ifj( 3s R-15' ARROW BOLT SAN SEWER =23.66' ELEV.-49B6.55 a - - N S in- RIM=OUT(E)4 I LDENEYE EX.DRIPLINE � _ --,- --`__--- 197.3Y WT(E)-75.10 ri INV. 15.00' NOTE VV R 3 _ --- - ------ --� .' A TPUCT : IX.24•CARP LUL R ABANDON ALL TEMP.BLOW-DFFS AFTER USE. Anie Ba.a - __ REMOVE&DISPOSE INV.IN(SW)-82. rvEW 9 DIP WATDR MAIN COS 9869 oD P OR% N NB5Y3e"w I1�/'� ey9o_. Go /! OF CN E NV.OUT(NE)=B TP j DENEw�'DR1 YGJ 2W!'SDR 39 P4L BAN WER �' / 6.-- 5 / .ya+eLscrV I C - --N ----- 6 11957 SF _ " " _ f. � � 5 OR DENOTES AS-BUILT CONDITION M. TC= VA4V44�� TT'�A N@ - ---�-- -- -- - - -- - -- - 47.7 EX.DRIPLINE Tc- R=15' R0.04' 80,00• SAN SEWER MH 32 ; � + R=3, J 8e 1J��Bs.w L-23.47' m^ 52.70' RIM=49B4.36 '-BLOCK �- KURT W. 4n' - _ - INV.M(W)-74.5D ,A THOMSON '^ 6' yie INV.OUT(NE)=74.313 _OT 13499PE jam; 1 I (Tw.) GG 8 7 SCALE - 0 I �m� 1�569 SF 20111 5F PLAN 1" 30' 'fpO�AL IIPIRR �0 CONE EX.24 REMOVE&DI E 6PROFILE I . LVERT STRUCTURE INV.IN(NE)=B4.15 E 13208 SF HORIZ. 1" = 30' 3r I B SF 202 SF NV.OUT(Sw)-8393 - �-0 VERT. 1" = 5' I I I I� 500D 7+00 6+00 IGH POINT ELEV-495+00 4+00 3+00 2+00 5000 THRUST RESTRAINT CALCULATIONS+ v Rmucf ro �V IGH POINT STA-5+46.1 MAIN NIXNILONTAL BfND tl nos 1 lEE nRMCX RESTRAINT Bf OEAO ENDS 12 a RTGL OFFSET 11.05 11.25 22.5 4Fi BO 1' ANO MALN£6I4 L L L L, PVI STA-5+25 PVI EL -4986.41 12 ILL- a a asf IL d N uA o I AR 41. .�1 IB 3.92 10.69 22.i9 55.02 10.56 51.91 10T.03 1JF.46 )5.34 100.64 129.46 256.4T NA NA A.D.--3.33 ?4• T.T2 15.50 32.H 11- 1.OD -MR 0U. 055.00 I00.)5 306.05 224.21 020 NA NA w K-45.03 !u 0 ST C OU-045 WERE BASED ON MRUST RCSMANT DESIGN FOR DUCTLC IRON PIPE,FIFTH EDITION,?002,PUBUSHED FIT THE DUCTILE IRON PIPE RSCMCN MSOCIATON,ALL V/ Z 150.00'VC aMaMio w 1(MT" Tarvm IN eoTH olRmnons FROM FITTnc.BD D"_BE m IRE.A Rusr eLDCN. Q o m m m 'MINIMUM BE R-R REATRAINM T1AN s FEET �M'cnUsnowN,cW CRETHTE THRM BmCN ALSO REQUIRED. AND FROM U) n1NESTNABJTENtGircTriDLa FROM vlvE Ery ¢ j END N w TnE LARDED .IF m S 15 OF THE REDUCER ESc1=NeD U.THEN NO RESTRAINED MINTS ME NEC65ART F''� O W V U p + W 'RESTRAINT LE]YG1H L,I5 FUR THE UPPER PIPE FRONSTHE BEND.lHE PIPE BEIMEN THE BENDS IS TO BE ENTIRELY RESTRAINED. ly Z Op G J LJ < w 4990 y �FI II II .. ED y 499D Z p Q 0+ I II ^I II a ^!Zi w FINISHED + +LI GRADE a (n Q Z 0_ c �_ O n d E%.GRADE B a 11 5 Z Z a �' c+�n Gz QV7 - 11 z- _J w ------ -- --- 21"STORM \.�,f m H Q et Be wlj DRAIN MIN.6.5' ' - N L�jJ 0 E COVER x _ N p O H & 4980 - 4980 NOTE: Y w u~i m 3} w -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTIUTIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO W Z W THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM. EJ..I S Z w N SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REquIRES CONTRACTOR TO Q a m CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. U p_ S ^ F O ' a e -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, O U' e a a 2003.AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH.2DD4 AND ADDENDUM No.1. GG 12-SAN E II " E > C IQ -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A O i 3 ~ LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION A SEWER z z 3 LAYOUT AND STAKING TECHNIQUES AS ARE REWIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. Q g z E, n 11 -BENCHMARK#I: SECTION CORNER(REBAR)COMMON TO SECTIONS 23,24,25&26 Q 4970 z t 4970 N 34897.73 W i lil, E 50303.75 ELEY.-5023.28$ n J N J -BENCHMARK#2: WITNESS CORNER •MMCSSA•YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14,23&24 w $ Jci w U1 N 4D219.41 S S i? 1 u 1 u S I E 50397.83 P T" W. m S 5 ELEV.-4939.18 g < DO1A rn m w m w ED w -DATUM =NAVD 68 (;,J1.D. CMK BG F j E, E, j -COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION=4903.86 DATE: 4/14/06 M -SUBTRACT 19.45 FEET FROM BENCHMARK#1 OR#2 ELEVATION TO CONVERT TO LOB DATUM. REVISIONS: 7/10/06 m MS Q Mi a ro a ro N N -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB''WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. 3/15/07AB 4960 4960 -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK za i z i z z�l z i W. i zi z z z z = zi 'I E E II j E II E II`s e z II E E E II E II E II II II APPROVED BY: n14 DU4ITY ASSURA NCE: + ++ + + +m 9In 2m d $ gGG IW4 �. .. SCALE: SEE SHEET -< e T g w T -T CONFORMS TO CONSTRUCTION RECORDS EILE;GOLOEN_PRO_WA 7+00 6+00 5+00 4+00 3+00 2+00 UTILITIES - OCTOBER, 2006 PROJECT NO.:BDz-DSD2,.D j STREETS - NOVEMBER, 2006 SHEEE 50 OF 99 s a � e w888 Of IN } 1 } I fa 5 IFay �`2 / L Ao r N7 v a r `��. 71 0 Z 3 6 n II % 6 19jo�o M+o s, ivm Y vam �o to �v® V} V1Ng w 4 R 1 r Wes, () IS it c < II d 1 1&5 `a �� a � ^}1 ye�v✓ �w=L'�� Da ¢off 1 w �vz==� - >J F3 � m z AMEM _4�C K^ 111`to 9/ 1^'M 1 �] �OOInyZ `�4 \ N�SfiBHB.72 } pl`� 1'wir vi 1 II(w�»ii 1" - - - I- - NJ=i» -- Y 12 91 / o`/ q \ E 48665.53 '� a z 63.J8' -+� \ -n6a / .. ■ H 12 _ oor� .� 9� 0 116 LF NEW 36"ARCH RCP - �/ so 41 LF - N �S B ♦D DRAIN®01 - - B M N1 _ ]N MH le -- - - - - 0^3 Ae SM1 0a' S 'F'2- \'9 ' - WITH FETS 5 mR.swr w 10 Iry Ew a'axl Bs Pie sqN 9 ER MAIN ���1 - OB \ 26 •'x43 i')CULVERT /x $ - + ,-s Dlos'sa•w ��c.se• 18'd5 1Troo �, 9 6 iyim vE IX.B"wAIFR MAIN - _ F-.q p`7� g0� WETLA DS INV.IN(SE) B2.11 X Z 73712 F INV.OUT( =8D.O5" W h x C � V _6 IIm �rc �r N\ iivv o�wnlN. Fm�m�l1,,,rion�n{ ¢ E 486 5.67 6 / 'n' w Z AA z� II O' $CErwlll W.O,O� Yli � / S'o \ ., � }Kola � VV rZ r a ETLA 6 SET ACK + yaw z r ii L W� �> w Y 27 br t 5F �°rll=-oa ec ti / n� d1�aa,ZW 1 mks b;a 19� /J// /�/ KURT W. tea ' I ON wa"�il Mni� .f' / i -v� zm- a�ooww �.pE THOMSO � mQR.1 ..... -_ inn 1 D .,,�Aio it,� s.. ,. p 13499PE 72�� NOTE: ABANDON ALL TEMP.BLOW-OFFS AFTER USE. THRUST RESTRAINT CALCULATIONS- 5010 17+00 18+00 19+00 20+00 5010 WIN oplH WNTM.BEND 0 ®*TEE BRMiCH PESTRAINTNI OEAO ENOB 12 B RTICAL OFFSET 11.25 11.25 22.E 45 OO 8 B 1 ANO VALVES(* L, 1 L� 1 1 L, Lv IL I 2!M I].B] II-1]O.D] 41B1 111BJ 1Yl.lE BS.BS N0. 1 NA I NA INAI A 16 4.58 z P,4B ]5p N TH mr CN3.OUTO19 WERE BASE]ON THRUST RESTRMNT DESIGN FOR DULTLE IRON PIPE RFTH EBIIION.MOl,PUBLISHED BY THE OUCEIIE INQH PIPE RESEARCH ASSOLIATON.ALL q[81RNIT LEND1X5 ARE IN FEET. PIA STA=18+82.7 2W�M�INMUC IE 1 1 BE RESTUINm IN BOM OREDTIONS FROM FITIINL.BD DECREE BENDS AI50 REQUIRE CONCRETE THRUST 111, PM ELEY=4988.1 "MMN t0 E RESTRANED TO GREATER THAN 5 1 ,NINIMUM LENGTH TO BE RETRAINED CN BRANCH SHOWN CONCRETE THRUST III ALSO REOUIIEO, NINUML N_N'IN LF11CT1 L�SRFOR IN mLnftLEA PEPE ITNDS TIEASIRAIOIT RUN OF�PIPEOON TIE�ISMALL SEE OF THE PEOUCER EALEE05 4•THEN NO ESIRAINEO JOINTS ARE NELE59MtY. A.D._-1.7D BMESIRAIN F LEBICTI LI IS FOR 'HE UPPER PIPE FROM THE BEND,THE PIPE BETNEEN THE BENDS IS TO BE ENTIRELY RESTRAINED. K=50.73 5000 5000 OR - DENOTES "AS-BUILT" CONDITIO`J -_ (Jy T ¢ w m X 16 14+00 15+00 16+00 Y 3� m r N LOW POINT ELEV=4975.61 $ m ' 1 �+ Lu Ir + LOW POINT ST =14-H8.20 } SCALE (n a' PN STA 1a+5, � " II } + PLAN : 1" = 30' Q a PVI ELEY 4975.41 4990 m 4990 PROFILE _ a aD.036� w m HORIZ. 1° = 30' a- z VERT. 1" = 5' Ci rc z MIN.6. Z In] Z u m 3 a FINISHED COVER O r Q O O rc o r 'd o 6 m Ka I dl Q Z}} �� _5 a z� Ifj a ui v$ n yy' o m" o f II >II +d Z Z I II �'Q I II - a J �IUW < fn< - Q > 1 > a? EX.20:1 GRAVEL an d J EX GRADE®� Q E Z J Q d 1 cd. r d ° $cy $aae� TAPER BACK S - _ - - - m m H Q 4980 m m - - _-- - N 4980 W 5 ^J S IXY.-4980.73 II ¢ Ln M. N a - MIN. n i y w N En O Q J COVERER F a Y wEn m �07 0 I L d 0 p W S z NEW r DIP WATER AIN rD, o II _ w o a U) e GRADE INV.-4975.14 I DO N o nn U d " S W o - n o INV. (SE)-71.65 @ I o BID 1r I Ow INV. (SW)=71.81 n I r ra 4970 < r } 4970 O w II 3 w II to oa NH qp E =° z IN LJ_I Q( EX.8-WATER MAIN II > `h T6 II m UK < _ p60 II om II + am m� 'I r nN ro mn rN O r ON a � s� sm .6gm a w a a m a a a a CMK 49s0 @ 496D "CONFORMS TO CONSTRUCTION RECORDS" DATE: 4/14/O6 16+00 17+00 18+00 19+00 20+00 REVISIONS: 4/14/06AB ;p o UTILITIES - OCTOBER, 2006 3/15/07AG m wi p STREETS - NOVEMBER, 2006 E 1�- B a OO u1n T`F m OOa°O 2J F Y UH W rcl 10 dd mma x p1 z I NOTE: -BENCHMARK$1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23,24,25&26 z N 34B97.73 APPROVED BY: nod 1Zi wi -EXISTING UNDERGROUND INSTALLATIONS h PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO E 50303.75 ' OU4ITY ASSURANCE: BI II vl '1'-•G zf z II II am II THE ENGINEER.THE ENGINEER GOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER.POWER.GAS.STORM. ELEV.=5023.28 >v SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO S 'J '1zzz0 �m II'o A 00 d�n "m CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -BENCHMARK+y2: WITNESS CORNER('MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 11 14. 23&2 n&� Ttr N 40219.41 4950 L+ &zzzzj' z $€ $Zz $ 4g50 -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, E 50397.83 2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM N.1. ELEV.=4939.18 SEE SHEET SChLE -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A -DATUM-NAVD 88 " am um1 aN m `d'd 'a� LAND SURVEYOR LICENSED I I THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION -COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION= 4903.8E FILE. ENTER-PRO-WA LAYOUT AND STAKING TECHNIDOES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -SUBTRACT 19.45 FEET FROM BENCHMARK#1 OR#2 ELEVATION TO CONVERT TO COB DATUM. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. PROJECT NO.:BOZ 05021.02 j SHEET 51 OF 99 14+00 15+( -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. s a t!1 n O m slz G�`'r• \\ SEWER MH 22 IM-4989.84 INV.� IN(SE)=76.BB INV.OUT(NN0-78.6fi ' \ `. •�� t4, \ 3�? TRIG � � � � �/ \\ Pay ' a \ INSTALL 2", �q-�3 -BLOCK 3- BE I m TEMP. W m O N• Eo OW-OFF ' $m As S 7 $C ,STORM GRAIN MH R AN SEWER MH 23 W c n RIM-4991.07 RIM-4891.79 EX. ARBWIRE .0,. INV.IN(SE)=6B.76 INV.IN(E)=79.71 FENCE Ty ■ V �'N 13. ^v, Rv$�_;�q_• `)`•`NV.OUT(SW)-86.5 INV.OAU;T(NW)-79.51 sT=4991R76 MHS 49724 SF NV.IN(E)-67.17 r \ yQ ev Y \~ INV.OUT(NW)=8fi.97 I TEMP.0 END (3CADE BUTTON DELINEim ATORS(SEE x c V) \ 'I'h19y aT DD DRAIN 0 0.5% TALL) - - - .���1$j�N NO. .fib o I� ®S S -YFS� -o YX 8 NT 29gB PYL STDI JOAIN MAIN 9°o z SmdM+ri "R O.S G7 R=15 s•1s ez�DD ie M - aB33•DT, a esr56" z4+6Q �w z 0.79 L�1 a s Bu Ds-E .a r i)e� %. ONITORN zxoD zl II NT J 1 LL LOCATION Ear NE18 - NTI��TER au N _N` N_ N 4DN AA-N �W- c(�ymSl -8"FLARED `$5 I I -- L 5-�= -- -- J y� SCALE 1 D SECTIONSTpRM OR E RPRI$E■n 30 , SAN SEWER MH 76 PLAN 1„ = 30' N 36913.31 NLEf R7(TYPE II u RIM=499319 L: UTFALL RUCTURE E 48851.53 I 344 S t l PROFILE OP OF TRUCTU RE INK=86.00 TC-4991 2 g u INV.IN(E)=80.49 1 LF 1®a -9000 Pvc 1 lyD _ 2 I ' ` { HORIZ. 1 30' V.OUT(PoM=9 INV INS49 INV.M(NE)=86.00 D NTION NW)-87 TD- S S NV..OUT(W)-80.29 6347 SF VERT. 1" = 5' e.57. 1 CUT(sW),86.00 FOND 12 PARK L99 I ( RI-I I I STA 0+ 39495 SF ( m ( II , (3o'K30')-.B�0 C K 1�] I r11111 INLET n(' NEW HYDRANT N 36913. DI r I I I TG=E 48964.7 IRIAITKURTLE _oT 13499PE IN DTE: ABANDON ALL TEMP.BLOW-OFFS AFTER USE. THRUST RESTRAINT CALCULATIONS' REDurr TD MAIN NORRONTAL BEND tle H R M DEAD ENDS DCAL OEFE 11ffi 6 N N " AND VALVEB84 4 L� 8 1 4.20 I BA9 I 1).86 22.84 1 29.5)I I""' 138.86 NA NA )2.53 18NA) 10.62 I NA 4 -THRUST CALCULATONS MERE BASED ON THRUST RESTRAINT DEBCN FOR DUCTILE IRON PIPE,FIFTH EDITION,2002.PUBLISHED BY THE DUCTILE IRDN PIPE RESEARCH ASNOCIARDN_ALL OY ETTI 00 DEGREE SENDS AISO REWIRE CONCRETE THRUST sLDCN. IENCiH ro BE RESTRANm ON BRANDH SHOMN_CONDRETE THRUST BLOCK AMD REQUIRED. FROM ROTH DI LARGER PIPE FNTHE STRAIGHT RUN OF THEIR NO RESTRAINED JOINTS ARE NECESSARY_ RESTRAINT LENDTH LI IS FOR THE UPPER PIPE FROM THE BEND.THE OF SETNEEN THE BENDS SS ro BE THE RESTRAINED Le 5010 19+00 20+00 21+00 22+00 23+00 24+00 5010 OR - DENOTES "AS-BUILT" CONDITION _ o XLo w + V cV a �_ U) a -A 18-62.7 a NOTE: ❑_ 0_'Z U1 LLv 4s6e.1 �' < ULJ -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO LLI O THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERMCE LINES(WATER,POWER,GAS,STORM, V UJ Z J~ 5 58.73 Ygs m SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO Z 5000 100.0 5D0a CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. O w- Q ' + r z* ^ -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION, MARCH, II) QI'm p + 2003,ANO THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM N.1. C Z _; a m II a. m II II II II$ II -UNLESS OTHERWSE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A Z _ Q a a o a W II II II$ > a> II 20.1 GRAVEL LANO SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION Es � Z J Q L2 Tn + m n E MJ E MJ of TAPER BACK d LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. m Of Q a tR rc m = $ n w ry -BENCHMARK 1)1: SECTION CORNER(REBAR)COMMON TD SECTIONS 23,24,25&26 LJ n^ a$ + +w `� IN34897.73 cn N , --�- - - &.509G - E 50303.75 p O D e II ------- ,- _ ELEV.=5023,28 V1 Q J d `* FUT.¢ II _ LFINISHED��GRADE -BENCHMARK#2: WTNESS CORNER("MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13.14,23&24 Y p m GRADE N 40218.41 TJ..I S Z Ed 4990 4990 E 50397.83 LLI o a LO m IX.GRADE■ ELEV.=4939.18 Y D' 0' e -DATUM=NAVD 88 U D_ 0- 7 S -COB BENCHMARK 1110 ARROW BOLT ON HYDRANT)ELEVATION=4903.85 `' MIN.6.5' FUT.B"WATER MAIN y ( T) E2 Lys L" COVER - -SUBTRACT 19.45 FEET FROM BENCHMARK#1 OR p2 ELEVATION TO CONVERT TO COB DATUM. C NEW 'DIP WATER MAIN - -------- -- ----- - Z _- -- -- -- -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'B WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. O W - -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WOO Q � � Q m M $ Ld N 0 4980 m w m $ a 4980 CMK _ E n� DATE: 4/14/06 rc m oNdWI- `a 3/15/07A o8 II= o REVISIONS: 3ww -$ z D 51 � m z ° N � APPROVED BY: z � 4970 h I II > i - . � N�' 4970 in W auauiY ASSURANCE: z m �' II J .il 20 N_ N n E'_ n m z N "CONFORMS TO CONSTRUCTION RECORDS" S(f •, SEE SHEET TILE; m' �n a pn rI`i q ,X, o a o qo m ENTER-PRO-WA UTILITIES - OCTOBER, 2006 PROJECT NO.:BO2 05021.02 s - 1s+oo 20+00 21+00 22+00 23+00 24+00 STREETS - NOVEMBER, 2006 SHEET 52 OF 99 a r d V Y I ram" �• 4 b �A•J �\ 'J J', �1'�j�Y O 'L9 f / 8�4 R7 :: - 9�g} l'Le.M fF-lyfl �a�,, �s ✓y� - 19 vt`�a'�tl �•gS. � O,, NOTE: sF-,�a• a1•a1� $o 7 � � s�aAA�slm�l` o Fm�ij•^yf� / - \ O�j �A,, � ��r ABANDON ALL TEMP.BLOW-OFF AFTER USE. / '� °45r�'� '�,?y_''l� y¢ �za v � �s\�•W w�a 'I} 34'G �°o od°ors�d� � � �, �°iry F�RkN �Gv z\q h SF 51 W m o 1 ,(go-] ero V� ��.°�ry�ry - �. ��f $3� QR� / ��� �61b � ■ 4r Q 4 0 1+. s J S�yy• 566.85 / 99 ' h 4 W o � � �13Q dg° � HOG — G�51'I59 -�:�- - 96• � �w p � 98 63 'fi '� �`Z�g 106.03• — --- -- -- g9.11' .. at � T OG� x/ zb � 6y \\�' S`3°a�a�k •�•d$`s� `-5eS` lacM" } Al Ti$drpjr a3tl +//�(J'y� $Ao•Vs �j3,'r, YP g.�iy may. �q 2mGl o NOTE: KURT -EXISDNG UNDERGROUND INSTALLATIONS b•PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO SCALE �,� THOMSON THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER.POWER, GAS,STORM, PLAN 1' = 30' SOT 13499PE SEWER,TELEPHONE tX TELEVISION MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS STATE LAW RE DUIRES CONTRACTOR TO �/-�`'�''✓''�/ PROFILE .ems'•, .,.:c��t� CALL ALL UTILITY COMPANIES BE�ORE EXCAVATION FOR EXACT LOCATIONS. PROFILE 1' = 301 'i;0A1AL�I�LAN`A -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, 0 R — DENOTES "A S—BUILT" C 0 N D I TI 0 N H R I 1 = 5'2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,20D4 AND ADDENDUM ND.I. -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A v LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REWIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 BENCHMARK,y1: SECTI04 CORNER(REBAR)COMMON TO SECTIONS 23,24.25 de 26 N 34 7.73 E 50 3.75 ELEV.-5023.28 5010 a 5010 _ N 40 9.41 All HORIZONTAL 5EN0 tl,n„GI lEE BRANCH REBINAINTm GE FLAGS 1P B 4TATICAL OFFSET 11. E 5G 7.83 11-z5 e3-5 45 R ANG ALVESm ELEV.-4939.18 tz I M t I 46 DATUM =NAVO 88 le R42 1D.94 ]2.)Y 55.2 10.56 11.41 IOT.D! )].K i5.D4 1G0.99 129.98 2 64) NA NA � COB BENCHMARK#1110 ARROW BOLT ON HYDRANT)ELEVATION.;490586 i-�z ISSD �x-ae >•s B LGa xB.B9 9G-5B 55.BB 1Bs�s see-Gs zza.zl a s.ze Na NA a g O y _ PVI ELIE =48 .53 RES ANT LENGIXS ARE IN FEET- - mY UM LENGTH TORE RESTRAINED N BOTH DIRECTIONS MOM R71NO 10 DEGREE BENDS ALSO REQUIRE CONCRETE THRUST BLOCK. �� O A.D._-1.3 ANY EXISTING OR NEW V VES WHICH CONTROL TH COB'e WATER SUPPLY S ALL BE OPEnATED BY CO PERSONNEL ONLY. mY TO BE RESTRAINED TO CREATE TiANSFEET.MINIMUSIUM-1 BE RESTRAINED ON BRANCH SHO .CONCRETE THRUST BLOCK ALS REQUIRED. [f 0 K=63,57 mY YUY LENGTH TO BE RESIRANI ED OY DEAD ENDS AND MGM BOTH)IR—ONS FROM VALVES. Ml �• + THE CONTRACTOR SHA NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO BEGINNING ANY WORK. MR 1RA NT LENGTH L,IS FOR THE GER PIPE.IF THE STRAIGHT RUN OF PIPE ON THE SMALL SIDE OF E REDUCER EXCEEDS L,,THEN NO REMAINED JOINTS ARE M Yi mR TRAINT LENGTH L,IS FOR THE U PER PIPE FROM THE BEND.THE P E BEfREEN THE BENDS IS TO BE NRRELY RESTRAINED- +d V/ Go 1OO.D0'VT: Q a 5000 5000 = U) a -- �- o wr wo r. GO 2m T — �p �oa o0 wa a as ado n'm — (n Qw Z d+ II I II 1 1 II II y� 1 1 FINISHED —�—� ~ O10 II w np�W O1>m Yi n w GRADE Z Z Z a G'I Lj N W LQiw +W — (� Q fn Z _j Q� HL ~~MIN-6-5'— iO m m H Q V1 4990 ac ow o -�- 4990 w m w Of LLI NEW S"DIP WATER MAIN n g w t�v II V) �p N Z In m Q Ed �i m II 2 od m Y w II y w Q m w S z o a - GO EX.GRADE®� D_= U }Q}i i m z � a 0 Y Q a 4980 �`_1 e Z 4980 p o R LF OF 2"FOAMBOARO II um; o w' dw d$a Q of O1 IGID INSULATION,2'WIDE II ' w cz CENTERED ON PIPE m Z 8+00 Ro � Y E i•D c�.D. E q g z rn p d rc m d rc CMK m aI I L'tli DATE: 4/14/06 9 4970 n 1 D, a m s m m e 4970 REVISIONS:3/15/07AB w m ~ m Y Q 4 Q Q > pry Q q , o % > g 3 3 S 3 ; M n �� m m =� m m m � =w m CONFORMS T CONSTRUCTION RECORDS _ _ - _ _ _ _ _ z _ UTILIT S — OCTOBER, 2006 APPROVED BY: a W QUALITY ASSURANCE: '° "' " '' STREETS NOVEMBER, 2006 4960 $ $ € 4960 Ste; SEE SHEET n NS In EIL[PARKWAY-PRO_WA 3a � a w� ap aln so M1f dN a nw n Sm � :m �� ^o S Sw Sa 3 Sa 5� Sm S 3� Fa Sa Sm Sa PROJECT NO.:Boz 0502I.o2 0 j SHEEf 53 OF 99 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 s a II m e a II w ¢^gi f I m Ih LL I I � r� In §=o M o , rn com o itcm DO H- Z O rc=3 --- r a. tp Q+W 49-15' - m a f V - T _ ---- < � MH 2B SEWER ATE w rn PAR S KWAY �NI - �- �,ERMAN _ _EB,w roBas Roou d€3.aan P.N SEE J n RIM=4WER in w z t9• W m 35 Pw INV.IN S-87.79 J V Z n S x"Iu II a0 IoHr NEwO 15 jBB Z INV.OUT(NE)=87.59 dOls� 4 aiI I �� 5�1 �zzw G� _LL �RII_o II - 89.81 - 292 9J4' iQ=K 50 76' loo.06 01 B4m �' NEW B SX EYCB4N SEINER MAIN MR 2Bu ARKWAY AVENUE �- -_ t. 30 4 51 B2 N W ■ - loD awaRP -�` 10FDD S D1T14b1• to W.7 _ ��� IYPRP m 14B 1S 11400 �e rs�rw DIP WATER MAIN A -0.02'14 -0D0.0'L=•dYT ridm e C <g N 3 <n Lain") mill � - in -_ ¢F 3Zw<u N NN -- - �� --9- ---- 73.35 b 0-E^q O Y 6 fi.76' - 12360 SF 1, 101.52' IN wl n o I I ,� I' 1 09' - ---i6. ----71.26 J 2.34 � Lb gI$�I'rAn1xI�• o � r7n Y O �I ^ ^3 3- � I ■ STOP R,-, �� N a `° U CDi.NN I�gn PARKWAYS s m V V I ! f �k ! 2 "��-x�K� ylllf I I� -BENCHMARK ITT: SECTION CORNER(REBAR)COMMON TO SECTIONS 23,24.25,4 25 N 34897.73 E 5030.3.75 ELEV.=5023.28 -BENCHMARK#2: WITNESS CORNER('YANCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14,23&24M- NOTE: N 40219.41 NOTE ° KURT W. E 30397.83 _� SCALE :� T1 9 E -EYISTING UNDERGROUND INSTALLATIONS k PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO ELEV.=4939.1B ABANDON ALL TEMP.BLOW-OFFS AFTER USE. p 13499PE --E EI,GINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, PLAN 1>, = 3OE SEWER,TELEPHONE do TELEVISION)MAY NOT BE STRAIGHT ONES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO -DATUM=NAVD 88 PROFILE =ems••, .,.:c��t� CALL ALL UTIUTY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS -COBTBENCHRACT 19M46 FEET FROM BENCHMARKBUILT ON {HYDRANT)E ELEVATION N TO 4C903,86 TO COB DATUM. PROFILE HORIZ 1>, = 3OE 2DO3,IMP AND THE CITY OF BOZEMAN STENTS SHALL BE ANDARDED NMODIFICATI05,DATED MARCH,2DD4 ANDRKS STANDARD ADDENDUM NO.6PECIFlCATIONS 57H EDITION,MARCH. _ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. VERT. : 1" = 5' -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. LAND SURVEYOR UCENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 "CONFORMS TO CONSTRUCTION RECORDS" OR - DENOTES "AS BUILT" CONDITION THRUST RESTRAINT CALCULATIONS- UTILITIES OCTOBER, 2006 /�Z 5030 \ / MAIN HOR-ST3 B STREETS BTBEND 44 30e I EE BRANCX REB RAINTO DEAD ENDI N A VERTCAL OFFSET 11.25 5030 - X 1E 4.20 B.46 IT.SB 42.04 EB.b) BEBZ 119.TC 1]B.BS NA NA TE.]IOb.OT 10.52 NA b.42 10.84 EE.)B 55.DE 14.bS 51.41 lOT.03 1TT.4B Tb.34 1W.B91ES. 25S.4T NA NA `1H RUST CALOI LATHS WERE EUB ED ON THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE.FIFTH EOI ION,2002,PUBLISHED BY THE DUC na IRON PIPE RESEARCH ASBOOA RON.ALL 46 RESTRAINT LENGTHS ARE IN FEET. MINIMUM LENGTH ED HE R A ROD IN BOTH DIRECTaHs FROM FI NC.BO DEOSEE BENDS ALSO BE CONCCRETE THRUST BLOCK. OIMAIN TO B THAN 5 FEETLEN TH TO BE RESTRAINED ON BRANC 91DWN. CREIE THRUST-ALSD REQUIRED. OIMINIMUM LENGTH ED BE RESTRA ROD FROM DEAD ENDS AND END.3DTH DIRECTIDNE BROM IIALVES. 4IRESTEAINT TENCTH L,Is FOR E IS FOR 1 C LARGERUPPER, IF HE E BEND�T U PIPE BETv,EEN THE PER rs E ERnRELY RESTRAINED.mLL'TME Na RESTRnIrv[D JOINTS ARE N MY. Q LL.I + UD 5020 5020 = d a- �z In w 8+00 ¢ L O A�y Z z a�o Z �o o � � N _ a' 0 Go 5 Z Z 'a o c]n aI 43 - Q Ln Q Z J¢ 5010 �`. a" �� __ 5010 m Fzo ¢ wc~il I, T1Iy> all �� ISHED --------------------- FINV) PV!+.!C N � Q N II II wRj '� rtGRADE -,_---- N m ¢Z a8 ' w�M'J mj +� �w o +w n m w w MIN w �� WISO o0 3Q . w SD Q a -� n } ---R` -`^- MIN.B.5' - 11� It �EX.GRADE®� m UEL H + 22 COVER ]C H D Z+ - NEW 8*DIP ATER MAIN ro � of a 5000 ___ 5000 O a w --� -- 9 p - - n , Q 1 j of m INV. =4997.34 a II > ? L d a _ w um- INV.=4995.10 $ - rc F rc rc J rc H ED CMK 4990 - 4990 4/14/O6 > 7 _ IY i}1 bl ff,I En HI bl HI HI b! bi I F bl b! Ili DATE: 3/15/07AB B a a a a a a a ~ a a a a REVISIONS: >_ of �• - ; j ap Wj rF 3 3: 3 3 3 3 3 3 S 3 > rc al '♦b N a.a m i rc Z % o Z ; W Z z Z Z APPROUEO BY: II E E 1 II II II N II II II II l a E II E II II QUALITY ASSURANCE: ,�1'utr.Iti='z �a n Ci In n In a ,9i ,^n a ry ',Pi I$$ �I'� ',S •� ,Qi o°'o �i n 3 n u ; N1=`� n m> }< ++' ,v a }; o + + + N N •O! n HT a $ O u+t M1 u40 + + IS 4980 -- + 4980 z z o SCALE: SEE SHEET II II � a � n � r a � n eQI s• � � o n PARKWAY-PRO_WA a sg s �� �8 � �� wg w� �� n� w� R FILE; PROJECT NO.:BDz oso2,.D2 0 j 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SHEEL 54 OF 99 s a RR o� rxw C) f Im off 00 OJ gzp N ��� m M �HK 1 w 8 K= 04 as.1s' a» 1° 11 I f UI S 7BBB SF 0 ---- ^ --- ae' 13037 SF I + 4 Y m ^I j - 6J SAN SEWER MH 51 I I vl o PARKWAY■ 76. RIM�5015.70 EW HYDRANT U 'MH w NH 50 INV.IN(S)=5.20 @¢ N 35242.18 I I f �bl + �� O N 5o� 1 it 16 0 2z 1g. INK OUT(NE)-5.00 ARROW BOLT I G 34 521 m M H7 1O I I } c V.-5D18.B8 1 o -_ �•� 70_DD' 72 oD I os �._----- -- 1 T�Dh, - --- I FFF-+ �- -- -- -- - 65.43'� - - 7fi.43' 1 _ __ �BI� 1 �! _ - --- J 100.0fi' --- _ MHb R= - I� IN m O - 6200 1i rwy 6,30 `~� le aD - L=23.56' le n.Dc L=23.5B'NEM B- 35 N5EZ1ER mau : K y g `�- i I-n c y,pO.DD• �v.'z = _ .DD Y AVENUE YI •� N B DI'Ol'S4"W 2PFO0 4 ^n 'f N 15400' - 1'S4'N 21 _ 1_ 286.16' CO `_ +.` s3 41.3y ARKWAY AVENUE M N KLwi�w� J L WAR, I- 2emt 11 ■ ICI NEW B"OIP WATER MNN Z. S n y eC s Imo m holy 06 r-'_ �a O� r WQw F mn IJ II II 02.wiv1 garc Z _ J = 49"'PARK 16.91`'no 96,20' 74.92' im _ Y 73.84 in S. 2.00' c d 4466 SF m 11144 SF F ¢ I I O —BLOCK 9— 10 y � � PARKWAY I Z 12707 SF o o O� 2��w N m " AA " ao ~ N W V V�® T�.1 v�i`s,�vl Z g 1i o lwn Z n��all lri n I Nmw Nym o¢�eaew � IT d I 00. - DO / I�s -BENCHMARK$I: NC3TION 4897 CORNER(REBAR)COMMON TO SECTIONS 23,24,25&26 tttt\\Olyyy�T ,q�% NOTE E 50303.75 `t�`T ~ •y�� ELEV. -5023.28 -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO F KURT W. �N THE ENGINEER. THE ENGINEER ODES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, -BENCHMARK#2: WITNESS CORNER("MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14.23&24 2,A TH OM SON 110 SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAICHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO N 40219.41 =p 13499PE j4,C /ti' Ri om CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. E 30397'W ri1 -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS STH EDITION.MARCH. ELEV. =4939.18 �'fs „f,`ttt _ B 200.T,AND THE CITY OF B°ZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM NO.1. -DATUM =NAVD 88 L ��0+~N•AwL•`Iljt\ -COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION-4003.86 + -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A -SUBTRACT 19,45 FEET FROM BENCHMARK#1 OR#2 ELEVATION TO CONVERT TO COB DATUM. -x LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION r LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB's WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 15 5030 x 5030 ABANDON ALL TEMP.BLOW-OF AFTER USE. + d m o a IN —_ 8> - a II II ud SCALE 46 m m� °� B� PLAN 1" = 30' _ ^� �� +w OR — �� ~� a" a �� " PROFILE — W solo DENOTES "AS—BUILT" CONDITION U� a II x solo HORIZ. 1" 30' Q 9 o m m +> `—, VERT. 1" = 5' Gila aL FINISHED �w +G) nt->' -_- ---"-- O II II F w fL GRADE Z W r� Q JO �w Z ,j Z +w _ p y o Q O cD ----- ------- �- Ex.GRADE®^t c� a Z -� MIN.6.5' S Z 0 Z Q COVER 1 3 NEW B"DIP WATER MAI I n Q � Z J 5010 ^-- n n , 501 D fY] E o a IL V, �O N r� to o ¢Q $ z V Y oV) m �} w S z a 0 9S II 1 Y THRUST RESTRAINT CALC LATIONSA O Ld ir 0 Q y EDUCE?M ` d O_ n II _ MNN mORO TAL NO a MI III TEE BRANCI RESTRAINT(. DEAD ENDS 112 fi VERTCAL OITSCi 11. U ••ll''11 V a ED j M B B 12 AND vuvESw n II I Z B 2.BS�5.9]E12.M4C J40J 4SB3 ]3.BJ 122.15 BSBS NA NA N NA NA NA W Q C] 5D00 of j 29 ].]] 1558 3]HG ]B 36 25Sfi6 1 A 16 NA 5D00 fr_ O O O w T • RUST CAUL-ONS WERE BA EO ON-UST RESTRAINT DESIGN OR DUCTILE IROM PIPE,RFTH EDIF ON,20132.PUBLISHED BY THE DU LE IROM PIPE RESEARCH AswcU,nON.ALL Z N O RESTRAINT LENGTRS ME IN FEET. $' MINIMUM LENGTR TO BE RESTRA NED IN BOTH DIRMONS FROM R NG 90 DEGREE BENDS ALM RE IRE CONCRETE THRUST BLOCK,DI MAIN TO BE RETRAINED TO GR AUR TIIM 5 FEET.MINIMUM LEN TO BE REMAINED ON BRANM SHOMN.CONCRETE THRUST BLOCK ALM REQUIRED. O � Q j ..MINIMUM LEND M BE RESTRA NED FROM DEAD ENDS AND MOM OTH DIRECTORS MOM VALVES /Ny 3 I.REMAINT LENGTH L 15 FOR T E LARGER PIPE.IF THE STRAIGHT RUN OF PIPE OR THE SMALL SIDE THE REDUCFA EXCEEDS L.1X NO RESTRAINED JOINTS ARE NEC SSARY. � I..L W W I I.RESINAINT LENGTH L,15 FOR E L UPPER PIPE MOM 1XE BEND.I 4E PIPE SETNEEN THE BENDS IS 7,BE ENTIRELY REMAINED.. U m m 'e M OOUJ 1 1� 1� I U iq ¢ S 5 !Y W. ¢ I UCMK 9 4990 w bl N w d s m 4990 Z U U CA.C. 4/14/06 p. sh n f� W n U Z DATE. 10/19/06Aa - fs REVISIONS `s 3 s 3 s `s $ U I 3/15/07AB Q 10 a 3 ro V) W _ _ = RPPROUEO BY: II II II II II , _ = 1 II II II L II , II , II II II W �mKFF DUALITY ASSURANCE: m V 'n N m N N m m Rf < 0 V h N N a + + + +, + + + + + + + + 4980 N �' N a N N 4980 O _ ILL. SCALE: SEE SHEET $d `� "eO1 qN iT M$ Mw _ am •s �n �� a m a O FILEPARKWAY-PRO_WA PROJECT NO.:BOz 05021.0z o j 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 SHEEL 55 OF 99 s a w 03 I —.--- ------ ----- ----L---- - ---~` _� q. 'Irt---- -ss- -ss- - - - - ————— �35 a � 11 1 a v` y j i Fif UQ I s WODDD R laaaa' ]�R' 1 I N o y 4 LL N I $am K LL I n -j I N --------- Z a y xno3 II m ¢7 yy w P �` EMI N y N I N" Ig zzw. ."a w I I I I IN AP o w ( _ I Ir--- -I----- ---- ----- ------ ) , , 1 o - m =1`--- o --L---- - � z� I IV I d> _ - --- - - __- -- -- - - W z" III I i1 V 1 h ---L-- --- ----- -_ _— � a:F.�z� J T�IAV�Elj� oI � � % a SOUTH 23$ V , m wOEll IT 8 29'11'E 1 M184' ' )10� 00 LL -; - K _K LL� ^eel 4TLo NSW f il - LL m yl ���� l s $T�P 'R ■ Iaa23RD �$� aG rno [Va _ or Qg€a y�io�no�ry r x &v Z y 1A LY m'o NI., n I x�'— W S. I 9�•II 23RD _ rI o W _ pWp VI +y — � zz ` aD — — nn' �m w u I I Hs P aaD "T' ]C LLl n II v N I n?F S ROD OO'E '` ` -15Z25' _ g ()((I woo Ij v I f S CA Is — 3&'o rah j � ?q� - - Q1J�H-� `AVEN UFr r <� m m Ftr! N Y A�l t� _ IN W PIm IN NOTE: 9 1✓awzwa J ABANDON ALL TEMP.BL - a o z J 2! ?111 d�z w n 3b P ((�'pp�� ,L & . > Sov�i (A 9 0 Al n -BENCHMARK,(f1: SECTION CORNS R)COMMON TO SEC 3,24,25&26 N 34897.73 T E 50303.75 �► Ae= NOTE: ELEV.-5023.28 j KURT W. SCALE ?A THOMSON)a -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO -BENCHMARK#2: WITNESS CORNER('MMCSSI YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14,23&24 PLAN 1 M = 30' lo,� 13499PE jTHE 4,� CALL41 UTILITY UELITN COMPANEES IICVCM NOT BE STRAIGHT ON FOR EXAINELOCATIONS.ORSINDICATNEER DOES NOT GUARANTEE THE ACCURACY OF SUCH ED ON THE PLANS.STATE EN. SERVICE NLAWES(REDUIRES CONTRWATER.POWER, ACTOR STORM, E 50397.833918 PROFILE " 11 CONFORMS TO CONSTRUCTION RECORDS HORIZ. 1" = 30' -ALL IMPROVEMENTS SHALL BE PERFORMER IN ACCORDANCE WITH MONARCH PUBLIC WORKS STANDARD SPECIFICATIONS STH EDITION,MARCH, -DATUM =NAAR 68 UTILITIES — OCTOBER 2006 2003,AND THE CITY OF 802EMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM No.I. -COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION=4903.86 VERT. 1" = 5' e — -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF p -SUBTRACT 19.45 FEET FROM BENCHMARK III OR 42 ELEVATION TO CONVERT TO COB DATUM. STREETS NOVEMBER, 2006 LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB's WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. LAYOUT AND STAKING TECHNIQUES AS ARE REWIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK, 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 5+00 THRUST RESTRAINT CALCULATION �-/ NOItlZMTAL SEND tl.r..e N RANLH RESIRNNTm DEAD FN a REDUCE TO �RT�E ME,4ET I, O R — DENOTES ':AS—BUILT" C O N D I TI 0 a Iz L sI' E, E, 5020 5020 .THRUST CULATONS MERE HAgD W TH HJST RESTRAINT DEslml FOR DUCTIIE IRON PIPE FIETH EDITION �] x IS SHDonTON RUSHED By THE DUCT IRON IPE RESEARCH A .ALL NESTIAl IENGT S ARE IN FEET_ )MINIMI UNOTH TO BE—TRAINED IN 81 TM A DIRECTIONS EBW FITTNC a GxTNc REDUI RE ET RUST BEOCK. M46 AIN aE RESTRAINED TO GREATER TH SH REEE THRUST BEOCK ALSO RI IREO. eO MINIMU LENCEH TO BE TRAIN RESED ERp.D DRM-NHFRON VA 0 THE-1 OF THE R R—Al NIT GENGTH IT,IS FOR THE UPPER E FROM THE BEND_THE PIPE BETxEEN THE BENDS 15 TO HE ENTIR LY RESTRAINED. — 0 / W In Q a 5010 e 5010 IZ v~T pmp a- Z O N a 0 w ad n� z 0 O �0 F- �+ M� oW ^LI a� zo 0 0 II II eW �� _ 5 ZZ Za a s <v~i o z 5000 __ ------- m o w 0 ¢a �" --__ rn 3nam rm °"a W FINISHED 1 '— ------- -- 5000 W W �•� L gaR $ a$ 1 CL GR OE _ — R P��p N Ed E F� 12$�I II II II n> o ¢> A31 II �j Nw H�w +� ---- ` W W SO a 0_ ----� MIN.6.5• e COVER " $ E N —�� ---_— ------- NEW 8"DIP TER MAIN J $ J > z r U D 4990 a z z 4990 O n IIN S a � $ I j 3 3 3 INV.-4964.05 " w a II j o GECN� a II r¢ z z a a E j Z of a II g� a CMK 4980 z '_ Yi LS YS m n n 4980 DATE: 4/14/06 U, N a " " N bl bI m N I I REVISIONS'10/19/06Aa m m m C"i C"i k' � � � a p � a 5�� y 3/15/07A8 n< F .� DO ; zq. g 3 3 3 3 ; 3 3 3 ; _ 'O"17j/� s nE3 Il n�,11 }j m w In 3 i z z z z i +CV L • APPROVED BY: � u � II II E E E E II II I I II II II I II, II OU4ITY ASSURANCE: 58 a� n z jj�o m 65 +" n} m} o « a 00 o n of m Z» II w ,.{ "I .+V + + + ♦ r r + 4970 + 0 o# 0 4970 S(f ', SEE SHEET EIEE; 23RD_PRO_WA a= %+�i �M a g �ri ,`a ,'�� R am d� do aN'• aN ari Ern SP S°' Sm 3�' Srn S 3o w Ro PROJECT NO.:BDz osD21.o2 0 j SHEEf 56 OF 99 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 s a = og p j II I f f Ij I I I —"r __—,— I I j I 2Sm Jlj i�l }f A I I I I I I T�----------I AULEY �I I Y I j fII Ip�i U I IV I Ij Do I I i I __ _— ,I • x U I 11 II iWlll O m y fl II CD IZ+I �I �f f II a I I I I j I I I I II I m o I IlmvoH�r o I o I I n I m r II f2� + ad �m� o I� I IIo�F - °--1==== ox I cV I I I I I dal II o 3 � f I (S N 10 101 S'L F- ��>mDaf wow v ji I I m; I nVM301s s n•I•E_ B IBB.34' .DD'a l.m _ _ _ `E-I. p ya• a "<m -_ _ I � '11 r?�o I � 301M gyp` Dm14aa4' a� a e� - `�� L= _ 0 1 n m� n m I o jLL i I w� I ■ 11 W m ,.: x I x��n x I •`-�� .23RD� W I ± W � od f —n I I m� xl Z ■ —�—�� _ m16 o UE NE — ,�_ lom _ r -w I — 8 STOP o m I B DIN IRq A ~~ - - f I+I dW p 1 x g o t c omLL vl`i sX]I' Of n 1'RwMIN awdll 9 23RD A■ w �w Y� MIN a V IiT 4® ~ ~0 a�rcmoa wao m Ia In W d ER� M X b5'41'1 W �I NLYy 4• y a cn SOUTH 23RD A ENI, ` V V m NJ yr a N RVE r o 1^■ mNN oy=l cwi w a� CS >�< 01, II 1 II g�5 . w IJ'o Ste' �I�dF as o�m NOTE: = y N —BLOCK -8— aa8� w ABANDON ALL TEMP.BLOW-OFFS AFTER USE. N LL� a w uo O0 �maom E og -� of<mrcE'waw ;k NOTE: KURT W. ., THRUST RESTRAINT CALCULATIONS' Y s THOMSON -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO NFL'TT" =p 13499PE W� MAIN XDRI2QV TAL BEND Os�ANITEE BRANCH RE9INAINTm DEAD ENDS 12 N 4ER11CAL OFFSET 11.2s' i THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER, GAS,STORM, m CSEWER,TELEPHONE ALL ALL UTILITY &TEL MSIIOVES 8 MAY EXCAVATION NOTBSTRAIGHT GR EXACT OR LOCATIONS.INDICATED ON THE PLANS STATE LAW REDUIRES CONTRACTOR TO , ,, , I N. SCALE 1 9.92 10.94 22.)B SS02 14.58 51.41 ID)AJ I)).99 )SJ4 100.94 129.48 258.47 NA NA PLAN 1" = 301 �Oi�ONAL„V,1 -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, ).)2 15.58 32.48 ]MB l.m 29.61 B0.5B P5SB6 IBB.)5 JBfi"05 2Y4.21 861.28 ua NA 2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,20D4 AND ADDENDUM NO.I. •TENUST CALculaTlms RERE BASED UN TERUST REMAINT DEBCN FUR D—L IRm PIPE,RPTE EDIEUN.24Da Pueusnm SY THE DOCILE IRM PIPE RESEARCH ASSGCIA10N.ALL PROFILE -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A Uo..T wD6maluEDRro cAlrnE�IirymaTESDlEciipwlulNUMEEnu�misro9DE R_ANEU ananrn snpxpINprycanwETEiERusr BLacK. HORIZ. 1" = 30' INT LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION mNIrvINUN IFNCTE TU BE REsmameD AlER DEAD ENDS AnD rnpN aUTE DINEcnws rnwn valves TERU9T BLDCK AL50 RCGDIRED. VERT• 1" = 5' LAYOUT AND STAKING TECHNIQUES AS ARE REWIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. E..EsrRAINT L111"L,Is EA O!DS I.I.TEEN NO REMAINED JOINTS ARE NECESSARY. EBRESTRAINT LENGTH L,IS FUR TEE UPPER PIPE fAD1A TEE READ.TEE PIPE 9EPXECN TEE BENDS IS ED BE ENTIRELY RESTRAINED. 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 -BENCHMARK#1: SECTION CORNER REBAR)COMMON TO SEC DNS 23,24,25&26 "CONFORMS TO CONSTRUCTION RECORDS" N 50303 7.7 E 5 UT LITIES — CTOBER, 006 - ELEEV.V.-5023.28 5030 VEMBER _ -BENCHMARK#Z: WITNESS CORNER 'WMCSSA"YELLOW CAPPE RE BAR)TO SECTION CORNER COMMON TO SECTION 13, 14,23&24 — , 5030 N 40219.41 E 50397.03 (�-✓�-�/'�J ELEV.-4939.1B 46 5+00 -DATUM=NAVD BB _ " EE O CONBITION -SUBTRA 19.45 FEET FROM BENCH ARK#1 OR#2 ELEVATION TO CONVERT TO COB DA UM. O -ANY EXI NG OR NEW VALVES WHICH CONTROL THE COBS wArER SUPPLY SHALL BE RATED BY COB PERSONNEL ONLY. X + LL1 -THE CO TRACTOR SHALL NOTIFY DIE WATER DEPARTMENT A OINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY MRK. V) 5020 5020 = U) a a- Z W Li W W Q J L O r m - O r O Q 00 II N U a IA ,d - a O d 00 EU� I�n , — 5 — Z r W d g g II Z ZME Q FINISHED - --- U Q Q H aNi a9 a a g' O> a�i EGRAE --`- 0 Z JU) 5010 _ --- 5010 M ¢ „ ow ow w _ 7 Lj c ad ——————— ¢z Ee m "MIN.6.5•" -1EX.CRAO rn O E®� r Y W Q 8 COVER uS c Ld 3 - --` NV.IN(SE)=4.47 NEW B"DIP Q of ATER MAIN m o o II Ii it I s NV. SW)-4.49 O U LL N $ INV.IN(SE)=4.59 N{ Q H �I Z D = C 5000 § N > z ' 5000 ~ o 5 n In II > 2 O LLI W (I c.�.D. CMK s s s s s w s 4/14/06 9 4990 - _ bt bf yl 4990 DATE: sH m y w REVISIONS' 3/15/07AB al ' m ' U, E, 9 e a T } w ci w } } 3 } APPROVED BY: 1 N II N J< 1 1 II 1 1 II I i QUALITY ASSURANCE: B Ili 1 II II II II } y! and r nlz 4980 4980 SCALE: SEE SHEET orN� ayny ywy�� "pa �ry om ogal Agar gn mX� dm a_ Ng :ta da 'd_ FIFE; 23RD-PRO-WA �25 92i 25 �25 8� �� �25 925 25 �o �� o B� �o �� �� Mf PROJECT NO.:BDz osD21.o2 � � K, � � $REEF 57 OF 99 j 5+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 s a I W IIII"'�I 3GM s l� ` 'I� I y�f�I " s..i __—_ I_----------- I I j---- --------------.— II 1 N I I (�a3Nnw 1D1 s•c m AB)N-TVM301S ~•-- I I I II' C 5113NMO 101 11 I M ,09 A8)N1000 II I ¢ w� 1 I II 3aIM 9'1 a Iv] y { If Its bl N A I I Im� I III F o 23RD'■ W FXiI II 7 � L I � I x i" w < x Ih I N awm�plr j II 11� � II I Ilo_��J U I O MIiN003II I I rsl III I Il�rcwza U yN x �aa An 1�� �emd III N I IW = l_Jn q IfK II ---'—�---- --------- I IQ I I I bLL o roY�awlll _ S -JI L_ �L� ~ w ulM __� �__�---- ---`--- ------ --- ---- --- ---_fit -- ----- I "� W m o yS41'16' u R=150.90• 61 " s lal N >,QE rcI 1� F ��'I.. - II ATn W = �■ SOU NEwe DIP — 91pLx w ,B1aD 1—s� _L I-0 — ��2DtcO J ■ 23RD —�— ms B a,x_ ,s9.s •�NUE NEM,2'OIP YIAIEfl I'I"I ?I" SOUTI-T 23RD—/ NO aI F Ilfm e- - — Em 8 n y —BLOCK 8— N Y o $� Of o _ oo �. o vW Q N LU � II \ Y N Q N W I x I m KURT $ " I OR — DENOTES "AS—BUILT" CONDITION �F THOMSON p 13499PE NOTE: /` SCALE PLAN 1" = 30' �Oi�ONAL Ilrtl ABANDON ALL TEMP.BLOW-OFFS AFTER USE. PROFILE HORIZ. 1" = 30' VERT. 1" = 5' 18+00 17+00 18+00 19+00 20+00 THRUST RESTRAINT CALCULATIONS' u MAIN HORIZONTAL BEND tl�nB,011Ef BRANCH RESINAINTm DfAO ENDS I2 VERTICAL OFFSET 11. In 11.25 21.5 4s eD B 8 I2 AND VALVESOI 16lit lum .4 X A I.—I IAO I I... 2%.BB 186.)5 398.05 224.21 BB3.2B NA NA > "THRUST CALCULATIONS MERE BASED ON THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIP[FIFTH EDITION,2002.PUBUSHED BY THE DUCTLE IRON PIPE RESEARCH ASSOCIATION.ALL R)MINIMUM LENGTH TO Y AINT BRHE RESTRAINED IN BOTH DIRECTONS MOM HITTING.90 DEGREE BENDS ALSO REQUIRE CDNCRETE THRUST BOCK. E IN MEM 5030 5030 M AIN TO BE RESTRANED TO GREATER THAN 5 FEET.MINIMUM LENGTH TO BE RESTRAINED DN BRANCH SHOWN.CDNCRETE THRUST BWCK ALSO REWIRED. MM INIMUM LENGTH TO BE RESTRAINED FROM BEAD ENDS AND FROM BDTH DIRECTIONS FROM VALVES. W y MRESTRAHNT IENCTH L,IS FOR THE AR PIPE.IF THE STRAIGHT RUN OF PIPE ON THE SMALL SIDE OF TIE REDUCER EXCEEDS L,.THEN NO RESTRAINED JYSNTS ARE NFgSBARY. IETH p C]3 po -RESTRAINT NG L,IS FOR THE UPPER PIPE FROM THE BEND.THE PIPE BETMEEN THE SENDS IS 10 BE ENTRELY RESTRAINED. m 46 O � _U N { p_ LUG �b � M II I n II a m H II II N doh B_ w a +d W A'9 M'I Qf'n m t+ r Mi E G_ a + +wONON V) W II , II a R n w EX.GRAD ■FL �`+ Q Q 5020 ; o �� •o; 'I � 5020 = U) o rrl +Ela w m NOTE: a- O_F- O n �iJLLJ+d t� n 5 GRADE -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO ri W O 'r°fiI MIN.6.5' THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, Z V 7 Z J+ ---`-^ COVER SEWER,TELEPHONE&TELEVISION I MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS STATE LAW REQUIRES CONTRACTOR TO O Q O CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. O of F- -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, (n Q 11 Z D-Q NE 12'DIP WATER MAIN 2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM NO.1. 1--- O I ~ 5 Z ME z� -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE DF A Q Z N 8"DIP WATER MAIN n LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION Q Or Z J 5010 ♦ d 5010 LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. m F 0 Q W Z m q n In -BENCHMARK f1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23.24.25&26 m UJ W W.' 1e N 34847.73 , E 50303.75LLJ p N Q ELEV.=5023.28 Hn_ O Q N ; II II• i -BENCHMARK/2: WITNESS CORNER("MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13.14,23&24 Y p 0o > z N 40210.41 LJ..I > - E 50397.83 �yf 5;Z N z - ELEV.=4939.18 Q or = -DATUM=NAVD 86 D- $ -COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION-49D3.86 U D a -SU87RACT 19.45 FEET FROM BENCHMARK#1 OR#2 ELEVATION TO CONVERT TO COB DATUM. 00 5000 5000 -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL DNLY. O -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. Q Q �d c� I �I pOf UD Zn n CMK 9 4990 yl -1 4990 DATE: 4/14/06 nl N N m j j REVISIONS:3/15/07AB • } } } W W APPROVED BY: s z W. z z j z B II II II II II E E II HUY ASSURANCGO E: G 4980 4980 EET �� �F HY as .e CONFORMS TO CONSTRUCTION RECORDS EI23RDEPROHWA UTILITIES — OCTOBER, 2006 PROJECTNO:eDz 05021.02 j 18+00 17 -00 18+00 19+00 20+00 STREETS — NOVEMBER, 2006 $NEEE 58 OF 99 s a fi',20 REMOVE&DISPOS I 5,5 jt EC LF 1", v OF EX.BARBWI II - .1 5.5 OUTFALL STRUCTURE P',,'C 0 C.5:� FEN I I r.-- TOP OF STRUCTURE=9900 H INV.IN(SW)-96.50 I II B INV.OUT(NE)=96.50 DETENTION II g11 = POND 6B 0 - TOP OF PDN D=499 ; MILLER PA WATER LE DO } 0 0) BO F POND=96.50 I I II 22 Z 179622 SF �tt•.QUIRE.STORAGE=174 CF I £ STORAGE SHOWN-353 CF \ 16224 SF IMI 7 N I To- a« - a q (4:1 SIDE SLOPES,EE ONCRETE T RM V'4 112 I; O DETAIL) IMAGE 104 LF NEW 38'ARCH R 16902 SF - OU T AND Z6 46'x43 34)CULVERT T=s II c SAN SEWER MH,28 I O WIDEPARK A RIM=30�1.92 z CONTROL PAD - INLET HASE E 4388 47 IH FETs 38495 SF 9 I �L Rt-1 q ,,,yyy���rororo��� L-------� � o INV.9V(S)-90.24 �';u 30R30) \ - Q ( (SEE TAIL) \ V.IN(E�96.49 O INV.IN(E)=90.24 I 1' \ � MINUS RIPRAP) V.UT(NW)=9 NEW%MON. w C I MILLER PARK - mb SAN SEWER MH 41 SETBA K TL D8 TBACK 1 II --- M) I AINSWORTH -- MILLER PARK RIM=3001.49 SECTION j 1 a0.5T NV.UT -9004 ) fll ■ (SE eTH COft., 179622 SF a6s.er- SF INV.--(3Z-Ei 41231 3712 F 46815 SF N 3625.B �r� _ II 21 11N Y ` _ =1 8 37.23' E - .--- -- 35.27' Im (iA Tc- _ v� zas To- I sa - _ z.w a.11 5675 SF O m _ -L-2J.55' Tie 1.w T_ 7' - lA6 .ae _ _ '~ _ REMOVE&DISPOSE 160 _ D W ■ 9UNIN - _ c -]�00 N 9n5J'4J"W --IB4.31' nMp _ '- RE 1 _ R 1S - - I - m ersr4r yin+ap _ sp1.1Y 4+Ipo _pp _ NCE p.p$ rri Z `o NEW! 9BP.�• NT:SAN BETyR yAIN 41 R-15 AB TyL;W 80.B2' -Rf+00^ 9(G6F LBOYY4 - 23:sr A- ` 5' AM1SWGRlTH DRIVE { _ Bl I yzass' WORTH DR I to -15 L=2 56' IVE I zs0 -s%ez B J t23.1 NEW HYDRANT---- - --_ ail AINSWRTH DRIVEO ______ 8' I' N 36251.46 Z r ---- r ,3z.3r AINSWORTH■ I �g 139.31 - - --_ D - ---- -- - ----- - I�- D) x Tc- lc= 1 1 ARROW BOLT o 1 b 1 I~ a n r 158.13' n NEW HYDRANT Vl I, _ I ELEV=XXXX.XX a O _s5 Frrl m -BLOCK �- wm^T^ N 36224.33 I I AINSWORTH■ sD.z3' ,6 24 .N 8208.6 70.7r 11859 SF I 1 n NEW HYDRANT -�� ---__ s E 48657.49 SETBACKS 909.3 l�,�y�/� ]► �, N 36231.30 sa02� BD¢o ELEAK�-XXXB LT E-X.XX E 78246 SF AINSWQRTHm I I L0 ;POSEPARK W III N I,, I¢ Z I ELEV 5004E BO 12518 SF Irt 1 a ��- III S 56710 S 9e z-5 A S SETBACK N tl�� I q s000 SF p rn C I I a I 140�3 SF ° 20 ( 93285 F 73380 SF w I II e 0 1 I c= I I P4C�0. RE-1 1 f s� K s- 0. 1• ° --_ 4UTFALL STRUCTURE', �m 75' TOP OF STRUCTURE i FUT.5'WIDE TS v 1 + 2 =1A0 1 11 FLAT.5'WIDE NOTE: INV.IN(SW)=98.30 ., ABANDON ALL TEMP.BLOW OFFS AFTER USE. NOTE: -EXISTING DER INSTALLATIONS THEIInAC INDICATED AC THE INFORMATION AVAILABLE THE ENCNER HE ENGINEER DOES NOT GUARANTEE ACCURY OF SUCHIORMAON, ERVCEINESWATEER.POWER, STORM, tttttt\O¢T,yry T ,q����' SEWER,TELEPHONE @ TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS,STATE LAW REQUIRES CONTRACTOR TO *= CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. KURT W. THOMSD ' -ALL IMPROVEMENTS Y SHALL BE PERFORMER IN ACCORDANCE WITH MONTANH PUBLIC WORKS STANDARD SPECIFICATIONS 37H EDITION,MARCH. X:a W� 2003,AND HE CITY OF BOZEM AN STANDARD MODIFICATIONS,GATED MARCH,2004 AND ADDENDUM N.1. _OT 13499PE -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A THRUST RESTRAINT CALCULATIONS- [�-•�'+'-�-•�''�J ��S`S' �.-..+'�"�ttt LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION NEDucE ro ^^•-+ ��O TONAL±1)1KRt LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. yATx HDNIZIXI TAL WEND a a TEE BRAN(N R®1HAINT Ea BEAD ENDS 1P n XCAI OFFSET 11.85 f> fl -BENCHMARK#1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23.24,25&26 z Au0a a'.s9� 0R - DENOTES AS-BUILT CONDITION SCALE N 34097.73 Iz 4. Liss zis) Ci 2 iiiis lases nn ui 4. E 50303.75 IB 5.92 16.94 22)B 55.02 14.58 51.41 ID).W I)).49 )5.34 100.94129.4n25B.4) INA NA PLAN 1" = 30' X).)2 15.5B 3248 ]n38 1.m 2n.n9 Bo.5B 255.88 IBn.)5 3n9.05 2E4.m 8n3.2B NA NA ETV.=5023.28 LATIDN5 RERC BASED UN THRUST RESTRAINT UESUN FUR DUUHLF IRUN PIPE,HFTn EDITOR,200z PUBLISHED BY THE DUUHLF IRUN PIPE R RBH A59OBIARUN.ALL PROFILE -BENCHMARK,y2: WITNESS CORNER(*MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14.23&24 g NR THs ARE IN R Mr. - N 40219.41 Ipyau UTo ENnE'"sTTe°AII'ED ESSTCAIAi°RN BOTH BI ,LSD REWIRE C014 TE THRUsr BLDUR.UBN ALw REQUIRED. H ORI Z. 1" - 30' E 50397.83 "a.F N"L,=NU,H,U BE RESTRAINED F oM BEAD"""�Y Lox U ED"DI R,ANTS�''A�s SHU,m.DUNDiE,E,HRUn BL VER T. 1" = 5' ELEV. =4939.16 I.BEnA NT LENGTH L,Is EFER NO RESTBANED UUI T ARE NEGE55- IaRESTHAINT LENGTH L,Is FUR THE UPPER PIPE MW THE BEND.THE PIPE BETWEEN THE BENDS IS TH BE ENTIRELY R-AINED. -DATUM-NAVD 88 -COB BENCHMARK/1110(ARROW BOLT ON HYDRANT)ELEVATION=4903.86 -SUBTRACT 19.45 FEET FROM BENCHMARK/1 OR p2 ELEVATION TO CONVERT TO COB DATUM. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COW.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 46 5020 8+00 7+00 6 00 5 00 4+00 3+00 2+00 1 00 0 00 5020 _ HIGH POINT 5 A=5+84.30 p PVI STA=6+00 LOW POINT V=3000.93 LLJ O PM D. -722 53 LOW POINT A=2+44.80 (n GO K= .96 FA STA=2+50 Q Q PM ELEV 5000ZO Q rc 100. VC A.D. 1.26 = U) K 39.59 (Z n Z (n rc 30. VC _ LEJ Q J O m K a G m m N in 4 $ m J N G 4 Z U)> Z E:~ 5010 ��� m 0 ��+ R Jm JW a} O 5010 /0/� �� a 0O T R. K O A U� U� O YE < V/ Q D_ Z IL+ 1.II II 1 Te S mS iJ S> �S V n a $ a,�Qi d [V ~ I O II II II II II II ; II II � , II II chi n> n> (iI II Q DID Z Ja x W n +�, FINISHED w "� m UJ + o w e +� + +w GRADE +� +� + °V R g� O N ,C',LLJ n r n n M ------ --- n a ---- ---------- --- ---- ------ ------- -------- --- 5000 - ---- -- - , �^ 5000 Q w s z �a MIN.6.5' EX.GRADE 0( -� ---- - LJ..I 0 Q COVER \1� ` NEW 8'DIP WATER M IN l /� 8 LF OF 2'FOAMBDARD (, Z_ p RID INSULATION,2'ION,2'WIDE, (Q F- CENTER OVER PIPE Li 0 IG g - Q Q C Q a a ^< R ZUCVN O II II F II II II II F II II II a , , LJ..I LLI € 4990 z z Z z 4990 IY m m a zm 6 O W U CA.D. CMK e N � � m 7 19 I rnrn$n Kn ' m 1n In S I N m Z 00 DATE: 4/14/0 a p REVISIONS: / / 6 U 3/15/07A8 '�� > > mn o > < m 4980 4980 H B •II •II II II w II O - w C w W APPROVED BY: J LL1 QUALITY ASSURANCE: of SXL- SEE SHEET m a^5y a „o -m -ry a eH aN eN tl,c'o ary eo �.u; a- $ aN o. w25s o R 8 as n$ �� So 9§ 1.5 yq S Z FILE;AINSWORH_PRO_WA I. "� Yi5 PROJECT NO.:BOz Osozl.Dz 0 j 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 - SHEET 59 OF 99 s a o ea 5.5 xi0 ,G_c TG•I I I I 0.64 II 5T� D.B41 I S I s 4 V SAN SEWEReggERIm 23 9 o INV. ((S 85.45 a 4 i I 7�3 (30 Ba /j .IN(W85.72 i a SF 4912= INV.IN(E}65.72 p _ v o - cos rear 15 9 NEW 2'STORM DRAIN NV.WT(N)=85.25 m gm;• y EWH NT = -BLOCK �- ��4 SF wm ARCH P .31 a INLET P2(TYPE II) TEMP.DEAD ENO m z R=3 I I WETLANDS TC=5D00.89 BARRICADE WITH +I 3628.1B ((31 ^51 E 46051. 7 = - RE PoM=0.39 ---- ---- -3 9 BUTiON �atiN L=9.42 FT'I E 4774.98 m �� Naw WLVERT ITH F 2395 5F SE BACK 16902 SF () R-15 a Z �-I A OW OLT �ME 14 ''f INV.I 5)=99.7 CE INV.IN(E) 97.36 DELINEATORS(SEE 9 I n E 04. AlA SW H■ .E p 18 490 SF SAN SEWER MH_28 --_Y- INV.DU NW 97.38 DETAIL) 1 I� '. V9000 SF o I c L-2349 21 INV.OU N)-97. RIM=1i061.92 '- - - - e -��- - 1n P A INV N(S)-90.24 -- ---- ---- -- ,o- - - - _ -- - _ 74.10' INV.IN(421ii 79- - I I -__ - - 1.7a TC - Tc- - --__`- - 51.62' S4.1 -_ - 14.57 -_ NV OUTTI (Nle4L� -=15 _1E1a= _ _ n_ Tc._ ___ - ` NN NEW G'ej gTER N �2 67' FA= _ 2.W 296 IOu I.B 1124 NN 55= yUy>-6'S�3i_P6C SAN SEVrE MAN B 90R J P SAN 8C _ 45 - 00 N BB9P4 I4B _NTH IB-A-BDBpYP5y0 W to A- 5TOHM RAIM MA ® 8•WR J5 PYC 3AN 5E11FR MAIN MK ��02�'' BF00 _ ---- --- ---=S6 / i W 14 _--- __- - - l a s4 B _ 23.57' E 9 EA- _ z = ___ --- --- - - 1 Tc3 1e L14 TRAIN MH P� r-- -- �__ -__- -- -_ : _e y L(= ro - - - -`-- _c -IM-SOOa59 >-I STA.15+36.12- p�SB R 15 P62 27 LF -- - -- c'l zao z_72 ,4z z.35 y N oC f" RTHm L-23.84' 5LF1 1L- 79.4' 80.Op 6" - - _ _ - -:;. D p ((NN�� STO ki SAN SEW NH 40 m 50.6' -- --- - ----- - z Aft toEm UT(E)=9275 INLET P1(TYPE II) STA.13+64.83= II STORM TOR ORA MH RIM=S 00 _ 52.B2' 54.02' Z {I I TC-5000.93 OR'IN I 17 SETBACKox m - 32.31' „ g STORM DRAIN IN R 002.4'0 INV.DUTCW)=4991. 18 �m� - SETBACK AINISWORTH ( rt o F p RIM=0.43 N INLET 02 I @ 1'X B 1.OX �I IN.IN f91.24 8000 SF 79282'SF V 0- (T 3W x o D INV.OVT(W)-97.4.3 0 { 25s I ?I 1 (TYPE II) i i o R=3' I`I IN OUi(,ryr')=91.4 m 9643 SF 75760 SF 1 I I ) Ri-1 = TC=5002.85 L=9.42' /16 WATER ,h`P 11859 SF IJ 11908 SF To- �� y I ) I I ( ) INV.OUT(N)M99.35 )I 4Ea 71 4 ��� N 38225.3\ WETLANDS i $ i I iI i f99 E 46049.67'�, EMOVE k DISPOSE K � I to D la ic= TA.1 B4.23 140188 SF OF EX.BARBWIRE o 1.-' Z I I ) !d1 xsD I TORN RAIN FENCE V I I I I P.) II rm s rn(T E IO I e Tc= a7 SCO2. 127 31, I NV.CUT(N --------------------- I, i n Tc= To- T.°_� S2 / 3� \� ercT�5'WOE, I 3� _. .. .. NOTE: _. ABANDON ALL TEMP.BLDW-OFFS AFTER USE. NOTE: -EXISTING UNDERGROUND INSTALLATIONS do PRIVATE UTILITIES SHOWN ARE INDICATED ACCDRDING TO THE BEST INFORMATION AVAILABLE TO ,�..rf THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, "AS-BUILT" SEWER.TELEPHONE x TELEVISION)MAY N07 BE STRAIGHT UNES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO OR - DENOTES »A S-BUILT,1 CONDITION CALL ALL UTIUTY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. v � KURT W. 1{* -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 57H EDITION.MARCH. ^ SCALE `,A THOMSON Ff ` 2D03,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM N.1. ' ` PLAN 1" = 30' 13499PE -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAYING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A THRUST RESTRAINT CALCULATIONS- LAND S I TECHNIQUES AS ARE REQUIRED URVEYOR LICENSED IN THE STATE(IF TANA AND A PARTY TY OF WORK PERFORMED.CHIEF BY ENGINEERING AN EXPERIENCED IN CONSTRUCTION LAREDUG£ PROFILE MAIN NORIZONTALBEND tlArtsN9TEEBRANCHR6IRNNTEa DFADEN. It VERTX:ALOFMET 11.03 HORIZ. 1" = 30' -BENCHMARK#1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23,24,25 4 26 ('.1 AND VAIAEs09 A - N 34897.73 ,2 NA VERT. 1" - 5' E 50303.75 18 5.42 10.94 2279 55.02 19.58 51.41 107.DJ 177.49 ]S.J4 100.94 128.98 258.47 NA NA ELEV.=5023.28 7.72 1s.59 3248 76J6 1.00 26.BB 80.58 255.88 1BB.75 JBB.OS 2R4.21 98J.2B NA NA -BENCHMARK N2: WITNESS CORNER('MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14.23&24 RTHcRUSTSTRAI1T u`c�„55E>h BASEo oN THRUST RESTRAINT BE-FOR oU.ILE IRON PIPE.FIFTH E.-N,2Dw,PUBU5HE0 MY THE DUCTILE IRON PIPE RESEARCH ASWCIATON.ALL N 40219.41 _0,,IMUM LCNOIH TD BE RESTRAINED IN BOTH DIREDTUNS moM HTTNG.90 DEDREE BEND5-REQUIRE GUNOEETE THRU3T BLOCK. RESTRAIN E 50397.83 �MAIn TD BE RESINNNED To GREATER THAN 5 FEET.MINIMUM LENGTH W BE REsm -UN BRAN 511-GONCREIE THRUST BLOCK AL30 REQUIRED. ELEV.= 4939.18 MIMINI MUM LENGTH TO BE RESTRAINED moM DEAD ENDS AND FRUM BOTH DIREDT10N5 FRUM YPLYES.� RESTRAINT LENGRI Li IS FOR THE UPMEN PIPE'MUM THE BEND.THE PIPE BEIWEETV TEE BENDS IS 10 BE ENTRELT RESTRAINED.DS LE.TNCN NO RESTRAINED JOINTS ARE NECESSARY. -DATUM-NAVD 88 "CONFORMS TO CONSTRUCTION RECORDS" -COB BE #1110(ARROW BOLT ON HYDRANT)ELEVATION=4903.86 -SUBTRACT 19.45 FEET FROM BENCHMARK p1 OR/2 ELEVATION TO CONVERT TO CUB DATUM. UTILITIES - OCTOBER, 2006 -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. STREETS - N OVEM BEES 2006 -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 46 5020 15+00 14+00 13 00 12 00 11+00 HIGH POINT ELEV- 5004.74 10+00 9 00 8+ 0 5020 0 HIGH cover S1 A-r0+a9.6Q o 5G01.00 PM STA-10+50 w 15+43.75 _ PM ELEV WD5.03 co +5 �j AD.--2.36 DO.% K-42.41 Q < a B 100. .ve j u Q o Z S, (/ x it 0 8 - W o ad Ir 3 Q J O •_ < rca m rc 52 a�rcr� Z V j Z li~ 5010 ^� o 5010 0_ �� a �o nq � a a II II , n O d+ D jN 5j �' II en II , 1 , m>n w EtIN nX Q Z Z N MI L. II II nl W II m W II ^ FINISHED m w m w II II II II Q En Q Z J 3 a}G'> rive n� .> II II m 'Zi Et GRADE n nes' nY a> m H� Q d� +z +aw w w �� � NW rNw FU T. [iI rlw rB� d _ 19 1.1 +�' + LIj W ORADE _ zX ^-1• sOx _ I I n o _ - - 3 _ r-� f i----- -------- - W In -a72 m �` �� ------ - ---- ------ W o0 5000 ------- ---- --------- il� z0:1 GRAVELmIN - - - 5000 s z EX.GRADE®� COVER' - EX,GRADE®�l � Q TAPER BACK �'�-�- TO EXISTING �� -----~ C? ✓ / NEW B"DIP WATER MAIN 8 LF OF 'FOAMBOARD U LL O RIGID IN LATION,2'WIDE, FUT.W' WATER MAIN fCEN7ERE OVER PIPE V7 Z o II II 1 II II 1 II t II 1 II II I L1..I 4990 INv.-a994.30 4990 - - - - - - - - e 1 g a CMK TY+ rc rc c rc z 1q DATE: 4/14/06 9BE yJEREVISIONS: 7/10/06 n p m m a a a a a S�J 10/19/06AB j ^^un1� 3/15/07AG d J V W of Nm M) 4980 �NNaC II `v oaa z i z z z z : i z z 4980 APPROVED BY: B II� g'"opll ll._.af�Il� II � II E II E II I II II II o QUALITY ASSURANCE: m W + + + + j + n I+. SCALE: SEE SHEET do eN " e "ea a aM a aN of ' AINSWORTH_PRO_WA �� os IE" FILE; PROJECT NO.:Boz o5o21.02 o - j 15+00 14+00 13+00 12+00 11+00 10+1 9+00 8+00 SHEET 60 OF 99 s a OF STRUCTUR \ WATER LOF PO D=1 TOP OF STRUCTUR� I \ I I RETTOM RED STORAGI CFI =19.00 REMOVE&DISPOSE ! POND AB I I _ INV.IN(SW)=16. STOR CE SHOWN-837 CF I INV.OUT NE-1 _ OF EX.BARBWIRE I TOP OF POND-5018.00 \ (4:1 SI SLOPES.SEE ( )-8 J ,� FENCE I WATER LEVEL=17.00 I I DETAIL) I §'7+ BOTTOM OF POND=15.50 I I + 65 LF NEW DUAL 24"ARCH I REWIRED STORAGE-8B6 I I I STORAGE SHOWN= 2 RCP GIB"x28$'EACH) I 8"FLARED CULVERT WITH FETS I (4:1 SHOE ,SEE \ o STA.7+31.21-1101NATION I >-l. 8023 SF END SECTION INV,IN(SW)=16.60 I DET I I MH&INLET V1(SEE DETAIL) I Y omin N,3496fi.04 _ 1 INV,OUT(NE)=15.90 12"FLARED \ / 7C=5020.65 vw E 497R4.221 34970,64' I B END SECTION _ NEW HYDRANT OPEN RIM=20.15 I � INV.=16.50 E 4266 1 f ( N 34960,4 _ / N N 34846.52 REMOVE& MI a`E I 3 Y I NEW HYDRANT EN ARE INV.IN(5)=17.11 DISPOSE DF --, uEw He°a-zoW roc E 49940.31 N 34934.47 18 I 19 E 49535.14 AREA _17.,, ^ I 1 INV.-16.50 b EX.MONITORING E 502D429 / 2 ARROW BOLT - 20 21 IX.BARBWIRE lt:o O sTGRu oRTO ®azaf REMOVE& N I NEW 12'A-POW PYt: I WELL LOCATI DN ARROW BOLT 211 SF l� XSE K 8400 SF 8580 SF ELEV.=XXXX.%X 3500 SF I FENCE - .in ro DanurHT DISPOSE W o I 8 I 7 �ELEY.;IX.%T / o -- _ 8923 SF 8023 SF I EX z aTwM oRnm®o.zzx __ -� -- - -- --_' - - --L --- ---- -- L �_ _ J- -- CULVERT 22210 SF TO Dnw-T pp I 11236 SF / -- ---- --- L=-== _ _ 14Sfi1 SF -u CK 24- E11` x _ --� ___ zazs ` - _ R a EI EN= EW- EW- - 7d------- --'-- -_ - __ ..._�r P R < II 8 21.)1 20.G - P0S0 --'- _ FT1 rq a+00 �- TCr n- 502NN- - 2aT Y R Z r- atW zl.es z.ez zD.�a �- rc- m O 2 F 11T A-2000 4 z~� I� 156Sa, - at00 2Ilbl 3Wp 21.22 Py qp P T0- TC- EN I' N H - �� - �� - 22.T 2aal q- To _ 0 C 0 PVC®0.22s. KWO OAD ■ xrr.- INK OUT(N)=17.19 STA.5+20.57=0OMBINATON x x .. ,, REMOVE&REPLACE N 34906.04 ` EX.BARBWRE MH&INLET V2(SEE DETAIL) E 49839.64 TRACT 2 NV.OUT(N)=16.63 SEE SOUTH I- _ FENCE TC=5021-71 REMOVE&REPLACE AVENUE WIDENING EX.2" P C VEf RIM-21.21 COS 2J77 EX.BARBWIRE PLANS FOR CULVERT INV,IN(W)=16.37 FENCE INFORMATION&STREET INV.I ( .1 Em INK OUT(N)-16.57 STA.3+44.BH3-COMBINATION CONNECTION MH&INLET AB7(SEE DETAIL) �\ 4 INV. E=9.57 c = NOTE: TCRIM 2 I EX.24'CMP CULVERT ABANDON ALL TEMP.BLOW-OFFS AFTER USE. RIN=19.70 INV.IN(S)-19.26 INV.OUT(NW)=10,57 INV.CUT(N)=1&84 x NOTE: w -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THRUST RESTRAINT CALCULATIONS' T THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, amcE V v SEWER.TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT UNES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO MAIN HORaG TAL a ND a .... 1 TEE BRANCH RE9TRAINTOH DEAD Enos10 1P U lO B IEBTCAL OFFSET 1I.25 1 CALL ALL UTIUTY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. �" Ht.ss N2z.5 E m so s 1 AND'ALY£5 -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH. u 2003.AND THE CITY OF 13OZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM NO.1. za T.Tz ts.se az.Me ie.De H.oO zb.e6 Hlo.sa sssse u16.Ts xa.Ds zzN.zH aeaza NA uA p I -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A .MIMST CALMILATON6 WERE BASED ON THRUST RESTRAINT DESIGN FOn DUCTLE IRON PIPE.FIFTH EDITION.2W2.PUBLISHED BY THE DUCTILE IRON PIPE RESEARCH AESOCIATOL RESTRANT LENGTHS ARE IN FEET. LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION D)NINIMUM LENGTH TO BE RES1nANm IN BOTH DIRECTORS FROM FITTING.DO DFfAEE BENDS ALSO REQUIRE WNCREIE THRUST BEIXSN. LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. GtuAHN TO BE RESTRAINED TO GREATER WAN 5 FEET MINIMUM LENGTH TD BE RESTRAINED ON BRANCH SHOWN.CONCREHE THRUST BURGH ALSD REQUIRED. MINI UM LENGTH TO BE RESTRANEO FROM DEAD ENDS AND FROM BOTH DIRECTIDNS FROM VALVES. -BENCHMARK>W1: SECTION CORNER(KEBAB)COMMON TO SECTIONS 23.24,25&26 TORES"INT LENGTH L,HS FGR THE LARGER PIPE.IF THE STRAGHT RUN OF PIPE ON THE SMALL BDE DF THE REDUCER E-E Ha.THEN NO RESTRAINED JUNTS ARE NECESE Y 01RESTRAINT LENGTH L,IF FGR THE UPPER PIPE FROM THE BEND.THE PIPE BETWEEN THE BENDS IS TO BE ENT-RESTRAINED. E 50 03.75 ��A6,4401y1[11171111&N��G ELEV.=5023.28 -BENCHMARK#2: WITNESS CORNER('MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13.14.23&24 >kM KURT W. N 40219.41 �,Ax THOMSON � E 50397.83 -"'" SCALE ELEV.=4939.18 OR - DENOTES "AS-BUILT" CONDITION PLAN 1" = 30' -� �34, llo irk: -DATUM-NAVD 88 PROFILE IP 1. �os�"�'...-'!���` -COB BE #1110(ARROW BOLT ON HYDRANT)ELEVATION=4a03.86 X CONFORMS TO CONSTRUCTION RECORDS Oi70NAL 1(�13 -SUBTRACT 19.45 FEET FROM BENCH HORIZ. 1- 30� MARK pt OR/2 ELEVATION TO CONVERT TO COB DATUM. = = - -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'a WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. VERT. 1" 5' UTILITIES OCTOBER, 2006STREETS - NOVEMBER 2006 -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 1 2+00 5040 5040 IGH POINT ELEV=5021.7 i - LO POINT ELEV=502D.53 IGH POINT STA=4+8&0 i LOW POINT ELEV-5020.06 N LO POINT STA=7431.34 PA STA=4+75 LOW POINT STA-3+44.86 46 PVI STA=7+30.34 PM ELEV=5021.85 pVI STA-3+50 A 0 -,04 K=22.02 A.D. 3.13 O N=47.84 50.00,VC K-31.91 c Lu 50.00,VC 100. 'VC DID n a w rn 5030 a ^ z 5030 = In a X e 7 # gIn m� I 0_ z �.1 O } g Ham+. �i n v�i cWi IU Vi < o N+f 'Mdt S 5 TI 1 ri'1 Q J W rA Iri IJ > w Go M W u a II Z In> Z LL~ Q. > P p �o ¢ o0 Q Z 0.3 �_ p d O FINISHED _,41 / - �\ 5 Z Z Z GRADE ----- \ fa Er Z J Q 5020 `^------ ------ ~' �� `- --- - --- m 5020 o ¢ IL U) _ __-__ ------------- T\ N �.�/ W w o 0 `EX.GRADE®FL- (� O (\J 4 1E MIN.6.5' ,QI HP O Q e ! L �! 4'BLUEBOARD RIGID NEW 16'DIP WATER MAIN COVER 1 Y Iil� Cn of UNSULATION,4'WIDE. Ld 0 H7 0 CENTERED OVER PIPE - Ld d Q 00 a U ]C ..1 d Ol N D Q 5010 N n M M n 5010 m II 1 II II 1 II II 1 II II II II II 1 II II O Z > = 2 2 2 z z > > > Z Q Ld � a z � � a _ iz iA _ < _ _ J )'j "i '� CAD. CMK 5000 w w o o - 5000 DATE: 4/14/06 w w w w w REVISIONS: 4/18/06 g W 5/1/O6 k � z �� > 3 3 3 3 3 3 a a H-MS �N 7/10/06, 3/15/07AB G,T°fFE - _ H Lz 9/14/07AB 9 z `_ `_; z 0 z z }; Z z 0> APPROVED BY.. B II II Il j I II II I Ij.1 1 n �� 1 n II n> ODALIIY ASSURANCE: 1. off IN 9 o n n NCO - d m H++ + M+ <$ + 4990 4990 SChLE: SEE SHEET ppo o a e a ^ ..a aysrr o a� d e a _m $ �� pryp gp FILE; BLACK_PRO_WA 5#^ ito w oN �w n "$ "'$ $ "YM - n - $ aw - " CD oN R S n PROJECT NO.: osD21.o2 j 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 O+DO SHEET 61 OF 99 s a 1 MN I V i ii e. 1L53 I IL-IL I I I � I C� fl I LA I I O I I I V o �10B LF NEW 36'ARCH R 1� 0'WIDE 3�'( II 7.5PUT. DE I I I I Z (26 "K4J�'i 1 CULVERT I SIDEWALK ��--- ALK(BY I f PATH FETB VJ ) LOT OWNERS) I I I f NV.IN(Sw)=n.D6 �. Cf 4 1 Tc NV.WT(NE)-15.16 E 4 749.SB 9.1 . 1' 11 I i I f Irt ( III I I c REM &DISPOSE w do III Bss4 SF EM m V I I I t OF EX. ARBWIRErc Iv -1 II # W I f sr;; FENCE SETBA Tc ) NEW HYDRANT m Y- I70 K3- - I I MH ETBACK D ( ) II N 34956.63 m J o I 17 II c:�aaeo PARK 13 IE a6973.78 I 14 I I 8400 SF NEW HYDRANT I 7 7' 70246 5F SF 50 48209 SIF BLACKWoo �( I II ARROW BOLT 8400 SF I S 15 I 16 I -BLOCKL I E 495J5.54 I AREA I IN ■G� 81.36' � I ELEV. El K 8400 SF I I I 1 g 1 g -I m --=-- 1 __ 840Q SF B400 SF I m == __ ARROW BOLT -- o _ __ -=--- __ -J=__-_ 8400 SF 85B0 SF ELEV- %%XfLX% Q SF � c - _ e3i30' 1e.D9 ---- EA. - Q -1 OD R-15 ---� - ----� - -1awO - L-2 56 _I3+NLB 12 UP A S BLACKWO6riFOIP WaIER NA r �- +- F18"AUQ - N 34927.20'. 6f h E 48664.42 IIII� u FUT.MON.(E&TH CDR., -'.- -x x x K, TRACT 2 COMMON TO SECTIONS 23&26) COS 2177 N 34921.52 E 4B979.94 INV.01.19 NOTE: THRUST RESTRAINT CALCULATIONS- -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO nE°°a Ta NOTE: MNN XORRCN TAL BEND !e naN f9T RAN REPAINT IQ DEAD EN09 UERIICAL DETSEE 11-Re THE ENGINEER.THE ENGINEER GOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, ,N • s e Iz Au0 varESM , Le L, L. L, SEWER.TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT UNES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO a z.9s s.9T 1z.aa sans Aa.9s 49.9a 1zz.1s 9s es uA nA NA nA na na ABANDON ALL TEMP.BLOW-OFFS AFTER USE. CALL ALL UTIUTY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. I 4.zO e.4e n.ee 4za4 ze.sT ez.9z n4.Ta l3e.as ua uA Tz.s3 10aDT lasz na w -ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH MONTAN PUBLIC WORKS STANDARD SPECIFICATIONS 5hl EDITION.MARCH. 2003,AND THE CITY OF BOZEM ANN STANDARD RD MDOIFICATIONS,DATED MARCH, ,2004 AND ADDENDUM No.1. -THRU cAlcuu xINRESTRAINT9ASE0 ON THRUST RESTRAINT DEscu FOR DUCTILE LE IBM PIPE,FIFTH EDITION.,z°Da Pueusum By THE DUCTILE LE IBM PIPE RESEARCH ASRaCIAnON.ALL RESTRAINT A ARE FEET °REWIRE CONCRETE THRIISE HLDCR- -UNLESS OTHERWISE SPECIFIED.ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A lH-CONCRETE THRUSE BLOCK ALSO REQUIRED% . � LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION NLF.DTH IT BE S—T FOR THE IARCER PEED ENDS AN R CNN RIDINI DREI S FROM SNAu 510E[f THE REDUc[n Exc[£BR Lv.THEN NO RESTRAINED JOINTS ARE NECESSARY. /(,-.-+..-....��........rr��)7 LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. RESmAINT LENCEH L,IS FOR THE UPPER PEE IF THE RAMIHEAD THE PEE PIPE ON THE BENDS Is ro RE ENnRELv RESTRAINED.o. -BENCHMARK>�1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23.24,25&26 IN 34097.73 OR - DENOTES "AS-BUILT" C 0 N D I I O N E 50 03.75 T ELEV.=5023.28 X -BENCHMARK N2: WITNESS CORNER('MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13.14.23&24 ` ° KURT W. N 40219.41 SCALE THOMSON E 50397.83 'p 13499PE -DATUM-NAVO�ELEV.=4939.18 PLAN PROFILE 1 - 30' -COB BE FEET (ARROW BOLT ON HYDRANT)ELEVATION=CONVE6 "CONFORMS TO CONSTRUCTION RECORDS" -°�AL Flit ,,4 -SUBTRACT 19.45 FEET FROM BENCHMARK pt OR/2 ELEVATION TO CONVERT TO COB OANM. HORIZ. 1�� = 3O' -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COO'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. VERT. : 1 5' UTILITIES - OCTOBER, 2006 -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. STREETS - NOVEMBER, 2006 s+00 8+00 5040 5040 LOW POINT ELEV-5019.98 LOW POINT STA-13+75.57 VI STA-13+81.71 LOV POINT M ELEV-5019.90 OINT 46 A.D.-1.33 LO PM ST 50.00'VC K 0 W OL + 5 V) ED 0 5030 m S W 5030 = �In d am n L3 IDa3_'J WLj I/1 Q J II m a 7 Z s - Z LL_ n n. 00 �> m II O 0_'OL a d'O u f (cam Q Z IL + w EX.GRADE O ZDO 5 Z 0 Z 0.8 [il n(R•I - 0- V Z Q - J Q H Q 5020 In �NCR� --- ------ 5020 m� w� w �o ~�\ _ ____ ' V) �p N WQ `l ly --- MIN.6.5' fn O Q O E Z/ �2 BLUEBOARD RIGID COVER ~ U SULATION,2'WIDE, Y w C NTETRED OVER PIPE NEW 6"DIP WATER MAIN W 0 0 0 s -NEWjN W 0< or 0 D U N n 5010 5010 O m z z Z - WI Oil. Oil- "Z Q g w I. ii ,ti ul m U t.] U a W. CA.D. CMK 9 5000 w " 5 S V U - . 5000 DATE: 4/14/06 N b! w w "< REVISIONS: 4/18/06 7/10/06 > } `s ; s } > 10/19/06AB 93 - v A - - - "' 3/15/07AB I g z z : = z> = z = z z i = z i> APPROVED D1': 9 9 I n I I 1 a a II R <y OUAUTY ASSURANCE: B ) II I 8 II II J N Fi• F F In n ^ n n m w ,mil m 1D A uri a 4 ^±m GI m n n + a o m m + n n~ 4990 - 4990 SChLE: SEE SHEET 4 on a 8 m B - N4 wo din nKm m n HS N LLE�II - as Ks R a� s� :u{�y Ly dgfr gp{ spy FILE: BLACK-PRO-WA np e� 4 n0 eQ n� np a� qp ,ifp 8f0 i,� nn m u n Q v PROJECT NO.: Boz 05021.02 m m j 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 8+00 SHEEL 62 OF 99 s a --__ IDEWALE(BY SIDEWALK(BY - -----__-- LOT DWNER5) + TD. To I LOT OWNERS) j I ts.a litIB.w 1fV I 1 )1- EDGE I • I TI f f x V o EDGE OF E%. N 1p __ lyl m DISPOSE j i BRUSH o I " SAN SEWER 52__ 106 LF NEW 36'ARCH R WIRE o I NI V 0o TN B 9.49 N 35013.23 * ( )- y (26 x43�i)CULVERT E-47819.65 >� 12 d�s IIE I if I rn I II INV.IN(W)1F7B.06 m 13B07 SF I u INV. TS CUT(NE)=15.1B N 3 99298 WETLANDS SETBACK RO �_ 11 a �( 3 ' 1 E 749.51 140166 SF 75760 SF PARK }F 30'x30"):. GBaI a91 o SETBACK 3. REM &DISPOSE a.3s 16576 SF ___ �K 11 - D I) D_ 8693 SF s W 4963 SIF << -BLOCK $- PARK DEVICE ARBWIRE 94.19' _ f 169.61, 1 f F01( ,s R=15' JJ,. j 294135 SF ETBACK E A DS f 50,34� ------------------- ho' C .05_--_--- --- ----- 63.05' 79.72' 78246 SF 65 SF I _ I _ •w LAC W00 RO p L=23.56' NEW IP DIP WATER MAIN PL3D 42.4 NEW HYDRANT TRACT t2N 34969.37 - - Em E 46266.59 N 8 1-5$'06" W Z h COS 2177 ARROW BOLT REMOVE&REPLACE N 34927.20 d EX.BARBMIRE E 4B8B4.42 0 ELEY.=5023.5H FENCE tJ NOTE: NOTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO ABANDON ALL TEMP.BLOW-OFFS AFTER USE A A THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER.POWER,GAS,STORM, SEWER.TELEPHONE&TELEVISION)MAY N07 BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTIUTY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION.MARCH. 2003.AND THE CITY OF 13OZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM No.1. OR - DENOTES "AS-BUILT" CONDITION -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -BENCHMARK#1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23.24.25&26 E 50 03.75 ELEV.=5023.28 THRUST RESTRAINT CALCULATIONS- `��T ' •y��_ -BENCHMARK N2: WITNESS CORNER('MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13.14.23&24 ue cna TAL SEND a ree. I lFE BEMCH RE5111AINT" BEAR_ m B RTKAL 27T 11R5 ` KURT W. N 40219.41 InN B B 12 ANB VAL„E9W , , SCALE THOMSON E 50397.83 BI H29B„J.B] IZ-2t 30.D3 1 4193 ]3.BJ 122.1J 95.5J NA NA NA NA NALj$ E %LEV.=4939.18 ;s „ PLAN 1" = 30' _oT13499PE �_�� IF_ -BOB NAV BOLT ON HYDRANT)ELEVATION 4a03.86 'THRUST cuaunons WERE BnsmBDn THRUST RE3TRNNT IDE31GN FOR IDULIILE IRON PIPE.FliIH EDITIDN.p2002,PUBLISHED BY THE DUCTILE IRON PIPE RESEARCH A930CIAlIIX1.ALL PROFILE - „CONFORMS TO CONSTRUCTION RECORDS" ����� -SUBTRACT 19.45 FEET FROM BENCHMARK pt OR/2 ELEVATION TO CONVERT TO COB DATUM. I�f""'T"NBTIH ARE IN FEET. �HJ�ORI Z. _ 1" 30' MINIMUM LENGTH TO BE RESINAINm IN BON FEET. FROM FITTING. B DMEE BENDS BR REQUIRE SHOWN. TE THRUST BLTK1t. y LR T. 1" = 5' UTILITIES 0 C TO B E R 20 06 "MAIN TO UE RESTRAINED TO RESTRAINED FROM J FEET.MINIMUM LEN COI TB IR RESTRAINED On BRMLH SHOWN.COnLREIE THRUST B11K1(AL90 REQUIRED, E -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COO'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. "MINIMUM IENGTH ro BE REsma„m ipOM DEAD Enos AND FROM BOTH DIREcnons mou vALNEs. 'RESTRAINT LENGTH Lr IS FOR OIE LARGER PIPE.IF THE STRAIGHT RUN OF PIPE ON THE SMALL SHE OF THE REDUCER EI-EDS Lai THEN NO RE37AINED JOINTS ME NECESSARY. STREETS N 0 VEM B E R 2006 "RESTRAINT LENGTH Lr IS FOR THE UPPER PIPE FROM THE BEND.THE PIPE BETWEEN THE BENDS IS TO BE ENOREII RESTRAINED. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 16+00 5040 5040 RICH POINT El EV=5022.4B _ HIGH POINT S A=17406.11 -_ PM STA 17+00 PM ELEV 5022.53 V A.D._-1.33 46 37.99 _ O 50.0'VC7 o + W BE, V) N a 5030 Q + d + 5030 ]Z d ' a fl D_z Ln wi BE . Z lw> Z L_ II III, O rO Q 00 s 9 M > �� �o qFI ISHEDGRAADE 'Y++u o +u Z 0 d ------- ------- - 5 Z z-- ------- _Q - - U.HS% Q En Q - J Q ------- `----� - - -«--- 5020 --- --- __ ___ -- _ - 5020 m �o Q U) MIN.6.5 -- (� W ir N O E COVER JEX.GRADE Q ~\`�y' -_---- N OO O Q Q U SULLAETI00NN,z'Rti OE, Y w Se NEW 12'DIP W TER MAIN Cl NTERED OVER PIPE W S Z 0 = o o W oa o a a N & m U 0 n D ]C a 0 5010 - e U 5010 O m - _ 2 i Z = ui > 1 II uz> ui IIZ ? ; O = - - - - Q N W � J 'e CMK 9 5000 a 5000 DATE: 4 1a o6 J > a REVISIONS: 7/10/06 3/15/07AB A � 9f APPROVED BY: B ';, ' ' ' 1 QUALITY ASSURANCE: N1 M +� o + 4990 4990 SCALE: SEE SHEET �$ m 4{u�yi, yp` gTpoy gEpa�I �pN Iq �pnqp� -per opn FIEF; BLACK-PRO-WA oN p"" oN ENO "N O np �TJ "MF "IO �11 i11 �N N h '"il1 "n! "N O u PROJECT NO.:BOz 05021.02 " Mt � � SHEEE 63 OF 99 j 24+00 23+00 22+00 21+00 20+00 19+00 18+00 17+00 16+0D s a O= IN �` IIut ! ! ' A SE AC � FUT.5'WIDE ! D 1 79 mCE MD OF IX. ` SIDEWALK(BY� 4 ` REMOVE&01 OSE BRUSH m OWNERS) B, 3 6' `25' S1 EW PARK F CE 6 WIRE t'� '� izasQ; 1' 10379 SIF CE N 47819.65 \ 22.5 22.83 1 3 II EW YDRANT E'47819.65 �VY 1, 11 30i.30' I 3 ! TD= o T� 1 A ROW BOLT WETLANDS SET a BLMCKII I ! 22.BB 22.70 y ''S E V. 25.92 m� 757 ---__--- (!EA= R 9.42' 54.0 50.7' 14.35401fi8 SF "n� T4 I -_-- L=39.15' Ee O +GB s ea 99rq .2r -E L39.46' ze+ _ zs+DD L.._. GOD ROAD x W ■ TEMP.DEAD END -+f � BARRICADE PATH SAN SEWER MH 47 , (3)9 BUTTON 82-14, 'RIM�5023.21 71 LF NEW 42"ARCH DELINEATORS(SEE 1 INV,OUT(N)=11.68 RCP(31 91a'x51 19"EACH N 47 4235 TS E 47B1 B.3B DETAIL FUT.SECTION (S Y4 I CULVERT(S) 9. o FE CDR.,SECTION 23) JI T�� 2 INV.IN(S)=19.02 Z �+ Em N 34843.33 IK ems' Qjy�' INV.OUT(N)=17.62 o d E 47556.41 NOTE: Ir V ABANDON ALL TEMP.BLOW-OFFS AFTER USE. VV THRUST RESTRAINT CALCULATIONS- MNN HOROMINTN ININD G O TEE BRANCH RESTRAINTIO DEAD ENDS I M fliN:AL OFFSET II.2D 11.25 225 96 BOF. ANO VALVSDI L, L L L 2I I d. I I30.89 NA IB 3 .7 42 1069{9 21 )A0302 11W 251 11' W.9 Iii.99 iSJ9 100.94 129.96 54i N A B5 22 861.29 I NA I NA B BED ON HRUST N FOR ISHED BY 0 MSM UN LENGTIiSIb BEIN ER STRAINED IN BOTHONECTIONISTFRQMGTITTNG DO¶DECREE BENDS FlAL50 REWIRE CDNO1ElELRIR BLO NDUCTILE NON PIPE REBEARCX A330CUTON.ALL I%AIN TO BE RSTRAINED TO GREATER THAN 5 FEET.MINIMUM LENGTH TO BE RESTRAINED DN BRANCH SHOWN.CDNOiETE RHRUBT BLOCK ALAS REQUIRED. IOMINIMUM LENGTH TO BE RESTRAINED FRON DEAD ENDS AND FROM BOTH DIRECTIONS FROM VALVES >Es (NRSIRAINT LENGTH L.IS FOR THE LARGER PIPE IF THE STRAIGHT RUN OF PIPE ON THE SMALL S1DE OF THE REDUCER EACEEDS LI•111FN NO RESRAINED JOINTB ARE NECESSARY. KURT W. IORSTRAINT LENGTH L.IS FOR THE UPPER PIPE FROM THE BEND.THE PIPE BETWEEN THE BENDS IS TO BE ENTIRELY RESTRAINED. SCALE �,A TH OM SON S p 13499PE PLAN 1" = 30' PROFILE HORIZ. 1" = 30' ��O TONAL 11�L\p VERT. 1" = 5' OR - DENOTES "AS-BUILT" CONDITION 5040 5040 X a 46 O a - O < o m rc M'. W r IJ) CV Iv ,� NOTE: o rc Q Q 5030 5030 -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO = BB Q z 1 1 0 F THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERMCE LINES(WATER,POWER,GAS,STORM, ~ II F n 1 m m SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REWIRES CONTRACTOR TO Z m II w d II N 1 S CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS � Li O rS s > a a J -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, Z I U3 Z F- d 2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,20D4 AND ADDENDUM NO.1. > FINISHED O r 0 Q O O G ADE GRADE -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A D_ F- � _ - LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION II� LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. C Z 0 1 N - --- - -BENCHMARK f1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23.24.23&26 ! Q Z Q _ N 34897,73 Q Q H Q 2R1 GRAVEL �1AIN. E 50303.75 of IL d Q m 5020 COVER \ 5020 ELEV. =5D23.28 TO EXISTING W / -BENCHMARK/2: WITNESS CORNER("MMCSSA'YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14,23&24 [r W p +FUT. 2"WATER NAIN� N 36■ AI N 40 97.41 p a NEW 1 "DIP WATER MAIN E ELEV. =83 V)I- O Q O 6 ELEV. =493A78 Y w n -DATUM -NAVD 88 Ld -COB BENCHMARK K1110(ARROW BOLT ON HYDRANT)ELEVATION=4803.86 W S Z 9 S d Ni m m -SUBTRACT 19.45 FEET FROM BENCHMARK#1 OR#2 ELEVATION TO CONVERT TO COB DATUM. �Q O n a a � LL II 1 - 1 II -ANY EXISTING OR NEW VALVES WHICH CONTROL THE CDB'B WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. U D Y 3 i i � y 1 I1 THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. ~ U 5010 5010 O m M O d 0V O Q _ +m Z W Zn g D z� r y 10 n U c�.D. J CMK 9 5000 < 5000 DATE: 4/14/06 �>< REVISIONS: 7 10 06 m ; < 10/19/06AB y N gA 3/15/07AG ul z� I d 3 3 I 3 APPROVED BY: B QUALITY ASSURANCE: ro�. ,� n n' m s S� o �°° m 4990 4990 "CONFORMS TO CONSTRUCTION RECORDS" SXL- SEE SHEET "g '$ 1,z, 'm - OCTOBER, 2006 BLACK -PRO-WAa oN N UTILITIES FILE; T O j 27+Qo 26+00 25+00 24+0o STREETS - NOVEMBER, 2006 PROJECT NO.:Boz 05021.D2 SHEET 64 OF 99 s a I> x~x� _ Y!n mNON X~X�x w Jo o Z ooAa M m W<a = a o a oIJ; � W ow aIS, N e d (O �N x �lo'aILASTLOOP wo �gk�m_ m �I alm V a il3 Z_ Z O zLLJ pig i Ws o�I- Q EN 11 G AS ALL TEMP.BLOW-OFFS AFTER USE, 'R. Nieizo ,moo �G�K II 1 DE MT eN 11 41757- X , e y _ M 169. 1P M, Z aLlLAST-mop 013 a>a �iEB 8 D1 '1ST' �_ NAIN YX 53 MH IINRP_MN — �rt ].6[ ]W- I� Wm o Ubs W m JQ ,'� Ca iif]'gB' �Np p, c 1 -- _ __ _ n �+ ------ _______ ____ VS c� ■ -- ----- --- - -- -- -�\-- Tn 9500' ------ 3162 .J<zsJ.W� a Z Fy -- _ _ --- - }IP 39.Ii' 93.41 4928' JI 89.T — S_ I Do' - rcn�mSXxe n#Yw 8f.30• I y asz m��Xa r� m y O 11 All SS NEW 6 BER 3B PVC 8AN R MAIN I O wl I Iw 5�_5 Q^<B�pQ ?3z� Bovonom�soo _iae a i LL N J r z W K> I ` NEVI tlP TYAT[IL MAIn I I z a .L I I w 930Z. Q XltlM301S (9BBNW0-LOT - O• 30VA,9 g AB)XlVM3Ol5 Y L 4B,3T ------ ------ --- --- \I 301M,5'in-4U 50.95' 91.74' I� U S I y NS � Eh �a DWI f N M y '� a fr n § n'o DO � ED BID -BENCHMARK#1: TON CORNER(REBAR)COMMON TO SECTIONS 23,24,25 16 VQ p Nei N 34897.73 NOTE: E 5030175 ELEV.=5023.28 KURT W. -EXISTING UNDERGROUND INSTALLATIONS k PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO SCALE :_� THornso THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, -BENCHMARK#2: WITNESS CORNER('LIMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13.14.23&24 p 13499PE SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO N 40219.4I PLAN 1" = 30, - CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. E 50397.83 PROFILE '�S'•, ..-'G\, ELEV.=4939.1a -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, HORIZ. 1" = 301 Oi70NAL IIjt11 2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM NO.1. -DATUM-NAVD 88 -COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION=4903,86 VERT. 1" = 5' -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A -SUBTRACT 10.45 FEET FROM BENCHMARK$1 OR,2 ELEVATION TO CONVERT TO COB DATUM. LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COO'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 "CONFORMS TO CONSTRUCTION RECORDS' THRUST RESTRAINT CALCULATIONS- OR — DENOTES "AS—B ILT" CONDITION UTILITIES — OCTOBER, 2006 5030 NNN HORIZONTAL NO ae rBBB P FEE BRANCH RE HINT(n DEAD ENDS 12 1EN11CAL na 5030 AND VALVE R.BB fi.B) 14.44 3p03 ASBJ i3.B] 122.15 B5.B5 NA A NA NA NA IIA ZI ).R 1S5 32.9E )B,]B 11400 25.B9 190,58 255.68 IBB,)5 3B 05 220.21 BB3.29 NA NA -THRUST CALCULARIXIS I BASED ON THRUST RESTRAIN DESIGN FOR DUCTLE IRON PIPE FTH EDITON.HIO2 PUBLISHED BY THE DUCTILE IRON PIPE RESEARCH AESDCIATION.ALL46 RESTRAINT-TI9 ARE IN FEET, NiMINIMUM LENGTH TO B RESTRAINED IN BOTH DIRECTICNS ROM RTTNG,9U DEGREE BENDS 0 REWIRE CONCRETE THRUST BLOCK. MNN TO BE TO GREATER THAN 6 FEET.MINA UM LENGTH TO BE RESTRANEO C BRANCH SHCAIN.CONCRETE THRUST BLOCK ALSO REQUIRED NMINIMUM LENGTH TO 81 RESTRAINED FROM DEAD ENDS AI,S FROM BOTH DIRECTIONS FROM V LVES I9RESTRAINT LENGTH L, FOR THE LARGER PIPE IF THE STRAIGHT RUN OF PIPE ON THE SM SIDE OF THE REDUCER EXCEEDS I.P.MEN ND RESTRAINED JOINTS E NECEBSARY. Q )RESTRAINT LENGTH LI 3 FOR THE UPPER PIPE FROM THE BEND.THE PIPE BETWEEN THE BE ES IS TO BE ENTIRELY RESTRAINE Q W � Q a � 5020 5020 ]z u, a a N a- Z Lo _ W H I In l m Q W W J o Z Z L� p rD Q OO a II II dw 1, Zd Z ,O F_ O 0 5010 ED a �FINI�SHD + -_ -_ �`_� 501 0 m W M W �(wwn a _ �_ w _ - -- Ln pfI7 �p n mg n� m o B W II n u F p d W Ed _ E. GRADE GRADE MIN.6.3' W So a O o Cti e.l o - NE 8'IMP WATER MAIN Q In �/ D_ J ri II C5 „ of > ? D Lo 5000 m , z 5000 a ' x - O a } - G r } ES F Y II y ESo! CMK e Z BE Z BE � J I II J II V � � U U U V � V V I CA.D. 9 4990 g - e e e g 4990 DATE: 4/14/06 I < .3l P.1 P.1 g m .�1 ;s N AR w N N N N w m REVISIONS: 3/15/07Ae io m� a wil D .11 e� i z w i i z w y z 31 z — APPROVED BY: z OUNUTY ASSURANCE: n 2 2 y II II II II II II I II y II II II � , N II Il m m v ,vE nm Hm _ m _ �+ '' S3 R n ri R N $ S S g;zz + + + +#4980 4980 SCALE SEE SHEET m a ADg -1 m a� g o q a� ri wo wH .ri IS I., LAST-PRO-WA ^_ FILE; PROJECT NO.:BOZ 05021.02 j 0+ 10 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 SHEEL 65 OF 99 s a o " Rl- 4 30".30") x SO m m I s + I V O owo kOb V!� n o wl I I o I IF, ` ,,.z, ------ t -- LAST LOOP " NOTE: ,yY ~x Y V) - ��t L - ABANDON ALL TEMP.BLOW-OFFS AFTER USE x x� 0 N ��_ -I�3T LOOP DRIVt�a $ Z ABsIrB.'w,i�Bo` , I I R�x�k ,DO 'IO Y k x - NEn. BIP WAT]t NA ,C- I N L� m WANK m tso-—--— too------- = c �= �� — W o GO W od 1 -- m 0 LJ SAN SEMEN MH 56 `P^ =1 f04,88' A Q ■ - RIM=5014.54 _ g2Y 9741' 49.28' INV.OUT(N)-4.02 '�D*y 9°�s } mm�S J r m — i HJ l' Ord' oII _ nl I I G. oar •` .s9 .�` �i�' o* � �zv,g� } `L I I a I r CID 33 NEVI 1'80R 35 PYC BAN8 R MAIN e m ^h Q�i U a (dAL) G / / o z( o d 3 00n0'00'E i+,00 142�' ¢ADO �ryrV _ -N ^ IIIIY V NEW DIP WATSE MAIN y , 2p711 jj ry .BYf' In Q ( P a .{e 0' it B 30LM �I ! d0� --------- - ---- --- ---— mod ?r. „o�g SCALE i I PLAN 1" = 30' ( e AA sD.gs' 91.74' '�, a _ / ! .N N W o l I m Y.y 94 PROFILE V v $ PARK ! !r � fI r a.d� X m HORIZ. 1" = 30' 28s SF s r "p>° r 1 I �^- �� 335'__ VERT. 1" = 5' got= EC9=30 09'0 L-E GOB Co 'e \ s e m " D 0CC o \ - m �39` mR� \ I Nrvl ! l/ham i Sl (IN -BENCHMARK#1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23.24.25&20 N 34897.73 NOTE: E 50303.75 KURT W. ELEV.=5023.28 THRUST RESTRAINT CALCULATIONS' -EXISTING UNDERGROUND INSTALLATIONS 8E PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO .� THOMSO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, -BENCHMARK#2: WITNESS CORNER('•MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13.14.23 d[24 Maln HORI20NTAL.ENO e.r...T TEE BRANGN RESTRAINT- BEAD ENDS IR u B RTCAL OFFSET V 9. Lp 13Q99PE �LU� SEWER,TELEPHONE Ac TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO N 40219.41 n.z. zz.. al E. , AND VALVES- L, L L, L, �� CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. EL503974B39.18 ie lie es A. rHHA A ioB. r�SS�O� L GN\At -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, T.Bz 1..IAI Oz.A. Tea. 1.oIO z..e. eD..e z.3..1 11H..�e OIHa.IO.zza.n.exz. NA NA �77 A 111 2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2DO4 AND ADDENDUM NO.1. -DATUM-NAVD Be -COB BENCHMARK 11110 ARROW 80LT ON HYDRANT)ELEVATION=4903.88 •fXRU3T CALCULATONB wFAE BAfiEO ClH THRUST RESTRAINT DESIGN X3i OUCTI£IRON PIPE FIFTH mITCN.ROOR,PUBLISHED BY THE GUCTI£IRON PIPE RESEARCH A�O(e ATOM.ALL. -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A -SUBTRACT 19.45 FEET F ON BENCHMARK#1 OR#2 ELEVATION TO CONVERT TO COB DATUM. RES ANT LENGTH.ARE IN FEET. LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION MINIMUM LENGTH TO BE RESTRAINED IN BOTH DIRECTIONS FROM FITRNG.90 DEGREE BENDS ALSO REQUIRE CONCRETE THRUST BLOC[. LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. (AM LA LENGT BE H TO BE RESTRAINED FRNED TO GREATER OM DEAD RNO LFgOM BO1110DWEC90N5pFROtl ON RLBh9NCH 910WN.CONCRETE THRUST BLOCK ALSO REQUIRED. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. EMREM NT LENGTH L,IS FOR THE LARGER PIPE IF THE STRAGHT RUN OF PIPE ON THE SMALL SID OF THE REDUCER EACEmS L,.THEN NO RESTRAINED,ONCE ARE N CESSa -RESTRNNT LENGTH L,IS FOR THE UPPER PIPE FROM THE BEND.THE PIPE-EN THE BENGE IS TO BE EMTRELY RESTRAIN-. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 2hH0URS PRIOR TO BEGINNING ANY WORN. 8+00 9+00 10+00 11+00 12+00 13+00 5030 5030 OR - DENOTES "AS-BUILT" CONDITION - �/ — PVI ELEV 5014.88 /\ — A.D.--0.57 — K 57.48 50.0•VC i > 46 F NO m 3 m BE N s �s w RD n II II 1 a m 1 II" II II Z N W II F Q a w 5020 "' ' > 0 � 5020 = In u IT ,R a IX.GRADE•q 3 p - Wr a ILL]O II p + — Z V) Z —O IL-+ N FIGRAE Q O d a MIN..-E. S Z cL Z ` COVER a Z a(n Q 5D1 D NEW 0'01 WATER MAIN--, 501 O m of Z J �o a 12 w� w rr[if 0 0 e N m m mm m INV.=5008.03 O N O m a d SoSCAR w D p O o SZ g vS n II 1 II II Z w 0 a H NP II > Z z U LL Q> Z m II y _ D J 5000 = 5000 0 = o DO Q w G e F GOo FZRI 9 4990 » DATE:o '� 4990 CA.C. cMK Mi 4/14/O6 s e m REVISIONS: 3/15/07AI3 `x N N Bit N N >>> X N m d f in m APPROVED BY: z z i Z z z i z z B II II , 1 II 1 II l 6 II 1 OUA,UIY ASSURANCE: g r R m � 4980 9 � + + � � + � N N1 1 14980 ,1 CONFORMS TO CONSTRUCTION RECORDS.. SCALE: SEE LAST-PRO- CO FILE UTILITIES - OCTOBER, 2006 NO 6 6 STREETS - NOVEMBER, 2006 PROJECT OF 05021.02 j 8+00 9+00 10+00 11+00 12+00 13+DO SHEEP ea OF ea s a I I f II rt I IU II UI p11 III ] II 31 s' zs' 1 f II III II I m I 17.9 5 3I -BL O- as ! I II r g ,1 + 11 <11 s 1 V o �Il 12 rn l eRco{ uR=.4tsaRln wri9 II ajI 003 SF 9000 SF (3)9 BUTTON Ta TO OELINEATOR � 19.n �99 OTAI m EW 3 V1 w- -w, _ 4D w- myy'zz w fis+w'ze'w w' -w �J9.Y N1'-wwAnSrNsi B G.... v - 55 -96 - _ 56-=35 PVC SPIV SEVER MA11T UN 711 - - �� � - 161.02' S B'i9� -_ �A�� n W m o ----- - -- ----V_ L-Y - - _ _ _p is R9 ; Z - - C SAN SEWER MH 62 -c-- - - ---�- _ of i C - 1 I RIM=Xxxx_XX SAN SEWER MH 71 ,j ��F T -- ==per 14 RIM=xxxx xx kk u SF Z ... INV.OUT(NXx.Xx J' L=2AT I n;- 9000 SF I INV.our N-xx.x INv.IN(s)=xx.xX I I M , 1a I ae7i S' I 15O I 16 INV. DUT(w)=xx.xx , V I I - �/ q 7 NEW HYDRANT 19 ee SA SEWEye MH � D C f\ 11-1 / I 10349 SF E�Fl4T830.88 I =3' I RIM 5019.6)m2 c ARROW BOLT I I =g,42' INV. UT)NY36 I + I _ x ELEV.=5021.35 II I I A Ora 1 e I Tn (301 R 1 III I I r I 1 1 I I I II I I I� I 1 II III III ', III_ 25 6 3Y C e A w r-------- ---------------- NOTE ABANDON ALL TEMP,BLOW-OFFS AFTER USE NOTE -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENI SUCH INFORMATION. SERICE LIES(WATER,PWER.GAS.SR . SEWER, IN THEPHONE&NTELEVSION)MAY NOT BS NO GUARANTEE RAIGHT LINESR RYASFINDICATED ON THE PLANS.VSTTATENLAW REQUIRESO CONTRA TORTOTOM O tt\t,,0`,✓�'"""�'/I/,�� CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. T *� -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, ( KURT W. 2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM N.1. X,A{ TH OM SON S =0 13499PE -LINLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF ALAND SURVEYOR LICENSED IN THE STATE OF MONTANA TECHNIQUES AS ARE REQUIRED AND BY A SPECIFICTTYPPEI OF WORK BEING AN EXPERIENCED IN CONSTRUCTION PERFORMED. ���70+NAIL�I(�iI -BENCHMARK#1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23.24,25&28 I N 3097.73 E 50303.75 SCALE ELEV.=5023.28 PLAN 1" = 30' -BENCHMARK#2: WITNESS CORNER('YAMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14.23&24 PROFILE E 50397.83 HORIZ. 1" = 30' ELEV.=4939.16 VERT. 1" = 5' -DATUM-NAVD 88 -COB BENCHMARK/1110 ARROW BOLT ON HYDRANT)ELEVATION=4903.B8 -SUBTRACT ID.45 FEET F ON BENCHMARK#1 OR#2 ELEVATION TO CONVERT TO COB DATUM. -ANY EXISTING R NEW VALVES WHICH CONTROL THE COB'°WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. /-'"�""Y•1 -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR ID BEGINNING ANY WORK. ��•/ OR - DENOTES "AS-BUILT" CONDITION -_ 3+00 2+00 1+00 0+00 X 46 HIGH POINT Ei EV=5019.80 HIGH POINT S rA=2+18.73 PVI STA=2+00 PA ELEV 5019.97 IJ..I A.D. -1.6 _ g Q 5030 K- 198 5030 Q a + € 100.0•vc o m n m UD �cl W.n am r� _ W Q J U) 19 c3o M,4 = Z , Z - II II 'I II �' [i''R I�I�jI II II U II r+II 1n O d Q Q O n II II _3 �} II aY II THRUST RESTRAINT CALCULATIONS- (n Q Z 0_ u'i 1O w> 11 � i �� 0 Uri d ++w w FUT. '3 aw od 5'� 'I Muu n W1 TA N nl w DUD suns RnDAL OFFSET 1,.zs 5 Z �t W rL TRADE o+ +W }} }} in 1 4 B A e 12 ANO YALVE6. , Lv LV L, 4 Q Z Z+ 5020 N tl O WC�O O 8 2.98 5.9J 12.44 30.03 43.93 ]3.93 12915 9585 NA MA NA NA NA NA Q In Q J Q _ 5020 4.PL 8.48 I].89 4R.84 2°.5] 9R.9R 114.]6 1366fi NA NA Y1.Si 108.0] 14.SR NA Z ' 1 1 za NA I LA m H QIL 1 4. Wise MA NA Q W W H ------^ y __ ",RUST CALCUW I ARE N£Rf BASED ON THRUST RESTRAINT OE90N MR DUCTILE IRON PIPE,FIFTH EDOION.2002,PUBLISHED BY,E DUCTILE IRON PIPE RESEARCH ASSOCIATION.ALL (///tt Lo ------- ---� r �------- f�FTS,AINT LENGTHS ARE IN fEET. yA �� N W \ _ MINIMUN LfNO,TO BE RESTRAINED IN 5°,DIRECTIONS MOM RTTFAA 99 DEGREE BENDS ALSO REWIRE CONCRETE,RUST BLOCK, � r `EX. ADE®� 2O'1 GRAVEL - - I�MAIN TO BE RIM ANED TO GREATER THAN 5 FEET.MINIMUM LENC,TO BE RESTRANED ON BRANCH SHOMN.CONCRETE,RU5T BLOCK A-RECUIRED, I7, Q LLI m I MINIMUN LfNO,TO BE RESTRAINED FROM DEAD ENDS AND fRCM BOTH DIRECTIONS FROM VALVES. BD (n Z E TAPER BACK °�R6TRAINT LENOTH L,IS FOR,E LARGER PIPE.IF,E STRAIGHT RUN OF PIPE ON,E SMALL S10E OF,E REDUCEA EXCEEDS Le,THEN NO R07AINED JOINTS ARE NECESSARY. TO EXISTING IOR6TRAINT LENOTH L,IS MR,E UPPER PIPE FROM THE BEND.,E PIPE BETWEEN,E BENDS IS TO BE ENTIRELY RESTRAINED, Y 0 p �Q COVER DE Iw S Z J m UT.8"WATER MAIN NEW 8"DIP WATER MAIN Ir Q Q f --��--- - - - ------ U LLI -------- -------- _- - -- ----- D-------- --- s 5010 ----- ------ 5010 ~ a a 12"SAN SEWER A O Y Q 9 Q W C e BE in V 5000 aN" N 5000 DATE: CIAK 4/14/06 g 3 7 w w I a� REVISIONS: 7/10/06 � a m .Ilzo It! ��N y 3/15/07AB z rc11 W CE APPROVED BY: QIJAUTY ASSURANCE: N M Sao jK • 4990 03� 4990 In "CONFORMS TO CONSTRUCTION RECORDS" S� SEE SHEET �1 9 - UTILITIES - OCTOBER, 2006 FILE;MEAH�RO_WA STREETS - NOVEMBER, 2006 PROJECT 67 of 099102 3+00 2+00 1+00 0+00 3 s a + tl I I )I I II I III III ft I IL-----------------j I I II I II I III I I TOP OF POND=5004.5 I fI ) WATER LEVEL-3.50 f if "I ! II I II I III III BOTTOM CF POND=2.00 I I I I I I II REQUIRED STORAGE, f If I I f f l it I I I I • =3994 CF STORAGE S+C mr" If 16 f f -4380 CF ETEN-nO III seal `r (a:1 SID LOPES,SEE 15CIPAI POND 7f !11-i l f m 7115 SF _ STO f If R1-1 TEMP. � I _ ! II fffIf i - DEAD END %30-) B ARRICADE I7H I IIN DD g -BLOCK 15 I I 7393 E(30 (3)9 UTTO mMH U TOS(SE OHIM 15'A-2000 PVC M- DELNEAR 5DIMSAIN 6 m 5007.80 L=25.04 DETAL) No- --`_f N I1 -a- III I d INV.OUT _ ]_ _ - - �' q l - �- - =-- c �._�I7 E NO 35EC 81 NW)=4.2 N EA= -- --- � -� fTl I� �L-- ----_ y 972.65 _ AN'CE DRfVE_ '� -- / V - ----- INV=2.00 26 LF 12-STORM R Max PD`- 1m.'p w � -w- DRAIN 00.57 0 5 ea '3 -_E -w u .Bs w2RP CRA�O, �'='� » 8aCS4'3YE o2400 is4.n' '� 24 LF 12 '�-� - - - ARRiDrB 0.5T. ss- - - • -NT z.�� - �-----t��=_� - -=-- STORM -- ss � STA.10+76.9IN ._:: Q =' eA1-------- ------ - 41 DRAIN "-' _ _ INLET U3(TYPE II ✓- STA.0+2B.55'--`-------� F---- _�------- TC=5008.1 C I STORM DRAIN 1g I I III ��---- L�- I llrl `------- r RIM-7. TT7 - I f1 INLET U2(TYPE II) I I I I w m r .-B L 0 0 2-II I I III I I NY.O1T(N q_ TC=5008.07 7345 SF YD 24 S L=z.9'RIM-7.s7 I I IIf I I I I I I III W DRAIN 0 0.5 If INV.OU7(NE)=4.57 I f I I in ao I I sra.10+114.1 III f l I I f o II II I II STORM Dgal I I I I p J 1 III I I I II 1 LET U7(TYPE ) I f NEW HYDRANT I I I I 76 SF iC=300d 1 N 35866.87 PoM=7.1 1 1 E 49D35.40 I I I f I� I II III I I I"1 Nv.o T f y ARROW BOLT I f ! III I I II II III V V (uu�= 7 p r it ELEV.-XXXX.xx I I f II II ` f1 1 I If f I II II-------------------- f N-------------- - �I I If I Ij--- ----- f / A Iff if 7 ! I I II I� I If IT I i I fl I / I U 676 F f l f 1 1 1 I I II I e' ) 2 -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE U71UTIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, KURT W. SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT UNES OR AS INDICATED ON THE PLANS,STATE LAW REQUIRES CONTRACTOR TO �,A THOMSON CALL ALL UTIUTY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. �p 13499PE 1V� -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, 6tiVjy� i= 2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM NO.1. SCALE '%SS/"'"--•"c`;��� -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A PLAN 1- = 30' w'�ruAL'tIL11 NOTE: LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION ABANDON ALL TEMP.BLOW-OFFS AFTER USE. LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. PROFILE -BENCHMARK#I: SECTION CORNER(REBAR)COMMON TO SECTIONS 23.24.25&26 HORIZ. 1- = 30' N 34097.73 E 50303.75 VERT. 1- = 5' ELEY.=5023.2B -BENCHMARK,y2: WITNESS CORNER(-MMCSSA"YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13,14,23&24 N 40219.41 E 50397.83 ELEV.-4939.18 -DATUM=NAVO 88 -COB BENCHMARK#1110(ARROW BOLT ON HYDRANT)ELEVATION=4903,86 -SUBTRACT 19.45 FEET FROM BENCHMARK/1 OR#2 ELEVATION TO CONVERT TO COB DATUM. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COG'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. C= HIGH POINT Y=3D,D.29 OR - DENOTES "AS-BUILT" CONDITION HIGH POINT S A=3+01.0 \ / PM STA=3+00 ,J[` - PM ELEV 5010.56 W O tl A.D._-2.15 Ln O 5020 Z BEK= .38 F 5020 Q K K N Ml n 0 0 D_ Z Q n� nos . as ant R W ~ cl THRUST RESTRAINT CALCULATIONS• W W Q J N N �' . rtcoucE ro Z V> Z L�Q u9 O N ¢ .M =MI MAIN XD1SWOFTAL BEND tl•F®RI TEE BRANCH RESTRAINT Ea DEAD ENDS 12 B RCAL OFF"1Ef 1.aa O Q O In I MA VALVES. O } H- N Na.92 10.94 22]B SS02 19.SB 51.41 ID).Pl 1)).99 ]5.59 100.94 129.46 2EB,4) IRA NA Q d Z D-O $ F o 1 IO I II I I I I y1 1 I N w N w O Q W m F+1 io w ].]P 1858 3246 ]6d6 1.00 28.80 BD5B 25SB6 1BB.]5 3B6.05 2R4.21 6B].20 NR NA 5 Z Z T 5010 1 GI w w w 1 O W FUi•rL GI - I•+1 nCH - 50�Q -THRUST CALCULATIONS WERE BA ED ON THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE,FIFER EDITION,ZOW.PUBLISHED BY THE DDUOTILl ROD CR A150 R O 111­­Cl ASSOCIATION.ALL Q �Q J Q ^ "M"'AE LIfE]NYGIHSN bE XESFrcNINED IN BDIH DIRECTIONS MOM n1nNF BO Oecn[E eexos ALSO rteaulnC conUiElE TnnusT BLOCK, Q' Z + O ItI Ci D W W tJ W - IOMaN lO HE RESTRANED ED GREATER THAN 5 FEET.MINIMUM ILNGIH lb SE RESTRAINED ON BRANCH snDwN.CONCRETE THRUST BL z) Ld 0 Q Q I.—MUM ltncLE TD BE RESTRAINED moM DUD ENDS AND FROM BOTH DIRECTIONS FROM VALMR I.R.ENAAIN ,T LEN=LI IS FOR THE LARDER PIPL IF TEE-AIGnT RUN OF PIPE ON THE SMALL SIDE OF THE REDUCER ERC—La,THEN No RESTRAINEU CDlrvis ARE NECESs 1 � W� � �� +--- IS FOR THE UPPER PIPE FROM THE KENO.THE PIPE SCTWeEN THE SENDS 15 TO BE ENTIRELY RESTRAINED, W FINISHm IY p N Ld t CA - -- -------- ------- In F 0 Q E ADE/ __ ---- l/ to In 20:1 GRAVEL- -_---- - ---- Y Lj S Z OFr ER B INV.IN(SE)=4.47 MCOVER TOPEXISTINCK -+EX.GRADE 0 fL Ew O Q W c INV.IN(SW)-4,49 FUT,8-WATER MAIN d U INV IN(SE)=4.59 (� CL Q --- ----- ------ -- H J 5000 -- -- - a O N NEW 8"DI WATER MAIN Q L N Q D > ' UD = SW DO J am^3 UB ow K .N1� -0 Z e p': I Bl CAR CMK 4990 p - a Iv 4990 DATE: 4/14/06 N REVISIONS: 3/15/07AB SO z� Z W 4 4 APPROVED BY: `s II i i N 1 1 OU4ITY ASSURANCE: L � NPR m 4980 ' 4980 g $ N 4 N, < " 5a SCALE: SEE SHEET �„ mas a CONFORMS TO CONSTRUCTION RECORDS „ F3 - FLE;LANCE3R0_WA UTILITIES - OCTOBER, 2006 PROJECTNO.:BOz 0502,.02 STREETS - NOVEMBER, 2006 j D+OD 1+OD 2+00 3+00 SHEEE 68 OF 99 s a _ _ - 01 r it r---------_�I 8539 SF cn �^' ! i 81 1 fI f 11 a) o ii �! Ilo • w �r r i I II flcf o it R1-1 ! ID I ! b1p I I I1=I I a - i it (3D°X3D°> BREE I _ La 14-W HYD F\I �° ! iT I r - LQ 2 �- I I IIN I F~N 35zas.79 4 E 48981 89 co L=2s os r 71 i f III` f D r 1 !L ARROW 01C 9241 SF I ELEV.XXXX.Xx AN __ ___ _ _ z - - - �� -- ___ ss -�-- -- -�- -- -- ---- ---- -- s 9 -u - D -w- N- mT.R•NAmE MA1N ��.�_--- ���===�"J"' Ci BE,8'O'E5 _- W -N- -per -N� i 1YARP �` - 2+00 -S b98T8"E Ct0iN1 ]+I 100.eB' 9e � - - - W O PARK R=15' s.n n yU>isr v L �e W L 23.56' _ _ _ = - -------�------------- - I11 II IIII TEM P.GD Ny - ;-- _1II-- - cI - E nT --- -TO urrou 9 8 V I DETAIL) 1 9400 SF 8400 SF 8400 SIF(3)9 DEEarDRs(SEE W sa00 sF I 9002 SIF po I I I f I -BLOC 23- f I II I I A h c V V NOTE: ABANDON ALL TEMP.BLOW-OFFS AFTER USE. N DTE: -EXISTING UNDERGROUND INSTALLATIONS&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO O THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, SEWER,TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO q CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS STH EDITION,MARCH, 2003.AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004 AND ADDENDUM NO.1. KURT W. -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A 2,A THOMSON LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION _O 13499PE LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. �� (, � •_ -BENCHMARK f1: SECTION CORNER(REBAR)COMMON TO SECTIONS 23.24.25&25 SCALE r%;��o�A^•-•-"c"���� 7.73 1,Flit E 50303.75 PLAN 1- = 30' ELEV.=5023.28 PROFILE -BENCHMARK J2: WITNESS CORNER("MMCSW YELLOW CAPPED REBAR)TO SECTION CORNER COMMON TO SECTIONS 13.14,23&24 HORIZ. 1- = 30' N 40219.41 E 50397.83 VERT. 1- = 5' ELEV.=4939.18 -DATUM-NAVD 88 -COB BENCHMARK 01110(ARROW BOLT ON HYDRANT)ELEVATION=4903,80 -SUBTRACT 19.45 FEET FROM BENCHMARK#1 OR#2 ELEVATION TO CONVERT TO COB DATUM. -ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'.WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. -THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. HIGH POINT ELEV OR - DENOTES "AS-BUILT" CONDITION �S PM STA- _ PM ELEV A.D. 58 w 0'_ O 5030 _ loom, 5030 Q + 2 to w a gad ui ¢ J N 5 < za ¢ m II II THRUST RESTRAINT CALCULATIONS- (n F� Z IL vT iO a rco w a rco n NeoucE ro C - 1 p MI MI PAIN HORIZONTAL REND MN nos IB TEE BRANCH REBTRAINTOI BEAR FND9 I2 B TCAL OFFSET 11.LR J Z `� Z h 1 1 I U II 1 U 1 I I m in 11.2b 22.b 1 46 IO 993 ]89J 112'i AND VALNBN L La L, N L N Q Z ¢+ 5020 5020 2 4 2B5] AZB2 ]B A NA 1z ,BR N p V) Z J a pp W 18 S42 10.94 22.]9 55.02 10.5e 51.41 W.W. ].4B ]5.30.10D.94 129.98 25fl4) NA NA r 0 a d I j n W M p� M M p� UT. + - - ].]2 15.58 32.48 ]8.38 1.00 28.88 B.5 255.81 1Bfl)5 3.EB 224.21 8B3.2B NA NA la] Q "o + + + +z GRADE - Z) Lu H w[il 1 ^lNRUST CALLULARONB NO12 eASEO CN TIRUST nC5111AINT D[SIOV POI DUCTI2 IRON PIPE.FIFTH minal,2002.PURIFIED flY TIC DVC1112 IRON P/R:RCSCARCN AROaATON/1L /A N (/J -- - n"F5I NT IENOTHs All IN EEET. I`1MD11MUM LmcFH 1O BE RMmAINED IN BOTH DIRER QN5 man Fl nNG.sD DEGREE Bmus ALSO REMDINE CONCRER TINUST RACK. O E _ --_ _- ,_- -_ --- ` y\/ l �MAIn ro BE NE_AIN ro"'All THAN s FIET,MINiNY.LENGTH m 1 1 aN cn 9100N CONCIRM TI/LU]T ROCK AL90 KQUIQD. �F Q W RESImNNTEIENGTH BE R6mTHE-QE DEAD mD Y W fn m Z L�Is PLR THE PIPE.IF THE BEND. HEN of THE nRELY R EKANEB V,TICK NO R[S111WNC0 ANT]ARC NCCES]MT. NISHm EX GRADE® NN,_.AT LENGTH L�Is rcn THE UPPER PIPErrtoM THE amD.THE PIPE aErxEm THE aENDs Is TD BE ENnneLY REsmWN[D. EJ..I S Z J GRADE AuNi O Q LEIMIN.&W L.f. w COVER D_ Ir LLI FLIT. WATER MAIN O O7 501D ------- ------- ------- ----------------------=�tC _ 5010 ?t - ------------ 0 - --------- -------- -------- I'l NEW 8'DIP ATER MAIN Q g UiLl 'e m R r 9 5000 5000 CAR cMK - 4/1406 REVISIONS: 3/15/07A � mm ui }N ' = BE a APPROVED BY: o g R QUALITY ASSURANCE: + Oil 4990 11, 4990 a W N g e� n n SCALE: SEE SHEET aF3 §V i CONFORMS TO CONSTRUCTION RECORDS �� Aa �� � �is �o 5 E; �a UB UTILITIES - OCTOBER, 2006 PROJECT NO'a z os xp.o2 j 0+00 1+00 2+00 3+00 STREETS - NOVEMBER, 2006 SHEEP 59 OF 99 s a POND 5A �s POND 5B MINUS RIPRAP} A j J� "2< / I. •`, /� v� CONCRETE STORM \ m -0;', -Y V DRAINAGE / m I IOUETLENL T�AND ee AIL) !, O / ^1 Fl \ q •D w DS \ Y� _n 0 13335 5F 4 (A a i y -wITORIN w1 8• � // -9�' 1� �w ' ELL LOCATIONps W O REMOVE @ DISPOSE / \ \ Z / s F*1 INV.- OF EX.BARBWIRE �3 z�3f 25 1 _ ■ 1 FENCE 83• __ it II // +� 1�('� \ UTF LL 7RUC" C" LF 1 •PVC , ■0.5X V. N =8 OU =B 6 OUTFALL STRUCTURE N TOP OF STRUCe�� INV.IN(SE) 8-3.50 ■&5% � LN OUT FALL STRUCTUR v INV.OUT(W)=83.50 •+Op"Qp / TOP OF STRUCTURE _ �@•o*F+ aeeo 1p N // S.WIDE EROSION =N 4 _ SCALE 1" = 30� OF POND=49 00 4 �, # / CDNTROL PAD(8" INV.IN(W)=87.80 1 WA R LEVEL=85.00 mod' P INV.OU7(NE)=07.50 fl 807T01(OF POND-83. � j REQUIRED DETENTION STORAG HOWN539 CF G1E2 `1!1 SCALE 1" = 30' / TOP OF POND=4990.00 rnz`,. ,• POND 5B T SIDE PES.SEE =\ - WATER LEVEL-89.00 DETAIL) BOTTOM OF POND=D=87.50 �� � 'o-a F'S• � REQUIRED STORAGE=1258 CF w0s FI'I m 'RSeY STORAGE SHOWN-1479 OF EM04E&DISPOSE Fl :a�' / ,a� (4:1 SIDE SLOPES,SEE DF EX. RBYARE /\\ DETENTION �\D / T'�e / DETAIL) FENCE l POND 5A G KURT W * 5.Wioe A. $ THOM SON ^ £ONTROL PAD(9" °$ / Yp 13499PE ` MINUS RIPRAP) CONCRETE STORM "OVAL tl DRAINAGE OUTLET AND INLET CH l �! e� TAIL) � / �• r• N7 r _ _ A V) ti p. gca t / Ato z"� z / / N NE%.GROUND 4'WIDE BERM 4'WIDE BERM r1 E%.GROUND 4:1 TO CATCH / n A �-�I T — H \ rl INV.- x CA TOP OF POND Lnn —II II—II II—III II— o _ WATER LEVEL=4989.00 _ _ .. .. .. EX.GROUND 1 L J 1 IjJ V)4:1 TO CATCH 4 4 4.1 TO CATCH _ Q Q W OF EX.GROUND 4'WOE BERM POND 4987.50 I+�4'WIDE BERM w z Ad I Gi TOP OF POND - - $ -498600 POND 5B CROSS SECTION z �; z v WATER LEVEL-4985.00 Q }' II 1 1 NOT TO SCALE Q d Z } F 0 J Z r2 4 4 Q I Q Q m Z U7 BOTTOM OF m r 0 Q Q ^ POND-4983.50 Z) uj W 2 W Z E - V)0 0 W POND 5A CROSS SECTION W o o m s NOT TO SCALE EJJ O Q < c TEE SET w VERTICAL O D_TEE SET 0 VERTICAL SLOT WIDTH U O Z SLOT WIDTH RIM ELEV.- Lli0 O =0.0766 FT :' 4990.00 RIM 49 00 8" •4� 4 O � a -4 N N O 4 -0_' W H W - U Lu m 9 12"W%18"i •1Y'DIA.PVC OUT m S H 1Y DIA.PVC OUT WINDOW w/CRATE 18• 12• •. 12"DIA.PVC OUT '` 12"DIA.PVC OUT 12"W%18"T18" I �� ,': O W- • \ 1P• - 1B" .1fi.. WINDOW W/GRATE O CMK e t' J— y INK IN ,.•• ` C) 4/14/06 9 - 498zso a.. Inv.DUT- Z Z DATE: . . INV.IN- 9• _ 4987.50 REUSDNS:al INV.OUi= ..a ' 4983.50 PUMP• 498J.50 9' .g U •BUMP` a CONTRACTOR - TO GROUT(TYP.) UI CONTRACTOR _/ Qj r0 cRour APPROVED BY: •6_` 4. SLAB��N-8•DIA. ~ w QUALITY ASSURANCE: * 3'-8'DIA BASE SLAB J �,T••I g BASE SLAB SLAB TOP m �= TOP SECTION W- =) SECTION 0 N SCALE: SEE SHEET POND 5A STORM DRAIN POND OUTLET STRUCTURE DETAIL POND 5B STORM DRAIN POND OUTLET STRUCTURE DETAIL Z FOJECTNO.:eQ=o2zlHASEIISdIl-PONDS � PROJECT NO.:BD=-0502I.D2 NOT TO SCALE NOT TO SCALE j - SHELT 70 OF 99 s a POND 6A POND 6B _ - _ FENCE ry ensT4Y W z'oo - R-zSss AINSWC)R7H DRIVE LeIlls �11 a NEN 36224.33 �I t AINSWORTH■ 112: 50.23• N 206.B m 70.7T E 48657.49 SE H- A E 09.5 ARROW BOLT � „ � 7824 SE y 5 ELEK-XXXX.XX ` AINSH m I PARK ` W IT l I i' r 56710 5 IN v.= lER S SETBACK I J .., ■ �.� l7 O :96.25 932135 E , 48 LF iX' V 70 80 SF _ tt IU I pVa■0. v {� OUTFACE SfRUC RE e m TOP OF STRU.TU \ c V -1.00 �1� 4A, s INV.IN(T(E)_ 50 - \ I V. REI z I I I ( INV.OUT(E)=98.30 ( o DETENTION 60 LF,r W I 1 CONCRETE STORM OUTFALL STRUCTURE PVC®O.5R 3 _ POND SA TOP OF STRUCTURE=B9.00 INV.IN(SW)=96.50 I I I r s3 OUTLET AND INV.OuT(NE3=9:.50 DETENTION 1 SCALE 1" = 30' I (( (SEETDH IL POND fB I _ TOP OF POND=5OD1.DC 3'WIDE ER ON WATER e A A _ w� \ NTROL PAD \\ I J WATER LEVEL-0.00 BOT F PON 0=96.30 BOTTOM OF POND=9B.50 I NI S PoPRAP) SCALE 1" = 3b' gDIRED STORAGE=174 CIF QUIRE°STORAGE=2741 CIF STORAGE SHOWN-353 CF ST GE SHOWN-3037 OF (4:1 S1DE SLDPES,SEE CONCRETE RM - (4:1 SLOPES.SEE DETAIL) IN GE ® 104 LF NEW 36'ARCH 4 DETAIL) OUT T AND It ((26 4b'x43�')CULVERT 5'WIDE EROSION INLET ASE 36.3 Il'ITH FETS ruQ CONTROL PAD(6" (SEE 0 TAIL)\\E 4B 47 V.IN(SE)=95.49 Ri MINUS RIPRAP) I V.OUT(NW)=95. v SAR MILLER PARK RMN5001E49MH 41 SETBACKW TL IDS SETBACK 179622 SF iNv OU7[ 9191i78 51231 SF` 3712 F 4681565E p Y����*_ KURT I 1 �\ 56 LF 1 _ t•^s ,A([ THOMSON I PVC® REMOVE 11 DISPOSE 160 _py 13499PE T i2�� INV­ Lf� I o w a R-1MOVE Ti�5 _FENCE OF EI -15 L=2 6'AINSWORTHi OUTFACC STRUCTURE L=23.36 EM 1 \ TOP OF STRUCTURE - =4.50 INV.IN(SE)=2.00 -BLOCK - - - - J INV.OU7(NW)=2.00 P)' TII fllAl SEWER MH 53 462 RIM=5005,04 INV.IN(5)=94.59 T INV.OUT(N)=94.39 Op OF PON0=5004.5 WATER LEVEL-3,50___ E%.GROUND EX.GROUND OR - DENOTES "AS-BUILT" CONDITION ` M4'WIDEBERM 4''NIDE BERM - X - f TOP OF POND - -II II-II II-III II- o I II I II I II °� WATER LEVEL=4996.00 EX.GROUND - 4:1 TO CATCH w W J 4 4 (n W Q E%.GROUND Q Q W 4',MOT BERM BOTTOMPOND 4B&5D _ 0 I�4-WIDE BERM w? Ad TOP OF POND - - $ I-11-11-11-II-11 500100 POND 6B CROSS SECTION z uj 1; z WATER LEVEL-5000.00 O }' O 1 1 NOT TO SCALE F-o_ Z } F 0 J Z r2 4 4 Q IQ Q D] BOTTOM OF m F L] Q Q ! POND-4998.50 z) Ld W 2 W Z E 0 '- POND 6A CROSS SECTION - w o o DO 89 NOT TO SCALE V) LJJ O Q NTEE SET TEE D VER CCAL VERTICAL O U O L' SLOT WIDTH SLOT WIDTH U-1 O (0 z d - =0.1745 FT 1' =0.0336 FT LL (0 O r RIM ELEV.- RIM ELEV.- O 1 s°01.90 , 4a99.D0 O Lij TT O 4 H Ld Ld 12"W%16�T e.. 12'W%16,T '..a5•. .•...I � O] '. 12"DIA.PVC OUT u •12�DIA PVC OUT • '• 999 12"DIA.PVC CUT i •12'DIA PVC OUT a WINDOW W/CRATE 16" _ - _ WINDOW W/CRATE -16' _ + CAR CMIK O DATE: 4/14/06 INV.IN- - r a. INV,IN- ..-�` Z O REVISIONS: 4/18/05 c� 4998.513 ''a. INV.OUT= Z a. ...B" - 499&s0 499s.s0 a.. a. ..9• / 4se6 U7 11/24/OBAB s 'SUMP• ^ `SUMP• U ui CONTRACTOR CONTRACTOR I _ TO GROUT(TIP.) _ TO GROUT(TTP.) II) O w V) APPROUEO BY: I ~ E QUALITY ASSURANCE: SLAB�1� 3'-9�OIA �I SLAB�1'�3• 8"•DIA. - V) J L.LI BASE SLAB FSA^F^LA6 TOP TOP M P= SECTION SECTION O L j SXL- SEE SHEET POND 6A STORM DRAIN POND OUTLET STRUCTURE DETAIL POND 6B STORM DRAIN POND OUTLET STRUCTURE DETAIL Z ELEPHASEIIBdII_PONOS N O PROJECT NO.:60=-G509.02 NOT TO SCALE NOT TO SCALE j U SHEET�1 OF 99 s a POND 7 POND 12 ) 5 �l•,N. 'ir \\ SAN SEWER MH 22 ! V o :'RIM=49B9.84 INV.DU IN(SE)=70.66 m INV. T(NW)_78.66 702 SF C� 8 PVCL®1.58 8 °r ff -- ----- --- I( I rn a BLOWLOFF ~ BLOCK J < y INV._ �`r40 STORM DRAIN MH R AN SEWER Mh 23 a um ` ^W RIM_4991.C7 RIM=4991.79 EX. ARSWIRE y l MOVE&gSPO 1 f( u:l -gin INV.IN(SE)=86.76 INV.IN(E)=79.71 FENCE +l\ OF EX.BARBWI E f i I �9 y �z INV.OUT(SW)-88.5 INV.OUT(NW)_79.51 TOP OF STRUCTURE 1 J o, ST DRAIN MH S TOP 6 STRUCTURE z W m O -4.50 -BLOCK FIE i tl 1 7 1 t r��Ifj r1 p,y. Po �4a _ �7 4 SF INV.N(E)B7.17 W 6 INV.IN(W)=2.00 f r a ' 4 INV,OUT(NW)=86.97 I TEMP.q INV.OUT(NW)-2.00 PA IF 1 11 6021 SF ! ( 39.38, BAR ICAtitSF ---� j ron. �' """ 371N 6-0-ORoETw 0ziia THE mo' DRAY ®D 5�--- - TOP OF POND=3004.3 I t1 l � � � ( ` ?e�71. ^ uH s � � ur• WATER LEVEL=3.50 11) I = f I ORq(A, ST 4 p T ts'=zogB pyy s BOTTOM OF POND-2.00R_15 z •' :o ' sau E r= urJ REWIRED STORAGE,—- I D _ 1-°T- / =3994 CF ( i I f 0.79'W e»1 ° s ear as SE xe9 1 m -E o 1( I 1 O X. NITORIN I' T.re_ LM W STORAGE SHO i fl 1 6 I ) =4380 CF DETENTIO 6984 SF i i r I Z 1 tzt ,` (4:1 SIO LOPES.SEE „ f i - ELL LDCATION unv y -' DETAI POND 7 \ �_ --- SCALE 1" = 30' i 1! a M I Ir 1 a 9.ee 1 f STO x 1 it RI-1 TEMP.DEAD END \ i t ? + D SECTION STA.21+46.2 ENTERPRISE luo AIN 1 i( (30"alf') BARRICADE WITH \, -( 1 . SECTION STORM OR 3� / MH U (3)9 BUTTON yam( +I I + _ N 36913.31 LET R1 TYPE II 1 - 44 t �■■,J 11 rvsw 1e•a-x000 vu>: RIM= + r rf �,pN(,.� w DELINEATORS SEE ice.1 ( I SCALE 1" = 3C' LF 12'P\ UTF LL TRU T 00 E 48851.53B&oo ( q N STO 3 SFI sTa+u onnln WaIW 5007.B0 ( I -I)+ F TRUCTURE INV._86.00 TC=4991 2 0 111 FLARE INY.OUT L=25.04' -_ _- -�DEfAIL) -----=J�N ®O.SX vl� D TENTION v.our N B7 7 re. > 1 0u( -se.00 OND 12 PARK III R Jo1-1 ;--B QuK N 3 4.61 ��. '-- ENDN Y.=2.00 N 42 p EW e• ,n - -ANCE DRIVE --_- i ( J�� 384951SRA T ( m r 1 4 ap W WAIN y ~- :~ �"' NEWN HYDRA 26 LF 12"STORM 9Wtce irc I I �R- -N- -ems -u- E 48964. 7 DRAIN 41 0.5R ,� 9�' E 31/'3Y'e - lalaa •- - �', 9 w, ARROW BO T I I STA.OFJ3.57_ p°].65' p1IXOMJ ~~F 12 �-E ELEV.-XXXX. X Z i I I STORM DRAIN24 j1 u -AR LAtN�0.5% 1 l I ces ee I INLET 54 1 E II- 1--__ P,SSO yyy�T``�q ��i d 49 :T TO OF POND=4990.00 I $ I INV.OUT(N 8B.49 ; � *- m ( I j KURT W. STA.10+76.91= - -- -- -- WA ER LEVEL=87.50 _ THOMSON STORM DRAIN ----_ __ L' E. OM OF PDND_86.00 �+ 1C, .p{ INLET U3(TYPE II) r STA.0+2BS5 '--`--'--�I - r= RE AIRED BTORAGE=3082 OF 9z9 '"-92.90 OTx\ 13499PE ji„� iC-5008-1 C i STORM DRAIN ST AGE SHOWN=5535 OF RIM=7.fi- FT1 i tr INLET U2(TYPE II) 18 t ! 1 ( (4:1 SIDE SLOPES, SEE 5-5 NV.OUT(N5)-4�6 R_ TC-5D08.07 7345 SF ! t t ! DET IL) I ��O TONAL±1t111V 24 STOR L=z. 'RIM=7.57 f I t ! t \\ ` 6130 SF I DRAIN■0.5 !t INV.DUT(NE)=4.57 STA. STORMORM DflAIAI -- ` LET U1(TYPE i NEW HYDRANT} TC=5W8.1 N 35886.87 RIM_7.1 r 11 E 49035.40 1 t 1 1 V.O T I fi ARROW BOLT -4 7 ELEV.=XfXX.XX EX.GROUND 11 TO CATCH 4:1 TO CATCH e) 9r EX.GROUND 4'WIDE BERM 4'WIDE BERM OR - DENOTES AS-BUILT CONDITION - - - - - TOP OF POND =4990.00 - I WATER LEVEL=4987.50 46 4: W 1 TO CATCH L4 q L J E%.CRNO� Q a � M OF 4'WOE BERM POND 4BBLOO = �U) Ld p WIDE BERM a- Z 4 EX.GROUND 4:1 TO CATCH-\ I TOP OF POND = - L+�UU 48 - -5004.50 I I I UJ W QCn WATER LEVEL-500350 - POND 12 CROSS SECTION O 0 a o 1 1 NOT TO SCALE V) Q ZO r z li 4 4 - Q? J 1n Q Z BOTTOM OF m H N Q POND-5002.00 UJ W 0 TEE SET �p N 0 !p VERTICAL V) O 9 SLOT WIDTH Y UJ m POND 7 CROSS SECTION =0.3687 FTIn RIM ELEV.- EJ..I 0 0 a NOT TO SCALE .a.. 4990.00 a w o a 11 TEE SET Z ' VERTICAL , D O SLOT WIDTH u ~ 0.2BB7 FT RIM ELEV.- 6 500450 b'" �' O 4' 12'DIA.PVC OUT - •,� �.• 12"W X 16"T B '� _ \ 12" DIA.PVC OUT 6 ;'. C) 8" - .,� 1Y• _ 1, 1B� WINDOW W/GRATE L.I..I 444 J .- INV.IN_ INV.OUT- 4986.00 _ V-' 12"DIA.PVC OUT 12'DIA.PVC OUT ... ` 12'W%16"T 4986.00 ^SUMFa -a`. WINDOW W/GRATE a... CONTRACTOR • \� TO GROUT(TYP.} . F CA.D. CMK s ,6_- - DATE: 4/14/06 •a •11 24 OBAB INV. REVISIONS: / / 3'-B,`DIA. 4„- INV.0 200 :'g`.. .•�- 5002.00 BASE SLAB SLAB ,SUMPk _ ..A TOP of CONTRACTOR R ' TO GROUT(TYP.) SECTION APPROVED BY: aUAM ASSURANCE: BASE'SL'AB� POND 12 STORM DRAIN POND OUTLET STRUCTURE DETAIL TOP SECTION NOT TO SCALE ,9 SEE POND 7 STORM DRAIN POND OUTLET STRUCTURE DETAIL CONFORMS TO CONSTRUCTION RECORDS„ F�ASE3I8dIISPONDS UTILITIES - OCTOBER, 2006 PROJECTNO.:eDz-as0z1.o2 j NOT TO SCALE STREETS - NOVEMBER, 2006 sHEEr 72 of 99 s a POND 15 POND 16 1 1-------- -----J------ L REMOVE&DISPOSE OF OV BARBWIRE ( I I 10715 SF IDOWN) fJJJ ---------L-- --- + 10.00 FENCE(FALLEN I - -� -� + r; + I SAN SEWER MH 50 °°' 8 _ I I I RIM=50la29 _ ""u" I INV.IN(SW)-2.63 ss ss _ - II r--------- ------ - -- -- --II 9E78 INV.OU7(N)=2.43 !w t __ I+ r INV. _f__�- � _ v. I I I m I I 50 LF Pvc 16.25 �Ifr+, `T 1BO LF CONCRETE STDRM Ir I Ir S f 1&0.5X I 11 p Fj12- W DRAINAGE + ` [.1 51,033% OUTLET AND I r I I DETENTION N INLET CHASE pr " + J I I POND 16 1(SE I I A 1 I TOP OF POND-5019.00 I OUTFALL STRUCTU I DETEN- / r WATER LOVE=18.008.50 R I S'WIDE ER I I TOP OF STRUCTU O IRED STORAGE-818 CFI -19'00 REMOVE&DISPOS I POND hEm EDGE OF EX. DUTFALL ��� / 1 I STOR GE SHOWN=837 CF 1 INV.IN(SW)=16.5 J OF EX.BARBWIRE + TOP OF P( Ell BRUSH STRUCTURE J9 1 / 12 r I I (4:1 SI SLOPES,SEE INV.OUT(NE)-16. ^I r FENCE + WATER LB o TOP OF •ti 1 1 8465 SF �O I DETAIL) + rr I BOrroM a 7RU 13.00 1 I 165 LF NEW DUAL 24'ARC REQUIRED I LL I I sroRAGE INV.IN / m RCP(1 B•N28 Yt•EACH) I 8'•FLAREDI 1 CULVERT WITH FETS ( (4:1 SIDE INV- T(NW) n 11 �, 9 - �21=COMBINATION I IW 8023 SF E SECTION ! INV-IN(SW)=18.80 I DET SCALE 1" = 30' -10.50 T VI(5EE DETAIL) I -\ oy N 34968.04 I J INV.OUT(NE)-15.90 12'FLARE[ Jv / o ti 5 E 970.221 34970.64` ! w END SECTIC DETENTION I I REMOVE& -// h N 16.50+ E 42.66 c I N 34960,6 POND 15 SCALE 1" = 30' nz11 DlsPasE OFJ' ..I .3: NEW A-R°0 PYL I E a9940.3 ! N _ a Y - -17.11 �4 c1 E%.BARBWIRE T��� sTmN°Rro o6naXs REMOVE& E K9:o I INV.-16.5D OF POND=5013-00 /0 �`° a$_- 8023 SF 8023 SF FENCE S g5PO5E OF - S22210 SF z1A moesiu'A ° WATER LEVELOND=1 - 1 --l-+- + E%.12"CMP BOTTOM OF POND=10.50 ro o - _ _ =====L=====-=c= =l 1_ _ -I -- CULVERTS m REQUIRED STORAGE=633 CF - - '? _ - ------ -- - -- _L STORAGE SH DWN-705 CF N f <_ z ----- ----- - - pp for ss.°6 z1.er s.7s DETAIL) E SLOPES.SEE a -ID. Sf0 NN - 30 E11� EI1'� ElW FW= �090 - .Zl IF Tc- r� - -��°woo -�� - s.m s7.ea b zo.r6 i ji WATfR MAIN t\t�.d•"""' /I�i KURT 'WIDE 6.5• ooeo� I - -- \ lc= q�- rc= r{ a :�E THOMSOW. 1 1 rnP') Q I'i ROVE&REPLACE STA-5+20-57=COI/B NAT04 N 3490B.D4 SOT 13499PE g o ro r BARBWIRE MH&INLET V2(S AID E 49539.54 TIUCT ,$ K INV,OL L�,S.S,h' f�fG`tttt 8 + P ICE RIM=21.21 CQ t ��O�OfVAL�4�t(1t 1 1 !�' INV.IN(W)=15.57 STA 3+44.88=COMBINATION (TYP.) 1 + so+� D INV.OUT(N)-15.57 MH&INLET AB1(SCE DETAIL) r�•�• I 7C I �. ( F> r r mz`� D I p Rg CA _< :1 G r= I I m� Lo Dc Nm� ' - lz EX. GROUND - 1---�4'WIDE BERM 4'WIDE BERM 4:1 TO CATCH TOP OF POND EX.GROUND 46 - - - WATER LEVEL=5018.00 _ _ 1I L IH II - - - II_' w 1n 4 4 J Q E%.GROUND IX.GROUND BOTTOM OF W 4'WOE BERM PON0=501B.50 = 1U 0 I+--�r4'WIDE BERM L.�i W -d TOP OF POND 1-11-11-11-I1-11-11 -5013.00 _ _ POND 16 CROSS SECTION z I; Z F- �_ WATER LEVEL-5012.00 I I I O K 0 Q 0 1 1 NOT TO SCALE Q O Q Z cL J 4 4 IQ Q � Z BOTTOM OF m H Q ! POND-5DI0.50 m lil W Z E LL,'- POND 15 CROSS SECTION o Y o o °' Ad e NOT TO SCALE O 0 Q of SET U (o U o VER KCAL VVERTIICAL W O Q D Z SLOT WIDTH SLOT WIDTH ~ O =0.0780 FT :` RIM ELEV.- RIM ELEV.- Q O CL sD13 DD 5D79.0D Z N HElf AW W p. _ W i O w OR, 12•W%16•i 12•'WX16"T 12•DIA.PVO OUT e• � 12'qA.PVC OUT�. b '12'DIA PVC OUT � ~ •�12'DIA.PVC OUT 12' 1B•, .• WINDOW W/GRATE WINDOW W/GRATE IB" 12' - " • �� • O O CA.D. CMK s �' O Z DATE: 4/14/06 - •ae•• - 4 18 06 _ jIP. INV.IN- INV.IN- REVISIONS: / / . . c� INV.OUT= ..a- 5010-50 5018-50 �. INV.OUT= U 5010.50 9" - x � .° s B' 5016.50 'SUMP' 'SUMP• (n O w V) CONTRAC TOi CONTRACTOR ui J TO GROUT(TYP.) TO GROUT(TVPJ w APPROVED BY: J w DU4J1Y ASSURANCE: 3•_8"DIA- 4- 3'-8'DIA -� • cpz (if BASE SLAB SLpB SLAB BASE SLAB TOP TOP p (n SECTION SECTION IL SCALE SEE SHEET Z POND 15 STORM DRAIN POND OUTLET STRUCTURE DETAIL POND 16 STORM DRAIN POND OUTLET STRUCTURE DETAIL O FILEPHASE118d11-PONDS U PROJECT NO.:aQz=o221-D2 NOT TO SCALE NOT TO SCALE j SHEET 73 OF 99 s a 95626 SF TRACT r i -HLOCK 2 Ca'RT1PICATE OF /� I 6°'2O ------- SURVEY No. 8!$8 9 FX It" LERNER PARK <d,"''� PARK I I ---------------- —— 265625 SF 17965 S Fv 166 _ _ N II rn I I m GIR STREET _ _ - - - - - - - GRAF STREET (WRAF STREET STA W49.x4 — — — TYPE'A'CRMSING 1( - — -- -- -- I IS,50•Li STRIP�I� (SEE DETAIL) -------- CS ------'---`------`-- �11 TRA T A Cos f86 - - - --- --- - W m O fl It 1 1 PARK PN I I �av y 12 —C TAPE I I ' I O I I oYm 71�9 P ... tx.sa• 0 4 s 1 T U aem sF - 106752 SF 1 G 12,. BLOCK 5— r a >i ,.., 5763 sP } _ —BLOCK 4— R� I $ III III I 53 I I � c � I � I II II � II 1 i II II II II A A °� II 2 SETBACK —BLOCK 3— V V 9607 SF Isom sr � II II 'MNNEATDR II iII II I II II 1 I II II II I II I , II Pttt01N T '4'N�% I I I I I 303M SF `\ I KURT W. PAR T1 9 EN II 1� Ka sr _p 3499P ,W� 11 I Z I f 1 i f 1 65043 g I 05252 SF r + —BLOCK 4— � � I o I , I I o / 4 a429 SF � I / GOLDENETE" i - SCALE 1" = 40' Sin 2 �� I la.sa LT ': — ----------_—_ / . V NOTE: TRAi tCOSa9f WETLANDS 1 1 PREFORMED PLASTIC WILL BE USED FOR ALL TRANSVERSE MARKINGS, _ / IBM� ALL WORDS AND SYMBOLS.AND ALL MARKINGS WITHIN THE TAPER fn 0 GDLDENEYE DRIVE 5 DISTANCES. ALL OTHER STRIPING TO DE EPDXY PAINT. I C _-_ -vain-_--—_ 11637 SF .` _ v - - - - - - _-- —BLOCK 5— t\ W k SF 7 \ ` Q 20111 I �.. ...c ,s®5F ITT j 10 6 -0 0- W Q I I 132"SF 9 13M SF 137E2 SF R'O ¢ W O z z z �sR.Ea'o�T u,a z DELINEATER z.so' j m �o E I j LLJ DETENTION i -.�iT% \ (_ �o N z e I 2 0@ . POND 5A Igo o sy I�V) m d I l 1'FROM EDGE OFof CUTTER OR FACE \ E,I„� O OF VERTICAL CURB S z w O B*WHITE PREFORMED /y Q g I PLASTIC TAPE STANDARD 24"WHITE / * `\ frl EL PREFORMED V PLASTIC TAPE ryry - O MIN. y I z0 Q -BLOCK 5- STANDARD \EN W i a I I n9x g i ,' / 3 m ,' , CA.D. CMK > 4/14/ a I NOTE: THE LOCATION OF THE ,' K{n DATE: 06 n I CROSSWALK LINES ARE / / REVISIONS: 4/1B/05 DEPENDENT UPON LOCATION DETENTION 7/10/05 OF THE SIDEWALKS. POND 12 PAII11/14/06 TEE ItI � It I / APPROVED BY: s I z ' TYPICAL PAVEMENT N QUALITY ASSURANCE: DETENTION I ENT MARKINGS POND 513 i SC�F: 1.. = 40' FOR PEDESTRIAN CROSSINGS ONFORMS TO CONS UCTION ECORDSn �� �� / PH ASEI ImII—STRIPING TYPE A CROSSINGS UTILITIES — OCT ER, 20 PRO I is 6 NOT TO SCALE / PROJECT NO. Dsozl.Dz STREETS — NOVE BER, 200 SHEET 74 OF 99 s a POND 5A a —BLOCK 3— 3 Z y 40724 SF �� \\ YIM1R SU `N t1 _4 7ERp,?SE R� N — I c m / ------ __= sT— r 3 —_�L__y _ — i Za ENTERPRISE 30 FJ—�j W m 0 '9i x W 6344 S IIn I I E / DETENTION W 4 o STOP f i{ c, ■ i POND 12 PARK - la^� III a< I Z .++ 3BUS SF ;,PP I II cw 1—BOCK 15-I 10 A A III II YN WLL - - DETENTION1 1j I POND 5B 29 I I I I I e AA ---------;------7i it V V I II II WETLAND 1 MITIGATION [? I Y 11 2B .fAi II jj 7141 SF 1 1 Y II II 1 e. ,gg 14 I I I _ !f✓C' D I lyll XN—_--_-- f �11111 yyyy I'I ,� T A'ry / Y I114 I lYi Y1 l IIt' `�' THOM.111) r/ y Il ..,.s" { 8 A �! i liA I l+lt 5 �4�ONAL+j+ttt, W / A y`A 77927 8 SF L6 ,l `" 6043/ ! HATCHED AREA WITHIN STREET DENOTES SURFACE ERI10 SF 1� f IF NO HATCHING IS SHOWN,SURFACE IMPROVEMENTSS tY WEREEM NOT " l ! COMPLETED UNDER THIS CONTRACT. ` I L. r' ! 1 " f 25 TLO e sF f +" -BCK 15- I /l� ui EL Z 1 lyyp�6015 SIF WLd Q Q m II f — l y\pp Z fn }0 SCALE 1 - 40' 1 !aP 3WO�cE o z 5 Z-NOTE: LD 11 <¢ v) PREFORMED PLASTIC WILL HE USED FOR ALL TRANSVERSE MARKINGS, 0 Q °a ALL WORDS AND SYMBOLS,AND ALL MARKINGS WITHIN THE TAPER l N I i DISTANCES.ALL OTHER STRIPING TO BE EPDXY PAINT. Iy V A Z) +J UJ W e II( �f1 i 11 23 Np NO Z Y 11l 8224 SF y i 41 V) m of _ I+ 1Ljj O I -- S OR — DENOTES "AS—BUILT" CONDITION DETENTION I u U o I POND fiB III MILLER PARK X 4 1 1 0 CK 5— WM SF , 179822 SF 1 6224 5F e WETLANDS 7 I s_ ° 2395 SIFSETBACK 18002 SF PARK Q s 14 188188 SF 1 1 - a I I�------- LL, N B000 SF So-so..) 38406 SF m I11 J --- AINSWORTH■ MILLER PARK MILLER PARK SETBACK WETLANDS SETBACK � --- --- ------ — -- --- ---- 17EM sF 1962 S 41231 F 7312 s 21 N 111 6675 SF e o CA.D. cMK - - - - - - - - - - - - +I - - - - - - _ _ _ _ AINSWORTH DRIVE - - -- 4/14/06 AfNSWORTH DRIVE AINSWORTH DRIVVE _ _ _ m 1 IL---- DATE: 4/1U/0s z 11 REVISIONS: 4/18/05 eReE-------------- _ 1 -- ---- --- --- - I ------------------------ INSWORTH DRIVE 7 18 SETBACK SETBACK INSWORTN■ - ------ -- - o SF 79782 SF > a _ --- --- APPROVED DY aea3 g WETLANDS 76780 SF 1 K 1 F BLOCK 7— --- --- I a j TPARK AINSWORTH• 1 u ?0 m E S 11859 SF 1 '� SETBACK 1 Y y n . I 20 1 o 7a245 sF II QUALITY hS5l1RANCE: ,49,Ba sr i g 12316 g I sF i„¢1 1 gW T�NSDS SE AC�K 600D sFF—BLOCK 8— _ �o I m I mPi fi! 4 I�-----E— I nil I 1 i (oo',ao' 1 II ! pM1a;1 n I SCALE: 1,. - 40' CONFORMS TO CONSTRU ON E=CORDSrr F�EE,PHABEII&II_STRIPING UTILITIES — OCTOBER, 2006 PROJECT Na.-m DSD2,.D2 s sHEEr 75 of 99 STREETS — NOVEMBER, 2006 a o �A + c DETENTION L a �a POND 5A zo • I � h �F H i N> / �0 f f -BLOCK 5- z I 71954 SF im II � d { DETENTION W o III / POND 5B II / e �w / VV I I I Wv� i IIg WETLAND MITIGATION / S99B9 SF / I N ' r sia aide 29- -- -- -- F 16.50'IT �0 L4 KURT W. /may' ,qy � THOMSON 13499PE �=W; L / m I Aca / II _ 0 f / HATCHED AREA WITHIN STREET DENOTES SURFACE IMPROVEMENTS. N IF ND HATCHING IS SHOWN.SURFACE IMPROVEMENTS WERE NDT Q 07 rf COMPLETED UNDER THIS CONTRACT. UNITE 1 ' W (p 0 Ir O O — + N N O a� FEW 12 W m OR DENOTES "AS—BUILT" CONDITION o � W „5o f > to Z O = O Z E �Z w U I a I I I ww d ,I Jr O W O_ w w Ed a I` HW o z m I NSW SzzM LD A\ F ofQ V) Z cn I , OZ) P m Wo Q ai f m w w C7 E I I I I ILLr N z Z N O O O Y w() CO Fr SCALE 1" = 40' U W s z F- ry W 0< S I STA 12a B6.73 } u.... I NOTE U d Y I ,—IT I PREFORMED PLASTIC WILL BE USED FOR ALL TRANSVERSE MARKINGS, 00 ALL WORDS AND SYMBOLS.AND ALL MARKINGS WITHIN THE TAPER DETENTION 7 DISTANCES.ALL OTHER STRIPING TO BE EPDXY PAINT. POND gB 3 (11 4 O A 13 - (,o-1x,�1 I MILLER PARK g COS 7r wi (30.307®I s pE 7995 SF 15 I 170A22 SF 9 m ®� F BLOCK 5— �Sa g WETLANDS 7 W 23e3 SF SETBACK 16902 SF - s 13,6 y 3+0a.w m AINSMORTH- 11, 14 189W SF 2 a �s �A1],6]'1 Rl a 15,WIT , CCC"`fififi,,, eDoo SF W ---—— w— TA I}FC6. ,.62 LT - _ 0 --- --- - ------ MILLER PARK ----- --------------------- -----------------------_- 179M SF MILLER PA ------------- EX7ENS ------------------- _ "-- :_ nee2?PARK AINSM'ORLH� e LINE NW N £ �' c OETAL cuae aAmr = _ CMK 1 sEE DETAIL^ 0E*'0r u - - - CA.D. 4/14/05 - - I DATE: a sELLn aI ecT14 TAPE 'nw i STA,I W — — -----��-----Lz--�— a — .. E� A•oeL 3eu av P - - - - - - - - - 7/10/05 ----- ------ EYIENStlN '1 ---- ---- __ LINE CURR PAINT `------------- _ ---` ----- --- -- 11 14 06 TEE AINSNORIH� iI pg --7 --- --- --- --- --- -- ------ — I ---- ---- INSWORTH DRIVE 11/24/08ne R0-n STOP e:. --- - --- - ----- '- ----'---`---- SWORTH DRIB --------------------------- `s O(3000) `® 17 1 g SETBACK SETBACK �N�YORRI� 17e n .v APPROVED BY: Rv1 1 II f ®TEmpA(e.) 9000 9813 SF 792W SF 757W g -BLOCK 7- - neae sF , h m R. 18 11959 SF I L,-uNSw0R1N- QUALITY ASSURANCE: (w•.w•) ayll I SrA.,3+ z7994 SF WETLANDS K gp III I sQ' li i 20 1 I po nJ STa 13+5Se6 rY ss.5a'LT S 59710 12715 SF W I 1 ^I SF T II 1d \ Q m 14043 SF o.eN II i; I \ I I �B�I I I \I fl I o /��I OM-3L m Q I A SCALF. 1" = 40� (12z16) IPE �' I i y 6 r s u Wass. FILE;PHASEII&III_STRIPING PROJECT NO.:Boz os021.o2 0 7 SHEET 76 OF 99 s a 8654 IF WETLANDSy 7 II III szza sF 1 b 14 2395 IF y SETBACK 16902 IF III PARK III 9000 IF I 169416 IF 3a495 SF-� y N I Ir--________ ]0'.]n'I K p It lJNSWORfN MILLER PARK MILLER PARK SETBACK WETLANDS SETBACK ----- -- -- 178622 SF � I • --- _- 179622 g 41231 IF 73712 IF 49a13 IF I' I 21 --- V 16576 IF o x_ _ p m ' AINSWORTH DRIVE AINSWORTH DRI - - c iL____ AINSWORTH DRIVE -__ _______ m II - ------ <_- I v --- ---- ---- INSWDRTH DRIVE o 18 SETBACK II SETBACK AIl6WDM- f q - - - - - - - - _ Z d 9e,a Al IF 792e2 IF 75700 SF 1 r, I F —BLOCK 7— —AINSNURTH• va3e sF 20 m SETBACK Bm� a WETLANDS "�z q m 0 mm sF AIN$WORTH• III 20 y GOOD SF ,4m66 IF „ -�<I z 1z516 SF 1 I 56 Aa IF WETLANDS SETBACK I pT ` ., mEi C J 14 SF n=�+ 83285 IF "I SF � � oo� IJ m12I m —BLOCK 8— H-----q ---- od € m I R I III W Z .. II II I II `�+ III DETENTION I I II ,g � I POND 6A ii 5000 IF IJ IJ I —BLOCK 15— x N r I II I I III ---- c IIIr----- -- o 19 W 4J 11134 SF I II II II III 2 2 II 2458 IF I r I II 10212 IF I I 1 1 A A 4 I I I I I II 701�IF C V V II 4 I I I ------------ - 1 I I I 1 1B —BLOCK B f �l 17 I V na 0 IF 1{{5 PARK J I A 6021 IF I 1 3 48209 SF N `p�4,0`S1 T A'Npi 3 —BLOCK 7— 12507 IF r IL------------ xV,' 4'- 11172 SF 1 44 ' 9! 1 4 I 1 l g X-A� THOMSO 11 II I II + f Irl 6964 IF ��fs 13499PE V` II V POND 7 II P 9f"0•N.A.L..'f-4+l`1,4 N4E o —BLOCK 9— I I i ill C c]o•�) '� 1 1 17 y I i I + I ' LANCE ■___,__ �t 1 _ ,• l ) 1SM3 IF 12389 IF f -, LANCE DRIVE Em a --- - 1— 10963 IF 1 1 1 1 N -2( L 24'WHITE PREFORMED — PLASTIC TAPE SCHOOL CROSSING y I C rr A S m I N IH — I 24"WHITE PREFORMED e'TYPICAL �7 PLASTIC TAPE ,6 46 �l 9466 SF I 11 13016 IF =s.1i'1 I m� ffi 1 5 1 1 6 12400 9F17 Lu IN NOTE THE LOCATION OF THE ' J® f n 6761 IF CROSSWALK ONES ARE DEPENDENT t• ) + � + x = In UPON LOCATION OF THE SIDEWALKS. PARK I N f1 Z Z4 2770 IF _ I OPEN SPACE f] 7 + I 1 _ g J me e-caDs Q OPEN SPACE I 37n g xc - r .... ( f N Z j ILL Z tl gE oEruu PF a cRcs9 II( rs so=oc1alL) (z4-„�q,j f N O r Q Cw-7 8q I r,4, —BLOCK 8— r N------------ --- a z + ! A 1- O z TYPICAL PAVEMENT MARKINGS mg 15 ® j ��J = s, N 5 z 0A a z ' m ? I i�+ H CHED AREA WITHIN TREET DENOTES SURFAC IMPROVEMENTS. I Nsea�sF Z FOR SCHOOL CROSSINGS 9 ,Da52 �• F NO HATCHING IS SH N,SURFACE IMPROVEME TS WERE NOT IN m ~C] z c 1, ,1 3z 1 I I ! u MPLETED UNDER TNI CONTRACT. + IN m W m W E TYPE B CROSSINGS) B �p I' 6 ' €l R� N cn ir N Z .� 1016b SF $ I 10394 SF ! ° ! N N O NOT TO SCALE ' I 1 J I N O a ff ----- ----- Y W� m CL Ld p p H r I V f + I N SZ V) ' ' ! N 15 W 0 a 7623 SF U � —BLOCK 7— r r� + +x—BLOCK 22= I I II IF 9,14 9F J �7 I OR - DENOTES "AS-BUI T" CONI' I G\ f ,a---`------ o xx w Q I ii 1 + iO c S 37 1 1� ' r x 14 96 SF ff I A 7906 IF ' CMK J f ti1 -----------------i DATE:REVISIONS: 4/14/06 4/18/06 I 111 i I f i —BLOCK 7— ; r 0/06 1 A 11/41/OBAB r 8799 SF I '9A95 I I II 10715 IF . A I o I I f I � A I I APPROVED BY: B HUALRY ASSURANCE: S 9EI9 SF ! 1 f 9 I I I ! + i s i 11 SCJILE 1" = 40' SCALE 1" = 40' I ! NOTE: + ' I i CONFORMS TO CONSTRUCTION RECORDS EEE;PHASEII&III_STRIPING PREFORMED PLASTIC WILL 6E USED FOR ALL TRANSVERSE MARKINGS. — ALL WORDS AND SYMBOLS,AND ALL MARKINGS THE TAPER + � fJ I UTILITIES OCTOBER, 2006 PROJECT NO.:9oz 05021.02 3 DISTANCES.ALL OTHER STRIPING TO BE EPDXY PAINT. STACK STREETS — NOVEMBER, 2006 SHEEE 77 OF 99 sIF a TWPORMY I POND 6B SR�G7' IR-+l z4'>mIre 7983 SF ^'(3o l.au) I I MILLER PARK GGS 1BB1 (S 313)d®I s,RIPE 15 179e22 SF = BLOCK 5— BB54 SF R Q LWETLANDS 7 ! BETBACK 16902 SFsTA Is+eza STA IS+06.b AINSWORTH�(,e.E7 14 B4�SE 17AY RT 15.39'LT 1 SM SF _____________ srA v+Desz • _ -- LszLT I I 7 i 3u w _ AINSWORTH- MILLER PARK MILLER PARK m --- 172622 SIF n __-- ------------- — _ 178822 SF _ ------- EN90N T LINE�� w rypE•A _----___ LINE - ICIRLIGNING CURET PAIN SEE 3­1 OF a DWDLE STA,I I 2] Y _ u.sd AT ,1 ,� r DeL rE -zo Er DT P --_ — — — — — --___�--- --- EXTENSION Y£LLD _-PLASTI4ZAPE__- LINE UURR PAINT ----___----_ _ _ _-- --- _ NS1YORfH• O RI-I s-- --- --- --- --- --- - --- --- ------- - I ::__ --- --- INSWORTH DRIVE a TH DRIVE AINSWORTH DRf ---- ---- (ie,e)�®'i7 rymi:) a ��(a0D.5O1 Al 17 18 SETBACK �� SETBACK AINSWORTH� n -------------------- --- -- - - �!p■ 9 1 II 1 ® BDDD 3F 9643 SF 792112 SF 75780 SF D (` N ■� („ neoe SF h m MPORAwI�"`l 16 ® n6� ' { -BLOCK 7- K + AINSWORTH- W m O 11 P • =II 1 7yy a¢ WETLANDS K o s ' l o PARK W 6 sm ta+ss.eR�I �� $ue,L e3.zJ 140168 SF A Q� I Z 12 20 u 1 1 1 p� II .716 SF 14143 SF -;.Q I 38710 SF W ■ I m 2e•WHILE 6 m f P Q 1A ON IL 31 I V s€ (,nw) x7 I I o I I I I ——————————————————- la n, I sr�iaresza >P�I I � I DETENTION J POND 6A m (2WOo 4 1 ssW L4 a3 II W 6 ! I I II II I I � v I WLFF 101 SF II I I I I I 19 IIII t Il I I I R}T I1 I I I 11134 SF I 2---------------- i z 12456 SF 1D212 SF II i 11, -BLOCK 10- III I II II II 3 12DO5 SF III I II ' II s' f 11Rs' 4T-11810 SF L U I •L. II ( 3 I I KURT `�. THOMSDN p 13499PE I 9 3 -BLOCK 7- 2G07 SF 1 =F ( N I I t 11172 SF I I 1 1 yyy �+TONAL f1 LWWp 4 III 15 I 10504 SIF li I ' 61 SF If 1 Ij II HATCHED AREA WITHIN STREET DENOTES SURFACE IMPROVEMENTS,IF NO HATCHING f 444 1 ! I vEuow FLEnel3E COMPLETED UNDE'R THIS CONTR CTLE IMPROVEMENTS WERE NOT ------------------+I I DEUNEAE IADUNT —BLOCK 9— Il 1 11 I 1 1 DELINEATOR ' 1 � 17 Ifll III 1 1 4 I 3TA I]+04.n y , 13445 5F 14.50'RT p I 1 1 12398$F 10504 SF II 1 109113 SF L33T eBL I' f I1 1B0■ I I I 1a9k241 fy t11 f 1 JI 31m mm I I (s m ———————————— 1 II H I f f II 1 Q !fI p2v STA., ­7 IkI —BLOCK 9— s 4.e7 RT II f 6 9466 sF A o 1 16 I W 11829 SIF ,ny7 l l N I II SF I 0_' II (zA.11.1 , 9Ta Rn srA.Iz+7Rn l 11 I I(1 124D0 5F (z41vz•l �I- Q Q --+]RT N ! u.sD•LT yNl_z q l v 'dQ I A Ys 7 --- zs so �� _J ­FAC �9` 3Z Z rEuow nE NT I As (so 0_%~ DEUNEAE IAOUNT Q DEunEATOR y I I I +sa 0- STA.1E�41.)1 q'.17) I ® ® • W W z a OPEN SPACE I �D,w'RT PARK I I Z v) Z Ld _---___--- NCL1 SF-- ___ I == 277D SF wrl-z OPEN SPACE t z Q cR0s9N0 OPEN SPACE I 3n,sF 11E•O• r�_ O z I STA. 0 - -- -- -- LE ETAIU f 101111+42]1 c2 �E C Z II 125,50�LT (SEE DETAIL) (34Ba1 J Q Z f r2 �)Q Q (n -BLOCK 8- z , f a m -o 7 u 1 F ' o 2" 1 ® f7 I 's m w L (9 E 11253 SF II I O '1 �2 z 1 15 f _Pp I _ ��.. (n �'�' I 1 z e u 1 ® fy f0052 SF ( � Q Lu V) DO a Iai I , 6 w to Of .�� o r---------------- I R}I] �J + 103(N{SF 1 11 O Cn —I 1D185 SF 1 i � 1 I 1 r r# ui 0 Q + m SCALE 1" = 40' 1 1 I f U o Il I 1 NOTE: ( I I F_ 11 � 6 II I f I PREFORMED PLASTIC WILL BE USED FOR ALL TRANSVERSE MARKINGS, l II !l 10503 SF + ALL WORDS AND SYMBOL$,AND ALL MARKINGS WITHIN THE TAPER DISTANCES.ALL OTHER STRIPING TO BE EPDXY PAINT. I I 1 f ! O -BLOCK 10-III I +' ± if 1 if I -BLOCK 7- ,' J Q B --------------- III II 11 1 I W z 9 i i j I B114 1 .07 SIF 2 OS025F III I OR — DENOTES "AS—BUILT" CONDITION I 1 �$F 7 P III s' I' 9w SF 1 11 I X 1 1 I CA.D. CMK 7 u r I DATE: 4/14/06 s III I r 4/18/06 REVISIONS: /1 /06 --------------- yo _ II I + T9 I' I 11/14/06 TEE ill 1 1 1 r l j 11/24/OBAB -BLOCK 7- APPROVED BY. 10 I 1 8 I OUAM ASSURANCE: lasD2 sF !I I f YELLDW FLEXIBLE ! I � 13 B7 SF III 1 1 9URFA�MWNT I 10715 SF 1 OELNEATOR I I 1 1 UI --___-----... A e I I 1 1 9$F 1 11 I SCALE: We = 40' + "CONFORMS TO CONSTRUCTION RECORDS" FILE;PH ASS I&III_STRIPI NO j UTILITIES — OCTOBER, 2006 PROJECT NO.:BOz 05021.o2 s SHEET 78 of 99 STREETS — NOVEMBER, 2006 a j I I I 1 m m 1 ' i DETENTION rn j i r POND 76 i �U. I I i ; ;DETENTION I I I I POND AB I 1 I I f I I 22 f I I I 8023 SF I I I 1 17 I 1 8400 SF I I I I 1 3D Lr or v¢Lrnr CURB ��, I I 1 I I PAIN FROM PC To 3C ASPEN ARE I I AREA I zt12 SF SF 1 8400 SF 15 16 r-BLOCK 23- r 18 I 19 AREA 1 2 1 2 I I v�Esr(SEE,zin avE i 0 t I r SETBACK 8400 Sc_____� 1 6900 SF I 8400 SF I 8.580 5F 38D0 SF I 8023 SF 1 8023 SF I 22210 SF EZA —_ — ��J___ 1 DF 1���_____��z=—I___ L_:��_____ L_____��____I__ + ___—_ ___—_ _____���_ 8 uae ) __________________�_______, 14881 SF —B — 11238 SF ________________ _____ I �ocA�oN TOR -------------------------- --- --- a - ----------------- _ ---- --- --- -- z- --------- -- --- _ � 6 v��v�PAML Z — — — — — — — — —FREIrrevp m Ie- �T�— _ — — — c YEBP DF Nm.a1r � — — — — — _ _ — — — _ fTl W m O T�!ACKWOOD ROAD W �, TRACT 2 Z ... ■ cos 2177 � = HATCHED AREA WITHIN STREET DENOTES SURFACE IMPROVEMENTS. I z n IF NO HATCHING IS SHOWN.SURFACE IMPROVEMENTS WERE NOT c � °DMPLETED""DER,MIS°°N RACT. "CONFORMS TO CONSTRUCTION RECORDS" I W U m UTILITIES - OCTOBER, 2006 STREETS - NOVEMBER, 2006 SCALE 1" = 40 VV l + B ! 1 ?1 13 13 ' r i I I I 2 �� I I If I!f 7989 IF j I I I I Ssaz 1 I 10715 SF f I N 1 I !f f f N I! 1 f $ f I ii I IIL---------------------JI 11------------- 9819 SF ! I I 1 ill 11 1 1 r if 1 f f i i i `,llllll o q ry,'- 1 I Jf I I I ill 12 8773 IF f 87 KURT W. I f f II I I f I s TH9MS9N 9'� N f1 I III f il l 'p 13499PE jry� II If SETBACK If II I SETBACK r--------------- 7 / 12 g I I I 7��SFf A ______ il l f I r_____________ / f 545.5 SF l 8M SF II + ! fill fl II f I r I II 11 I I J I I g f I + f if 8356 EF 11 I 9005 DETENTION r Jf I N f I I I NOTE- SCALE 1" = 40' POND 15 PREFORMED PLASTIC WILL BE USED FOR ALL TRANSVERSE MARKINGS, / ; j f!f 16 `---�--- ------ ! L_____________ ALL WORDS AND SYMBOLS,AND ALL MARKINGS WITHIN THE TAPER f II DISTANCES ALL OTHER STRIPING TO BE EPDXY PAINT. #-D ✓? I I y 19 8539 5F Till ® � I f n N II III (30:301 BREE u I fA f f Ir I i u1 -BLOCK — I co / — -- I I I / W f�--- ------_._za ------------------- —F- — ------'�--_----_ — -LOW CURB PAINT 0 EAST or RmRANT Lu -- yi 1 a I I I ' PARK BREE LANE Q oiw 48200 _________ _== ==Lz== ------ _ 7CnfW z - --------------- --' ___ ___ ___ -------------------- ---- of.l Ld co to r--------- ------ W Q a 9400 SF I B Z w- Q SF 040 3A16 d001 1SV1 -- i III I 9400 O }0 W 0ffi A III I 1 SF I (/) Q 11 9002 11 -- -- --- --- I 1 1 H O LD d0D11S/1 p I i -BLOCK 23- <a z LD cn l S III m h o < Jd LOf.i DE f gj 1 III 1 I w W (7 p I 1 - i I 11j i I Lo N Z Irk ¢ I I V) l l V I i Y wQ o fn I I III I W o a 111 S 11 II II � II 1I �- IL--------- -BLOCK __1____ —BLOCK J ....... Ul Y - -- ----- - -- ---- ----- o — _ — - ' - i F 12515 SF O 1 it I 2 ------------ -- --------------- - -------- A I I 17345 g 111 r --r-------_--- Q Q v l i 1 I i j L L 1 N II o $ II III I I I it am , e r i If i 1 CMK dyay PRErIXiMED (_ om 4P I 1 DATE: / /12 a X O g¢ Tr,��, 1 I 4 14 05 13807 SF PIABTC TAPE 0 SETBACK > _ n � 1 1 REU1510N5: 4/1H/05 7a7BO 9F i ^3D• I 3 g a II 12 I 1 7110/05 PARK ItIACKYIODD a ai95 u-BLOCK 8- Z ;�K PARK - ' Lw I i1P8994 FMED i 1 1 11/24/OaAH 18578 SF Yi4m BF SETBACK (30•. R 11 PLIuM TAPE I SETBACK WETLANDS 73SF PARK i o 1 13 I --- --- --- - 78248$F 937a5 SF ��0 5r TrPE•A'creowND I 6400 SF 14 j t5 APPROVED BY: It ---------------------- ------------------- BUCKWflOD gE DETAE) I - L------_-===`1-------=---y=-- _ _ GLRB PART —`{ — E DETAIL �F LLD. _ B40D 5F - _1 _ ■PANT -----------1 ------ QUALITY ASSURANCE: —nD ROAD — — — — — — — — _ — — P1RB PAINT.��——`I — _ — R4PNNRLArk T TRACP 8 SCALE: 1" — 40' CO3 8177 © O FILE;PH ASS ddydII_STRIPI NO P,-, .,-, TRACT z CUS 2177 PROJECT NO.:Boz os021.Dz 0 7 SHEET 79 OF 99 s a I I I III + ie 1 1 f II I I s' i I I I i I I ' II I II a II II I r _i II i —BLOCK 7— r -aI l I I 10 I l i 10602 SF III I r�uaw n.fxie� r 13 87.S, o I III 1 wreracs. 11 I I III I I DfLMfATORu � I + 107I5 SF II II III I II f II y I I L---- It I j I j j ------ are.s,rs]as III I I ! S87S SF 14.50•RT f I( I II II III I II r I I I � 11 1151 Inru , I I f I 1 I I II II W m I I I llDllLl1 1 I I ZW I I 311YI lsl I r III I j II II I I I 11 ��0 Imo t��a /7B2� TBACK (f, Z I l n1 j 11 aVli 1 "l�` n f 12 + 9 SF 6 J r- 16723 SF II m 7 f 14 / 8455 IF 6790 IF W I I rr sn 753oSF I I {I 1 ,aso'RTII 1 1003M SF f I I I LTA.n+1e.721 (f u66 RTII I 14 I I - — N DETENTION r r 1_ L s s e2+za72 HATCHED AREA WITHIN STREET DENOTES SURFACE IMPROVEMENTS. POND 15 - �=__=--�=_==--====t`--'<____ - I � vsd LT IF NO HATCHING IS SHOWN,SURFACE IMPROVEMENTS HERE NOT I I N vO.Low a[xieLc COMPLETED UNDER THIS CONTRACT. oERNcarai unT m= sra. .T ' I V V i� I ff1 _ _ D �A����=- 71 i 1L_ �L=_ _ _ u.w'RT ��t- -��t17?5 SF 13 I I I j sr rI1I IIII (]0•.]0•1 A III I `_m f I A. 1CURD �2i L++savl.n)Z I1 1 I 11 rEaow cu sros viasw Crn7IO C m 0� TY7.iN A;A-,t2001 SF carnaro yD� KURTFI g W. 1 j 1j l i )) W 1 9 I G i 1 1 - ~A T 3�99PE � 1 m 14 za+ss_ t4s0'LT I I I Rry I f------ - �-- I IEFTUNE 7�C� I z ��OAfAL(((rreV 1 IJ r l oa is MUST m MFT � I I 1 l l 1 + �o.) 3A18 dOOl 1Svl f a � g� I � 2 If I Ii-A a 5� n490 SF ( 1 l -- dDOT 1SY7--- -BLOCK 11-I M°REF_N� I ( 1 9 NELrvEeroR c I ' a ------ -_I iBIYI (Ae.tlO , W z j I ` ! R]-A � • I II II aV I v �\ sTA_2. 5R d m —BLOCK 8— 14.C RT — \� 3 11 12618 SF I — 1 12560 SF III 2 W V) 7�5 Q Q �� II I llvCl 1 1 3 = U Z I R]-, s Z ¢ M l - W Q J AA 14 a )e Oasa 11 I 7� SETBACK @3 om >�I ® Z j z LTA D_ x]o'RT �W o� 262 SF r W 66l O O Q.zs+ae.x I Ir F C7 PARK 6 a NI P In a d Z Q I 1 ,dpr),1 I 1 7B SF 70 F O z III 12 RRc 1C 4 , I SETBACK 136W SF RLasnc T.we = Q IQ 4]o'I I WETLANDS K 3 SETBACK z I 12504 SF m zrs uTasss !,," n)60 g PARK '° f mm s,—BLOCK 8— PARK m 1=af Q 'd =1== 0 140 BB SF LACKNf00D 2w63 sr ___-___- 18578 SF 29485 SF SETBACK � w� LLJ e ------ ------ ------�- 78218 SF.: Ud O O z ! _ _ ---- ... �- �a0 Lr or reaow - ------------------- - oROsswc - - _Luse Rawr ________ ___cuee vairvT F TrRL F 1EL Q`� mof BLACKWOOD ROAD (SEE o ULI — TAIL _ + C RB PAINT W N - -- --- -- ------ ------ -- BLACK4YOOD ROAD — — — — — — S z Re------- ------�y- - - - - - - - - - - W o a ­7 fit z R 83-441 a� (2400) ® � d rxAc7'2 TRACT 8 U D (+e°„z�•;� COS 2177 m zm H (12M) (4B'v44") 0 q � W OR — DENOTES "AS—BUILT" CONDITION X 'e 7 s CA.D. CMIK DATE: 4/14/06 REVISIONS: 4/16/06 7/10/06 SCALE 1" = 40' 11/14/06 TEE NOTE: 11/24/08AB PREFORMED PLASTIC FOR ALL TRANSVERSE ALL WORDS AND SYMBOLS,AND ALL MARKINGS WIT IHNTTHHE TAPEROS APPROVED BY. R DISTANCES. ALL OTHER STRIPING TO BE EPDXY PAINT. OUAITY ASSURANCE: "CONFORMS TO CONSTRUCTION RECORDS" SCALE: 1" = 40' UTILITIES - OCTOBER, 2006 FILE:PH ASSlddll_STRIPI NO PROJECT NO.:BDz 05021.o2 STREETS - NOVEMBER, 2006 j SHEEL 80 OF 99 s a SCALE • HORIZ. 1" = 30' V o VERT. 1" = 5' Z m 2+50 4+50 ROW ROW ROW ROW 7+0 0 4984 4984 49. 4960 ROW ROW Z � 4992 4992 c 4980 4980 4984 4984 4988 080 ■ 4976 d N 4976 4980 m 11+00 ~ 49841 1 iti g 4984 ROW ROW = -60 -40 -2D 0 20 40 60 -60 -40 -2D 0 20 40 60 -60 -40 -2D 0 20 40 60 9+0 0 30D0 80M Z ROW ROW W V 2+00 4+05.01 6+50 4986 4996 4986 4996 84 ROW ROW 4984 4888 ROW ROW 4888 ROW ROW ' A A 49 4992 4992 4992 4992 4992 4992 4880 4980 4984 4984 rm 4888 4980 4888 4988 4888 g 4808 -00 -40 -20 0 20 40 60 4976 d m 4976 4986 4986 -60 -40 -20 0 20 40 60 -60 -40 -2D �0 20 40 60 a 4984 0 4984 4976 4976 g 10+50 *� KURT W. -60 -40 -2D 0 20 40 60 -60 -40 -2D 0 20 40 60 8+50 _ T1 9 E Row Row �0 13499P 1+50 ROW ROW 80D0 5D00 4984 ROW ROW 4984 4+0 0 6+0 0 4986 4896 4888 ROW ROW 4980 4992 ROW ROW 4992 4986 4996 49M 080 4992 4892 21) / V 4984 - 4984 4888 4988 4992 4892 4976 4976 4888 4888 m o no 4880 080 4984in 4984 4888 0-00 -40 -200 20 40 604872 4872 1+11 4984 g 4984 -60 -40 -2D 0 20 40 60 m -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 _y 4976 -60 -40 -20 �0 20 40 60 4976 K7 H cn 10+00 W o 1+00 5+50 8+00 80D0 ROW ROW 3Daa Q 0) 4984 ROW ROW 4984 3+5 0 4992 ROW ROW 4092 4996 ROW ROW 4896 m + ��3iiJJ Z 4888 ROW ROW 4980 4986 4996 �+-�W Q Q 2 to] Z U) 4880 4986 4888 — — 4968 4992 4992 O }O Q D_'d Z W 4984 - - - 4984 4992 4992 5 H�_ Q Z Z Z m W 4976 4976 4984 4984 4888 4988 vi r Q V Q Z 07 o a m o 4860 4986 r f 115 4888 g 4888 W -60 -40 -20 0 20 40 60 W Z W r 4872 4872 49M �g 4980 4984 �� 4984 � V)O Q N e -60 -40 -20 0 20 40 60 -60 -40 -2D 0 20 40 60 -60 -40 -2D 0 20 40 60 Y W m no 4976 -60 -40 -2D �0 20 40 60 4976 EJ..I �Za Q 9+50cn D_ 0+49 5+00 7+50 8000 ROW ROW 8DD0 U o z 0 ROW ROW 3+0 0 ROW ROW 4986 ROW ROW 4896 O L) 0 w 4986 4986 ROW ROW 4888 4980 4986 4996 Q Lli 4984 4984 4992 4992 Q 2' 4976 4976 - — 4984 4984 4992 4992 U e ' 49M 4880 4888 4888 CAR CMK y DATE: s 4872 4872 4880 080 4988 4888 4/14/06 m m ni ri ieiH REVISIONS: 7/10/06 4976 g� 4976 �g 4984 g� 4984 �g -60 -40 -2D 0 20 40 60 -60 -40 -2D 0 20 40 60 -60 -40 -2D 0 20 40 60 -60 -40 -2D 0 20 40 60 -00 -40 -20 0 20 40 60 APPROVED BY: QUALITY ASSURANCE: a "CONFORMS TO CONSTRUCTION RECORDS" scaLT: SEE SHEET UTILITIES — OCTOBER, 2006 FILE; 27T"—%SECTION j STREETS — NOVEMBER, 2006 PROJECT NO.A�D%.><zi u SHEET 81 OF 99 s a • V o Z SCALE Z HORIZ. 1" = 30' VERT. 1" = 5' 20+50 ` 1 6+50 5020 ROW ROW 5020 W m W 14+50 5012 ROW ROW 5012 18+50 Z W ■ 1 3+0 0 5008 5008 5018 ROW ROW 5016 5018 5016 c m 5004 W 5004 500EEm 5008 N 5004 5004 5012 5012 5012 5012 W o d V 5000 5000 5004 W04 5000 5000 500E 5. 5008 5008 4996 4998 m 5000 m 5000 A A o s 6 VV 4996 4998 504 0 5004 5004 5004 Lg 5 -80 -40 -20 m0N 20 40 80 -80 -40 -20 m0N 20 40 BQ -80 -40 -20 mom 20 40 60 0 0 0 0 4992 4992 Ff I -60 -40 -20 0 20 40 80 -80 -40 -20 0 20 40 80 14+00 16+00 20+00 12+50 5008ROW W 5008 5012ROW ROW 5012 18+00 ROW ROW KURT 5004 ROW ROW 5004 ROW ROW 5018 5016 Y�. THOMSD � _o 13499PE j4 5004 W14 500E 5008 5012 5012 �O��ONAL 11�tl 5000 5000 5012 5012 5000 5000 5004 5004 500E 500E 4996 4998 5008 5008 4996 4998 5000 m W. 5004 5004 Ss 1 1 1 iLl 0�3 S� 0 0 0 0 o a o 4992 4992 5004 5004 -80 -40 -20 0 20 40 80 -60 -40 -20 0 20 40 80 -80 -40 -20 0 20 40 80 -80 -40 -20 0 20 40 60 5000 a o 5000 -80 -40 -20 0 20 4D 80 in 12+00 13+50 15+50 19+50 43 (14 5004ROW ROW ROW ROW ROW 5004 ROW 1 7+5 0 VROW — H V1 5004 W04 500E 5008 ROW ROW 5016 5016 O 5000 5000 Ln __ 5012 5012 a O _ + 5000 5000 5004 5004 5012 5012 Z / _ W 4996 4996 ' / 500E 5008 / Z V)j Z F 4996 4996 5000 5000 5008 5008 Q 0_ Z W 4992 m 4992 _ 5004 50- Q Z W m o 0 0 8,N a o Q a 7 m 4992 v' 4992 4996 4996 5004 m 50D4 m Of p Q Q -60 -40 -20 �0 20 40 fi0 -60 -40 -20 m0 20 40 fi0 -60 -40 -20 0 20 40 fi0 m o -60 -40 -20 m0 20 40 fi0 w a Q LLJ M. W a 5000 -60 -40 -20 m0 20 4D fi0 5000 N O O N m = W 00 a j 11+50 13+33.07 15+00 19+00 Lu o a o 0Ln B 5D04ROW ROW 5004ROW R W ROW 1 7+00 5016 V ROW 5016 U p Z R 5004 5004 500E 5008 5012 ROW ROW 5012 F O U W 5000 5000 5012 —— 5012 Q V1 5000 / 5000 5004 5004 5008 5008 Lyf V7 d' 4996 4996 / 5008 / 5009 U P 4996 4996 5000 5000 5004 50D4 fljj] 4992 4992 µ m o 5004 50D4 A.D. CMK an d d N 9 m a DATE: 4/14/06 9 f s REVISIONS: 7/10/05 `i 4992 4992 4996 4996 5000 5000 -60 -40 -20 0 20 40 fi0 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 4D 60 -60 -40 -20 0 20 4D 60 APPROVED BY: QUALITY ASSURANCE: a "CONFORMS TO CONSTRUCTION RECORDS" UTILITIES — OCTOBER, 2006 FI[f: SEE SHEET ELE;27TH_XSEC1ION STREETS — NOVEMBER, 2006 PROJECT NO.xw Di= ezzm j SHEEf as OF 99 s a • V o Z 22+50 SCALE Z ROW ROW HORIZ. 1" = 30' VERT. 1" = 5' 5020 5D20 24+00 W m 0 W 0° 5024 ROW ROW 5D24 z W 5016 5D16 5020 5D20 c 5012 5D12 26+00 AREAS WLUAWS CUArULAPIv814UMM c ' STiTMN s re Feet Cubk Yards C.M.Peedfill 5016 5016 R R CUT a ffilm CUT F2L COT FILL 0+49 120.19 0.53 229.43 5.04 229.43 5.94 SON 5DOS 5024 5D24 1+00 114.73 5.75 207.28 11,66 435.71 17.50 1+50 109.14 6.84 o eo 2+ 195.13 18.53 631.84 35.13 -60 -40 -20 0 20 40 60 2+500 5012 5012 3+00 102.02.0 94.05 8 10 11 9.52..25 18116 30.02 813.00 6&15 �7 si d - V p i 1B1.56 34.87 894.5E 101.11 i 5020 5020 3+50 97.45 17.17 184.73 16,77 1179.31 150.16 93 -60 -40 -20 0 20 40 60 � 4+00 106.68 0.95 20.22 16.77 1370.17 151.10 4+05.D1 109.24 0.91 20.2E 6.72 1568.69 157.10 17&30 6.72 1568.69 157.82 15 22+00 5016 S+00D 109.83 122_ 5D16 4+ 104.77 22 19&52 1423 1767.21 172.05 204,31 21.07 1971.52 193.12 N o 5+50 111.02 14.54 ROW 23+50 6+ 104.69 W 199.73 30.84 2171.25 223.96 22.38 R R . -60 -40 -20 0 20 40 60 8+50 0 10270 2238 18309 40.56 254&37 3D2.59 ♦♦ttt4tp1,�53r�T'��q�Ni�� 5020 5D20 5024 5024 7+DO 95.05 21.44 ♦�T 154.35 M27 2710.71 340.86 'P!t 7+50 82.45 19.89 12117 54.54 2831.89 395.40 ° KURT W. S+DO 48.42 39.01 �,� THOMSD 1 D9.34 59.18 2941.22 454.58 8+50 69.67 24.91) =0 13499PE 25+50 1D9.37 59.33 3050.60 513.91 5016 5016 5020 5D20 9+00 48.45 39.17 9+50 60.28 26,43 100.68 60.74 3151.28 574.65 1039E 54.94 325527 629.59 R R �OjrONAL j11 10+OD 52.03 32.91 39 67.19 3353.95 696.76 11 10+50 54.55 39.65 5012 5D12 5016 5016 5024 5D24 114-00 59.59 37.95 1D&68 71.86 3459.64 768.64 11+50 56.54 38.42 1(Y7.53 70.71 3567.1E 839.35 105.31 61.B5 3672.47 901.20 12+DO 57.19 2&38 10&OB 50.50 3780.56 951.70 35 51 10 11 . 2+50 59.55 26.15 138.95 41.22 3910.51 992.92 SON5008 5012 m 5012 5020 5D20 3+00 90. 10&20 17.58 4027.71 1010.50 r d 13+3307 88.17 10.3B p p 53.96 7.28 4081.67 1017.78 13+50 85.94 12.85-60 -40 -20 On 20 40 60 -60 -40 -20 O 149.03 31.49 4230.70 1049.27n 20 40 60 14+DO 75.02 21.16 153.38 33.78 4384.69 108305 5016 5016 14+50 90.54 15.32 174.38 30.02 455&45 1113.07 15+00 97.67 17.11 15+50 99.97 16.41 15&00 31.D4 4741.45 1144.11 d p 16+00 97.75 18.78 163.07 32.58 4924.52 1176.69 172.41 38.75 5096.93 1215.44 0 0 16+50 WAS 23.07 Z 21+50 23+00 5012 3012 7+DQ 80.65 23.03 158.5E 42.68 5251.51 1256.12 v W -60 -40 -20 0 20 40 60 148.82 42.05 5402.33 1300.17 4V ROW ROW ROW 17+50 80.OB 2E.38 150.45 31.33 555279 1331.50 _ O 18+DO 02.42 11.45 45 1 18+50 82.00 39. 133.72 47.13 SBB8.51 137&63 5020 1.11 5020 5D20 19+00 66.29 33.56 11B.79 67.60 5805.30 1446.23 w O 19+50 57.95 41.D6 115.D4 59.11 5920.34 1515.34 V) + 92.28 88.64 8012.62 1601+98 25+00 20+00 41.70 52.49 Q Q N 20+50 32.71 5359 60.91 98.23 6081.52 17DO.21 = U) 5016 5D16 5016 5016 5024 R W 3024 21+00 32.BB 5299 60.72 9&69 6142.24 179&90 43.91 100.09 6186.15 1899.79 a F �i 21+50 14.57 M97 18.14 134.83 6204.29 2034.62 0 22+00 5.02 B9.64 w w Q 9.76 145.92 8214.06 2180.54 Z V)] Z W i 22+50 5.54 67.95 _ 2.17 24.50 6216.25 2205.04 r O Q 5012 5D12 5012 5D12 5020 5D20 22+5B.9B 6.17 64.49 _ 0_of H Z 10.79 96.44 6227.03 23D1.40 �yJ 23+00 9.8.0 42.70 (n Q D_ Z 26.02 100.34 6253.04 2401.82 H� O 23+50 19.70 42.70 5 2- mo a 55.12 78.47 6308.1B 248028 F24+00 39.83 42.04 Q Z 5 5 89.77 114.54 8397.93 2584.62 U7 q - S 24+50 57.12 81.66 0 Z 5006 _ 5008 5006 5008 5016 5016 137.97 123.15 653&91 271&00 ul -60 -40 -20 0 20 40 60 25+00 91.B9 51.38 m H O Qrl 5 5 173.91 99.44 67D9.B1 2017.45 w N 25+50 95.93 56.02 w W -60 -40 -20 NOn 20 40 60 - 173.B0 115.25 6BB3.61 2932.70 d_ 26+30 91.59 6&45 p N 1 D4.64 42.03 69B&25 2974.73 O w o 28+30 98.59 7.20 V) O e 5012 -60 -40 -20 0 20 40 60 5�2 0.00 0.00 896&25 2974.73 Y w m O LLJ0 0 1n 22+59.99 W o a n ir 21+00 ROW ROW U D ZO 5020 ROW 5D20 5020 5D20 24+50 26+30 ~ w 5024 ROW ROW SD24 ROW O Q O 5016 5D16 5016 5D16 5024 5024 w � V 5020 SD20 j 5012 5D12 5012 5012 5020 5020 e 5016 SD16 .E. CMK s DATE: 4/14/06 ai 5008 6 n 5D08 SON 5008 a 5016 N 5016 REVISIONS: 7/10/06 n n 5 5 5 0 0 0 ui 5012 3012 -60 -40 -20 0 20 40 60 -60 -40 -20 NDn 20 40 60 -60 -40 -20 20 40 60 -60 -40 -20 NON 20 40 60 APPROVED BY: OUA,UTY ASSURANCE: a "CONFORMS TO CONSTRUCTION RECORDS" sr,ALE: SEE SHEET UTILITIES - OCTOBER, 2006 FILE;27TH_XSECTION PROJECT NO.Aw Di= ezzm j STREETS - NOVEMBER, 2006 sHEEr S3 of 99 s a • V o Z ' y 3+50 H 4966 Row Row 49s6 Z = � 4994 4984 5+50 h 4988 ROW ROW 4988 W o O AREAS MUMS ClAftOAUM 1MUM W 4980 49M S uem F r C bk Yb de C.M.YeNe STAMN CUT W ■ f7� CUT fill CUT f7LL 1+50 ry 4984 4984 0+ 6089 0.00 5.9E 0.00 596 0,00 a O+50 SO 161.11 0.00 49B4 ROW ROW 4904 4975 a a 4976 1+00 151.31 0.00 289.29 O.DO 29525 MOO -40 -20 0 20 40 1+50 133.87 0.00 264.06 O.DO 559.30 0,00 rn 240.26 0.D0 799.56 0,00 4980 4980 2+00 125.61 O.O0 4 231.54 0.00 1031.10 0,00 W o a a 2+50 124.45 0.00 23,01 0.00 1054.11 0,00 4980 4980 u - 2+35 124.02 9.00 40 -20 0 20 40 3+00 122.47 0.00 205.59 0.00 1259.69 MOO 215.27 0. 1474,96 OA0 3+DD 3+50 100.33 0.00 182.40 143.70 CBS 1B01.06 5,23 0.57 57 1657,3E 0,37 4976 4976 ROW ROW 7+1 3.1 7 4+50 67.49 4.01 A A 4+90.62 49.9E 3.91 BB,31 5.69 1889.37 11.12 fi.06 1.6E 1905.4E 12.77 V V 4994 4984 5+00 qgm ROW ROW 4966 5+00 43.62 5.62 52.90 19.13 1958,3E 31.80 5+50 1J.52 15.04 32.60 25.0E 1990.97 56.95 4972 4972 4968 ROW ROW 4988 6+00 21.69 12.02 5741 15.57 2040.3B 7252 6+50 90.31 4.79 105.63 4.62 2154.01 77.14 4980 49M 4904 4904 7+00 73.77 0.20 35.61 ODB 2189.81 7722 -40 -20 as 20 40 7+13.17 73.04 0.13 D.00 0.DO 2189.81 77.27 1 4984 4984 lµl IIjI 4976 4976 4980 4980 1+00 KURT a9eD 4960 t� THOMS-40 -za �0p E zo ao � � cp 13499P 12� ROW ROW v 4976 4976 ,f -40 -20 p0 20 40 -40 -20 a0 20 40 4980 4900 2+55 4976 4976 ROW ROW 4+90.62 7+00 49% 96 4984 4968 ROW ROW 4988 48 ROW ROW 4968 4972 4972 4900 49M 4984 4984 4904 4904 -40 -20 a0 20 40 4976 4976 49eo 49e0 496D 4980 LL 0+50 _40 -zD �0� zo aD -a0 -zD �D� zD 40 = ROW ROW 4976 4976 w -ao -20 �D� zo 40 En yJ 4980 4900 Q ROW 2+50 4+50 L ¢ r Ld Row Raw Raw 4976 4976 496a 4984 498E 4968 6+50 Z V) z w z ROW ROW O } ♦- w 49M4966 SCALE p o 4972 4972 498D 49M 4984 l � 4984 H ORI Z. : 1" = 30' S a Z CD VERT. : 1" = 5' p V)a 49B4 4984 Z Z m wo a a 4968 o 4968 4976 ~ 4976 4980 - 4980 � N U -40 -20 �0 20 40 0 c 44Er rn o0 O w 4980 w 49so Y w U) m 0 -40 -20 �a 20 40 -40 -20 �D 20 40 r1 4 9IT W o o Vn N -40 -20 0� 20 40 N 0 a 0 0+49 U a0 U ROW ROW 2+00 4+00 ~ 4980 4980 4964 ROW ROW M4 4988 ROW ROW 4968 6+00 Q LBBB ROW ROW 4966 cw 4976 4976 4980 - - - - 49M 4984 , 4984 G a 0 4984 4984 e 4972 4972 4976 4976 4980 4980 CA.D. CMK 9 DATE: 4/14/06 49M y 4980 REUISIONS: /1o/os 4968 4966 4972 4972 4976 4976 u� -40 -20 �0 20 40 -40 -20 �a 20 40 -40 -20 �D 20 40 -40 -20 �0 20 40 APPROVED BY: QUALITY ASSURANCE: a "CONFORMS TO CONSTRUCTION RECORDS" scaLE: SEE SHEET UTILITIES - OCTOBER, 2006 FILE;coEOEN_XSECnON STREETS - NOVEMBER, 2006 PROJECTNO.AQza%aL2 3 84 OF 99 s a • V o Z ' y 17+50 21+72.29 \`n 4996 ROW ROW 4988 19+50 49s6 ROW ROW 4995 Raw Raw a9sz 4992 SCALE ZHORIZ. : 1" = 30' e 4984 _ 4954 4992 - - - 4992 VE R T. 1" = 5' a96e - 4988 W � � W 4980 88 4980 49 4988 Z � 15+50 4984 4984 ARF" waDves CUYU7.A77Y6 ioauAs mS� uare Pbet Cubic Ys+ds Cubic Yells ROW ROW a s a s a s 4984 4984 4976 STA7YON C!/T ILL CU7 F9/Z 4976 4984 4984 C77T F/7l -40 -20 0 20 40 -40 -20 D 20 40 -40 -20 0 20 40 c 14+10.D4 202.19 0.00 249.94 0.00 249.94 0.00 1 +50 220.11 0.00 403.16 0.00 653.10 0.00 15+00 215.35.50 0.00 356.25 0.00 1008.34 MOO - - - 4980 15+50 169.44 0.00 16+00 124.12 0.00 271.82 O.00 1281.15 O.OD 16+30 86.92 0.81 195.41 0.75 1476.58 0.75 17+00 19+00 21+50 14.04 0.17 1490.62 0.93 18+54.43 84.44 1.32 124.02 12.80 1614.64 U73 e A A 4976 4976 ROW ROW 4992 ROW ROW 4992 4996 ROW ROW 4996 17+00 62.72 12.62 94.05 45.05 1708.69 58.78 C 17+50 39.09 32.63 1 18+00 19.81 46.54 54.87 78.29 1782.95 137.07 4984 4984 22.87 112.00 1785.B2 249.D7 18+50 5.25 Moo 944 80.58 1795M 329.75 n - 15+82.97 10.50 57.04 4972 4972 4988 4988 4992 4992 19+00 15.13 51.77 7.98 36.57 1803.24 366.32 n 51.22 01.07 1854.47 447.38 a a 4980 4950 19+50 40.55 30.31 -40 -20 0 20 40 20+00 70.67 5.16 102.84 35.06 1957.30 482.45 142.70 4.9B 2100.00 487.43 0 20+50 83.06 D.14 498 88 4 4984 49 4988 21+OD 69.51 0.92 148.23 0.61 2390.28 489.18 ' 4975 4976 v 2�+72.29 B9.2J 0.00 0 4Fs'�T 4�= -40 -20 aaa 20 40 93.92 O.00 2558.30 489.18 ,`i KURT W. 9 a a 22+00 93.55 0.00 1423 0.00 2572.53 489.18 _ THOMSDN ^ 15+00 4980 4950 4984 84 0.D0 49 22+04.11 93.26 -4D -zo D zD 4D -ao -zD o za a0 120.87 0.00 2693.40 489.1e o 13499PE j=G; 22+39.51 91.11 0.00 ROW ROW 0.00 0.00 2693.40 489.18 S G �giONAL 4980 _ _ 49Bo 16+54.43 22+39.51 ROW ROW 18+82.97 21+00 4096 ROW ROW 4995 4976 4976 4984 4954 4992 ROW ROW 4992 ROW ROW 4992 4992 4992 4992 n 4972 4972 4980 4980 4988 4988 a a 4988 4988 4988 4988 -40 -20 0 20 40 a 4976 4976 4984 4984 a s a 4984 a s 4984 4984 a s �M p� -40 -20 0 20 40 �` -40 -2D 0 20 40 -40 -20 0 20 40 14+50 496o "" 496D = -40 -zo D zD 40 ROW ROW Lu w 0 4980 - - 496D Row 16+50 Row Row Row Row 20+50 22+04.11 Row Z m 18+50 4996 4996 W W w� ¢ LA 4976 4976 4984 4954 ROW ROW 4992 4992 Z Z d 0 'o H 0- 4988 4958 4992 4992 O 5 Z- 4972 4972 498D 4950 4 4988 - Q w z 988 Q V)Q Z Z H 4984 4984 4988 4988 m W L] Q O n n Q w W F 4988 a s 4988 4976 4976 4984 n 4984 �w N U -4D -20 0 20 40 g m N 00 O W g Y w� m a s 4980ti 4960 4984 �M-40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 w OQ Cn-40 -20 0 20 40 L.f� Of d � 14+18.04 U o U ROW ROW 16+00 20+00 22+00 00 ROW ROW ROW ROW ROW ROW Q asBD ..0 4984 4984 18+00 4996 4096 Q q - - 4988 ROW ROW 4988 4992 4992 c 4976 4976 498D 4050 4992 - - - - - 49s2 6 a P 4984 4984 49884988 CA.D. CMK 4972 4972 4975 4976 4988 4988 DATE: 4/14/06 REUISIONS: 9 4980 4850 4984 4984 �H ui 4988 a s 4988 4972 a s 4972 a s a s 4984 a s 4984 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 D 20 40 -40 -20 0 20 40 -40 -20 0 20 40 APPROVED BY: DUALITY ASSURANCE: a "CONFORMS TO CONSTRUCTION RECORDS" S`LACE. SEE SHEET UTILITIES - OCTOBER, 2006 FILE;ENTER_XSECTION STREETS - NOVEMBER, 2006 PROJECTNO.AQza%aLu 3 SHEEP as OF 99 s a • V o SCALE Z HORIZ. : 1" = 30'VERT. 1" 51 8+00 10+50 13+00 = \ 5004 ROW ROW =04 ROW ROW ROW ROW 5D04 5004 WOO SODA Z 4+50 5000 5000 ROW ROW - - -- - 5OD0 5D00 5004 SOD4 W o Q 1+50 4996 4996 4996 4996 N� iff�O � ■ ROW ROW a 4996 4996 WOO � 50. � W -60 -40 -20 0 20 40 60 -60 -4D -20 0 20 40 60 4992 4992 4992 _ 4992 4992 4992 10+00 12+50 _CO -40 -20 0 20 40 60 7+550 ROW ROW ROW ROW Em 495a 4988 495a w 4988 ROW ROW 5D04 5004 3008 SODA ri d g g 5ODo 5000 -60 -40 -ZO 0 20 40 60 49a4 - - 4984 4+00 _ -- - - - 30D6 5000 5004 - SOD4 ` •` w ROW ROW 4996 4996 n a o 4980 g g 4980 4996 4996 w 4995 4996 3000 SODO -60 -40 -ZO 0 2D 40 60 -60 -40 -20 0 20 40 60 1+19.52 4992 4992 9+66.81 -60 -40 -20 0 20 40 60 -60 -4D -20 0 20 40 60 ROW ROW 4992 - 4992 7+00 ROW ROW 12+00 4992 4992 ROW ROW 3D04 5004 .11. ROW ROW SODA 49BB 4988 SODO 5000 KURT Y�. THOMSD � 13499PE 49Ba 4988 g g 3006 5000 3004 - - -- - 5OD4 -60 -40 -ZO 0 20 40 60 _ - r�+��D,N•A•L••'�4'jt�``t 3+50 4995 - 4996 49a4 4984 4996 ROW ROW 4996 4996 4996 5000 d 50DO - - -- - - - - 4992 4992 -60 -40 -20 0 20 40 60 -00 -40 -20 0 20 40 60 49BO 4980 4992 - 4992 -60 -40 -20 �0� 20 40 60 9+50 11+94.80 g g 6+50 ROW ROW 5008 ROW ROW 5OD8 -60 -40 -zo a zD 40 60 1+00 49B8 4988 5006 ROW ROW 5000 5DD4 5DD4 O 4992 ROW ROW 4992 5004 - - - - - - - 5OD4 — + 49a4 g g 4984 4995 - 4996 3006 5DDO V -60 -40 -20 0 20 40 60 - - �V Q 49Ba 4988 3+00 5000 5000 —_ F-- a o 4996 ROW ROW 4996 4992 _ 4992 4996 f 4996 LEJ O o o -60 -40 -20 0 20 40 60 H 49a4 a98 4 11+50 Q a o -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 IZ V7 _ -- 4992 4992 ROW 6+00 ROW ROW 9+00 ROW S00B ROW ROW SOOa z W Q O + 49BO 4980 SODO 5000 5DD4 5DD4 Z V j Z Q 4988 4988 5004 5OD4 — ) _ H m m - -- -- - Q OD- Z O U7 4976 - - g g 4976 4996 _ __ 4996 3006 - - - - - _ __ _ 5000 5 Z W -60 -40 -ZO 0 20 40 60 m w Q Z p u)a - z 0+50 49a4 4984 5000 50DO Of Z �J -60 -40 -20 0 20 40 60 0 o m H 0 Q 4992 ROW ROW 4992 2+50 4992 r 4992 4996 4996 �' V) W W Q ig a ro m o -60 -40 -20 0 20 40 60 �O_ N } u ROW ROW °�a °1�R N O 4996 4996 11+15.94 -60 -40 -ZO 0 20 40 60 -60 -40 -ZO 0 20 40 60 Y w n 49Ba 4988 5+50 8+50 300E ROW ROW 5ODa Q W o a Of Q 4992 4992 5006 ROW ROW 5000 5DD4 ROW ROW 5DD4 Q U D Z CCC 4984 49Ba - 5004 5OD4 w ~ O - - - - - -- - O O F 4988 4988 4995 4996 50DO - _ 5. � (V O � Z a9B0 4980 - - _ - - -- - s000 5000 p Q v) m m �% W U) fP� g g 4984 4984 4992 4992 4996 4996 r F- w m -60 -40 -ZO 0 20 40 60 m m O1 o a o m U g 0+20.50 g g m 4996 4996 P -60 -40 -20 0 20 40 60 <ro -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 o O L 4992 ROW ROW 4992 2+00 4986 4988 8+35.30 11+00 ~ () (,A,D, CMK s -60 -40 -20 0 20 40 60 1) O O DATE: 4/14/06 ROW ROW ROW ROW ROW ROW 5+00 5DO4 5004 5008 5005 Z Z REVISIONS: 49M 4988 4992 4992 ROW ROW U 4995 4996 SODO 5000 5004 5OD4 O w N F— APPROVED BY: 4984 4984 4988 -- - 4988 ti - - wQUALITYASSURANCE: 4992 4992 4996 4996 5000 S0004980 4984 4984 Ov U) SCALE: SEE SHEET mmP1Z FILE:PARNWAY_XSEDTIDN 4988 .988 4992 4992 4996 4996 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 PROJECT NO.:Boz 05o2i.oz 3 - SHEEf as OF 99 s a Raw 21+00 Raw V 16+00 18+77.44 Z m ROW ROW ROW ROW 502D 5020 Vt 5012 5012 5016 5016 _ - -- - - -- - - - - - - 5016 5016 SCALE 500B 5008 5012 5012 VE R 1" =RT. 1" = 5' � a 5012 .'; 5012 o O 5DD4 g 5004 5006 g .118 g�' = -60 -40 -2D D 20 40 60 -60 -40 -20 D 20 40 60 -60 -40 -20 D 20 40 60 15+50 18+50 20+50 Z W ROW ROW ROW ROW 502D ROW ROW 5020 - 5012 5012 5016 M16 t=nim c d 5016 5008 5008 5012 3012 5012 ,� 5012 w m� VV 5DD4 g 5004 500E g 5008 '�'�' AREASlOLUP(E8 CUXULATlY6 f9LUAUST -60 -40 -2D D 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 D 20 40 60 SP,ATION S--Pbu! 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CMK s 500B 5008 5012 5012 5016 5016 5020 50ZD DATE: 4/14/06 REVISIONS: $DD4 5004 SON 5008 5012 5012 5016 5016 D a o M a N 012 APPROVED OUAUTY ASSURANCE: 51). 5000 SOCK 5004 5006 5008 $ 5012 ,J -60 -40 -20 �D� 20 40 60 -60 -40 -20 �D� 20 40 60 -60 -40 -20 �0 20 40 60 -60 -40 -20 �0� 20 40 60 rr rr $ SEE SHEET CONFORMS TO CONSTRUCTION RECORDS EEE;pgRXWAY_XSEC, DN UTILITIES - OCTOBER, 2006 PROJECTNO.'eozaSozvD2 j STREETS - NOVEMBER, 2006 SHEEE 87 OF 99 s a • V o Z ' y 1+57.75 3+50 10+56.15 `H ROW ROW 5000 ROW ROW 5000 7+07.33 SD72 ROW ROW SD12 ■� _ a99s 4996 5+50 ROW ROW 8+95.31 Z ROW ROW ROW ROW G ■8■ 4996 4996 5004 5004 5004 5004 SODS SODS 5008 MOO ^G 4992 4992 4992 4992 MOO 5000 MOO 5000 5004 —— _ —} 3004 5004 50D4 � ... ■ r a 4988 4988 g 4988 g 4988 4996 4996 4996 r 4996 5000 300D 5000 �' 5000 - Z -40 -20 D 20 40 -40 -20 O 20 40 0 0 o n -40 -20 0 20 40 Sid 53R � r -40 -20 0 20 40 -40 -20 0 20 40 W u 4992 4992 -40 -20 D 20 40 1+50 3+44.21 10+50 ROW ROW Row ROW ROW ROW s000 MOO 7+00 8+76.66 5D12 5D12 e V V 4996 4996 5+00 ROW ROW 5008 ROW ROW SODS SCALE 4996 4996 ROW ROW 5004 5004 SODS SOOB H ORIZ. 1" = 30' 4992 4992 5000 5000 5004 5004 4992 4992 5000 5004 SOOT �,,`,,,0{N T q��,'' 4988 4988 4996 4996 5000 500D � ~ 9 0 0 I KURT4988 4988 4996 FH4996 MOO 5000 THOMSD-40 -20 D 20 40 -40 -20 0 20 40 ^4 o o -40 -20 �0� 20 40 -40 -20 0 20 40 _p 13499PE ?F Mf= 4992 -40 -20 D 20 40 499z -40 -20 N0 20 40 1+00 3+00 8+50 10+00 4996 ROW ROW 4996 500D ROW ROW MOO 4+6 0.9 4 6+5 O 5008 ROW ROW SODS ROW ROW ROW ROW 5004 ROW ROW 5004 5008 5008 4992 4992 4996 4996 5000 50DO 5004 5004 7. 5000 5000 5DO4 SD04 4988 4988 4992 4992 4996 4996 5000 5000 -40 -20 �D 20 44 4996 4996 50DO .' 5000 p� 00 m a a o 0 0 4988 g 4988 4992 4992 �' 4996 4996 -40 -20 O 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 n0� 20 40 -40 -20 n0 20 40 Lu � � O 0+50 = 0 499s ROW ROW 4996 2+50 4+50 6+43.18 8+00 9+50 `' Lq w + ROW ROW ROW ROW 5004 ROW ROW 5004 500B ROW ROW 5009 ROW ROW Z V) O; Z 4992 4992 4996 4996 MOO SODO 5008 5DDB Q d Z o 5000 5000 5004 5004 _ _ a Z � O V)Q Z Z 4988 4988 4992 4992 4996 4996 Ld 5D04 5004 07 o a a W c a 4996 4996 5000 MOD cn ui 2 N O p O o 0 4984 g 4984 4988 g 4988 4992 4992 MOD5DDO Y UJ m C4 -40 -20 D 20 40 -40 -20 O 20 40 ^m -40 -20 0 20 40 a a o 0o IyJ �0 = 4996 4996 n Lli Sp Q ~ -40 -20 0 20 40 -40 -20 �0 20 40 -40 -20 n0 20 40 d =O U U) a En 0+20.50 2+00 6+00 ?r ~ Z U U4996 ROW ROW 4996 ROW ROW 4+00 5004 ROW ROW 5004 7+50 9+00 0 w t � � 4996 4996 MOO ROW ROW 50DO ROW ROW 5008 ROW ROW SDOB w (� 4992 499z 5000 5000 5004 5004 O 1 2 `\r — — — 111 (� P 4992 4992 4996 4996 50M _ — — 5004 4988 4988 4996 4996 5000 MOO CA.D. CWK 9 DATE: 4/14/06 4988 a 4988 4992 4992 ro 5000 . . 50DO REVISIONS: " a m o 6 0 0 0 4984 g 4984 g I 4992 P1 4992 4996 4996 -40 -20 0 20 40 -40 -20 O 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 �0 20 40 -40 -20 n0� 20 40 APPROVED BY: DUALITY ASSURANCE: a "CONFORMS TO CONSTRUCTION RECORDS" scaLE: SEE SHEET UTILITIES — OCTOBER, 2006 FILE; 23R0_RSEUDN j STREETS — NOVEMBER, 2006 PROJECT NO.AOz D5D2i.Dz SHEET S8 OF 99 s a • V o Z ' y 13+00 17+00 Row ROW 15+50 3020 Raw Raw 5020 19+00 Z 6 3012 3012 ROW ROW ROW ROW W m O -- - 3016 3016 3016 - - 5016 5D20 5020 W c s60e SOoe _ - - .n 3012 3012 3012 5012 3016 3016 c ARE" MLOW CLOlULAITM MUMS � - 5004 9 5004 m �_ STATlUX u m Fb.t C b&Yew C hk YWa h-4D -20 0 20 40 m m CUT 190b CUT F/LL CUT iIIl 5008 3009 3008 5009 51112 1 1 3012 0+20.50 114,45 0.00 0 wi d -40 -2D D 20 40 -40 -20 0 20 40 0+50 125.11 0.00 125.11 0.00 W u 9832 D.00 '9+91+00 88.32 0.00 197.11 0.00 322.23 0.00 -40 -20 0 20 40 1+50 73.41 9.78 159.01 9.0B 481.24 9.05 20.87 3.16 502.10 12.22 1+57.75 71.99 12.24 12+50 102.50 26.20 6D4.61 38.42 2+00 59.27 19.90 95.31 42.04 699.91 80.46 e A A ROW ROW 2+50 43.B4 23.72 16+98.11 18+5Q 3+00 50.84 H.07 87.60 47.02 1 767.51 127.48 V V 5012 5012 1 5+00 5020 ROW ROW 5020 ROW ROW 3+44.21 36.15 38.78 7.73 8.50 866.3E 190.44 3+SD 36.00 90.57 69.36 68.49 935,74 258.93 5016 ROW ROW 3016 5D20 3020 4+00 3B.91 33.40 73.25 58.69 1008.99 317.62 SCALE 4+50 40.20 29.99 SD09 SOOB 5016 HORIZ 5016 1" 30' 4+60.94 42.14 29.31 16.67 1201. 1025.65 329.53 _ _ _ . = 52.59 44,35 1088.25 373.98 _ VERT. 1" = 5' 5+00 44.10 sa.71 5+3D 37.20 40.97 75.53 67.22 1163.79 441.20 3012 3012 3016 3016 6+43.016 Z0.4B 57.28 29.3 83.89 1251.37 607.41 `,444,1�,rN�'""" Npli 5004 S004 5012 5012 m o 2.63 14.53 1254.00 621.94 �� �'= 7400 6.12 79.57 m n n 7+00 fi.12 79.57 12.53 121.70 12711.79 770.8 i KURT W. 5008 3009 5612 3012 j��7+07.33 125a 80.31 _ THOMSON -40 -20 0 20 40 �`+�_ �_�_ �^�_ 1206 82.90 1203.85 853.68 .ct =� p 13499PE 7+50 2.72 24.61 9.63 83.34 1293.48 937.02 %FS 7 4���� 5008 5000 8+00 7.69 65.39 ,, -40 -20 0 20 40 -40 -2D D 20 40 -4D -20 0 20 40 6+50 13.78 g2.96 19.87 118.84 1313.36 1055.86 �4j�O7VAL 111111 a+76.66 16.80 61.D7 15.1D 1 51.21 1328.45 1117.07 9+93.31 16.06 63.46 11.27 36.63 1339.72 1153.70 12+00 20+08.11 2..5 2&4 1366.00 1290.811 23 9+00 15.8 64.38 P0.51 125.42 136fi.00 1290.23 9+50 9.63 71.07 19.91 130.24 1384.91 1420.47 ROW ROW 14+50 16+90.67 18+00 5024 ROW ROW 5024 1D+00 10.80 69.59 1 D+50 20.60 57.46 29.07 117.84 1413.98 1536.11 5012 5012 5016 ROW ROW 5015 5020 ROW ROW 5020 5D20 ROW ROW 5020 10+36.15 20.91 5 6 ,73 4.73 13.01 1418.71 1551.12 35.99 87.13 1454.70 IB3&25 11+00 23.42 1 50.57 41.73 86.81 1496.43 1725.06 5020 - -- 3020 11+50 21.65 43 12+00 22.92 39.1 B 41.27 76 26 1337.70 1901.32 .17 12+50 22.50 35.07 42.D6 68.74 1579.75 1870.05 SD09 5008 5012 _ 5012 5016 - - 5016 5016 5016 13+00 32,70 27.86 51.11 SB.27 1630.87 1928.33 81.75 52.37 1692.52 1980.70 5016 5016 13+50 33.99 28.89 69.18 47.58 1761.79 2028.28 - 0 14+00 40.72 22.70 77.48 40.71 1839.27 2068.89 yy Z 5004 w 5004 5008 3009 5012 3012 5612 5612 a 14+50 42.96 21.27 80.95 38.38 1920.22 2107.37 K7 LJ mo 01 ry r c�i°' 15+00 44.47 20.17 91.90 31.47 2012.13 2138.84 0 3012 0 5012 15+30 34.78 13.92 103.00 24.14 2115.13 21BL98 ~ -40 -20 0 20 40 -40 -20 0 20 40 �_�_ -40 -20 0 20 40 -40 -20 0 20 40 I6+50 63.75 12.25 5.87 111.30 16.78 2228.43 2179.77 w O 5008L 5009 1B+90.67 g6.2D 5.14 97.87 8.30 2324.30 2198.06 En + -40 -20 D 20 40 18.27 1.59 2342.57 2109.65 16+9611 86.29 4.87 04 Q 17+00 66.31 4.88 3,6 D.16 2380.8 2191.20 17+05.55 56.30 4.90 13.86 1.16 2360+41 2191.20 11+50 14+00 17+50 20+00 17+50 66.79 4.86 109.53 8.03 2470.41 2199.23 W F 127.83 6.45 2598.23 2205.58 I B+00 71.27 211 130.88 4.31 2728.90 2209.99 W li.l Q W 3012 ROW ROW 3012 5016 ROW ROW 3016 16+50 3020 ROW ROW 5020 5024 ROW ROW 5024 1B+50 89.85 2.54 Z > Z 132.91 3.31 2861.80 2213.30 O Q I B+W 73.68 1.03 �_ }OC Z 135.97 1.88 2987.77 2214.95 OC ROW ROW 19+50 73.67 0.78 139.85 1.53 ]737.42 221B.4B o Q 20+00 78.17 0.89 23A0 0.26 3160.03 2216.74 5 Z r2 SD09 _ SOOB 5012 5012 3010 5016 5016 3016 5020 5020 2D+OB.11 8.17 0.84 Q Z - - - - - 0.D0 1 0.00 3160.03 2216.74 Q V)Q Z m H 0 Q N w 5004 19 5004 5005 5000 5012 5012 5012 m m 5012 5016 5016 w Er W $$ 53$ m NO O ~ -40 -20 0 20 40 d A -40 -20 0 20 40 N°' EY S Z O 5OD4 30D4 5008 5000 5012 3012 ui Q K -40 -20 0 20 40 -40 -20 D 20 40 -40 -20 0 20 40 OL a U o U 11+00 17+05.56 u w5012 ROW ROW 3012 13+SQ 16+QQ 3020 ROW ROW SAD 19+5Q O ROW ROW ROW ROW ROW ROW W U SDO9 - 5008 5012 5012 3016 5016 5016 - 5016 5020 CAR CMK s 5004 5004 5008 5008 5012 5012 5012 5012 5016 5016 DATE: 4/14/06 REVISIONS: n o r o of SDOO S000 3004 3004 3008 5008 5D09 5008 5012 3012 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 D 20 40 -40 -20 0 20 40 -40 -20 0 20 40 APPROVED BY: QUALITY ASSURANCE: a "CONFORMS TO CONSTRUCTION RECORDS" SCALE: SEE SHEET UTILITIES - OCTOBER, 2006 FILE; 23RD_RSECTIDN PROJECT NO.wz o5o2t,D2 j STREETS - NOVEMBER, 2006 SHEEP as OF se s a • V o Z 2+00 SCALE 5004 ROW ROW 3004 8+00 HORIZ. 1" = 30' VERT. 1" = 5' 6+00 ROW ROW � 5DoO 3000 4+Q Q ROW ROW 5004 5DD4 a ROW ROW ..14 3004 W 0 4996 4996 W04 3004 3000 — 3DD0 W ai Y -s0 -40 -za a zD 40 so so0a 00 1 0+0 0 Z 30 c m 3000 3000 � 4996 d n 4996 3006 ROW ROW 3006 4996 4996 g h Em -60 -40 -ZD 0 20 40 60 -60 -40 -20 0 20 40 60 = = 1+50 4996 o N 4996 5D04 3004 W \..� , 4 ROW ROW 3004 d w -60 -40 -z0 0 20 40 60 5+60.93 7+65.74 SODO 3000 s000 3000 ROW ROW ROW Row C V V 3+59.82 5W4 5004 5W4 3DD4 4996 4996 4996 _ 4996 ROW ROW 5004 3004 3000 5000 3000 3000 4992 4992 4992 4992 -60 -40 -20 0 20 40 60 m - vi_! _ KURT W. 5000 3000 4996 4996 4996 d 4996 Y��f THOMSD -60 -40 -20 0 2D 40 60 -60 -40 -20 0 20 40 60 $ 9+50 _o 13499PE -60 -40 -ZD 0 20 40 60 �;S �Ltijy,� G tQ ..." \ 4996 o� 4996 5006 ROW ROW 3006 1+00 5+50 -60 -40 -za a z0 40 so 5004 ROW ROW 3004 ROW ROW 7+24.74 5004 3DD4 5004 3004 ROW ROW 5D00 3000 3+5 0 5004 5DD4 5000 5D00 5004 ROW ROW 3004 5000 3000 4996 4996 5000 3DDO 4996 4996 O o s000 _ 3000 4996 o i.i 4996 m ri + LL O 4992 T 4992 1 4996 4996 4992 �' 4992 46 -60 -40 -20 0 2D 40 60 -60 -40 -ZD 0 20 40 60 o -60 -40 -20 0 20 40 60 _ Q 4996 0 4996 g ~ -50 -40 -ZD 0 20 40 60 w §$ V) O -60 -40 -20 0 20 40 60 0+50 5+00 9+00 IZ c) RDW ROW ROW ROW 7+0 0 ROW ROW W N LE r� Q + 5004 3004 3+Q Q 5004 5004 ROW ROW 5004 Sooa O of Q Q O_ Z F 5004 ROW ROW 5004 5004 5Do4 Q O Z Z o0 00 cL 5D — _ 5000 _ 50 _ 5000 5000 _ — 5000 Q u)q - _ Z 0 _ m H O L 5000 _ 5000 5000 SOOo m UJ W N fy 4996 " 4996 4996 o N 4996 4996 4996 V)D O O `1 w m 3 4996 4996 4996 4996 w p p Z -60 -40 -20 0 2D 40 60 o a -60 -40 -ZD 0 2D 40 60 o -60 -40 -20 0 20 40 60 S Z W Da a -60 -40 -20 0 2D 40 60 -60 -40 -20 0 20 40 60 D O Ld 6 0+20.50 4+50 8+50 p ROW ROW 2+5 0 ROW ROW 6+5 0 ROW ROW o ROW ROW ROW ROW `cl (if5004 3004 5004 3004 5004 5004 5004 5Do4 6 5004 5D04 i — P 5Do0 _ 5000 5Do0 5000 SON 5000 _ _ 5000 5D00 —7 � — - - — - CA.D. CMK 5000 500o DATE: 4/14/06 REVISIONS: 4996 4996 4996 4996 4996 4996 4996 4996 g� §§ -60 -40 -20 0 2D 40 60 -60 -40 -20 0 2D 40 60 -50 -40 -ZD 0 2D 40 60 -50 -40 -20 0 20 40 60 -60 -4D -20 0 20 40 60 APPROVED BY: S OUA,UTY ASSURANCE: "CONFORMS TO CONSTRUCTION RECORDS" SEE SHEET UTILITIES — OCTOBER, 2006 EI NNSWORTH_fSEOn0N STREETS — NOVEMBER, 2006 PROJECTNO.xQz_aD2i.02 j SHEEE so OF 99 s a • V o 12+50 Z y ROW ROW N c 5004 5004 Z � 5000 - 50DO G W m O W = � 4996 S 4996 � W � N it1 -50 -40 -20 0 20 40 60 13+93.96 Z = 12+0 0 ROW ROW W u � ROW ROW 5004 50D4 5004 5004 _ A A VV 5000 50DO AREAS WMAW CUYULA=WLU AS S--Flied C.N.Yer. C.I.Y.M. 5000 STA77UN CUT F7LL CUT F1LL CUT F7LL 0+20.50 0.00 126.19 4996 4995 0+50 0.00 121.32 0.00 135.22 0.00 135.22 S S S OM 262.33 0.00 397.74 4996 49g6 1+00 0.00 162.21 OAO 497.42 0.00 895.16 -SD -ao -zo o zD a BO -e0 -40 -zo o zD ao eo 1+50 0.00 375.00 0365 2+00 20.75 $0.94 70. 76.40 89.66 1375.21 `\44,,,�,.✓��'�T''A N,�� 2+50 55.33 21.58 ♦�/ 3+00 58.84 20.19 105.71 38.87 195.37 1413.88 �Fs KURT J+so 43.26 28.91 94.54 45.40 289.91 1459.34 ° W. THOMSON�''^ 15.42 1D.79 305.33 1470.12 3+59.82 41.54 30.40 13499PE 0.57 11+50 13+82.96 4+00 33.43 57.40 44.35 50.13 361.45 152571 44.35 65.13 405.4B 1805.71 rrySS°j+w.„. 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CMK DATE: 4/14/06 4998 4996 $� REVISIONS: 7/10/06 -So -ao -zo No zo ao fio "92 -fio -ao -20 0 20 ao eo 4992 9 APPROVED BY: QUALITY ASSURANCE: a d� SCALF. SEE SHEET "CONFORMS TO CONSTRUCTION RECORDS" FILE;AJNSWORTH-%SECn ON UTILITIES - OCTOBER, 2006 PROJECT NO.:ROZ ezoza li� 21.0z j STREETS - NOVEMBER, 2006 SHEET 91 OF 99 s a 2+50 5+00 V 5024 ROW ROW 5024 ROW RAW X — DENOTES "AS—BUILT" CONDITION 14+50 19+00 Z 5024 .24 12+50 5024 ROW ROW 5024 ROW Rt iW ,t^ 5020 W20 1 0+00 5024 W 5024 5024 502 SCALE d Bozo \ l sazo 7+rj0 W sazo solo HORIZ. 1" = 30' a o R w w VERT. 1" = 5' Sole 5a18 5024 5024 5026 5024 5020 5020 5020 n Sole 5a15 Sole 5018 m O -20 0 20 40 80 m 5020 - 5020 5020 5020 Sole m 5018 " Sole 5016 -20 �0 20 40 60 9 9 F4 '-'' ■ 5012 5012 -20 �0 20 40 60 -20 v'0� 20 40 80 16+50 -20 N0 20 40 60 2+00 sole Sale sa18 sole r ivy r ROW 4+50 -20 y0�' 20 40 80 -2o N0� 20 40 80 5D24 5024 W t� 5024 5024 ROW 12+00 14+00 18+50 5024 5024 W MIN 5024 ROW ROW 5024 5020 5020 ROW ROW 5020 W20 7+00 9+50 5024 5024 5024 502 V V 5020 5020 5024 ROW 5024 R W _ 5020 _ 5020 5018 5018 5018 Sa18 _ 5024 5024 5020 5020 5020 _ 502 5018 Sale 5020 5020 Sole 5018 5012 5012 -20 n0 20 40 80 -20 u'0 20 40 80 5020 5020 Bois �� Sole �� 501 B �� 5016 tttttOlSy T A��!p� 5012 -20 �0 20 40 805012 Sole Sale -20 �0�' 20 40 60 5012 _20 v'0� 20 40 so 5012 -20 N0 20 40 80 K W. *= ((i Sole Sole �roTHOMSON W� =0 13499PE 1+50 -20 �o�' zo 40 so �� 16+00 , 1 jr_, ROW ROW ROW RW -20 N0� 20 40 80 ���ONAL±ut,ltt 5024 saga 4+00 11+50 13+65.71 5024 5024 18+00 5024 W R4 N 5024 6+50 ROW R W 5024 ROW R W 5024 W 5020 \ W20 5024 ROW R1 iW 5024 9+00 5024 5024 5020 5020 5024 502 5020 5020 ROW ROW .211 5020 5016 J 5015 5020 5020 5024 5024 5020 5020 5016 5015 5020 50 ii n 5015 5016 5016 5015 -20 0 20 40 6a _ 5016 5016 5020 5020 5016 5016 Ri 501z _20 20 40 6D5012 5016 N 00 in W in W of W m n u�n c� + 5012 5012 -20 0 20 40 60 -20 0 20 40 Bo -211 0 20 40 6 5012 0 -211 0 20 40 60 5012 -20 0 20 40 60 0) 1+0 0 5015 5015 — Q av:v w of 502E ROW Row 5aze -z0 �0 20 4a 6o 15+50 (n o 3+50 6+00 11+00 13+50 Row Row 17+50 = In ~o 5024 5024 5024 ROW ROW 5024 ROW ROW ROW ROW 5024 ROW ROW 5024 5Dz4 5024 ROW ROW a- O W Q + 3 O W W J 5024 5024 8+50 5024 5024 5Dz4 50l4 Z O Q O_ of H (n 5020 - 5020 5020 5020 5024 ROW ROW 5024 5020 _ 5020 5020 5020 (n Q IL O 0 _ Q 5020 _ 5020 5020 - 5020 5020 50l 1Q Q 0 _ < Z 5016 W15 5015 5015 W20 5020 5015 5015 5015 5015 m H O a O - - W O W W p 5016 " Sole 5016 5016 m 5015 5016 P� N -20 0 20 40 6a N o o Y 5012 5012 w 5015 5015 5012 5012 5DIz 5012 Y W Q -20 a 20 40 60 -20 a 2D 40 Bo -20 0 20 40 60 -20 0 20 40 60 -20 0 20 4D 6D w S Z m W oa -20 0 20 40 6o -z0 0 20 40 6D d Z 0+50 U o F ~ U soz6 Row Raw W28 3+00 5+50 10+50 13+00 17+00 Ld U) 5024 ROW ROW 5024 ROW ROW 8+00 ROW ROW 5024 ROW ROW 5024 1 5+0 0 ROW ROW Q O 3 E7Rj'( 5024 5024 5024 5024 5024 ROW ROW 5024 5024 5024 5D24 ROW ROW 5024 5Dz4 50l4 Wc U ii 5020 5020 5020 5020 6 P 5020 .20 5020 5020 5020 5020 5920 5020 5020 5020 5020 50l _ ih CA.D. CMK 5015 5016 5015 5015 DATE: 4/14/06 9 REVISIONS:— it7/1 o/os 5016 5016 m 5015 5015 5016 5015 5016 5015 t�m' i 5016 5015 5a165016 9/14/07AB F?vinn mn nn u1n u1 u� 5012 5012 5o12 5012 -20 a 20 4a 60 -20 0 20 40 60 -211 a 20 40 60 -20 0 20 40 6o -20 0 20 40 60 -20 0 20 40 60 -z0 a 20 40 6D -20 a 20 40 60 APPROVED BY: QUALITY ASSURANCE: "CONFORMS TO CONSTRUCTION RECORDS" SCALE: SEE SHEET FILE.BLACK_XSEC110N UTILITIES — OCTOBER, 2006 PROJECT NO.A02anON j STREETS — NOVEMBER, 2006 SHEET 82 of 99 s a • V o Z 23+50 27+03.34 IR ROW ROW 5028 ROW ROW 5028 SCALE Z 21+00 5024 5024 HORIZ. 1" = 30' 5' Row Row VERT. 1" = ` 5024 .24 o O 5024 5024 5020 5020 � ■ N 5020 5020 Z 5020-4 5020 5016 5016 a _ -20 NO 20 40 60 5016 25+50 5016 Z im -20 n0 20 40 60 AREAS 90LUlQ.R CUJILdA77V6 YDLUI/BS 5016 5016 5028 ROW ROW W28 STA287N Fret calm.Ism Cubio Y..& W �•'4 CUP im CUT FTld CUP FTLL n 23+00 D+50 0.00 97.90 6.42 1fi8.39 6.42 166.39 -20 N0 20 40 60 1+00 5.94 83.97 12.70 94.87 1912. 26327 0 ROW ROW 5024 1+ 5024 27+QQ 2+50 0 6.7B 8.70 9.80 1B.50 35.31 26.21 54,43 2B9.47 2+50 18.85 1220 46'48 20.38 100.91 309.85 .f 5024 5024 5028 ROW ROW 5028 42.75 18.97 143.66 328.82 r 3+00 27.32 8.29 50.92 39.40 194.5E 368.22 2p+50 5020 Sp2p 3+50 27.60 34.25 3589 81.45 23027 449.68 4400 10.87 53.70 4+50 0.00 117.20 10.06 158.24 240.33 607.90 5024 ROW ROW 5024 5020 5020 5024 5024 5+00 0.00 106.88 0.00 207.48 240.33 815.38 7.36 115.67 247.89 931.25 5016 5016 6+000 32.297 5.27 5+ 37.69 21.79 285.59 95103 16.26 80.43 5.62 366.02 958.65 53.89 So 5020-4 5020 5011 f N 5016 d 5020 W20 7+00 57.07 0.28 101.35 9.61 570111 969.26 _ o r 7+50 43.53 10.10 B&B2 11.75 850.93 961.01 k M 8+00 43.53 2.59 ' KURT W. 76.ID 5.95 735.12 986.97 a+so JB.75 2.11 gp67 5.50 815.79 992a7 ?p .13499PE -20 N0 20 40 60 5012-60 _40 -20 n0�' 20 40 60�12 w n 9+50 48.3B 3.2.11 .p THOMSON i 5016 5016 5016 5016 65.53 4.51 9D1.32 996.98 -20 n0 20 40 60 9+50 43.99 2.77 n n 10+00 45.15 2.97 8.56 4.49 1070.02 1008.79 r'f�7��P ,``t -20 0 20 40 60 10+50 47.90 Las 98' 11+00 5&97 0.37 95 2.0B 1168.97 1008.87 22+50 25+00 113.49 0.38 1282.48 100925 11+50 B3.60 0.D4 ROW ROW ROW ROW 12+00 67.95 0.00 121.80 0.04 1404.26 1009.29 5028 5028 26+50 12+50 55.85 0.64 114.63 0.60 1518.90 1G09.88 110.4D 0.65 1629.30 ID10.54 20+03.01 5024 5024 ROW ROW 13+00 63.38 0.06 114.09 0.17 1743.39 1010.71 13+50 59.84 0,12 3529 0.06 1778.68 1010.77 5024 ROW ROW 5024 5024 5024 5024 5024 13+65.71 61.47 0.0B 14+00 62.51 4.01 78.73 2.60 1657.41 1013.36 14+50 5252 14.40 106.51 17.05 1963.92 1030,41 5020 5020 _ 71.60 50.98 2035.72 10B1.40 15+00 25.02 40.65 a 5020 5020 5020 5020 5020 9040 15+50 0.00 153.2331591 2058.BB 157883 18+i6+50 0.00 127.9829253 2058.BB 1869.355016 5016 17+011 1.52 68_g718227 2060.29 2051.63Nsi 106.01 20B0.72 2157.84 17+50 2D.55 45.52 46 p5016 5016 5016 5016 5016 5016 18+00 31.83 32.6272.45 2129.22 2230.OB Z -20 0 20 40 60 -20 0 20 40 60 6315 2185.36 229323 - W16+50 29.8B 35.5819+00 32.00 7.11 1+ 39.53 2243.66 233276O-20 0 20 40 60 d H 11.69 2303.87 2344.45 �yJ 19+50 33.02 5.52 O_ o 54.03 12.75 2358.7D 2357.21 5012 L 5012 2D+00 20.20 5.25 O -60 -411 -20 0 20 40 60 2D+03.01 26.09 B.42 2.91 0.93 2361.61 2358.13 Q Q + 70 22+00 26+47.67 2D+50 17.52 1.76 zBOB zs.33 2425.54239 2a�zs.Ba z4o5.03 IZ 0)21+00 10.64 15.59 Ld ROW ROW ROW ROW 21+50 12.16 14.94 21.12 2827 2496.76 2429.30 L+�W Q 20+00 27.63 25.20 2474.39 2454.50 W r Q ~ 22+00 17.BB 1Z27 W V7 47.51 39.22 2521.90 2403.72 Z In> Z 5024 ROW ROW 5024 5024 5024 24+50 5024 W24 22+500 33..33 30.0092&78 63.84 54.51 2585.74 2548.23 O K 0 Q Q ROW ROW 86.54 52.43 2652.27 2BDO.68 Q D- Z O 23+50 3fi.55 27.64 24+00 31 24+50 8.32 53.95.90 31.37 63.37 54.83 2715.65 2655.49 C Z 37.23 79,01 2752.68 2734.50 _! 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CMK 9 DATE: 4/14/06 5012 5012 5012 5012 REVISIONS: 4896 t 4896 s000 50005004 5004 5008 5008 50a8 5008 5008 5008 -40 -20 0 20 40 -40 -2a a 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 a 20 40 -40 -20 0 20 40 APPROVED BY: DUALITY ASSURANCE: a "CONFORMS TO CONSTRUCTION RECORDS" scaLE: SEE SHEET UTILITIES - OCTOBER, 2006 FILE;LAST_%SECTION j STREETS - NOVEMBER, 2006 PROJECT NO.Aoz Oso21.o2 SHEET 94 OF 99 s a • V o 4+00 y 2+00 ROW ROW 6+50 8+50 10+18.82 H 500E ROW ROW BOOB 500E BOOB ROW ROW 5018 ROW ROW 5016 ROW ROW -- 5012 5012 - - - - 5018 - - - - 5018 _ _ c 5004 - - s004 SOD4 5004 - - 5012 5012 G 5W8 .08 5012 5012 0 s W 5a00 s°DD seDD sma sa°e RE s°DB � g -40 -20 0 20 00 S S S S S S Z ac • sa0a sa0a '" s°DB sa°B � -40 -20 O 20 4D 3+50 -40 -20 0 2D 40 -40 -2O 0 20 40 -40 -20 a 20 40 p, rs = _ 1+51.82 ROW ROW 6+00 8+00 10+00 Z 500E ROW ROW BOOB 500E ROW ROW 5a18 ROW ROW 501E AREAS ROW ROW AS WLUAW CUAMATM WLUNES W u 500B STATTON m/Aet LtrBM Yam CuBAo Yards �T� iad CUT 12U CUT A= -- - - 5012 5012 501E 5018 0+29 6.14 12.17 5.05 9.34 5.05 9.34 0+00 0.0 11.84 15.59 20.30 20.84 29.64 5004 5004 5004 5004 _ _ 5012 5012 1+00 1a.00 10.0B A A tm 1+50 12.62 8.5E20.94 17.28 41.59 4&9250a8 5008 5012 5012 1+51.82 12.71 8.53 0.85 0.58 42.44 47.5014 22.30 15.70 64.74 B3.20 2+00 1226 9.10000 5000 511W 500a5000 a 500B 2+50 9.46 10.7520.13 18.32 84.87 81.52 -40 -20 �a 20 40 SSS 3.9E 4.60 88.83 8612 2+61.47 9.14 11.005004 5004 500E 5008 2+95.38 7.7J 11.81 10.59 14.33 99.42 100.45-4a -20 O 20 40 -40 -20 �0� 20 40 -40 -20 �O� 20 40 -40 -20 �a� 20 40 395. 7.73 11.84 1.32 2.03 100.74 102.4E 18 3+0 0 3+50 9.70 10.48 20.43 17.40 137.25 140 59 /� 40B. 12.37 8.32 3.95 2.55 141 W.20 14&14 %II 11p 450 1+50 ROW ROW 5+50 7+67.05 9+50 4++50 15.91 6.40 12.8E 7.9E 2114 11.07 1B&34 154.21 ♦♦1� T A ♦♦� ~ ROW ROW ROW ROW ROW ROW ROW ROW 5+00 18.92 5.57 32.25 11.0E 195.59 165.29 �F� 4� 500E BOOB 500E 500B 5012 5012 5a18 501E 34.54 10.33 230,13 175.82 KURT W. 5+50 18.3E 5.5D THOMSON ^ 34.Ofi 10.35 264.20 185.9E 6+00 10.41 5.59 _O 13499PE jt�♦ 501E Bale 39.08 8.30 30328 19428 r 2� 5004 5004 5004 5004 5008 5008 5012 5012 +14. 27.52 2.11 125 45.02 1.20 365.36 200.69 r��4jONAL {jt�`♦♦ 77+50 29.48 .64 - - - - 37.09 2.42 402.45 2a3.12 5012 5012 7+50 29.48 1.84 18.64 1.02 421.D9 204.14 m 7+67.05 29.50 1.63 3550 2.12 456.59 206.2E g S B+Oa 2B.88 1.85 5000 f 5000 5000 5000 5004 5004 500E 500B m 8+50 32.27 1,05 56.43 2.59 513.02 20&95 gg -40 -20 �0 20 40 g g S S S S 8+68.69 32.24 0.95 2Z32 D.69 535.35 209.64 37.64 1.08 572.99 210.71 500E BOOB 9+00 32.67 D.88 -40 -20 O 20 40 -40 -20 0 20 40 -40 -20 O 20 40 -40 -20 a 20 40 16.67 0.42 589.fi6 211.13 2+95+38 99+509 34.07 0.85 45.1E 0.88 634.83 21211 10+DO 34.47 0.57 �'� 1.13 898.2E 213.24 ROW ROW 24.77 0.34 723.05 213.54 1+00 5+00 7+50 9+13.69 10+18,82 36.60 D.26 0.00 0.00 723.05 213.54 5008 ROW ROW 500B 5008 5008 5012 ROW ROW 5012 5016 ROW ROW 501E ROW ROW 5016 5016 5004 5004 5004 5004 500E - - 5008 5012 5012 - - - -- - 5012 5012 W 5000 5000 5000 _40 2A 20 40 5000 5004 5��� 5004 5008 500E a a ri X 5008 5008 ,�py," �7 -40 -20 0 20 40 -40 -20 O 20 40 -40 -20 a 20 40 Z M 4996 _4a -20 O z0 40 4996 2+61.47 SCALE W a ROW ROW 4+50 7+14.87 9+00 HORIZ. 1" = 30' 0 }o a VERT. 1" = 5' a a Z a 0+50 5008 5000 5012 ROW ROW 5012 5016 ROW ROW 501B ROW ROW S Z o Z as 0 to ROW ROW Sale 5016 Q Z U m H ij Q W 5004 5004 5D°4 5004 5008 5009 5012 5012 - - L - � W'd' L U1 -- - I p N (n smz 5012Y w V) m o 5000 5000 5000 5000 5004 yp5. 5004 500E 5008 < WW S Z U -" 5008 SaOB d Q gggR -40 -20 0 20 00 -40 -20 0 20 40 -40 -20 0 20 40 U a 4996 4996 5004, 5004 o -40 -20 0 20 40 -40 -20 0 20 40 2+50 4+08+46 8+68.69 0 0+29 ROW ROW 5012 ROW ROW 5012 7+00 Row Row W ROW ROW ROW ROW cc J 500E 5008 501E 501E G G 5004 5004 SOOB 500E 5012 5012 - - - 5004 - - 5004 5012 5012 CA.D. CMK 7 - 9 DATE: 4/14/06 - 50D0 5900 SaOa 5004 500e 5906 REVISIONS: M ,�py,", 5000 5000 � .. 500E �M, 500E 4996 -40 -20 O 20 40 4998 -40 -z0 � 20 a0 5°00 -40 -20 20 40 `�00 S0D4 -40 -20 0 20 40 5004 -40 -20 0� 20 40 APPROVED BY. DUALITY ASSURANCE: a "CONFORMS TO CONSTRUCTION RECORDS" SCALE: SEE SHEET UTILITIES - OCTOBER, 2006 FILE:ALEY3-xsEaTlON PROJECT NO.za as°2l.Dz j STREETS - NOVEMBER, 2006 SHEEP ss OF 9e s a R 90'N07 R/VJ 1.APPROACH WILL BE PLACED MONOLITHICALLY. 5' 8' B' 5' 10' � 10' 5' B' B' 5' 2.BOULEVARDS W LEYARDS THAT EXCEED 12.0'(3.7m)IN DEPTH E7 ��U( BLVD PARKING BIKE DRIVING 7 Y DRINNG BIKE PARKING BLVD WALK M"" REQUIRE A THAT JOINT. 1' 05' OS' 05' h 3.WHEN PLACING MONOLITHIC APPROACH BETWEEN 2X 3% 3Y. 3X 3K F 3% EXISTING CURB&GUTTER,DOWEL WITH 2/4 »" 4X12"(30em)DEFORMED EPDXY COATED REBAR AT A MAX 4;T y ENDS,SPACED FROM LIP OF CURB 8"(15em)-14"(35cm). OO� A:t l 'MAk SEE DRAWING NO.02528-2. {��l 1L SIDEWALK ONLY 4.REFER TO SECTION 2230."STREET EXCAVATION. d15 PLANT MIX ASPHALT SURFACING, IMEGRAL CURB 3"MIN. DEPTH &GUTTER IN CERTAIN LOCATIONS \I] (TYPJ(SEE PUN) c BACKFILL&CDMPACTION•OF THE MPWSS FOR FUTURE STREET SUBEXCAVATION/REPLACEMENT DUE TO \ �PERTY LINE SECTION_/ 6"OF 1 Ai"MINUS CRUSHED GRAVEL BASE COURSE WOVEN GEOTEXTILE FABRIC UNSUITABLE SUBGRADE MATERIAL. UNDER SUBBASE COMPACTED SUB-GRADE EXPANSION 18"OF 8"MINUS UNCRUSHED SUBBASE COURSE (MIRAFl 55OX,AMDCO 2004 OR E DIVALENT) � NO JOINT JOINT TYPICAL "COLLECTOR" STREET HALF SECTION (BLACKWOOD ROAD VERT ALL APPROA h 2"(5em NIMUM \ 4 tem)MAXIMUM NOT To SCALE W m O •( (73�0" `r c �3.0. a l^ � R 90' R. Lc ■ 5' B' 5' 19' e, e, 19' S' 8' 5' ,F rn BLVD 0 t WALK BLVD kE OPoVING DRIVING ~ BIKE '-"2% a 2% SECTION M1` "N 7:- '4H�n) A-A 0.5' 0.5' 0.5' = Z A 2X 29 3% 3T R 3% O'S•2X 2R � h Em O JOINT l 4%1 M(JL 4'7 Mqk W u NLY PUNT MIX ASPHALT SURFACING. INTEGRAL CURB VINDCER CERALK TAIN LOCATIONS �A+J (15cm) N�PR�aa 3"MIN.DEPTH &GETTER IN C)(SEE PUN) 6"OF 1 1g"MINUS CRUSHED GRAVEL BASE COURSE WOVEN GEOTEXTILE FABRIC ti "1A( PACTED SUB-GRADE UNDER SUBBASE 18" e A A`0Y OF 8 COM �. "MINUS UNCRUSHED SUB-BASE COURSE (MIRAFl 550X,AMOCO 2004 ' OR EQUIVALENT) V v INVERT TYPICAL "COLLECTOR" STREET SECTION (SOUTH 27TH AVENUE) z'(5«n)MIN. NOT TO SCALE )4"(12mm)SLOPE 4}4" C-UNE 4 J4"(11cm)Mp%. (11cm} V(12mm)UP :. .:•'.:'0 .. R WBO R/W CENTER LINE OF OWAUNE) �+ WALK BLVD PARKING DRIVING DRIVING PARKING BLVD WALK \Olyy T ,q����' OPTIONAL BOTTOM OF CONCRETE SECTION A-A 0.5' 0.5' ; *- � 2X =� KURT THOMSON BOULEVARD ALLEY APPROACH DETAIL 13499PE / A'1 MAK WOVEN GEOTEXTILE FABRIC 4,T 44I1f +F` �'titiTf_� (WITH FLAIR SECTIONS SIDEWALK ONLY ��UNDER SUB-BASE IN CERTAIN LOCATIONS INTEGRAL CURB 3.MI MIX ASPHALT SURFACING, (MIRAFl 55DX,AMOCO 2004 4gONAL I�I1L\\ NOT TO SCALE (TYP.)(SEE PUN) &GUTTER 3"MIN. DEPTH OR EQUIVALENT) •MONmwA PuauC­5 STANDARD SPECIT-ONS-STANDARD DRAWNG NO.O 29-DA COMPACTED SUB-GRADE �11".F 1 Az" MINUS CRUSHED GRAVEL BASE COURSE 15"OF 6" MINUS UNCRUSHED SUBBASE COURSE SIDEWALK BOULEVARD TYPICAL "LOCAL" STREET SECTION 1. NOT TO SCALE PRDPELINE I VARIES� LINE RX SHAPE RO /W R/W Y7 ORIVING DRINNG 3"MIN.GRAVEL BASE 'W 4"THICK M-4000 CONCRETE = 2% 2% P OPER SECTION B M SIDEYARD 4 4't Mqk SETBACK PER I WOVEN GEOTEXTILE FABRIC PUNT MIX ASPHALT SURFACING, ZONING UNDER SUB-BASE 3"MIN. DEPTH REGULATIONS TRANSITION SECTION FROM (MIRAFl 550X,AMOCO 2004 EXISTING CURB TO DROP CURB: OR EQUIVALENT) 6"OF 1 At" MINUS CRUSHED GRAVEL BASE COURSE w UDJ_' N MIN..5'MAX 15"OF 6" MINUS UNCRUSHED SUB-BASE COURSE r COMPACTEDTYPICAL ALLEY SECTION = NOT TO SCALE OF Z W 5.4-(0.45') W W Q EXPANSION JOINTS COMPLETELY NOTES:THE WIDTH WITH PROPORTIONAL Z to Z (n DRIVEWAY THROAT WIDTH AROUND SIDEWALK SECTION 24 INVERT MAY VARY TO SATISFY THE DESIGN In O Q J 24'MAX. I y 5" REQUIREMENTS OF INDIVIDUAL APPLICATIONS. F Of 0_ FINISHED STREET SURFACE TO BE YW TO Q D_ Z CURB&APRON PauRED MONOLITHIC 2" A4"ABOVE EDGES OF DOUBLE CUTTER. H- O ~ UNLESS OTHERWISE APPROVED 3"R C Z- W CONTRACTION JOINT J_ Z_ 0 Q 4"TOPSOIL ? 4 5" CURB TO CURB to Q Z H- �(TYPJ a I-WIDTH-VARIES EE IWW m H L] Q A��3/4"10 PER 1'SLOPE FACE OF CURB I+-I EXPANSION JOINTS AT CURB RETURNS W Z W 1'�•( 12• FACE OF CURER 15 R(TYP) in r=O N V) 1,5" EXPANSION JOINT N BACK D CURB p 6" CONTROL JOINT Y W V) DO z F 7.5" SIDEWALK CONTRACTION JOINTS 9" BACK OF CURB FLOW LINE A SPACED AT 5'INTERVALS-MIN. S Z DEPTH 1'.EXPANSION JOINTS .�7 co'-co, O O O W O Q TO BE PLACED AT 25' 0-' INTERVALS. iI EDGE OF GUTTER O O O O O O O O O O O O O O O O O- VARIABLE CRUSHED GRAVEL O O O 0 0 0 0 0 0 0 0 0 0 0 0 (5.5'TYP.) BASE-3-MIN. 0000000000000000000000000000000000000 A 8" U O S CONTRACTION JOINTS TO BE SPACED I 5' O o 0 0 0 0 0 0 0O AT 10'INTERVALS IN CURB&GUTTER WITH CURB RETURN 0 FILLET AS ONE PIECE O JOINTS WILL BE REQUIRED IF EXISTING CURB RETURN,GRIND GUTTER EXPANSION JOINT MATERIAL SHALL BE NE THICK PRE-FORMED BIAND GU S TREATED OTHERWISE FILLER DOWEL WITH 5 QQ4%36" APPROX.EVERY 10 FEET TO FORM OUTLET ALL CURB REPLACEMENT SHALL BE DONE WITH ENTECRAL CURB AND CUTTER UNLESS OTHERWISE APPROVED. SUB-BASE SMOOTH REBAA EVENLY CHANNEL WHEN THIS Q GRADE ESTABLISHED AS AV RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB ASC C. / ����/�`�� �� `��� ,�, SPACED ON 1'CENTERS IS THE HIGH SIDE w DR MATCH EXISTING SIDEWALK GRADE COMPACTED SUBGRADE WIWI EXPANSION COVER cc ON ONE ENO OF BARS PLAN G SIDEWALK DRIVEWAY APRON .5^ 1 5,TYP. 5.5'TYP. (VARIES) ET SURFACE �'� �6'-0"�-I P �'i' R .pER I STRE SLO ��1, OPE 1/2"PEs ,>¢- CA.D. CMK 7 PER�Op7 gLO� STREET SURFACE PEPE I t n 4/14/Os DATE 9s 9,5 :�=;Y1' REUISIONS: 7/10/06 O O O v-O• DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB 7' CURB&GUTTER REINFORCE WITH/4 a 3"WASHED NOTES: SECTION A-A BARS ON 2'X 2'GRID ROCK L SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230(MPW SPECS.,1996 ED.) APPROVED BY: MIN. 0 THICK 2. CONTRACTION JOINTS SHALL BE PLACED AT 10'INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF Ai AND MINIMUM DOUBLE GUTTER DETAIL QUALITY ASSURANCE: M-4000 CONCRETE WIDTH OF V. +OR MATCH EXISTING OR REWIRED SIDEWALK MOTH 3. K"EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C..y P.La CURB RETURNS AND AT NOT MORE THAN 300' NOT TO SCALE N INTERVALS.THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE Fl}LL DEPTH OF THE CURB AND GUTTER. .clTv DE eezeuAN sreuDARD ORAx1Nc ND.OzezR-1(Dec zoD+) SECTION A 4. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR HIS REPRESENTATIVE. RESIDENTIAL DRIVEWAY APPROACH 5. CONCRETE SHALL BE CLASS M-4000. "CONFORMS TO CONSTRUCTION RECORDS" SCALE SEE SHEET 6. CRUSHED GRAVEL BASE SHALL MEET THE ROCK MAY H U D FOR 02235(MPW SPECS..1998 E0.)FOR CURB AND AND SIDEWALK DETAILS GUTTER REPLACEMENT PROJECTS,WASHED ROCK MAY BE USED FOR THE GRAVEL BASE. UTILITIES OCTOBER, 200fi INTEGRAL CURB & GUTTER DETAIL PIROJECTNOI& -onus NOT TO SCALE NOT TO SCALE STREETS - NOVEMBER, 2006 SHEET 96 of 99 j OF 9WEMAN STANDARD ONAWING NO.CITY -II(DEC 2003) •CITY OF D EMAN STANDARD DRAMNO N0.0 28-1(REMSED FED.2XI s a BACK OF R CURB • CROSSWALK R R=15' h PT V m DOWEL WITH 24"NO.5 - REBAR,3'INTO BACK " .n C 1'(TYP.) BACK OF R N OF CURB,3"CLEAR CURB EXPANWON R R=15' JOINT e c Pi A °°°°°°°o . DODO°° °°On A•... x '.: 9 ( ') STREET c XS' • a,4 MARKER a SIDEWALK:. :20 MAX...4 :R. .5•SIDEWALK.(TYPJ • 1'(TYP.) SIGN 00° °O°o ® CURB TRANSITION LANDING M. o°Oo �..� r - EXPANS ION R W m O O°O O°O° • B e JOINT - m °O DROP CURB RAMPS TO BE CONSTRUCTED r /'.11 2%MAX.WITH DETECTABLE WARNING o°°°o°o°o°o°o ° °SURFACES COMPLYING WITH o °°00000 0600 .'1.5%MIN._ - - - - zADAAG,COVERING THE ENTIRE a°o°°°a°°°o° °°o°o 2'MIN. 5'WIDTH ANO DEPTH OF THE 00000°oo po :x=--� ti'. CLEARANCE o ° a MAX. . .RAMPS. - FROM FACE °o°o°o°000 o USE BLEOED TRANSITION RAMP WHERE 000posn LIMITATION DUE TO BOULEVARD WDTH, � - - OF CURB DOWEL BLVD VARIES - — C °° RIGiT-OF-WAY,CURB RADIUS,OR INTERSECTION °0000 TO SIGN OF D. ANGLE PREVENT THE USE OF STANDARD RAMPS PER - - 8'THICK °o C.O.B STANDARD DRAWING 02529-8 - cEm CONCRETE SURFACE DECTECABLE WARNING TO BE A MINIMUM OF 4' 4, -.. WIDE CENTERED ON THE CflOSSWALK(S). N' TYPICAL STREET MARKER W RAMPS TO BE CONSTRUCTED WITH DETECTABLE EXPANSION ; T �o°° SIGN LOCATION DETAIL WARNING SURFACES COMPLYING WITH ADAAG, FLOW LINE °Oo°o°°a COVERING THE ENTIRE W107H AND DEPTH OF THE RAMPS. �y1 a BLVD VARIES DODO ° MOTTO SCALE REINFORCE CONCRETE IN RAMPS WITH w.F,G�� .CITY GF00Z ON STANDARD DRAMNG NO.D 1D-4(SEPT.2ODF) A A FIBERMESH'AT A RATE OF 1 X LBS./CY O e OR WITH 6x6x10 GLACE WIRE MESH STORM DRAIN INLET ry� DIAMETER TO 2 V v (PRIMARY LOCATION) BRASS CAP WITH ROUNDED EXPANSION TOP,SET FROM REFERENCE JOINT POINTS.ENGINEER TO MARK �{12^ 51_0" 12"� STREET PAVEMENT MONUMENT POINT IN CAP TRANSITON TO NORMAL SIDEWALK TOP OF CURB I 8"T°9'BUT NO AFTER INSTALLATION- TOP DISTANCE VARIES. DEEPER THAN X" M"TO X"BELOW PAVEMENT _ }T ABDYE BOTTOM OF BOX. SIDEWALK • 5.5" NO UP-' .5.5"J TRANSITION TO NORMAL SIDEWALK FLOW LINE ELEVATION. DISTANCE VARIES. VARIES 5'SIDEWALK 95" LANDING NO LIP } t 20 UP% LANDING w 1 � KURT W. o� 5'MIN. RAMP - ` THOMSON M NO LIP VARIES �'li+,^Y.iL ., y0 13499PE jam; •' M 1:1122�"A11 MIN. LEAVE GRAVEL EXPOSED ryS„•, ('G�\\\ 6"CONCRETE 6• STANDARD 6"� RAMP 3'GRAVEL BASE(TYP.) CURB SECTION 2 X"DEPflES5E0 ORB, FOR DRAINAGE. SIDEWALK LANDING 4"CONCRETE SECTION A—A SIDEWALK 3-0" STANDARD CONCRETE(6 X 6"CONCRETE REINFORCED WITH 1.5 LBS. MIN. SACK MIX OR BETTER) FIBERMESH/C.Y.OR 6XBX10 GAUGE WIRE MESH 3"GRAVEL BASE(TYP.) POURED IN PLACE D.PRECAST AND SOLIDLY PLACED. SECTION C-C SECTION A-A CONSTRUCTION NOTES NON REINFORCED 8"MIN., 1. STANDARD APPLIES TO NEW CONSTRUCTION,WTH MAX.CURB R=15%AND MIN. 5.5'BOULEVARDS ROUND OR SQUARE WITH X" CHAMFERED CORNERS OR 2. RAMP AND CURB CAN BE POURED NSTR MONOLITHIC"U Y. +':9 REINFORCED PRECAST 4" 3. STORM GRAIN INLETS SHALL BE CONSTRUCTED"UPSTREAM'OF RAMPS.ALTERNATIVE LOCATIONS PERMITTED ItNI Y SQUARE WITH X" UPON CITY ENGINEER'S APPROVAL 4. RAMP WIDTH SHALL BE 5'MINIMUM' BLENDED TRANSITION PEDESTRIAN RAMP 4 NO.2 REBARS. 5. SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2R CHAMFERED CORNERS AND NOT TO SCALE MONUMENT ROX BOULEVARD SIDEWALK PERPENDICULAR PEDESTRIAN RAMP DETAIL `C-OFBO&MANSTANDARDDRAMNONDD252B_NA1A 112DDB1 INLAND FOUNDRY GD.PATTERN NO.1034OR APPROVED EQUAL NOT TO SCALE TYPE I STREET MONUMENT DETAIL —_ °TY OF BDZEMAN STANDARD DRAMNG NO.02UD-B(NOV 1995)(B-SED FEB=114) NOT TO SCALE GDY DF BDZEMAN STANDARD DRAMNG ND.­­(DEG.,9R9) ui � REGULATORY SIGN BLANK AS PER Q Q MUTCD STANDARDS, SIZE AS FLAT BLADE SPECIFIED ON PLANS STREET NAME Z SIGN BLANKS SEE SECTION 18"DIAMOND BLACK PANEL WITH 9 RED W MOUNTED BACK TO� �09810 2.2 FOR W'm Q BACK ON POST SIGN SIZES �24• REFLECTORS,3" MIN. SIZE-NUMBER OF Z W Z [PANELS Al REQUIRED BY THE DIRECTOR OF Q (n PUBLIC SERVICE ,O O __J d ROADWAY V/ O 2'MIN. 0 Z Z W 0 EE 2' m H-O Q W ^ MIN. 24" Z) W 2 W � E, 102"PERFORATED • • • • • • p N � 5 SQUARE TUBE POST 7'MIN, In H_ (TELSPAR OR Y W 03 APPROVED EQUAL) w no W OQ >� U o 2' PERFORATED SQUARE 0 TUBE POST(TELSPAR OR .• •,•ATTACH SIGNS TO POSTS WTH V DRIVE RIVETS(MIN.Z PER SIGN) APPROVED EQUAL) O q48"MIN. g STREET MARKER SIGN REGULATORY SIGN 2"PERFORATED SQUARE TUBE cwc POST(14 GAUGE) G FASTEN POST TO SLEEVE WITH R19"CORNER BOLT(A325T 1 X"ABOVE FINISH GRADE. FINISH GRADE 2 NSER BOLT HEAD FROM OPPOSITE SIDE CMK ° F OPCTEPD I°TE'SP°E7. INSERT DRIVE RNET CA.D. 9 DATE: 4/14/06 4" 2 A'X 30"12 DAUGE NDN-PERFORATED - REVISIONS: 7/10/06 SQUARE TUBE SIGN POST SLEEVE ROADWAY GRADE i; 1'!Y AR'•OUIK PUNCH" APPROVED `e .1 EQUAL) ALL SLEEVES AND SIGN - T APPROVED BY: POSTS SHALL BE INSTALLED 24• SIGN 1 POST FOUNDATION AS +, PLUMB. PER STANDARD DRAWING QUALITY ASSURANCE: B 0960-1 INSERT SIGN POST 16'INTO SLEEVE 8IS 0"TYE. M-4000 CONCRETE ANCHOR SIGN BLANKS SHALL BE CONSTRUCTED GRADE ALUMINUM,0.05 INCH �g' THICK,WITH ENGINEER GRADE REFLECTIVE SHEETING " " SCE. SEE SHEET SIGN POST FOUNDATION DETAIL DEAD END BARRICADE DETAIL CONFORMS TO CONSTRUCTION RECORDS FILE:PHASEII&III-DETAILS SIGN INSTALLATION STANDARDS DETAIL NOT TO SCALE UTILITIES — OCTOBER, 2006 PROJECT NO.wz=oDzia2 ,� .CIN NOT TO SCALE DF BOZEMAN STANDARD DRAWING NO.O961D-2(AGO,1E1 STREETS NOVEMBER 2006 SHEEP 97 OF 99 j GDY OF BD�B,,AN STANDARD DRAWING NO.D9B,D-1(AUG.,B9<)(RENSEo 9nDD2) s a NO VERTICAL REQUIREMENTS- PROPERTY STEEL POST MARKER LINE OR PAINTED BLUE EASEMENT WATER DR SEWER MAIN NOTE: .ti LINE �1 SPECIFIC MONTANA DEPARTMENT OF HEALTH AND ` 't': ENVIRONMENTAL SCIENCES APPROVAL IS REQUIRED FOR A ` BOULEVARD HORIZONTAL SEPARATION DISTANCE LESS THAN 10 FEET G AND FOR A VERTICAL SEPARATION DISTANCE OF LESS THAN }` VARIES 4' WATER OR SEINER MAIN 1.5 FEET BETWEEN WATER MAIN AND GRAVITY SEWER. Z m 3 /` REDUCER STREET SURFACE (R;EWALN GROUND SURFACE -I 1' 10'-0"MIN 0� ('b1 NO EXCEPTION TO THE MINIMUM SEPARATION REQUIREMENT(VERTICAL OR HORIZONTAL)IS PERMITTED N WHEN THE SEWAGE CARRYING PIPE IS A FORCE MAIN. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER MAIN c CURB BOX` PARALLEL ARRANGEMENT OR SEWER FORCE MAIN JOINTS WILL BE ADEQUATE AND AS a ,. FAR AS POSSIBLE FROM THE WATER MAIN BEING CROSSED. ' VARIES PROVIDE 5'STATIONARY ® WHERE LESS THAN 18 INCHES OF VERTICAL SEPARATION ROD IN ALL CURB BOXES L 4 L HAS BEEN APPROVED BY BOTH THE CITY OF BOZEMAN AND c THE MONTANA DEPARTMENT OF HEALTH AND ENVIRONMENTAL a L 2 L 2 SCIENCES,THE NEW GRAVITY SEWER MAIN,OR THE NEW WATER 6 W MIN. MAIN,AT THE CROSSING SHALL BE MADE FROM A FULL LENGTH COVER EXISTING OF PIPE CENTERED ON THE CROSSING AND THE CROSSING m 0 PIPE ANGLE SHALL BE APPROXIMATELY 90 DEGREES. NEW GRAVITY ` 8' I MAINS CROSSING WITHIN 18 INCHES OF A NEW OR EXISTING WATER- ATER c (TYPICAL EXCEPT IN SPECIAL MAIN MUST A .MEET OR EXCEED THE REQUIREMENTS OF — SEE DETAIL CIRCUMSTANCES WHERE CITY HAS Z NEW PIPE 'RECOMMENDED PRACTICE FOR LOW-PRESSURE AIR TESTING OF z W TAP BY BELOW APPROVED ALTERNATE LOCATION) m ® INSTALLED SEWER PIPE"(UNI-B-BO,OR LATEST VERSION). ]g TEE(PWGGEDI BEND ' C NTRACi PIPE EXISnNG i l` s ® NEW PIPE O •L"15 THE LONGEST AVAILABLE STANDARD LENGTH OF PIPE c AY CURB STOP - ® AS SUPPLIED BY A PIPE MANUFACTURER. rs _ 'V DIMENSION FOR THRUST BLOCKING ADEQUATE STRUCTURAL SUPPORT FOR PIPES AT Z CROSSINGS SHALL BE PROVIDED. h TTncs cs W BEND 1a•BEND!WSS Z2 11r SEND WATER MAIN BABE MATERIAL u e�6 TEE w NO COUPLINGS OR OTHER JOINTS ALLOWED ON SERVICE PIPE FROM a A B a B a B a a CORP.STOP TO CURB STOP FOR W AND 1"SERVICES.• ,•Y ,•-0 CROSSINGS® LE 6 ,'-T 1 V_w ' 9-101 1•-T' P-W STRAIGHT COPPER PIPE SHALL BE USED FOR 1 V AND 2"SERVICES. 1•-11• 7-5" 2-2- 1•-1V 1•-T 1•11" P-10• a" Z•-B" 7-e" J-R" J-O" 7-T 2-1" 1•11" 1•-W" DETAIL OF A SELECT MATERIAL BACKFILL AREA WATER AND SEWER MAIN " ]'-]" a'-D" ]'-,0• ]'-D" 2-0" 7-S 1'-„• PROPERLY CORPORATION STOP (SEE SPECIFICATIONS) AK ,z" a-D" 3•-,r a-e" a-e" 3•-e" 3•-3" r-r r-r roARA770N % /� %�� /��i/� %�� /�� SEPARATION DETAIL a u�I 1a• ,•-r 3•-,r a•-e" a-n- a-B" 3•-r J-J 7-r SAP VAIN AT NOT TO SCALE 1 NOIE 1XI6 TABL£6 EASED ON 1BO PB MAN—..RE 1. SPRINGLINE' s // / / ,// // // //�// // //�// DCE PIPE •MONTANA POBNC WORKS STANDARD�ECIBCAIICNS-STANDARD DRAWING NO 02660-2 W L B ING PRESSUne. WRAP ALL FITnNGS WI1H POLYCTHYU:NE �` �� / / 6"MIN. THRUST BLOCK DETAIL UNDISTURBED l 1 3 EARTH(TYP.)r (FOR WATER MAIN FITTINGS 4 �; ��� ���� ;1 ,— CONCRETE THRUST t{ MJ GLAND t T - "'CC , BLOCK TYP, t)tI F��i � i I TRENCH 80TIOM/ \\1p N A pi NOT TO SCALE �� +1�\"\1\��`' `j , Y MJ GLAND ,\�� ""'N•q�_ WON—PUEHG WCNN5 s DARO SPFI m CATONS-sr CMD DRAWNG NO.0w 1 �lr�,,s D.I. D.I. D.I. �� THOMSON GENERAL NOTES: PIPE MJ TEE PIPE ® PIPE _p 13499PE 1. WATER SERVICE LINES SHALL HAVE A MINIMUM 6 Yz FOOT COVER MEASURED FROM THE EXISTING GROUND SURFACg EXCEPT THAT COVER SHALL BE MEASURED FROM CENTER LINE STREET GRADE WHEN SERVICE LINES ARE LAID TO A STREET SIDE WHICH HAS AN UPHILL SLOPE.WATER SERVICE LINES ��SS• �,.+�C1;\\\ SHALL HAVE A MAXIMUM 7 X FOOT COVER AT CURB STOP. MJ VALVE 2. WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED. 3. BEDDING SHALL BE 1"DIA.MAXIMUM WITHIN 6"OF SERVICE PIPE. 4. INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN OFF-PDSITION. MJ GLAND 0.1. PIPE �Y•'MIN.CORROSION RESISTANT ALL THREAD WATER SERVICE LINE DETAIL RESTRAINING ROD,CONFORMING TO ASTM A242-81, INSTALLED IN HALF THE AVAILABLE MECHANICAL JOINT NOT TO SCALE BOLT HOLES(TYP.)WHERE NECESSARY,CLAMPING LUGS(ROMAC"DUCTILE LUG"OR EQUAL)DESIGNED REBAR ANCHOR aTr OP BDZDxur sTArDARO onaWNc n0.OzeeD-a(OEc zoal) ® TO ITT DUCTILE IRON(D.I.)PIPE,AND CONFORMING MJ VALVE TO AS TM 536-80 MAY BE USED IN CONJUNCTION WITH THE RESTRAINING RODS. MJ GLAND 8'-0•MAX. TYPICAL VALVE f TEE RESTRAINT DETAIL S-0"MIN. CONCRETE �TO BACK OF CURB NOT TO SCALE —_ ANCHORS INSTALL PLUMB WTH +CITY OF BOZEMAN STANDARD DRAWING N0.OWBO-10 NEC AON) PUMPER NOZZLE NEW HYDRANT, •A• FACING STREET MUELLER SUPER w CENTURION 250 IIJ R Q NOTE: COAT RODS WITH"KOPPERS"BITUMASTIC N0.50 COATING OR EQUAL. MIN.V-0"CLEAR ALL THRUST BLOCK DIMENSIONS AROUND(TREES.HEDGES,BUSHES.BUSHES,ETC.) YZN. 100 PSI 150 PSI 200 PSI 250 PSI 300 PSI 1, W Q A A VALVE BOX Z Z 1172 B-&8 z'-o•z•�z•-o z'- -o•Yam•z•-rz'-o"z•-o z'-0 z•-n z•- z'-0 z• r- FINISH GRADE CURB BOX TOP SECTION O Q Tn 1 2 z•-o-a r-o z e•r-B r-o r-v-z=6-Y- r-e so a•-o Y-•ra r-e O O }O-' H J ELEVATIONS AS SHOWN D_' 1 s'-Y Y-0 a•-o a'- a'-o Y-W a'�•Y-0' Q a Z Q 0H1 PLANS OR 0.Y U7 1 14'z'-a•r-0 z•-o J-s s'a J-D a4•J-0•s- a•-o a• I'-0 a•�o as f-D ADJUSTABLE SCREW W ABOVE TOP OF CURB - 1 a•-o-Y�r-o r-+a•-0 Y-W r-r r-0•a- s•-1 a• r s•-1 as r-e r TYPE VALVE BOX 1 4 IB a'-e•a• r-o s•- a'-o r-D s'-1•A•-o^¢- v-.a• A• v�Y�v-D I WITH uD MU1 a Z 0 +r 6'MIN. H-15428 3 24•/4'4' f-0 Y-S I'-0 f-0 a'-e'E'-0'9- C-S 6' B'-0 T�C-0 C-O V)Q GROUND LINE STRAIGHT COUPLING Z Ed NOTE: PRESSURES SHOWN ABOVE ARE MAXIMUM WORKING PRESSURES IN SYSTEM. WITH GALVANIZED m O Q W OR BRASS CAP W H- UJ 2 ELL! Q !p THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 6"VALVES AND LARGER UNLESS SPECIFIED BY THE ENGINEER. V)O p g MEAG-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU CONCRETE THRUST BLOCKSDO THRUST BLOCKS NOT REQUIRED ON TAPPING VALVES. \ 1 Y Q V UNDISTURBED W O Q THRUST BLOCK DETAIL EARTH MIN.6.5'COVER N Of (FOR WATER MAIN VALVES) M;". LUL D_ o NOT TO SCALE •CITY or BO 14 STANDARD DRAWING No.a21150-3(DEC 20133) s °+ COPPER SERVICE ENE O ¢ -CONCRETE i THRUST Q 9 BLOCK 'P< TO MAIN LINE w - .f i 2"COPPER SERVICE LINE cc PROPERTY LINE G 1' CURB&WTTER �,.: v. COMPRESSION ., JOINT AS REQUIRED FOR 2 CDUPLING� �•DIAMETER PIPE SPECIFIED SIDE ALK _ .;� tit, '3 ;r 4 3 CA.D. cMK s - CORPORATION STOP CURB BOX DATE: a/1a/os YD r ` ` I PROVIDE K'DIAMETER FIRE H RANT REVISIONS' Y 1 1 Y \ VARIABLE NEW fi"AUXILIARY GATE VALVE WATER MAIN DRAIN HOLE 3'MIN. MIN.Nz CUBIC YARD WASHED GRAVEL FLANGE JOINT TYPICAL BLOWOFF DETAIL APPROVED BY: B -MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK QUALITY ASSURANCE: NOT TO SCALE •CITY OF III STANDARD DRAWING NO.02609-7(DEC 20M VALVE FIRE HYDRANT DETAIL ATER NAIN W NOT TO SCALE "CONFORMS „ SST. SEE SHEET (nP, GI Y OF BOZEMAN STANDARD DRAWING No.DEW—NG.Z003) CON FORMS TO CONSTRUCTION RECORDS PHASEII&III -DETAILSHYDRANT LOCATION DETAIL UTILITIES — OCTOBER, 2006 PROJECT NO. NOT TO SCALE STREETS — NOVEMBER, 2006 SHEET 98 OF 99 o •CITY Of Co.—STANOAAC DRAWING NO,o ED-1(DEG 2003) s a INLET CASTING NEENAH R-3DU7, PCOFRAME AND CONNER TO BE EITHER D&L A-1172 WITH 1"COVER,MCI 305 FRAME, DEE 51504 305A COVER,OR IFCD 772 FRAME,772-8 COVER.OR DEETER 1025. iE CIA SMOOTH �DE&L 21519 OR ROD CENTERED IN OPENING D&L -351B 1 COVERS SHALL HAVE TWO 1"PICK HOLES. J— • 7" NOTE: ALL JOINTS BETWEEN MANHOLE SECTIONS,MANHOLE RING& a e k o TAP SECTION,AND AROUND SEWER PIPE INTO MANHOLE SHALL BE }` ADJUSTING RINGS, - WATERTIGHT.JOINTING MATERIAL SHALL BE"RAM-NIX"OR EOUAL 6"FLAT 24• Z y 2' MIN..12AROUNDMAX. FOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE WALL. SLAB COVER OPENING 4"CIA,PRECAST REINFORCED CONCRETE MANHOLE AND BASE,AS PER \I] STANDARD DRAWING NO.02720-4 2-0" .. c PROPERTY - �•{ 5" - LINE OR EASEMENT 4'-D" .',' PRECAST REINFORCED CONCRETE MANHOLE RISER LINE �• AND ECCENTRIC CONE TOP MANUFACTURED IN GREEN STEEL POST ACCORDANCE WITH ASTM DESIGNATION C-478. c BOULEVARD AT END OF SERVICE 4• MANHOLE STEPS VARIES Ai 16"CENTERS STREET SURFACE 5'SIDEWALK GROUND SURFACE GROUT INVERT TO W m O SPRINGLINE OF PIPE _ '�• '�' c '. E GAP BETWEEN _ ` 1 25' PIPG AND CHANNELR THAN Y15 W •c ■ •L I•�VMI6 (TYPICAL EXCEPT IN SPECIAL PRE-CAST TEA CHANNEL *` 9"MIN `: Z N N CIRCUMSTANCES WHERE CITY HAS BOWLINE c APPROVED ALTERNATE LOCATION) a I ..1,.... '�< :•�` �.� �':'�' :i•.R- —_ VARIABLE I?-o}yJ • 4-0" S•s rO F"w m (MIN.) "..,' ONE EXTRA BAR IN BOTTOM F W Lu a a w SHELF-SLOPE 1• '•,•^ (ALL SIDES) 1 m c� u 2"X 2• 3 ¢ CIA NEL TOWARD i,SEE FLEXIBLE GASKETED JOINT(TYPICAL NJN O c WOOD iv u A FOR PRECAST BASES-SEE DETAIL) L.f� W MARKER CHANNEL DETAIL. wo SERVICE LINE.SLOPE= F O Zom PER F00L MIN., O PER FOOT CHANNEL DIA.OF PIPE 24" Z O 45'ELBOW MAX. SEWER MAIN - A PRECAST OR POURED-IN-PLACE BASE. V /4 BARS-1'-0"C-C POURED-IN-PLACE BASE,MINIMUM -_ CONCRETE THICKNESS BELOW PIPE IS 5'-4"DIA. 8 INCHES.PRECAST BASE.MINIMUM O V) IN LINE WYE FITTING FOR PLUG THICKNESS IS 6 INCHES.ALL BASES W (MIN.) REINFORCED AS SHOWN. NEW INSTALLATIONS. FLAT SLAB COVER SADDLE FITTINGS ALLOWED REINFORCEMENT AS PER Ll•( SERVICE INVERT NO FOR EXISRNG INSTALLATIONS STANDARD DRAWING 02720-6 c JLii LOWER THAN SPRING CTY UPON APPROVAL OF RADIUS OF G LINE OF SEWER MAIN pT pRB�OIZEMAN SEWER MANHOLE 36" FOR SEWER FITTINGS. SLOPE ATI- 1t1 T �i PER FOOT O V' CHANNEL TO \P\, COMBINATION MANHOLE AND CURB INLET DETAIL �'`°-' � qn FULL PIPE *� KURT Z W. *- DEP NOTE: STORM DRAIN MANHOLES SHALL i TH OM SONS^ NOT HAVE FORMED CHANNELS AND THE NOT TO SCALE O DIA.OF + LOWEST PIPE INVERT SHALL BE S"HIGHER *CITY OF B@EMAN sTANDAao oRAlxnc No.o2]zo-IB(DEC zaml r` �O 13499PE SPA Y THAN BOTTOM OF MANHOLE. SANITARY SEWER SERVICE LINE DETAIL �f �+���+• 12' BACK of CURB /4gONAL+"t+t\ NOT TO SCALE VARIES SOLID COVER FLOWLINE •CITY OF SO—AN SEAtDAl01 DBAYANG NO,o 0n 2(oEc monJ SECTION A—A ' SIDEWALK BOU5.5LEVARD(TVP.) SANITARY SEWER AND STORM DRAIN MANHOLE DETAIL rn EXPANSION JOINT NOT TO SCALE •DITY OF BDZEMAN STANDARD D-NC N0.02720-3(DEC.20D3) 12. EXPANSION JOINTS NOTE- WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT 10' INLET CASTING THE PAVEMENT SHALL BE UT ALONG A NEAT VERTICAL NEENAH R-3007, LINE A MINIMUM OF 12•(30cm)FROM THE EDGE OF THE TRENCH NORMAL CONCRETE IFCO 515-7.OR OPENING.WHERE NEAT LINE IS LESS THAN S(O.Bm)FROM EDGE r DROP CURET HEAD GUTTER LINE DEETER 2047L,OR OF EXISTING PAVEMENT OR CURB AND UTTER SECTION, (OUTLET CHASE ONLY 0&LI-3519 REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN CONCRETE TRENCH AND EDGE OF PAVEMENT. CHANNEL ui J S6"'SMOOTH ROD -II E F CENTERED IN OPENING IFCD STYLE S(SOLID COVER) Q Q EXISTING STREET SURFACE TRENCH GRATING WITH L2J STYLE B FRAME,D&L VERTICAL TRENCH WALLS WITH FOUNDRY"J SERIES" OC Z Z .p 24"SQUARE I•�12"(30 cm)MIN. SHORING TO CONFORM TO O.S.H.A. WITH SOLID, BOLT DOWN L+-I w FLAT TOP 8" OPENING I REGULATIONS* COVERS,(OR APRROVED UJ Q SUIIGRADE OR GROUND EQUAL) SURFACE PLAN VIEW Z Z Q IFCO STYLE S(SOLID COVER)TRENCH GRATING O Of x WITH STYLE B FRAME,D&L FOUNDRY"J SERIES" (n a- Z : WITH SOLID, BOLT DOWN COVERS,(OR APRROVED EQUAL) — Q 5 ZZ PROVIDE EROSION FLOWUNE Q V)Q Z 36"R.C.P. BACKSLOPE AS SPECIFIED SLOPING,BENCHING OR p°pp"ITjRI ER SAS 2x EXPANSION JOINTS Q a ASTM C-76 TO CONFORM TD O.S.H.A. SUPPORT SYSTEMS IN THIS CLASS 2 INS7DETECTAB�LE REGULATIONS* WAm) AREA TO CONFORM TO —1.5%MIN. I � w� w, O.S.H.A.REULARONS* ................... ... _._..... LEI . .....................E (OP ................ O Ld 8 .....- AS 1,5. I~ 5' &S.(TYP.) 2'--4 4"BASE COURSE w Q O m REQUIRED SIDEWALK BOULEVARD S Z } TYPE„A„ "B"OR.C. Lll O Q LL ,.� SIDEWALK CHASE SIZING �/ x BLOCK OUT FOR TRENCH BACKFl Q INLET PIPE / END COVER CURB&UTTER U EL H 6"(15cm) SDBLLVARD'MDIR h(AJ•1.SX [n1 WM` END CHASE C _ / SIDI o H E A MIN.1-E D.S"'Do. ND R1 rt INLET CHASE O0 Q IFCO STYLE S(SOLID COVER)TRENCH CRATING V) SELECT TYPE I BEDDING ].s WITH STYLE B FRAME,D&L FOUNDRY"J SERI". O ,* MATERIAL PLACED POND 66 ].S 1.2 0. aee AaL` IN 6"(15cm)LAYERS& eou01S 1.D a.]a D.aA WITH SOLID.BOLT DOWN COVERS.(OR APRROVED EQUAL) Q TYPE I PIPE BEDDING * PLACED IN 6"(15Gm)MAX_ .,.>ar> ooeoo SPECIFIED COMPACTED AS LAYERS AND COMPACTED RO°O 000 0 IN SECTION 02221 FLOWUNE Q THOROUGHLY o 0 tr Ooo y1 p Ld DJAI: j 9"SUMP �. O o ......... 0.5f.MIN.— - 8" a °�O eD ............. 4"(10cm) cEo00� ...................................................................... BASE COURSE 2'CURB P 5.5'(TYP.) I &UTTER >g b { TRENCH 1MDTH=0.0.OF PIPE REQUIRED I'S SIDEWALK BOULEVARD "r DRAWING PER SM. CMK y *y' TYPE 2 PIPE BEDDING PLUS 2'(80cm) /. 02528-1 DATE: s .' '• WHERE REGUIRED FOR MIN.TRENCH WIDTH=3.5'(1.1m) OUTLET CHASE DATE: 4/14/os *" 6" UNSTABLE PRECAST BASE ��°F FOUNDATION �� REVISIONS: 4/18/06 + / IFCO STYLE S(SOLID COVER)TRENCH GRATING �.�•� � FRAME,WITH STYLE B WITH SOLD,BOL DOVE TDOWN RSU SERIES" —W+ 2 Jy" (OR APR OVED EQUAL) IKK 44"O.D. SEE D.S.H.A.CONSTRUCTION STANDARDS I APPROUED DY: FOR EXCAVATIONS. _ B 4"SIDEWALK -- 6* W H 6" DIMENSIONS W AND H VARY.SIZE QUALITY ASSURANCE: TYPICAL UTILITY TRENCH DETAILBASED ON 25-YEAR EVENT.BUT NO S TO BE DETERMINED BY ENGINEER EXPANSION JOINT e" NOT TO SCALE _ _ LESS THAN6"AT CURB OPENING. 36" STANDARD STORM DRAIN INLET DETAIL •CITY OF BLUNCS STANDARD SeEarlcAnDNS_STANDARD DRA NG No.D2221-1 BASE COURSE _ _ _ CONCRETE SHALL BE M-40D0. SCALE: SEE SHEET NOT TO SCALE 4"MIN. COVERS MUST BOLT DOWN TO FRAME. FILE;PHASEII&III-DETAILS *CITY OF BOZENAN STANDARD DRAWING NO.02720-1A[DEC-2DD3) CONCRETE STORM DRAINAGE OUTLET AND INLET CHASES o PROJECT NO.:eoz-o5o21.D NOT TO SCALE 3 cirr Of BD—AN STANDARD DRAWND ND.a Zs 14(Dec.2003) SHEET 99 OF 99 s a