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HomeMy WebLinkAboutNelson Property CONSTRUCTION PLANS FOIE XELSON PROPERTY SUBDIVISION BOZEMAN 1VIONTANA RAVALLI STREET 6E _ Q W O W p j W W Q I GOLDEN VALLEY DRIVE 0 VICINITY MAP L_Lj101 --._..._._._. 1 -4 LL L---L ---- - 4 4 INDIX TO DRAWA+CS PACES DFSCRIPT/ON _ 1 - - - - - -COVER SHEET 2 CONTROL PLAN 3- - - - -SITE UTILITY PLAN 4 — — — — —DRALNAGE PLAN - R-4 OFFICE l ii 5-13- - - -HATER PLAN AND PROFILES 14-22- -SANITARY SEWER PLAN AND PROFILES ------ 23-29- - -STORM SEWER PLAN AND PROFILES I 30- - - -TYPICAL STREET SECTIONS 31-39- - -PAVING PLAN AND PROFILES - - 4140- - _STRE" TYPICAL SECTION AND DETAILS - 41R-D1TCH\STRF"REALIGNMENT PLAN AND PROFILE FALLON STREET - - - - - - g PUD PUD PUD O —� O j Z i I o VALLEY COMMONS DRIVE - - - - NELSON PUD PUD PUD PROPERTY 100 0 100 SIX Scale 1" = 100 ft — — - REVISIONS SHEET BY JCL DATE 5111195 DESCR PER OWNERS REQUEST DATE: 4/18/95 DRAWN BY: JLL\JAU\EPV KERIN & CONSULTING ENGINEERS/PLANNERS CONSTRUCTION PLANS FOR ROBERT R. 1 NO. BY JLL DATE-Y/lJ 95 DESCR PER OWNERS REQUEST _ NELSON PROPERTY SUBDIVISION NELSON GTS B 26 96 AS-BUILTS SCALE: �•-��� DESIGNED BY:EPV/JAU CHK BY RTK ASSOCIATES 219 E. BOX 1315 BGSTON, , NTANANA 04715 BOZEMAN, MONTANA SHEETS 41 BY DATE DESCR P.O. BOX 1315 LIVINGSTON, MONTANA 59047 3094 C-S 1116 CORNER SEC77ON 10& 11 INR FOUND BRASS CAP BENCHARROW RUT ON Fw HYB04V7 SCOW R MEN!ANO 1pTCH £LEY=481722 ExW7 PRUREEAlf SIA 0+00 --I 12'UTILITY EASEMENT R-1 EV A"o"1°rz" l9 MC fOWEfR AVf.SIA 0+00 BENCH UAW N 99971.1i 991,5. CHSELEO CROSS EIOlil.fir5 tII75.SH7 I ai JAV ELEV. 4&?BJO URB PROPER n CQRNER I I COMMON OPEN +`e PROPER'CO�R� N BB97B2JO SPACE TRACT 10' UTILITY EASEMENT PROPERTY carN+ER N 99%. f rar4r.l no 10'UTILITY EASEMENT N 99CO NERE 10081. 186 5895210YE 1195.55 I I E 11146.079 80.61 60. 57.00 40.00 40.00 4000 40.00 40.00 4000 b00 b.07 40.00 b00 73.00 1.91r5l 00 40_00 b.qJ 4000 40.00 40.00 40.00 40.017 �0,00 57.00 PROPER'C0M4ER 8 JJg5 sf LOT 8 I-� } LOT „ N .. o „ '� ' ` ` h N 99w.T4S5 -I $� z ry f 107M.5027 8780 56 I I g ffi ^ ^ ~ ' " 8 m 'R ,•� S $ I q H SB9'S1'0£ , �' 8 8 LOT m LOT LOT 8 8 m ^ 8 � 9' 8 04 PROPER /� 330 SF LOT 8 I LOT LOT LOT LOT LOT LOT LOr LOT LOT 64 68 ( 4IA LOT LOT Lot LOT LOT LOT LOT LOT LOT I g 31 PROPER'CORNER E r991 SW 5A 1A 16 2A 28 34 4A 48 •� 5B To 21 28 34 JB 4A 48 54 SB N 9910.1373 E II114.0647 6U 5700 b.OD W.QO b.00 4000 b.OD 40.00 40.00 40,00 40.00 b.00 73.00 16700 4000 40.00 40.00 40.00 40.00 0.00 40.00 40.00 57.00 1l I 10.t9 g g' l+ g 107 8 r40o 6: � A � A ��R/W y� gse9'so•n'F KpJ.se 8 18 18 q 4=10 EC/XW JJ85 SF - - - . .4 - - T - - r - - r MFLRSCCFXTN OR SIA lN5.06 FOWLER AK.SIA H15.61 OR.SIA O+LID - - - .59 ,� ry LtiRNCR S89'S0'41 Ip627$ LAREOO DR.SIA 10+6275 .9J81 I N 9857.6574 LAREDO DRIVE LAREDO DRIVE N 9880.0591 10.13s7 E I01JRM19 S8r50'4 r'E 1002.80 h--21.55 E 11172.878J g 33B5 Sf or g IA ,«50 57.00 40.00 40.00 4000 40.0000 40.00 4000 40.00 40.00 40.00 40.00 7J.00 56 55.00 40.00 b.00 40.00 4000 40.00 40.00 b.OD 4000 s721 i4 W . :W a• a�elar 1408 COT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT 8 LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT I ti I MO 5B 64 6B 7A 7B 64 8B 9A 98 IN LOB I8 6B 6A 5B 54 4B 4A JB 34 2B ^W 2A h gI 8 8 8 8 8 8 8 8 8 8 I n ^ b ^ ='I LOT uiJB g N �iSi N W f� 7%CORNERPROPER 2 _ MO SF Q C I � g m s � i g th N I y _ I O S § = 2. 1 7 8�SF g v � 57.00 b.00 b.00 40.00 M.00 bA0 40.07 40Q7 40.00 40.OI7 b.00 73-01 40.00 40.00 40.00 b.00 40.00 40.00 40.00 b00 57.0 85.00 589'S0'4 Pf 4I0.77 589'S0'<t'f /89.1r S89'50'4/Y 3/608 J I j � 8 LOT J060 SF 8 - - - - - - - - - - - - - - - - - J- LOT N 2.50 4B65.ao COMMON OPEN 2. 0 8I 2B $ $ I f0'BUFFER ZONE 12'URUTY EASEMENT I \\,, SPACE TRACT 10'BUFFER ZONE 712'UTILITY EASEMENT I PROPERTY C04VER 8 LOT J060 Sf I /I -_` PROPERTY CORNEA PROPER'CORNER Ig 4A � / N 97660021 [�IIb765�717B 3+ E 458 7�]0 g0.57 ` .00u 83.P0 ,yam 2 PACPERn CORNER FN 9766�51W I `. f I0824.6388 I m y 1 Ar89'38'4�E cI 3J7J sr LOT e I^ O N 976762B7 f ro63s.92s4 COMMON OPEN 8 LOT $ ~ E 10124.161E f4� 2A : JB 30605FI �I LOT 1 `I SPACEnucr LOT 1 k B5.00 W + ��.' 80' 4,i560 14 6' so LOT 18 I W m PROPERTY CORNER 94737 SF W I 1.000 AC W `I 71867 SF - £ 8 J« ��i s166 Y L07 $ « 8 34 3060 a{..,I N 95J 7.2a5 2,175 AC I i 1.650 AC l�i I O1 PNCPCRry GZq/QR to Lg £IOIJ7T058 I N 86622849 Zi 85.00 I E 99827J57 I .589'50Y1 E R' I Liu 9552 I ^ LOT 1gg0 SF 8I MIERBEcIXM 12' UTILITY EASEMENT 11r I} 1" S895I /E 2B I FALLOV SC STA 3.89.8, T pRY1pERn LEARNER ti 4.- �" J LMIAE fIN.STA 0s00 I 4+ N 9506870/ S89'S1•I E N EI0J71.75W PFi'1P1Riv(;pHNER I N95J6.SBBJ PROPERTY C0P1fIP EN, gI 678I SF LOT 8 N 9536.7013 /i f 108740949 N 1IM4375 S ^ IA - (01 4 SF w I PROPER'CORNER / 106J<.JRcS I E II r364375 95J6.6929 /•i 50 J E 102T7.TOB4 � %.Sr BSOr7 41218 lggJ/ JII.N PROPERTY CORNER f MB9'S I'IJtW 58 9 75 7 752.E 9%TJ a $1 8 R 4+ N 95J7JJE6 8 ` g 8 $ 8 8 g g g $ O f 9981.69,8 0 "� `' ^ " "'6D'R/If- ^ MRIPSECIXM . �589'S7'S?'f - S89' 527E 16.Jl 79JA7 FFALONN SE S7AA11482.82 BEGIN ALGNWN/AID 04TCR s89.5t'48"E t25.53 FALCON STREET + FALLON STREET 5f h N 95a6.J76s EX50W FAUav Sr..STA O. SB9'S7'52'C 7JJ05 ' h h E 11164.2524 N 9507JNT E 9981.4413 AW51' W 150.00 BENCH HOW S8958:34£ 209.84 -167.8E r .84_ 372JJ Q y CWCM US01 FE74uT T �' 0+io= T I- R 465.17 PRO%wrr 002VE1P CLVBCR COMCRFrz T N 9477JMI _1826.23 I 12' U17LITY EASEMENT I' �eI 12' UTILITY EASEMENT I 'I P m�TC fR 12'URLIIY EASEMENT I 3 os. E 9981.1907 L_' PROPERTY cawwP 'l f 10761.7241 Q �' PROPERTY CORNER A N 9476.8516 PROPER'COPPER MIERSECROW I I, ti E 10401.0014 PROPERTY CORNER PRIME AVE.SIA 4.90.55 N 9476.9765 PROPERTY COMER i•OO .� N 9476.6649 E 11134.0525 FALLON Sr.SIA 1+25451 E 10/31.1904 N VISA" ,'I b E 1Oy68.8824g+ x 10106.46 I (IO,Tb.9997 I Q Rt 3 LOT 2 g I 21781 C LOT 1 W I T E r0I06.9507 h t .578 AC m L2u z 59754 SF n I \` 87001 SF I�,1 W LOT ✓ PC 0 SIA 14N.27 /s50 1.372 AC is 1,997 AC N 93639J79 $I ¢� 2 I 47035 SF E 10170.0604 I I p ^ 6 L2J6.38R , 1.080 AC Awlr7r L` 150.764 PROPER'CORNER 1 14o R 50.0011 0.0.U -.•J N 92%.8137 � C054fIp'06'E I O Q R 1 92V710 E I92988IJ7 LC71267N PROPER C0R/4EA 2 PR0°ETtry CORNER PROPERTY 296121 I t'+ ry pp,Tg'!1'50' N 9y242. 61 PROPR'CONKER F r06M..3265 I Q E 0]6 97 E 1T8.6171 LEGEND 1`�' N 9214,24.E9 \ L� E rOr1g.%JB 13g.35 \ - \ 460.79 BIAS K(tARMI'.�NORM W[lRIC7 A CD.S.Ib I509 6gt2' I18.66 9284 36745 7 -FOMV NEW W/rPC 8,111 SB9I870"F g 60495 $ $ 8 27 A 5/8-X74"MIAR WI ALINE.GIP AT W \ � "'60 RIW" - � - w AU PROPERTY CORNERS 8 W1W AT ROW FCY/P75 - �- --� + - MlERsfCIKR Fftil?AYE SM 748523 N89'48'50' 6J-6 LAPAWLE CR.STA 10.17.18 g4 N 12i 1'- ff,Gv-of-WIPE L4ORAOYrS ALOVC US IEOMIr r9! I LARAMIE DRIVE E II,S7.ITSJ ARE Y E110N ALUM CAPS 1� \� 13741 �.66 W48'WE 607.76 _J750 PROPER CORNER - - - - - - 2 N 91%.1680 470.J5 4+ F r0450.26B5 I- R I I H 12'UTILITY EASEMENT I 7+ P7 STA 346065 PROPER'82.2 ER I T N 92126899 N 063687J5 f l N 9181..9 CORNER PNI'l°E,g CORNER h E I0519.5677 E I06'S6.8787 N 9/81.9J59 N 91B'i 7149 LOT 4 I i E 10751,5J8t E 111272272 LOT 5 �I LOT 6 ,. 87650 SF 53274 SF I 7 CURVE TABLE I `R 1,012 AC 1.223 AC n' RI RI 1000 AC w W CEW LENC/N DELTA M M5 I `� u LI 66.87' 2I'I5'44' I IN..00' L2 145.78' 46'24'12' 180.00 ^ J C' 11.QW TTJrJj 17000' R ,1. 'I > I g 9+ F- I PROPERTY CORNER PROPERTY COMER Q N 8961.9121 N 8956.8553 CENTERLINE CURVE TABLE I E 10726.8254 F 10421 N49 U N D' LMr_ cs 2J6B• . I FAN I O ,iTY CORNER 17.1780 SfPROPERTY GNS lED M !X/ 8951.8179 N 8951.1916 PRO£R'CONNER 91r2r 15066' 17' URL/TY EASEMENT F 10656/JJ1 500 E 10750.7BB5 I I N e9u.er74 F II721,7818 29I.39 465.72 LD 2J5.01LD 94.67 371.05 I fa n SB9'0056'E 995.IJ -10 ~ COMMON OPEN SPACE TRACT �- FO d - -- -- 4J194 SF li -�99L`AC- - - - - - - - - 0 M 60 0 60 120 180 - �.� - -716� - m.al 3665 YW LJ76.03 a a3+2o5' MACH MARK O� N8620'48"W .HARTO CROSS IN W o } d OJ42'057 R5660.74 S89'57'0YW !! SCo1e 1 u = 60 r( R5820.74 0.40 10Pb w5l 1C;uRF 766.02 P.O.B. a > - - - U.S. HIGHWA Y 19 HUFFINE LA� - ,, p SE CORNER SEC77ON 10 FOUND ALUM. CAP IN PAVEMENT N'751'4YE 266JJ6 N N REVISIONS 07/25/96 CTS/PDC - CONTROL PLAN R.R. NELSON 2 o.SHEET ND. BY C.T.S. DATE 8-26-96 DESCR AS-80FLTS DATE: DRAWN BY: KERIN & CONSULTING ENGINEERS/SURVEYORS/PLANNERS NELSON PROPERTY BOZEMAN, MT BY DATE DESCR 1' = 60' PDC ASSOCIATES 112 N. BLACK. SUITE K BOZEMAN, MONTANA 59715 BOZEMAN, MONTANA 94-30 SHEETS 41 BY DATE DESCR SCALE: DESIGNED BY: ill 10, UTILITY EASEMENT 10'UTILITY EASEMENT =LF•� ! ! „ I D K R 1.90 ACM CB28 CB-13 MH-A4µ � STMH-2 STMH-16 F'l'-AS SSMH-A2 I - Lz STMH-! r II SSMH- B !4CB-! A 1. IF � 8 !11 lair D Y�i b nr Ors lY a a rs rY M W i4'l ra IIIyyL.,� I10' UT/ TY EASEENT 10' UTIL EASE ENT II Q, } II _10'BUFFER ZONE r �'B(/Ff�R 7aNf v 10, UNITY EASEMENT I 10' UTILITY EASEMENT II 'fr � SIMH-2B BLOCK 7. ACR CB-3z III 2 W II I y I 2 LOT/ 2 LOT 4i I W 3t II OPEN SPA II j LEGEND I I^ PARK N yl II ssuH-Ar- a CB III SS MANHOLE • s SIMH-4 SIMH-5 STMH-6 STMH-8 EX. SS MANHOLE 5!MH-3 19 1F 17"RCP B_5 18 LF 12'RCP EX. SSMH-3 I e - - STORM SEWER MANHOLE 0 -- - - - - - - - - - - MJGATE✓ACNE 14 tssMH-i fi- -lai;rlyd _ - - - - - - � - - � - - 3PoRT FIRE MD. - - SMH-86 _ SSMH-81 - _ �EX 53 WH 2 STMH 7 W FITTING --f CB-9 -g SANITARY SEWER MANHOLE AND LINE TABLE FOR SYSTEM'A'(SERVICE TO TOWNHOUSE L015) CB-10 UTl ITY EASEMENT 47!f 12'RCP III W TEE 55 W 0Y EL Wt 9N Et M RAM f1 LAIC NAr- Aff lfNGM SLOPE 48 LF 1T RC SYA61 r 4Bus! x A 48n.17 y r to n6rr z PIC ,toddy 2r8; 12' UTILITY EASEMENT I7'UTILITY EASEMENT ssW 4edx4s 4aaB.6d 481668 W SSN1 4809.07 4e09.27 481e. CaS 00 " �0 SSWI P� JI4.00' 0.49; III CURB INLET ssw 4e/1p9 481114 482007 ss1X rd SSW 4 PIC tn.00 0.30; LOT/ BLO ( 4 3.I{7 SSWI 70 SSW 5 PIC Jl f.ltl• 0.50; I 35 2 - LOT I LOT r III SSIe/ 481279 N A 4811.73 W / .SSI6NM. 4606.80 4806.95 48rs.lt ssy61 to EX Svr1uMC Plc fftod• 0.4p; g 34 W 33 A7( .-raLn a4ta SSMN- Z' III p 60 0 60 2 STMH-10 ry �` I III SCole 1" = 60 STMH-11 I j SANITARY SEWER MANHOLE AND LINE TABLE FOR SY57EM'B"(SERWC£TO P.U.D.AND NON-TOWNHOUSE LOTS) ISSMW AW H OU7 9N EL M RAM a LANE AN7ERI1! S/IE LtwfH SLOPE J ^I 48I120 IBIJ!5 4825.05 IIr-- 42 LF 12'RCP- 481505 4815..20 4825.54Ex SAM I t0 ssw-Bt PIC flf. ' 0.40; STMH-12 4Bldlp IB1dB5 487d65 Cx SSw J-fX s'SNH-B1 RC O.I.A SIMH-13STMH-4 STMH-15 rCB-!1EX SS161 2 ro SSAW Pk 0.40;481J89 IB/I.01 4825.18 SsM4Bi7l7 Ie1747 4826.J2 'SSW4-B1 TO SSW-82 PIC 21I; __IBId06_ IBI8.21 4817.06 SSIM-82 TO SSW-B! RC 0.601 18Jd&r 4818.95 4827.80 SSW-83r0 SSM-84 PIC 0.60; 18TO.J6 N A 1819.86 S.SW-&ro SSWf-85 PIC 0.50E II 181759 N A 4878.1J 1 7-CX SSIM J Ptc 0.40; \ I - --- 5_3A\Ifl STORM DRAINAGE SYSTEM MANHOLE AND LINE TABLE 0$kr I2'RC MH85 SIRIACMA7E /5'MN El It AW EL RrN EL MET UK ANIENW. 52E LEAGM SLOPE X.s1w 48moo A 48/5.51 A £X$!NN MC-SIW-I J RCTI't 121.00' 1.4$; I srw-1 4811.81 4812.06 48165I A 12'UTILITY�d AfT 2 CT� 12'UTILITY EASEMEN7 Co-' N A 4BIJJ6 NIA IBt6.5J C9-I ro STw-1 3 RCP49.00' 297% 57W-1 48II.d8 48I2 IJ 4816.1J N A S7W-1 ro SrARI-1 !NCP18.07' 0..38; II CB M A 4e1J09 N A 4816.07 �-2 ro Slw-1 !RCPd00' I6.00; W LOT� LOT/ � LOT CB-1B A 481J45 A 18I6,07 C8-28 TO s -2 J RCP12oo' Tax I � 36 37 J8 2 II SON!-20 481197 4814,22 48129J N A 50N1-1 ro S1W-28 !RCP166.pD' 1.309 _ s7w-3 4678.07 4818,J1 4824.27 A SAW-28 70 SrW-J J RCP176.00' 237; CB-J N A 18I476 N A 4BI7.e1 Lg-J ro S7Ylf-1B J MCP40Y 1, II CB-4 A 48T0.I! A 4824.08 CB-4 ro SIMH-J J RCPJ0.00' s.99; 2 E11 S7W-J TO SMW-4 J RCP2 aW 0.15S s7w-4 4626 4M6. 1820.77 4824.M A 57W-5 4518.60 48/de5 4d24.27 A s&w-4 t0 srW-5 J RCP9J00' 015X C8-3 N A 4e10.74 N A 4814.08 C8-5 TO srw-5 J MOP 1 Q00' 1J.25; zz CB-6 N A 4B21.46 A 4.0B CB-6 ro SIW-5 J MET I 1dQ0' 9.37; h I S/MY-6 4818.25 A 4. N A 5081-5 ro SrW-6 J Ral I 99.00' 0.15X +Ell StW-7 4B7A 4al..49 4816.J5 A CS-7 ro 7 JRCP 1 J600' 011; {{ C8-7 ro SrW-7 J MIT I 6.0' 60OX I CB-7 NIA (d2/.40 A .i7 j CB-8 A 492214 NIA .I7 &W-ro Srw-7 J MCP I 28.00' 6.19% s7w-8 4871.64 4821.99 48T6.J6 NIA SIW-7 IO S7W-9 J MCP I 1J00' 6.16X slw-9 4B20.55 4870.B0 A 57W-4 ro 57AW-9 J MCP 1 52do• o r6; 12'UT1LlTY EASEMENT `^ LIB-9 NIA 4d1255 NIA .IJ c9-9 ro Slwf-9 J MOP I 76.00' b.lJ; 12'!/T!(lTY EASEMENT co-to NIA 482255 NIA 4825.20 cs-to to sdM-9 J RCP 12' 210000' 45o; 12' UTILITY EASEMENT S S7W-/0 48TO.B2 leTI.OJ 4B76.I9 Asaw-9toSIW-10 3 MCP I 11207' 0.71; Y SI SrMH-rl 4821.00 482160 4826.7 A MM-10 toSIW-II J RCP I 7JOD' am I SIMH-17 4821.07 N A 4826.94 A SINK-fl ro sd9f-11 J MCP I JO.dO' 0.21; 1- III SIMH-IJ 48T1.71 N A 7. N A SIMH-11 ro SdRf-f3 J NCP 1 7J00' 0.24; SIMH 14 4821,51 487J.51 482851 N A SIW-II to S7W-14 J RCP 1 134.00' 020; slw-15 4=0 4825.86 4m..9 NIA siw-14 toSrw-IS J MCP I JN.00' 0.7J; A CB-11 N 48T5.97 N A 06-I1 TO s"m-15 J RCP If 22..00' 0.41; -IT A 4e26.01 CB-12 t0 50Rf-15 J RCP I J5.00' 037X S -16 481177 48IJ51 481B.t8 A SIWI-7 ro SAef-16 J RCP I 396.00' 0.J6; LB-i! N A 48IJ57 CB-IJ t0 SdN/_16 J RCP I J7.00' 6.67E -14 N. A I815. N A IBIB.JO CB-14 TO 5IW-16 J MCP 1 I 19.00'II7.sdi U.S. HIGHWAY 191 REVISIONS4/21/95 J�L�JAu�EPv \\ NELSON PROPERTY SUBDIVISION ROBERT R. BY JLL DATE 5°�1=1/95 DESCR PER OWNERS REQUEST DATE: DRAWN BY: KERIN & CONSULTING ENGINEERS/PLANNERS Li 3� 3 sHLL, NO. BY JLL DATE817/95 DESCR PER CO.B. REDLINES UTILITY SITE PLAN NELSON I,Y JAU DATE 9 12 95 DESCR PER C.O.B. REDLINES SCALE: 1 =60' DESIGNED BY:EPV�JAU CHK BY RTK ASSOCIATES 21 p.0. BOX E. 01315 LLIVINGSTON N MONTANANA 5904715 1 BOZEMAN, MONTANA 3094 SHEETS CIS 8126196 AS-BUIUS 5B � LOT LOT L [07 LOT - D L ® LOT J01 �� LOT L T 128 LOT LOT LOT LO LOT LOT COT LpT © I1B 131 J3B I4A B - - - -oar or T Lo L Lp cor LOT for L L r 2� 2 2� 2 1 24A 238 234 LOT LOT LOT L LOT LOT LOT I c 21A 208 r9a r5t1 rtTe rBn r7 r or COr \ i0'LANDSW ZONE 28/ PRE 1 !\ \ A BASIN # 3 / l� LO F 9 8.99 \ \ AREy 68872.79 26 ?r C� 2.0 -� ���� ikREA �ASC�=1.58 TIME 0 CONC. = 11.17 OVERLAND TJME 6F CONC. _ a.71 MIN I3 RUN- COEF - 0.69 RUN,- COEF. = 0.67 / �O LAND D13rANC = 229ft --OVERLAND DISTANCE 9ft yf AVERA�E�LOPE = AVERAGE S�PE/ 1.0% / �� LOT32 r C0 i i lF LOT/ ? - ---- --- --- �. W j BASIN # A BASIN # B BASIN # C / �- r ` / AREA SF = 20554.44 AREA SF = 37504.11 AREA BA N 35(SF) = 54020.14 RE F = 47172.95 BASIN # 34 AREA (AC) = 0.47 AREA �AC; = 0.86 AREA (AC) = 1.24 08 AR = 60101.2 OVERLAND TIME OF CONC. = 14.35 min. OVERLAND TIME OF CONC. = 21.70 min. OVERLAND TIME OF CONC. = 24.86 min. RE A = 1. AREA AC = 1.3 BASIN # VE LAN TIME O ONC. 10.17, RUN-OFF COEF. - 0.60 RUN-OFF COEF. - 0.60 RUN-OFF COEF. - 0.60 8 f20:00 UN OF -C9Ef: = 0.68 / OVERLAND OF CONC = 8.9 min r/ s� OVERLAND DISTANCE = 210.00ft OVERLAND DISTANCE = 480.00 ft OVERLAND DISTANCE = 630.00ft /AREA A� .00 V LAND DISTANCE 181ft ---RbN- F COEF. = 0 / OV ND TIME - ONC - 12.44 n AVERAGE SLOPE = 0.75% AVERAGE SLOPE = 0.75% AVERAGE SLOPE = 0.75% a A RAGE SLOPE �VI.0% / OVERLAND DIST = 235f / _ RAGE-StO�E = 1.0% - AREA BASIN SFD 27145.75 AREA BASIN III 84854.46 AREA ASIN SFF 79474.32 / RVERLAND DISF E = 236ft AREA (AC) = 0.62 AREA �AC3 = 1.95 AREA �AC� = 1.82 AVE�A�E PE _ .0% OVERLAND TIME OF CONC. = 17.80 min. OVERLAND TIME OF CONC. = 22.74 min. OVERLAND TIME OF CONC. = 29.68 min / ;. _ RUN-OFF COEF. = 0.60 RUN-OFF COEF. = 0.60 RUN-OFF COEF. = 0.60 OVERLAND DISTANCE = 323.00ft OVERLAND DISTANCE = 527.00ft OVERLAND DISTANCE = 898ft - ; AVERAGE SLOPE = 0.75% AVERAGE SLOPE = 0.75% AVERAGE SLOPE = 0.75% BASIN # G BASIN # H BASIN # J x� AREA (SF) = 21632.15 AREA (SF) = 27878.02 AREA (SF) = 24628.18 AREA AC = 0.50 AREA (AC) = 0.64 AREA (AC) = 0.57 LOT/ OVERLAND TIME OF CONC. = 12.11 min OVERLAND TIME OF CONC. = 13.17 min OVERLAND TIME OF CONC. = 16.77 min L- RUN-OFF COEF. = 0.80 RUN-OFF COEF. = 0.79 RUN-OFF COEF. = 0.80 BASIN # 6 OVERLAND DISTANCE = 415.00ft OVERLAND DISTANCE = 460.00ft OVERLAND DISTANCE = 815.00ft A fSF = 3.15� _i 1, / AVERAGE SLOPE = 0.75% AVERAGE SLOPE = 0.75% AVERAGE SLOPE = 0.75% AREA AC�IM 1 ` BASIN # K BASIN # L BASIN # M LAN CONC. - 1 74 AREA SF 27349.04 AREA SF 25892.39 AREA SF 25178.55 RVERLANCE0.60 33 J�J7j / 1 AREA �AC3 = 0.63 AREA (AC) = 0.59 AREA �AC) = 0.58 AVE pE %/ / \\ BASIN \ LOT( �� OVERLAND TIME OF CONC. = 16.99 min OVERLAND TIME OF CONC. = 11.23 min OVERLAND TIME OF CONC. = 11.12 min / \ RUN-OFF COEF. = 0.79 RUN-OFF COEF. = 0.84 RUN-OFF COEF. = 0.84 T # 37 IN # 8 OVERLAND DISTANCE = 765.00ft OVERLAND DISTANCE = 475.00ft OVERLAND DISTANCE = 466.00ft �-- AR€A 53274.� AREA F = 87120.03 AVERAGE SLOPE = 0.75% AVERAGE SLOPE = 0.75% AVERAGE SLOPE = 0.75% AREA AC 1.2 A A = 2.00 - I OVERLAND TIIyIEE. OCONC. 9.9�0dipir( VER TIME OF NC. i OVERLAND DtSTANC = 137ft/ RUy N DIST _ .75 VERAGE SLOP = 1.0% RLAND DIST = 231 1 AVERAG E = 1.0% / SPACE E REVISIONS SHEET BY JAU DATE 5-12-95 DESCR PER OWNERS REQUEST DATE. 1/12/95 DRAWN BY, JLL DRAINAGE SITE PLAN R.R. NELSON 4 No. KERIN & CONSULTING ENGINEERS/PLANNERS BY CTs DATE 8126196 DESCR As-BUILTS ASSOCIATES NELSON PROPERTY BOZEMAN, MT BY DATE DESCR SCALE 1 =6D' DESIGNED BY. EPV CHK BY RTK 21 P.O. BOX D13r15AL LNINGSTON,NMONTANA A59047 5 BOZEMAN, MONTANA 3094 SHEETS 41 LIJ a = F- Lli o a Li .y�e L3J T- 42V1 J/4'WAG.STA 0.5517 19-L --- --- -- ---- 3/4"WS1C STA 0+54.A3 41'R o ^ ^ ^ 4 ti y W O $�3 O H y h h N o3 J STA 0+30.06 INSTALLED 6"MJ C47E i„ �', y Y 2 Al VALVE W� VALVE BOX AND THRUST BLOCK ROW ROW � ti to - ti R.aW �, ti y � �c.,m � a R.O.W. X _ K EXISTING ED E OF ASPH. EXISTING 7URB LIFE R R R II PRAIRIE AVENUE II I I _- O O O1 ry N (N W tN 4 U U U O O N 0 O, tb O N A Ot Ou O N p A A A ? 21 0 o II'MIN. 0 0 0 0 o o 0 0 0 o 0 0 6" WITR W 3 SAWWAIK S/OEWALK ROW � ROAV. � K $IAEWAIK H�PiI �a ti m p ^ 6.^ Y a g WW Ro.W : Q RON. a a w .. a ROW Rz �� bm 8 q�� y h8km 31v 122Wgt 'V2W Qom+ V1WOcyJt " �QH ti lommm h 00� ti �q2C,^ Cq „qO SCALES: 1" =20' HOR 17I J I Y I 1" =2' VER WATER SERVICE NOTES: 1. WATER SERVICE STATIONS LISTED 4822 PERTAIN TO THE WATER SERVICE CURB STOP AT THE PROPERTY I 4822 LINE (TYPICAL) ------ ---- ---- 2. A MINIMUM OF 18" IS TO BE BURY L N AL E BEx' MAINTAINED BETWEEN THE EL= 46 344 [M EL= 4A 4.16 CONNECTIONS OF THE 3/4" WATER 4820 SERVICE TO THE 6" WATER MAIN. / 4820 SEE DETAIL ON SHEET 40 OF 41. - - 3. 3/4" TAPS ARE TO BE A MINIMUM OF 2' FROM PIPE JOINT IN MAIN. (TYPICAL) / 4818 _ 4818 � r 4816 ay w T R VAL%'T A— px 4816 --- R M EL- 481 29 I MBA , VALV Dx 4814 a1M E'= 461 .5 N'.Il'Y INE - ol - 16.60 i 4814 I E ISTINO (RPDLIZ _m STA 0 00 TO $ A 5+00,34 1.5' N. SEP.,> >* INSTA LED 513, 1 FEET ❑F 4812 6 cL ss SI v IP. �> _ i z <LENG H INCLUDES SLLIPI) �t ¢"� 4812 >` x 5' MIN, ❑ ER a `oU STORM'S ER wum PIPE c ql m m p I S 3 S. Wyk wwjy+o INV,EId483.13 A 4+ .4 4810 4(J10 °� IN TALTED 6'MJ x V,EL=481.6 RLMOV D[%SLIN 6• D '-AI' ANU Ill V� VAL E BOX D u off AND IN TALL 0 6' J GAtE !AL w� iH ST L CK 1.5' MIN SF P, 4 'JAE -_OX A,D TH USl ST 1+4512 71•A=U400 IN FL-48093B INV EL_809,06 ,Out v/ THRUST BIIIE.KS 4808 i VA` a 9+0 4808 - z IA3 717 4806 4806 n Im Ira- -In oOT a� r� Inn car am drn MN �arJ (Do .-aD CON N)0 r� C ODCD Kin o� �_ coo rcD rN 0000 � coo — .--oo dto oat dAn -, � rcD r rl- OCT]D OYO ODD .--0) ND Mr7) *0) d4) (f= UrD 100 r� rM OOcF OC(D OFF ap( O ON � (D N)0 ff-P � 4r Uht r(D ONO 061 � dM (on OOD h d00 r0) � T a rM c)LO In Urn Lan Urn (an Lan (an tan 6n (an (an (D(D (OCD s r001rD rlr rr rr rr rOD r00 rd0 r00 r00 OWO 000) 000)LD DOD OOT OOT OXP O>O) 0 OOO OiD 00 .-0V .--0 Nam! CV7 KM IY'1<t N 0 00 ° �0 01 t00 °�o o 00D � ° J DN 0�04804 ld lt '1 '4� v 4804 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2 -40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 REVISIONS / NELSON PROPERTY PRAIRIE AVENUE 5 S HEET By4 12 95 JLL BY JLL DATE 9/7/95 DEscR PER C.O.B. REDLINES DATE: DRAWN BY: KERIN & CONSULTING ENGINEERS/PLANNERS BY JLL DATEIQ ` 95 DESCR PER C.O.B. REDLINES R.R. NELSON 6" WATER MAIN By C.T.S. pgTE $ 20 96 DESGR AS—BUILTS" SCALE: 1 =20'H 1"=2'V DESIGNED gY:EPV�JLL CHK 8Y RTK ASSOCIATES 21 P.O. BO%01315 LLIVINGSTONNMONTANANA590Q715 BOZEMAN, MONTANA "AS-BUIL75" 3094 SHEETS J/4 .-..Sll 0+2519 I-V R a 1 r0io RANT LEAD P!P STORM SEWER SEPERATION WATION APPROVED fNA DEO. - S E RACH£D DIAGRAM \ LOT LOT LOT a LOT a LOT a LOT a LOT a LOT a To a 1 a LOT LOT 4 LOT a i 6A 68 7A c 7B c 8A _ 8B _ 4 m o� �+ 9A b 98 b� o �Q�� h l0A lOB 11A J/r WSW STA 0.5T.r9 19-� -- I �� ' � * Z I _ 0+80.12 INSTALLED 6'X6'X6'TEE &` & R ` �, 1 It Lr or 6'HYDRANT LEAo PIPE � �* z A *_o y � 1 STD. C.O.B.FIRE HYDRANT ASSEMBLY e ROW a.oR ti y�e3ti ?oZoZ� t t t LL. ti •� h ti h K� ROA ti 0 9+85.11 INSTALLED 6'W GATE I S4DwlK 510EwA(M ! ""IA' W\ VALVE BOX AND THRUST BLOCK 19.(Typ) fw LIO A - - bi J/r WSW.STA I.0919 19'R - I MIN. ! w STA l+04.l2 PRWRIF O O O O N N N N (.i A A 1 - - �- - �- _ -1 - 1 - -+ 4- - - - I - STA D-11,DO LAREDO' N A OI QO O N P OI m O N A OI w O A W po O N A T INSTALLED 6'X6'X6' o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M,l TEE W Ld Z STA 1+45.12 INSTALLED — — — — 6'MJ GATE✓At✓E W1 VALVE BOX AND TNNRgr BLOCK Q SGCWLK StlC19.WY 59, K SYAE7IW.K U Raw. ---- ----- ~ MSVV..SG 1+51.19 19'R ---6 w '�'' Y RAF Q a a a a a Q I N N LOT LOT X LOT 8 LOT h LOTS LOT X LOT X LOT X LOT X LOT X LOT P 27B 27A \ 26B\ 26A ti 258: 25A 24B ` 24A 4 238 L 2JA ` 22B ti Ly N CD O 1 J/r wsc.SrA 1.9J 19 19'R - SCALES: u 1" -2 VER NOTE: SIDEWALKS FOR LAREDO NOT THIS CONTRACT, UNLESS OTHERWISE NOTED AT ArLR Val. I B X 1. WArER SERVICE STATIONS CI TED IM EL 4818,33- ALRY 1INE. E = PERTAIN TOT WATER SERVICE 4818 34 4818 4818 C RB STOP AT THE PROPb tY — — — -- -- ` - — — LINE F( 2. A MINIMUM OF 8" IS TO BE TER 'v A�V BOX L 816,53 i - M. NTAINED BE EN THE ! ELF 481 23 c / - Co NECTIONS THE 3/4- WATER �. 4816 SE NICE TO TH 6- WATER AIN. ~ 4816 --- _41 w I . R - _TAPS ARE TO BE A M IMUM RM W OFgg' FROM FIFE JOINT IN MAIN. A w 48141 IV(tRCAL) 6481526 4814 MTN. R S A�Pl Ekk1.5' IN. BURYDSSINI, -. 4812 12' INV L-481314 U 4812 P P T A o 1 0 $r a $TA Oa11.00 INSTAL 163 fl' - E�l 12' NV. EL=481 F 6' L S '.,I ,..I '4810 1.5' MIN. $ P. ' --- .— — 4810 � N Y Y Wg T ° 4808 4808 f aW _ ry - L1� P I f >13y - x mil f1F C�J mTT � NWVI I Q ^-� 4806 �� 11 4806 ---- - - - - - - 03" p3= a w4 TYPE A B KFILL i N in X 075 STA +0 0 TO TA 14 80.0 4804 �W~' TYPE 1 T CH E CAVA ION 4804 TYPE 1 P PE BEDDING t 4802 4 802 aao ao- L'i'll t - orn cDt -o rcn cw1 OON r-, axe an 0� vin om crr i .-oo rooa,� IX71 or rl a `- D aa� = rnn OxO rn orn .v cornc-Dc-X21;!r2cccao (.66 cci� cci� � corncorn 14-Do � d4i0-4 d� ° ° a0a�rv0 lf0OO dt000 lt000 ltC00 � 0000 °a00�°r d000Da demo- da d� da0�0o- v°rn0v a°0o0o- a00°0o- d00°0o- do0o0o- demo- av v�00o- do- do- d°0u0a °0�° °a�� d°0°D� d� d0070� vo0o°v a°°°°a d°°°°v 4800 -0+80 -0+60 -0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 a ,2 ss AL NELSON PROPERTY LAREDO DRIVE 6 SNO. BY JLL DATE 9/7/95 DESCR PER C.O.B. REDLINES DATE: i DRAWN BY:REVISIONS KERIN & CONSULTING ENGINEERS/PLANNERS "° B. JLL DATE 110/.�5C/9r�5C DESCR PER C.O.B. REDLINES R.R. NELSON 6A WATER MAIN BY C.T.S. DATE 8/V- DESCR AS-BUILTS SCALE =20'H 1'�=2'V DESIGNED BY;EPV�JLL CHK BY RTK ASSOCIATES 21 p_O. BOX 013n15 L LIVINGSTON NMONTANANA 5904715 BOZEMAN, MONTANA AS-BUILT5" 3094 SHEETS 41 YI W W IU 3 OT a _ LOT I�� a _ LOT LOT � � a LOT LOT a cor a Lora Lot a LOT LOT a LA 11B a I 12A 128 o _ 13A 1.3B 14A 14B 15A 15B 16A e e v Z m a a u F `ten F m N d 3 a �.+ 3 ►,+n 7 �" h LL ti I I R.O.W ti Hto�� H R W. O -gvmx SMllWA K I I 9gEWA(K Wxx O SOCWAtK S'IOEWALK 99AEWK CO T9'(rP) L(J AL L(J I I Lr J a. N in (n I N m m rn m 1l'MIN. LL.I v m m c Io �o co (n Of m O N A m O N A O A m � O A m V 0 0 0 0 0 I l o 0 0 0 0 0 0 0 0 0cl 0 0 0 z 0 0 0 LA EDO DRIVE w - — — — — - - — — — — — J SIOfWKK(, Samoa SVEN" 9DWFA(K / . SAEWK .90W(K I I Raw.. x Raw. _- ......._ a ¢ -- U Q m LOT LOT W a LOT LOT LOT h LOTN LOT LOT N t cor y cor cor � 22B 22A ' w 3 21B 21A 20B = 20A: 19B 3 19A 18B 18A 178 ; o a a U O SCALES: w 1" =20 VERB NOTE: SIDEWALKS FOR LAREDO NOT THIS CONTRACT, UNLESS OTHERWISE NOTED STA 4+40 TO S A 0 0 4822 TYP 1 TRENCH E AV 1 N FINISHED CL GRA -_ 4822 . —- -- - TYP A B CKLIL — LL_ WAER VALVE MIX BURY L1 E 4820 RIM EL 4819,83 EL- 48P .14 �` __XIS ING GRADE -- 4820 W 4818 LL i XIS1 NGT11DI LJJ 4818 cD _ W 4816 - 65 MIN. COVE, 4816 W cA7) V 4814 R.`cpi c w ERr STA .BD TO Sr 10,00 ~ 4814 z N. BURY 4 r�:Alit�,to Df 6 CLASS 51 D I P. J 15 MIN SEP. j T(1" _ —` - 4812 = 4812 Q Q \ u cU "> WATE VI N m \ Jam om 1. WA PE TAINETO THEWATERSTATIONS SE VICE 4810 4810 o m a �a i ~w J h a� ._ LIP, (TYPICAL) mJ N 2. A INIMUM OF 1 IS TO BE - j'i'I't -�'" waF�� MAI TAINED BE EN THE J?> \ �✓+.o C NECTIONS THE 3/4" ATER 4808 u vt� � ;o"�0' SE VICE TO THE 6" WATER MAIN. 4808 Z w 14SOLATEI WATER L1N. W\2' xw,4Z 3. 3/ T PS ARE TO BE A MI IMUM �- = X RUDEJ FOAM INSU AIIEN ,o�3v,.-. OF 2' ROM PIP JOINT IN AIN. Y iCL) (T 4806 w �: : 4806 in 000 (c r fl resin ao 0o OOYv 00 o CN �OO � `�a� c D c Vn � aco 101 d)LO (On (o i 0 r_r1 0o ao OOin C`XO Qfl -00 �`bo o r bo �+ao �+no �b1 �kn I`a1 a>n � CIbt d� � c KID r�f� d� a� L D L x c� ( r- ar oar O) . oar oar o� oi . o(o 0 0 oLo oi� Ori Oi� Oi� aim aim at, OT, Oi-I ow oio) Oioi oioi aioi am CYTi cbi Wi c17i cQ7i c�3i c73i Q7i c17i cbi c17i cZ7i '0'. 'xy2 c27i _0 _0 _0 =o _0 _0 _0 -0 -0 ( _ Cw (w (Nr Nr N— CNr (� N— (� (SIN NN (�1N (NN (NN ("LN (NN CAN CNN (�hl (NN N:N (NN N 4804 't � � - � d00°0o- '40t .40 do0°0- do0°0- -J0 d00°0- 4-dd- d00° d00° '4'� a°°°°a d°°° do0o d°t° � � � d.t° d°°°°o- '40 omo"tom a'4° � '4't � � 't.'t � � � � dt� 14° lt° d°t° � d0°o 100--t It.* lq_° v°a* lt-t 14--t ' � � � � 4804 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 REVISIONS4/1z/s5 JLL NELSON PROPERTY LAREDO DRIVE SHEEP JLL 7 31 95 PER C.O.B. REDLINES DATE: DRAWN BY: KERIN & CONSULTING ENGINEERS/PLANNERS » NO BY DATE DESCR R.R. NELSON 6 WATER MAIN BY JLL DATE 9 8 95 DESCR PER C.O.B. REDLINES 4I C.T.S. 8 25 96 AS-BUILTS SCALE 1"=20'H 1"=2'V DESIGNED DY;FPV/JLL CHK BY RTK ASSOCIATES 219 E. MENDENHALL BOZEMAN, MONTANA 59715 BOZEMAN, MONTANA "AS-BUICTS" 3094 SHEETS BY DATE DESCR P.O. BOX 1315 LIVINGSTON, MONTANA 59047 I � I LOT LOT A LOT a a LOT 15 15B 16A 16B N 2b m LL O I sp[>CaK f � W>R W rm4 , W I il'MIN. WATER SERVICE NOTES: _ �o �A �o — _ (O _ o � 0 1. WATER SERVICE STATIONS LISTED S — -N o �o o a O PERTAIN TO THE WATER SERVICE CURB STOP AT THE PROPERTY LLI LINE (TYPICAL) z LAREDO DRIVE 2. A MINIMUM OF 18' IS TO BE MAINTAINED BETWEEN THE CONNECTIONS OF THE 3/4- WATER W W SERVICE TO THE 6" WATER MAIN. U S&-"K - SEE DETAIL ON SHEET 40 OF 41. A I z 3. 3/4- TAPS ARE TO BE A MINIMUM W OF 2 FROM PIPE JOINT IN MAIN. ti r ti > (TYPICAL) R _ Q LOT y LOT LOT LOT W 18B 18A 17B 17A I I OW SCALES: I 1' =20' HOR 1' =2' VIER NOTE: SIDEWALKS FOR LAREDO NOT THIS CONTRACT, UNLESS OTHERWISE NOTED STA 9+20 TO S A 10+ 0 4824 4824 i RIME � Al-v4821 Hllx TYPE 1 PIPE BEDDING ' RIM E�- 482164 '� i 4822 FINIS'ED GRA E, TYPE, A B CKFIL - - - - 4822 0,54667 4820 _ — Lxls ING GRAtL - - - - 4820 4818 4818 _ .5' MIN. CO U"1 LLI I I 4816 4816 Z T I to I 4814 4814 F — _ o STA �00 10 S7 10 123.4Ep ICI INST L 23.48 F ET _ a - Z ❑F 6 CLASS it .LP. a X 4812 4812 N - o E81 4810 u 4808 4808 z 0) d� 40? U31 LCr 4 (aO cP �t r'AO I 0910 ObD OYT Q70 N N� Ml Ml (IN M! N:V hN 00 0000 Doom N:V h1V Ml N.ti MI Ml N:V hN Ml MI hhl (�iV hN N L DODO o000 0000 c m 0000 0000 0000 =0 0000 =O 0D00 0000 0000 a000 0000 a000 =0 omo0 ao 4806 4806 �t air do- vet a� dot air air v�r air d� air air air d�r air do- d� air �r 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 NELSON PROPERTY LAREDO DRIVE O SHEET U NO. BY JLL DATE REVISIONb 31 95 DESCR PER C.O.B. REDLINES DATE: 4/12/95 DRAWN BY: JLL KERIN & CONSULTING ENGINEERS/PLANNERS B. JLL DATE 9 10 95 DESCR PER C.O.B. REDLINES R.R. NELSON 6" WATER MAIN C.T.S. $ 26 96 AS—BUILT$ SCALE: 1'=20'H 1'=TV DESIGNED BY:EPV/JLL CHK BY RTK ASSOCIATES 219 E. MENDENHALL BGSTON. , NTA ANA 04715 BOZEMAN, MONTANA7 45—BUILTS 3094 sHEFis 4I 8Y DATE DESCR P.O. BOX 1315 LIVINGSTON, MONTANA 59047 MATCH LINE SHEET 10 OF 41 co 00 m 6` r b YO Al �'P4<AO i. 1 ° ?0 a oa ST.I e� K7r7g61 •� $ ���1 ,'�11q `�� —E D y��� S 0+<'S\C 1� Row, 5 �R �� Qi 4' �`' ° � � 0�1 FIRE AND WATER SERVICE NOTES: 1. ALL 4" FIRE SERVICES ON LARAMIE ARE TO BE ATTACHED TO THE MAIN WITH 8"X4"X8" TEES AND THRUST ao BLOCKS AND SHALL HAVE 3/4" TAPS * " 2' FROM END OF PIPE. Sam 2. ALL 4" FIRE SERVICES TO BE �" t 32 PLUGGED AND THRUST BLOCKED ` 22'wslc STA 2.60.79 IS•R bR AT THE PROPERTY LINE, AND SIA)RAYM"0 MIER NYN 2aW 59 $lA PRESSURE TESTED PER C.O.B. SCALES: REQUIREMENTS (TYPICAL) 1" =20' HOR 3. ALL 2" SERVICE TAPS ARE TO 1" =2 VER BE A MINIMUM OF 2' FROM PIPE JOINT IN WATER MAIN (TYPICAL). I - - j STA10+00 TO ETAI 5 4Q &URv^LINE 96; 4832 i Y E 1 TRENCH A ION 4832 — WATER VA V _ RIM CL= 4 28,�: TYPE A FI ahra v E BOX BOX k:M :, 482589 i 4830 euav L[N INISNEIo cL Apr -- -- - = 'RIM .1= 4 .5 9 _. _ 4830 R VALVE I❑X _ - 4828 L= 4825-0 E xlSl INu RADF --- Fr 4828 ' � I PIPE CROS ING ' TOR E R STA INV 4-960 12' INV. E =4823.55 PE C O S NG .i -IS' MIN. SEP. +- '- -- — - _ S +17.O��T:J STA ABC --4826 -- - IN 1 LL 73.06 LFF - 4826 PIPECR I 8' A S 5 DIP: STORM SE ER _ l - - crd PIPE CROSSING 2'. INV. L-4821.64 4824 STA-016 .62 L5' IN. SEP. Q .5' MIN. SE I2' 1 V. L=482 .86 v:. 4824 1.5 M C) 0. W'J3p-q -` 4822 z !a Y b w . I. O �� `>> Z W OY Gl C�WN W ��`N W �L.RI'- Ji-l7 -y 48Z2 �I' -Im W..� • W�tZ Q .. �a ut 3 s� xani /Y 4. U W W Q W N zc N m y �.❑ �� QKW ¢: (L1V.v>a�o(Y mJ m v� -(✓i+W - (U� N O N Kam' 4820 a� a , 4820 rovm �y �.W wIn W �P m aZ> moos li z 4818 tim ^= m 4818 z = 4816 x Q w w oD— 4816 ONO O.D .�(> NT d0 cDCV h Y 00� C� C7') .� .J� (DLO Nb d� dM if?!) c0�0 cC1� f�6� OOJ O� OTV O'r) d .-t!) N.O rT Vim d'a0 �f)00 0001 cDQ> (�O 000 6� C OcV .-N (V�) KTt dtf) dtn u7.0 cGf� 0000 1�61 00� 01.- QYV O. n «M dM d*7 IfM U-11) If7Y) ((kt U-)It uw V)q- IL (DO (Co Ulf) (Dlf) (OLD cDcO (D(D cDID COLD (aD c0(D (a- (DI- ka- IV1- IVY f� IVY 14� IVY I� I� M M r00 r00 rm h00 OCOO 0000 0000 OGDO 0000 OQJO 0000 ONO 00D0 0000 0000 OOG7 000) 00(T O)N C" N:V N:V N:V N�1 N:V N:V N;V (lN MI CI[V N:V N.ti cl" N:V N.V N:V Nil (NN Ml N:V N:V N:V N.y N:V N:V Ml N.ti N:V N.V N:V N:V N:V N:V N:V N:V N:V MJ N:V N:V N:V N:V N:V N:V N.V hIV N:V (�hl hN Ml N.ti hAV N 00 0000 ONO 0CD0 0000 0000 ONO = ONO = 0000 ONO ONO ONO ONO 0000 0000 ONO DOJO 0000 0000 ONO ONO 00)0 0070 0000 ONO 0000 OCoO 0000 aOOp 0000 ONO 0000 ONO OCUO 0000 OCW 0000 ONO ONO 0000 ONO 0000 ONO a000 0000 0000 0000 0000 0000 0000 C070 00 4814 It d� d-a dd dd dd dd- aft d� d"t dd- dd• dd av dd *It d v I" dd dd dd dd d� dd do- dd dd dd dot d� dd dd dd dd dd dd dd d� dd dd dd dd d t d� d� do- dd dd dd dd dd d� d� 4814 —0+20 0+00 0+20 0+40 0+60 0+80 1+00 1 -20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 BY JLL DATE 9 7 951 DE R PER C.O.B. REDLINES DATE: DRAWN BY: 9 No. 4/12/95 JLL G ==� NELSON PROPERTY LARAMIE DRIVE s"EEr JLL 10 s 9s PER C.O.B. REDLINES KERIN & CONSULTING ENGINEERS/PLANNERS R.R. NELSON 8" WATER MAIN BY DATE DESCR BY C.T.S. DATE S 26 96 DESCR AS—BUILTS SCALE: 1"=20'H 1"=2'V DESIGNED BY:EPV/JLL CHK BY RTK ASSOCIATES 219 E. MENDENHALL 8GSTON, , NTA ANA 04715 BOZEMAN, MONTANA SHEETS P.O. BOX 1315 LIVINGSTON, MONTANA 59047 i1S 8U1LT5'3094 41 W A gyp{ U L QPa W Q � )U I O I I Wi LOT � w I I R.O.A. ROW RO.w. 0 I I 91PwALK 5"wQK SIDEWALK ' UPC &X " I ~ I AND THRUST BLOCK LARAMIE DRIVE BEFORE UA1N t XTENSIONSURf TEST W I W A to to to linl m m m rn rn -- m O N A m O N A m m O N A m m N A m m O N P m m O N o 0 0 0 101 0 0 0 0 0 0 0 0 /r 0 0 0 0 0 0 0 0 0 0 0 l0 cf) I ,f7�K W -3w1 _Z W = I I SKCIGLK gp(wkX snxwatK I > U R.O.W. Raw STA 9f8J.41 INSTALL 8"X6'X8"Tff AND RO.w ig I 1 FIRE AND WATER SERVICE NOTES: a LOT 11 FEET 7F HrDzwr LEAD PoPf AND sr0. W Q Q STA 5+18.05 INSTALL 6'X6"X8"TEE AND bo� I I 1. ALL 4" FIRE SERVICES ON LARAMIE ` ,38 GO.B.FIRE HYDRANT ASSEMBLY WYTH THRUST BLOCKS�"4� 11 FEET OF 8"HYDRANT LfAD PIPE AND 1§ R n '}S STD. C.O.B. FIRE HrORANT ASSEMBLY mg 9S p� ARE TO BE ATTACHED TO THE MAIN WITH THRUST BLOCKS � m �—! WITH 8"X4"X8" TEES AND THRUST $ ¢ J ice F I 1 BLOCKS AND SHALL HAVE A 3/4" N I h z I TAP 2' FROM END OF PIPE. Y q 2. ALL 4" FIRE SERVICES TO BE z W o 3 �3 ti 14,11 PLUGGED AND THRUST BLOCKED ti wee = f v 1 AT THE PROPERTY LINE, AND o PRESSURE TESTED PER C.O.B. I a ¢ REQUIREMENTS (TYPICAL) SCALES: Ig 3. ALL 2" SERVICE TAPS ARE TO 1 =20' HOR W. BE A MINIMUM OF 2' FROM PIPE I 1"" =2 VER �I JOINT IN WATER MAIN (TYPICAL). - S A 4+ 0 TO TA 1 +2b j T PE 1 RENC EXC VATIO 3� NE fl aa32z9 4832 4832 TYPE A ACKFILL -- wAT1'R v RIM EL.- 8 4830 4830 BURY L I E EL- AI .9G --4828 ---_l 4828 I � � � WATTJ VA VIL ❑ - R[ME = 428.7 ' 4826 s o M s wER PSTORMP oSSING 4826 ... -- 3L' 0 1 A ENT �--- --•----- -- - _ ---- A - T _ +..3,- 8. 12�' tNV. L=4825.92 1 ''IN`/.',EL= 825.98 R.C,P RT w IF 4+g1, S'n 9+8H. 1 i 1. MIN. SEP Y 1I.-48 5.25 NST-, )84: fl6 tik r .ip r'i� 4824 r 4 N 'm 1. 4824 PIPE CRDS ING C" _ m STA=4+96. I - _I 12' INV. E =4823.55 Y — N o vW u m u J 1.5' MIN. SEP. Y N + v Q o 4822 4822 = N m Q o a, 4 "h Lt N 4820 4820 K> 1�71n ------ � � '1 W 2 uL Jp-Iq W � m�Wm� 4818 4818 x law�� Z; a= 5"n.zz To STA 5 L2z - . Z W d�a� ao' Qo3¢N" X R ➢F➢ F AM INSULAco 4816 x z 4816 n din rxo (C,- LcOo r-0, 000 o— OJ Cl" u) .-co N10 Mo �. � J Loco ca- J ano rn cD °wa cat i r-r- aaO drn rno cnoo cr` r� oo D oxO rnn do r r i`> d v+� u D cd� r� oU� a o a r Qv � DO 0000 0000 0000 0000 b000 000) 000) 00m 0-0) 0-0) 0-0) O)m O7 (To OECD 010 010 a)o OXD CIJ O"A- OY7 (00)1000 0J COD CDO cm 0o co 00 co OD 00 OO OO _0 _0 _0 _0 _0 _0 _0 _0 _0 _0 _0 .-0 Nr CVr CVr CV'- CVr C� N N hN CHIN hLV C�[V Ml NN MI MI MI MI c�hl N\I CAM CVh CW) Nh Nn CVh CW) C'° Cal'') CW) WIN J M(V NXV J Il" J J NTK) J r N) r�T�) N7K) KN) i'7K) �'Y�> r�M rrM NTH) J r�7') J Kn J J J NM KM K'N) INN) rr J I'�TK) NTH) M 4814 co a 00 0070• `*0 4� -4o d°O'0a � � ltC -*O 14 0 did lo- dot lt000 0000 lt� a d cF demo- d� ld0000 0-t d4-d a0°o°a did did d t '*- a.tD `t° doto 1.0-OXCI d`tD a0070• do0° do0' � lo-owo 0000 � � doCoO- lt° a0°o lt� lt� lt�t lo'0000 0000 0000 0000 � � � da0'°� d.0- It-It d 0000 t70-t do0'0�r d� d 0000 0°D°� 4814 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 REVISIONSNELSON PROPERTY LARAMIE DRIVE SHEET I O N0. BY JLL DATE9/5/95 DESCR PER C.O.B. REDLINES DATE: 4/12/95 DRAWN BY: JLL KERIN & CONSULTING ENGINEERS/PLANNERS BY JLL DATE IO 5 9S DESCR PER C.O.B. REDLINES R.R. NELSON 8" WATER MAIN C.T.S. 8 26 96 AS—BUILTS SCALE: 1"=20'H 1"=2'V DESIGNED BY:EPV�JLL CHK BY RTK ASSOCIATES 219 E. MENDENHALL BGSTON. , NTA ANA 04715 BOZEMAN, MONTANA AS-BUnrs" 3094 SHEETS 41 BY DATE DESCR P.O. BOX 1315 LIVINGSTON, MONTANA 59047 I a o W - omo SrA 4+55.47 INSTALLED 6'X6"X6'E Q 3/4'WSM:.$u 44JOLM 41'L ! TEE AND 33 FEET OF HYDRANT h LEAD PIPE AND STD. C.O.B. nfif W FIRE HYDRANT LEAD PIPE A•STORM SEWER HYDRANT ASSEMBLY W/THRUST CROSSING SEPER9TION DEVATICW APPROVED BLOCKS I — BY MONTANA ON. - SEE ArIACHED IX4CHAM LOT �" N R.O.W. ROi I .W R.OW LE1r V I'1- _—EXb/NO SIDEWALK S/OEWALK SIDEWALK SdKWXLK „ F-Aftbti STREET 0 0T N N N N N W W W W W A A A L SAWCUT EXISTING4i� C EXISTING 6'STUB =' o 11"X4"G FIFE o o AND CURB CIM1'i� -- 1PPlNG TEf - _ __ ._Me _.... ....__ ..._. _ \ uAf VE _ —Exls c VALVE Box W STA 0492.31(FALCON) z STA 5+01.13 PRAIRIE FXISRAG SIDEWALK —SfiHi Y}F$1fALLB�W — _ —C�Nwao TO EXl$TING X SAOCWK SI 11 Z R.O.W. I SERVICE - ff. R.O.W. TAPPING TE£AND uatvE 1. ALL 4" FIRE SERVICES ON FALLON EXISTING CURB STOP STA 4+60.48 Q USED FOR CONNECTING ARE TO BE ATTACHED TO THE EX. MAIN CONNECT TO EXISTING THE NEW WATER LINE NOTE EXISTING VALVE BOX l2"WATER MAIN. THE LOT j TO THE EXISTING WATER WITH 12"X4"X12" TAPPING TEES AND WAS LOWERED AND BURIED a rAPPING TEE AND VALVE 34 M41N WERE AND VALVES AND THRUST BLOCKS LOT STA O+fl.20 LARAMIE ti w ry USED FOR CONNECTING FURNISHED BY THE AND VALVES AND SHALL HAVE A 3/4" # STA 3+78.81 FALCON 4� s go THE NFO WATER LINE 70 35 CONNECT TO EXIS77Nc o coNrRAcroR AND WERE TAP 2' FROM END OF PIPE 12'WATER MAIN THE x o w THE EXISTING WATER MAIN INSTALLED ON/HE 2. ALL 4" FIRE SERVICES TO BE TAPPING TEE AND VALVE I N- �, SHALL BE FURNISHED BY EXISTING WATER MNN BY g H THE CONTRACTOR AND PLUGGED AND THRUST BLOCKED USED FOR CONNECTING �a, �g IHF CONTRACTOR. THE 2 0� SHALL BE INSTALLED ON Cm OF BOZEMAN AT THE PROPERTY LINE, AND THE NEW WATER LINE TO x THE EXISTING WATER MAIN ` _ g y THE EXIS77NG WATER MAIN LOT 3-A VALLEY UNIT MADE THE ACTUAL TAP AT PRESSURE TESTED PER C.O.B. N om BY THE CONTRACTOR DIE SHALL BE FURNISHED BY ~ (PHASE 1) THE DINNERS EXPENSE. REQUIREMENTS TYPICAL a ry S CITY OF BOZEM4N SHALL THE CONTRACTOR AND c^T o MAKE THE ACTUAL TAP AT 3. ALL 2" SERVICE TAPS ARE TO StWL BE INSTALLED ON n a THE OWNERS EXPENSE. BE A MINIMUM OF 2' FROM PIPE THE EXISTINGCONTRACTOR. �s� o� JOINT IN WATER MAIN (TYPICAL). BY THE COZE94NOR t /T� .//A/ � CITY OF BOZEA4W SHALL L O/ tF MAKE THE ACTUAL TAP AT o 0 SCALES: THE OWNERS EXPENSE =2'VER 35 4828 j j 4828 Z a - w 4826 U W Qua 4826 - - 4824 4824 I LL O 4822 ��� L 4822 S A 4*7.t TB TA 9+57.1, I 1 S1AL 1 0 LE 1 2'EXTRUD D fI R T RM VER z EE E AI ATIB OVER EXISTI G (� 1 WT -M IN 12'IN L�46 Li3 4 1." MIN. S P, 820 W 4820 l2' INV.PfTp--Rt 36,62 IMIN, SEP. -__- ' . 1.S' MIN, SEP. 48181 EX. 12" WATER '_ti1.1— _ U 4818 cl W — — — �. w 2, M P 4816 I „ o I �� a is I sE am � � � I 4816 ID J tL �4J W 8' S NITARX EVE w� Q X 4814 W x > �w N 1PE CR SS N �aIT o w 4814 STA=3+69.1 o Z Z LLJ x Q, � 4812 w 4812 --I'D rn aO a0o0 000) CJ)OT OTO f",) r')d dd dTP lflf) 1fT') cor COOT M OQO a0t0 010 OxD Oc0 On .� .� c�kF LVct Mct rXt rM diV d� T' Ml .--M Qn 00!) aCAn hcD c0� cOaO If170 IfhO d00 dW IfXIO UTLn Ih H7,) H fr) HT�) Md d� dd dot dd dd dd dd *'It Vd dot dd dd dd d*�) d+'') dN) dK) dI") dM dtr) 1(7') Ur) 1(M YEN) 1(7M 1171) U,)ro IfM Iffy) IL'?'7 u-n 11,Y) U-r) 0") 1EN) IEn V-ll) Idr) dih dim) '4� '4' 'q� '4' 4* din 4n d� -q 7 dM d N c-" CIN CAN 0 N cl N 01N ClLV cl" cl" cl" C�CV (V'V (�LV N:V N:V cl" c'" CIN C14V cl" cl" cl" N:N CN" C�LV N:V N:V N:V N:V L�CV clrN N:V cl" cl" hN cl" N:V cl" cl" CV'V CNN C�rA C'LV CV.V C" C" C" C" CAN CAN CAN C�[V 0'" C" N 4810 do0O0o- ao0o0o- dC0o0o- aC0o0d d00o0d do0o0d a00o0d a�0o0 omo d d o dtd dod lltd d�0d do0o0d d00o0d do00°d do0o0a dB0'0- d�0d did aid aid a�0a a40o0d d00J0o- a0°D°d a�°�°d a�°�°o- lt° 0000 d*4 '*0 d�0o0d do0D0d ll0 ll 0 ll0 0000 llv v�d 0000 14-It 0000 a40 v4d d0d d=0d d�0a d007Dd d00J0d d�� � aid d00'0d d0010� d�70d d0O7D� a 4810 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1 -40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 REVISIONS l HY JLL DATES s s5 DESCR PER C.O.B. REDLINES DATE; 4/12/95 DRAWN BY: JLL KERIN & CONSULTING ENGINEERS/PLANNERS NELSON PROPERTY FALLON STREET 11 SNO. 11 NY JLL DATE10 5 95 DESCR PER C.O.B. REDLINES R.R. NELSON EX. I2 WATER MAIN q BY C.T.S. DATE 8 26 96DESCR AS-BUILTS SCALE; 1"=20'H 1"=2'V DESIGNEDBY:EPV/JLL CHK BY RTK ASSOCIATES 21p.O. BOXD3NSALLIVINGSTONNMONTANANA5904715 SHEETS 4/ BOZEMAN, MONTANA AS-BUILIS 3094 FIRE AND WATER SERVICE NOTES: 1, ALL 4" FIRE SERVICES ON FALLON 1 ARE TO BE ATTACHED TO THE EX. MAIN / WITH 12"X4"X12" TAPPING TEES AND VALVES WITH THRUST BLOCKS /4Q AND SHALL HAVE A 3/4" TAP �v4' 2' FROM END OF PIPE. 2. ALL 4" FIRE SERVICES TO BE PTO f PLUGGED AND THRUST BLOCKED AT THE PROPERTY LINE, AND 1"eos��%Al PRESSURE TESTED PER C.O.B. REQUIREMENTS (TYPICAL) LOT a+ro.00/NsraLL , o i STD. C 0.6: FIRf HYDRANT PATHWAY ASSEMBLY w/THRUST BLOCKS 3. ALL 2" SERVICE TAPS ARE TO 32 < LOT AND 39 FEET Of 6 BE A MINIMUM OF 2' FROM PIPE si HYDRANT LEAD PIPE JOINT IN WATER MAIN (TYPICAL). / PRESSURE TEST HYDRANT Ll- O AFTER INSTALLATION R.o.w. Raw. 1r� EXISTNG CURB 0 SIIXW.YK ,FOEWMX SDLWIfX/ StlEWAU( Sa WI(K LLJ w LLI // ET O p 10 !2"X6�X1Y r NC TEE AND ALVE ^' p O1 00 0 "> > m oLr I.� A 0 0 o (n 0 c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 oI o p 111 IS G VALVE BOX / r-1YX4'XIZ' TAPPING TEE AND VALVE LLJ / CONNECT TO EXISTINGEX/SRNG C STUB STA 10+01.95 SIDLwA(K sal wLX / I,-WATER WN. THE S10.wAl.Y SWEWALN U — 12'WATER MAW IRE— / USED FOR CONNECTING LOT /� / £X/SRNG VALVE BOX WAS R.¢w T IVE /! / USED FOR CONNECTING THE NEW WAIFR LINE TD LOWERED AND BURIED Q LOT 34 /\/ THE EXISTINGWATER MAIN LOT THE NEW XNG WATER M41N THE CONTRACTOR arlD THE E WATER 34 1CO\TILLi HALC FURNISHED BY SHALL BE FURNISHED BY BEF NOTE EXISTING SERVICE WAS I SHALL BE INSTALLED ON THE CONTRACTOR AND DISCONNECTED AND PLUGGED NOTE:EXISTING SERVICE WAS / THE EXISTING WATER MAIN SHALL BE INSTALLED ON DISCONNECTED AND PLUGGED Y BY 7HE CONTRACTOR THE THE EXISTING WATER MAIN W 'r CITY OF BOZEMAN SHALL NOTE:EXIS77NG SERVICE WAS BY THE CONTRACTOR. THE U 3 CITY OF BOZEMAN SHALL M4K£THE ACTUAL TAP AT DISCONNECTED AND PL UGCED THE OWNERS EXPENSE. MAKE THE ACTUAL TAP AT t% THE OWNERS EXPENSE. O- SCALES: U r 1" =20' HOR !W l 1" =2' VER 4 _ 4832 832 A BURY LINE _ '. .- I - II+IStiE0 GRA E -. [ F 4830 -- - - - - - 4830 ExISTING RA E 4828 4828 4826 R.,P AQUIVAVE T ST M SEWER STORM SEWER -.-__- P P CR SINGCi? 4826 _ STA 4-5 12 10 STA 5� }.� I EL=482'C C NORM EVER INSTALL' 011 f 2' TR OED - .-_-..._ -_��_ - _ _— 'STA= 9 .76 P P R N EDAM.INS AT O 2' Xl I G 1 INV. EL= 821.94 L1.1 �- _ i2' VTR IN t(, 4R?Llq 1.5' MIN. SE ER T ON 6 1.5' MIN. SE , 15' MIN. SEP. 4824 1J s MIM sEF — — — - (� 4824 6• - Ex 12' Wn1k:R I ItiE — —, _.--_ Ld EX 12 ATER t-It E 4822 — — — — -- — - — -- _ � � � 4822 m z a co z 01 o 4820 JP f 4 Q 0� aD� n o� 7. 4818 � --Sr )13591 TO STA 7 SS. a ` y, 4818 Z =' EX R BED [LAM INSULA ION Ln 4816 w 4816 co doo dao u�oo rr 1c xo cn � O1rn cvn Kw dw � can �a aat axt an u1 -0 r 101 r� d� Fm cco rCOacv Dan oYN Ono rn rn rn rn o00 ono ono Dorn Dorn rrn rrn cDrn corn cno Ino Ino no coo cn0 coo cDr r� rN oa�1 rn F� dM dM dM dM dM a�i d+�i dui dKi airi 1r')c E( Eric Eric (Tic lric 1riC u�c u-ic (Tic CGd- cac cCrcF cocf cari Cori covi cao (= corn cao can I n I n 10 r-o r-o 66 (an ain corn cao (a-) (an (an corn corn corn corn corn (aa corn caa corn co(o co(o (o N 01" hIV N:V NN CIN (IN hIN hIN CNN (NN CNN 01" (1N (\N CIN (lIN CV" (VN (lIN (NN (lIN cl" (NN CNN NN N.N hN (14N (1IN cl" clN (SIN (V.N N.N C�" (NN clrN CTIN (lLN N.N C\LN N.N (I" (RCN CN:N CIN NN NN cl" N:N N:V cl" CN.N CNN N.N (\LV N 4814 d� - d� d� do0o0+ do0�0o- --tD Id-It 0000 OltOlt v�v d 0000 000°� d0°0°� d0°0°� do000� do0C0o- do0O0� d�c a s d OCOO °0°°a a0°D°a dO°O°� do0O0o- d�� d000°o- d0°7°o- d� doOODo- dO0o0o- dG0O0c OCOO d o arc 0000 d a a00J0a do0O0a 0000 d�� da0D0� do0c0� d�� d a d0010� do0J0� doO0O� as d0°0°� d0°'0� d�� d�� 00 4814 5+00 5- 5 -40 5- 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 REVBY JLL DATE s 8 951SIONS -T DESCR PER C.O.B. REDLINES DATE: 4/13/95 DRAWN BY. JLL NELSON PROPERTY FALLON STREET 12 SNo.T BY JLL DATE 10 9 95 DESCR PER C.O.B. REDLINES KERIN & CONSULTING ENGINEERS/PLANNERS } BY C.T.S. DATE ails/9s DESCR AS-BUILTS SCALE: 1"=20'H 1"=2'V DESIGNED BY:LPV/JLL CHK BY RTK ASSOCIATES 219 E. MENDENHALL BOZEMAN, MONTANA 59715 \6, R.R. NELSON EX. 1 S- WATER MAIN P.O. BOX 1 315 LIVINGSTON, MONTANA 59047 BOZEMAN, MONTANA il$-BUILT$`3094 SHEETS 4 FIRE AND WATER SERVICE NOTES: 1. ALL 4" FIRE SERVICES ON FALLON ARE TO BE ATTACHED TO THE EX. MAIN WITH 12"X4"X12" TAPPING TEES AND AND VALVES WITH THRUST BLOCKS AND SHALL HAVE 3/4" TAPS 2' FROM END OF PIPE. 2. ALL 4" FIRE SERVICES TO BE PLUGGED AND THRUST BLOCKED I AT THE PROPERTY LINE, AND a PRESSURE TESTED PER C.O.B. LOTREQUIREMENTS (TYPICAL) ,32 3. ALL 2" SERVICE TAPS ARE TO BE A MINIMUM OF 2' FROM PIPE o I JOINT IN WATER MAIN (TYPICAL). O Row i 4 EXISTING CURB STOP R.O.W I N ofwNK socw" sawaKrcp , L J EXISTNG VALVE BOX L,J FALLON STREET f l _ 0 b o o O o o --} tZ - - T - �-- - , } O N A O� 00 O N A O� w O N p, pp O O O O O O O O O O O O O O LL.I / rAD+o/95 "x T nvc TEF AND VALVE — �sA lS ,9312"..WfR r.,,rxs"x, TAPPING>Er Z = SVEWALK K I W U sDewA X WATER UVN. THE F, R.O N TAPPINGR.O.w I Q USED FOR CONNECTING USED FOR CONNECTING STA II+19.J3 INSTALL z LOT�( THE NEW WATER LINE TO THE NEW WATER LINE TO STD. C.O.B. FIRE HYDRANT W THE EXISTNG WATER M4/N THE EXISTING WATER MAIN ASSEMBLY W/THRUST BLOCKS SN4LL BE FURNISHED BY SH4LL RE FURNISHED BY AND 10 FL ET OF 6" HYDRANT LEAD PIPE I Q THE CONTRACTOR AND THE CONTRACTOR AND PRESSURE TEST HYDRANT w SHALL BE INSTALLED ON SH4LL BE INSTALLED ON AFTER INSTALLATON THE EXISTING WATER M41N THE EXISTING WATER MAIN o 111 BY THE CONTRACTOR. THE BY THE CONTRACTOR. THE LL J CITY OF B02FAMN SH4LL CITY OF BOIEMAN SHALL MAKE THE ACTUAL TAP AT MAKE THE ACTUAL TAP AT � I THE OWNERS EXPENSE THE OWNERS EXPENSE I O LL. SCALES: 1" =20' HOR 1" =2' VER I � j 4828 I _ _ 4828 4826 4826 � I 4824 L 4824 N L. 4822 H-- F;tdl HED GRADE B R INE -.- u 4822 Ld Ln 4820 — HI 4820 Nit, hfoM I 4818 s 4818 4816 P P S ING STORM SEWER 4816 = STA= 92,76 - - - -- 1 INV. EL= 821.94 III 1.5' MIN, SE 15' MIN. SEP. - I� — k ' WA [r' i INE 4814 f X :2" WATER LSNE _ — — __ _ — — _ /1 4814 CD w 01 Un --- - -- J—_ — b 4812 w �T z Y l any j_ _ 4812 00 CrOo aoT aLt�1 rrn rrn coo coo, cco Ino Ino no (co rr rN 00l) ont an co mo r>\ dap no _ ono 0 I) tan Cori Cori Cori Cori CDri CDn �a o co a Coco taco Gala taco Coco cacti Cacti cacti riD ria riD riff rio Q rim �� ' rio 00 N cl" (1LN N:N NN N:V NN CNN CNN NN CNN CNN cl" N.N N.N N.N LNN CNN CNN N:N 0 N N.V CNN cl" CNV N 4810 v0000a ao00°a d°°°°o- d°°°°� d0°0°� d0°o°� do0°0� d0°0°a as d°°°°a d-It llt° r a= 00 4810 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11 -20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 REVISIONS4 , NELSON PROPERTY FALLON STREET SHEET O. By JLL 9 8 95 PER C.O.B. REDLINES DATE: / 3/95 DRAWN BY_ JLL /,3 No. DATE DESCR KERIN & CONSULTING ENGINEERS/PLANNERS aY JLL DATE 10 5 95 DESCR PER C.O.B. REDLINES R.R. NELSON EX. I2"' WATER MAIN 1 BY C.T.S. DATE $ 26 96 DESCR AS-BUILTS SCALE: 1"=20'H 1"=2'V DESIGNED 61':EPV/JLL CHK BY RTK ASSOCIATES 219 E. BOX 1315 BGSTON, , NTANANA 597,5 BOZEMAN, MONTANA SHEETS 41 P.O. BOX 1315 LIVINGSTON, MONTANA 59047 "AS-BUTLTS" ,T094 4 O O j OO c�n ao O O O N O O O O O 4 z z Qo J J O ti o 10f a s►+o VIS OAS ss. o cn ^Q ra'rr+o ris "mS SS,► Q ROW - ROW ti h - ROW U) — SIDEWALK W :' - - -- SIDEWALK SIDEWALK -- TBQ TBC - -- EOP LUP - — — P EOP A. N N N W U IN W JI V J l�G!I I V d A O O O O yO Oy O m O O p = o O O O O O O O O O O R EOP o 3A V 31 - V _ o o �R z z o o U TFOP + + _ Q ROW Q TBC - - o — — - _- TBC I x TBC SIDEWALK : SIDEWALK LLB + SIDEWALK Q^� ? ROW {. ROW �+.. yo n 20 a Lt =a**u It 2= In Q) OQ Om OQ m �I O � OQ O � OQ J og � C'� b ti n SCALES: y20' HOR b39n?11SN0 N�-7 JN' VN47, VER f3unlin 0 SIX F NISHED ClGRAnF LXISTI G GRADE 4820 LTATIO 0+ 0.00 0 STA ION +07.1 O 4a2o t ... _ YPF _ — — TYP "1 " F IPE BE DDIN(3XISTINE GRADE + T "A' ' , FI L 4818 4818 Y NN . - - - -- - 't er - -T - - - ,. Q 4816 P a a 1 4816 8 l P 4814 e`er N 4814 5 W 4812 z ? cf) n 4812 B' SDR' 4810 iLd 4810 4808 1 1 1 0,40. I IE IE 4808 1 1.06 - SPR 3 V <T F' 4806 4806 - - - . - i I �� z � z w � _I -- -- --- - z� _ 4804 - wto IL - w 4804 M M n 0) 00 d If)m M Cr) 0-) O Cl) U) O O N N -t NCO M M 00 r N 00 d co I- 00 o- 't "t 't 00 00 00 � n r M n N M N N 00 0) 00 ) d 0) Lo O r M 00 cD O) C) O N tD N m M K) to cD 00 0) N M cD cD 00 n O M M In to cD 1!) c0 I() tD u7 cD cD c0 10 c0 00 n 00 n 00 00 6 OO O) O 6 O) O O O � O � N N rM M d d d N N N N N N N N N N N N N 00 00 00 00 00 00 00 00 CO of 00 00 00 00 00 00 00 00 00 00 00 00 00 00 a0 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 OJ 00 00 00 00 4802 lt It ' It 10 � It It I a ItIt -It I v a It It I It -*I I It It I It It I It It I It It I It d a It I't It 4802 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 REVISIONS4/12/95 JAU NELSON PROPERTY SANITARY SEWER AA SHEET BY JAU DATE 9-12-95 DESCR PER C.O.B. REDLINES DATE: DRAWN BY: 1`r � KERIN & CONSULTING ENGINEERS/PLANNERS BY JAU DATE 5-10-95 DESCR PER C.D.B. REDLINES 1"=2' V 1"=20' H JAU/CHK BY RTK 219 E. MENDENHALL BOZEMAN, MONTANA 59715 ROBERT R. NELSON PRAIRIE AVE. BY C.T.S. DATE 8/26/96 DESCR AS-BUILTS SCALE: DESIGNED BY: ASSOCIATES P.O. BOX 1315 LIVINGSTON, MONTANA 59047 BOZEMAN, MONTANA AS-BUILTS" 30-94 SHEETS 41 Y ' Y 3 �� �w W m 3 w w w o _o 0 �j N H ON O � Q � O0) OO ma $ Q $ st a \ n ~^ fn SIDEWALK h \ TBC - -- FR _ -E6f� - - -- -- -- c~�i N Y G p w W W W vPRA/RI VE A A - - _ - - _ - - 69 O d N — — O O O O O O O O O O O W J (n EDP 4 — — °0 � m TBC -- -_-- --- � („ _ * + SIDEWALK -� ROW h w Z �Q o , m Q I J �1 Jul J J � i J M SCALES: 1' =2' VERB aKS3J3NA XYlSN0. N 4824 1. 4824 i N o J O H a N <m 4822 ����� { 4822 i -- O �ISHE'A GRADE jEXISTI GRADE ua w 4820 Z S ATION '2+40 00 TOI STATION 4 32.13 4820 - — — -- --- --- - ----- ---- ... TYPE 1 TRENCH EXCAVATION _ — (TYPE '1" PI RE BEDDING 4818 — ~ — TYPE 'A" BACKFILLI4818 � II 4816 4816 Ld J LI) I a N 4814 4814 0 m g 4812 0 4812 a l 3 VC (T P SBR III 0 4810 tAft r - I�--- ---- �4810 I o - - < LJ 0 4808 4808 n 00 1� N 00 � co I- CO V •t CO L—L I� (J1 rn M M 1A LD GO 01 N cG D oU n O M M p 00 pp 7 I� n IA N N f� a0 n a0 00 6 0_D rn m 0i p> O O O O c� fV M M d d N N N N N N N N N N N N N 4806 0�0 °� ono °� °�° °� o't ag ago °� °� m� °� °� °� oho °� °g °�° °� °�° '� 4806 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 REVISIONS a�,z�ss JAU NELSON PROPERTY SANITARY SEWER 15 SHEET By JAU DATE 5-10-95 DESCR PER OWNERS REQUEST DATE: DRAWN BY: KERIN & CONSULTING ENGINEERS/PLANNERS NO. By JAU DATE 8-1-95 DESCR PER C.0.8. REDLINES 1"=2' V 1"=20'H JAU CHK BY RTK 219 E. MENDENHALL BOZEMAN, MONTANA 59715 ROBERT R. NELSON PRAIRIE AVE. A BY CTS DATE 8126196 DESCR AS-BUILTS SCALE: DESIGNED BY: ASSOCIATES P.O. BOX 1315 LIVINGSTON, MONTANA 59047 BOZ -MAN, MONTANA 30-94 SHEETS 4� 5B 3 �I l a I a o p 0 III,OF 8-PI/C I Uj AT A SLOPE LOT 0.40% / / LOT LOT LOT SLOT LOT Ss . STA +5 ,8 0'k I LOT LOT m LOT LOT LOT SLOT L 0 T 6A I 6B 7A " 7B 8A SB ry I � I o 9A 98 BOA I OB 11 A 5A N ti N W v • �f •� O P � �' e V �, ' ---- ----- _ _ I .ROW [� SIDEWALK _ _ SIDEWALK LOT 4"SS SING.. STA +9116 TBC 4B SSMH-A2 STA 0+00.0 0 LAREDO DRIVE - - EOP - STA 14 15.06 - O O RIM = 4816.68 IE IN=4807.54 0 0 0 0 0 0 0 0 0 0 0 0 o a n o 0 o c o 0 IE OUT=480739 i _ P +"ss sue. STA ++.19 - — — — ¢ — r TBC — — — -- — -- TBC= st SIDEWALK o o o. LOT - ---- ROW ' -- �' SIDEWALK a m SSMfA3 ROW 4A - STA 3+17. a a /E IN=4809. 2 `o`' IF OUT=48 9.07 = v h y ti t F iu v�i se i� LOT LOT LOTS o LOT LOT LOT LOT LOT LOT PLOT SLOT SS STA +8.18 27B 27A 26B Q 26A 25B 25A 24B 24A 2JB 23A e 22B LOT Q 'CA2ui 0.VERR JB 3 4820 4820 EXIST NG GRADE FL[IW '_1''IE p Cl- GRI DE a. 4818 4818 - -- via-� PP'P1F-�• bg I . � __' ----_ -- -- — E� f 4816 4816 I 4814 _ 4814 6 4812 e rq=°,°Rro 4812 e�rq o.°��J s> q tt66 �p 0. oz 4810 4810 04 374, S R-3t' i'VC CTY") I 4808 4808 -- --- - — S ATION 0+11.DO TO STATION 4+ 73.54 4806 — TYPE '1" TRENCH XCAV TION — 4806 cD 75 Z — TYPE "I PIPE BEDDING z — TYPE A" B CKFIL cn U 4804 w Ll w Ll 4804 00 It 0) 00 N OT r7 CD d N N I'O N h Lf) O) co 00 I- rM 00 Co 0) O 't d N m rrl 0) I•') Ln cO Ln r Ln 00 't 0) O (D O M 0) a-) r 00 00 to 0) to O 0) 't (V r) r7 d "t -ItLn r7 CO N 00 N 0) O O N O r7 N ;I- O If7 Do CO Co t\ d 00 1D cD � cD LD 6co co n co 6 cD to 6 Lo r iO r I` t\ 00 I` . n 00 I� 00 h 00 I- 00 h 00 1b o0 00 00 00 00 o0 o0 00 00 oo t\ 00 n 00 n 00 4802 0 'w a a a 4802 —0+80 —0+40 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 REVISIONS A�,z�9s JAU NELSON PROPERTY SANITARY SEWER 16 $No. BY JAU DATE 9-11-95 DESCR PER C.O,B. REDLINES DATE: DRAWN BY: KERIN & CONSULTING ENGINEERS/PLANNERS BY JAU DATE 10-5-95 DESCR PER C.O.B. REDLINES ROBERT R. NELSON LAREDO DRIVE - C.T.S. 8! 96 AS-BUILI$ SCALE: 1 -2 V i =20' H DESIGNED BY: JAU�CHK BY RTK ASSOCIATES 219 E. MENDENHALL BGSTON, , NTANANA 59715 BOZEMAN, MONTANA AS-BUILTS"' 30-94 SHEETS 41 BY DATE DESCR P.O. BOX 1315 LIVING$TON, MONTANA 59047 I I O LOT LOT LOT LOT LOT h LOT LOT LOT LOT LOT + LOT 12A 12B 13A 13B 14A 14B 15A 15B 16A 168 ) Z h a Z J < <STA 6 96 24 M Q < M Q Q "RIM = 4820.07 ~ f O 481109 ^ n F- UT >n ta >� t r v I•- SIDEWALK SIDEWALK EOP LAR DO DR VE EOP M� W 1 V V 0 O O D O J J m W A 0 Dl p p 9 D 0 O O O W 6. 2 O O O 0 OO ON OA 0 8 OO ON OA OOI 00 0 OO � OO QN OA OO 0 00 A O N of EOP O — IL TBC Tac - (y1 SIDEWALK sk SIDEWALK Z ►e ROW Nv : N N ,� ' +e N f -- ROW Nv ' SSMH-A5 J h o o h 'o o STA 10+10.42 MY= 4821.79 _ „+� 'rb �o u n n n ,q m m a a a I£OUT=4812.7 H oW y H h ow H h QL 0 T LOT Q ¢22A 21 B = LOT LOT = LOT LOT LOT Q : LOT : LOT : LOT : LOT 19A 18B 18A 17B 17A 21 A 20B 20A 19B II SCALES: 1 1' =20' HOR i" =2' VER FINI HED CL GRADE won EXIST IN GRADETO aom 4822 4822 10 FINISHED CL GRADE — omo O EXISTING GRAD _ - 4820 — 4820 r — Z 4818 - -- 4818 4816 }" ATION 5400100 TO STATI N 9+71.41 4816 - T E 1 ' TRENCH XCAV TION - - TY 'E '1" PI E BEDDING 4814 w - TYPE 'A" BACKFILL 4814 � z 36' EQL I A NI R P EL= 1 .1 m 4812 — - N 4812 lL - 9 snR-3 PVC , 310.18ft 1 e W 0 0% g 4810 J — _ -°° — 0 4810 0 Q 4808 - 4808 LAJ - N (9 NI 0 4806 w w � 4806 1 00 O O r) N A � O Oo rn 1i 'n r1A Ln to U-) 1� In 00 Ln Of �o O CO N OR N -- 00 --„ M D3 d CO 1n rn t0 O) In T 00 rn O) O p v t M r. rn cv t0 d n n 0p a0 p o r` ap r Oi o Oi 0i 1� Of r Oi 1� Oi r 0; Co Oi of Oi of 0; m O of O o O o O of O rn O Di O of O �i O O O O o O 6 00 00 00 00 OO 00 cc 00 00 00 00 00 00 00 OO al 00 0p 00 00 c0 OD 00 00 00 00 0p a0 a0 a) 0p 00 00 00 00 00 00 00 00 00 00 00 00 00 4804 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 REVISIONS NELSON PROPERTY SANITARY SEWER gy JAU DATE 5-10-95 DESCR PER OWNERS REQUEST DATE: 4/12/95 DRAWN BY: Jp'G KERIN & CONSULTING ENGINEERS/PLANNERS BY JAU DATE $-1-95 DESCR PER C.O.B. REDLINES ROBERT R. NELSON LAREDO DRIVE i"=2� V 1"=20' H JAU/CHK BY RTK ASSOCIATES 21 E BOX D1 NH LLIVIBOZEM,N, MONTANA5959715 BOZEMAN, MONTANA 30-94 SHEETS ¢ BV JAU DATE 9-t1-95 DESCR PER C.O.B. REDLINES SCALE: DESIGNED BY: CTS 8126196 AS-GUILTS 0 m Q � w w � Q 4 55 Sr 3+88.90 30' /L 0 T N Q 4"SS SIC. SrA L w0 30A V) O L 0/ 4 hV. ST +22.91 302 T o SSMH-A1 00 IT- RIM = 4822. L o l 1A STA 4+4822.13 L O T /E OUT=4814.23 JOBLo fXIS7lNC 4" SS SERVICES EXISTING SS Z 137'OF EX. 8" PVC 6" SANITARY SEWER STUBBED 30' TO 255' OF EX. 6"PVC F EXISTING 4"SS SERVICE AT A SLOP£OF 0.40X PROPERTY LINE FOR APARTMENT COMPLEX AT A SLOP£OF 0.40X 0yy - AT STATION 3+89.81 /E=4814.16 EXISTING 4"SS SERVICE F- — SIDEWALK V) A � -- � � _ _— — — — — — -- SIDEWALK TBC QEOP - EOP °'� FALLON STREET �,.� � N N N N N W W W W W A A— A A L N � N W A o 0 0 0 o f o 0 0 0 0 o 0 0 0 0 0 o FLLON �STRtET o o o W J2 V)EOP H 2 96'OF EX ff PVC — — — — TBC � AT A SLOPE OF 0.40X EDGE OF EXISTING ASPHALT TBC O LL- SIDEWALK Y SIDEWALK ROW EX. SSMH-1 Q a SET SSMH-Bl OVER EXISTING 8' ROW W STA 2+49.24 SSMH-Bl �, �, 3 Z EXISTING 8' STUB TO PROPERTY LINE R1M = 4825.05 STA 3+89.81 �!o o I w SANITARY SEWER AND POUR MANHOLE J LE IN=4813.35 STA 0+00.00 6 s5 SIC. Su +4.73 h w g BASE IN PLACE. L 0 # I"USTM4N RINC E13.20 MO r=81�9 Q1--lz SIC.sTa 0+44.73 JO'c L O T SCALES: L — — J 35 34 1" =20' HOR N 'I 1" =2' VER I,1' 4 F� ?pw�z FINIS ED EL FJR DE mm 4826 4826 ti -- laoo Fl. W LINE O 4824 - — - --- -- GO 4824 — --- ... Lo J �Q' Z 4 4822 /��Q�Oh� 4822 WNN VPPP - F- it q S01 I— Q G 11T�II;; V) 4820 arT W sgaro ~ 4820 - -- --- ._- �Caq`SxO� 0) S�� y2 a 0 yg795 S 4818 s . >Z Ij 4818 a =3u ---- In N E ISTIN 8" SANITARY SEWER NNE 4816 P�",�o v>a 4816 s LL. — — — — — — — — W — Z _ 25 .31ft - EX STING 8 P C J 4814 —I3 57ft - EXISTING 8' P C - a4 fi u a U _ OM w� 0 4812 r ^y9ft - EXISTING 8' PVC Q „ g 4812 Ld oe e Z a z z �,'; M 4810 > L' u- 4810 o N o o o 03 o : a rn 0, o O N N M � In I-) co rn � Lo OD co 0) co o � Ln N a n M N M 7 C4 Lq o> ,n OR co (c oo IA CC) � to r IA n 4 rn o Ki d a d 4. a .t a a �i 4 �i 4 4 Ki uS ,h Sri �i r1'i mi Ki vi 1) ui Mi N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N C4 N N N N N N N N (N N 4808 °'o °� °�o ono Itt c °� 0 ag � � � � � � aoto � - °� � � 10 ag ago °� 01) 00 03 °� 00 � 1 °� 00 � - oT ago °g � � CO � � � � °g � °� � � � � � � � °g 4808 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 REVISIONS NELSON PROPERTY SANITARY SEWER SHEET By JAU DATE 8-2-95 4/12/95 JAU 18 NO. DESCR PER C.O.B. REDLINES DATE: DRAWN �': KERIN & CONSULTING ENGINEERS/PLANNERS By JAU DATE 9-12-95 DESCR PER C.O.B. REDLINESE� ROBERT R. NELSON FALLON STREET BY JAU DATE 10-5-95 DESCR PER C.O.B. REDLINES SCALE. 1"=2' V 1'=20' H DESIGNED BY: JAU/CHK BY RTK ASSOCIATES 219 1 p,0. BOX E. D1315ALLIVINGSTONNMONTANANA5904715 BOZEMAN, MONTANA 30-94 SHEETS 41 CTS 8126196 AS-BUILTS O LOT # c0 o LOT l OPEN SPACEI 1 J2 + 3 + EXISTING SS + Lo PA RK TRA C T e 375'OF EX. 8' PVC EXISTING 4"SS SERVICE £X. SSMH-3 L 0 T o AT A SCOPE OF 0.40.Y STA 10+28.56 z RIM= 4826.65 O EXISTING 4"SS SERVICES ' lE IN=4816.85 32 0 EXISTING 4' SS SERVICE IE OUT=4816.70REMOVE 0.62'OF F- . — . . _ . . — . . R _ b ADUSTMENT RINGS _ SIDEWALK (r7 _ _ - _ - - _ SIDEWALK l'- I TBC iii - — — — — — TBC _ F- --- ... 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SSMH-2 EXISTING 8" TUB TO PROPERTY LINE , OW W �) STA 6+49.12 171'OF 8"PVC W Z LOT T # £1 OUT=4 B 5 OS _ AT A SLOPE OF 0.43% Z_ J REMOVE 0.45 OF L O T # J 34 ADJUSTMENT RINGS OPEN SP CE 3 3 L O T EASEM N 33 SCALES: 1' =20 HOR 1" =2' VER oZ W OD"°� OD.00v FINISHED CL GRAEE � 4828 a_. �arovf?ai FI4NISHE CL GRADE { Ia Yn° 4828 FLOWINE O LINE eXf O 0�w FL W O O > 4826 + 4826+ -.... -... -- viwtto� -- / -- — -- — - Z Z 4824 -- - f - - - 0 4824 < V) 4822 Q - sl s F4 Q 4822 pasaa CPA O 4e22.e0 N' EXISTING 8" SANITARY SEWER F F- 4820 Li ° 's LcJ 4820 w ui - a U) c/) 4818 esTq agieR 4818 P 0.43% _ O _ LI_ z 0.4 %— — — — — — — — — — — _ — — — — 4816 �^ 170.77;ft - EXISTIN 8' Pv�_ Z - ----- 4816 - - - - - - - - - -tt- _ - — -- - , �.a4 - EX TING 8' P C U Sao = c a - — — — — — -- — v C> w F-- F- 4814 4814 0to < W ro F 2 i Z LJ i 0 4812 W.� ww z - - 4812 r cD zz 117 M- w - rnL -N - --- U) - 01 rn O N w 0 cD R a0 O n N rn M t n pt cc O O C11 rn o0 rn n rn O O O O O co O c0 n M 01 n D th 00 O to 0 7 n to d 190 Q- iA "t 0 v ICI ' tD 't tD <t to Li tD co tD Lo 0 Sri f` � f� uiIri cD � tD Lci cD Lo 0 LD 0 Lo tD LO cD cci tD Lfl tD Lfl ri Lo f` (6 � r t`N N N N N N N N N 04 N N N N N N N N N " N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N cv N 4810 0�0 °� ago °� oho a0 ado °g v 00 ago °� oho °� p a 00 °�° 00 DO °� °�° °� 't d ado ado °� ado ago 4810 6+00 6+40 6+80 7+20 7+60 8+00 8+41 81-80 9+20 9+60 10+00 10+40 10+80 11+20 REVISIONS 19 SHEET BY JAU DATE 8-2-95 DESCR PER C.0.8. REDLINES DATE: 4/13/95 pRyWN BY: JAU KERIN & CONSULTING ENGINEERS/PLANNERS NELSON PROPERTY EX. SANITARY SEWER BY JAU DATE 9-11-95 DESCR PER C.O.B. REDLINES 1"=2' V 1"=20' H JAU/CHK BY RTK ASSOCIATES 219 E. MENDENHALL 602EMAN, MONTANA 59715 ROBERT R. NELSON FALLON STREET A BY JAU DATE 10-5-95 DESCR PER C.O.B. REDLINES SCALE: DESIGNED BY: P.O. BOX 1315 LIVINGSTON, MONTANA 59047 BOZEMAN, MONTANA 30-94 SHEETS 41 CTS 8126196 AS-BUILTS I I 3 O �0 w w I I o I it I � I � : 4" SS SERNCE £X SSMH-3 L O/T ± I Q I STA 10+28.56 IR£IN=IM=4816.85 4816.65 77 + I �J2 Z I I I IE OUT=4816.70 O REMOVE 0.62'OF ADUSTMENT RINCS SOW Il J I I SIDFWALK TBz ................. . EOP FALLON< TREET i 0 0 0 0 0' o o— — EXISTING SSMH-B6 STA 12+03.J3 = I RIM = 4828.13 EOP I IE OUT=481759 TBC SIDEWALK O \ ROW I AT A SLOPE OF 0.43x Z J LOT # � 3 Q J :a SCALES: 3� O 3 mi, 1" =20' HOR �G 1" =2' VER Vl EXISTIN, GRADF z ^oo FINISHET CL GRA h 4 W 828 4828 airf .z in I�w Iwz ' 4826 — — + T7T 0 4826 - - --- ... Z m j 4824 10 Gw j ! 4824 I 4822 I I 4822 - 9•yRh 4820 - E ISTIN 8" S NITA Y S.EIAER w 4820 N Q 4818 o.aaz — — — 4818 w UT 170.77ft E;XISTIN 8' PV 4816 — -} �I J 4816 o �I'I 4814 I �� ?? 4814 W z.�• 0 4812 j w � w 4812 n 3 O cp o co h rn u M oo 00 ao O o LIDt0 C6 <0 (0 t0 QD c0 (D n L6 p, cO n r- n r rh ui 00 cv N cN N c14 N c14 N c14 N cN N cal N cli N cv N cN N 00 OD 00 00 00 00 OD 00 03 00 e0 00 OD a0 00 4810 4810 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 REVISIONS 4/13/9s JAU NELSON PROPERTY EX. SANITARY SEWER 20 SNOB BY JAU DATE 5-10-95 DESCR PER OWNERS REQUEST DATE: DRAWN BY: KERIN & CONSULTING ENGINEERS/PLANNERS BY JAU DATE 8-2-95 DESCR PER C.O.B. REDLINES ROBERT R. NELSON FALCON STREET BY JAU DATE 9-11-95 DESCR PER C-O.B. REDLINES SCALE: 1"=2 V 1"=20' H DESIGNED BY: JAU/CHK BY RTK ASSOCIATES 219 E. MENDENHALL BOZEMAN, MONTANA 59715 SHEETS 41 P.O. BOX 1315 LIVINGSTON, MONTANA 59047 BOZEMAN, MONTANA •0-94 CTS 8 26 96 AS-BUILTS I� 4? 4`� Q3 00 P 60 so O O h Q4 5y Ao 0^y0��1 17 ,S p� 4 i O Z�ias � 00 v C o o `'`' 00 Q SCALES: v 55 +11.44 •� Q /�,rJ 1" =20' HOR a ) \ VER A v F'INISHE CL GRA E v� ern Rjo EXIS ING (GRAD �i mw - - - F OW LINEDl - - 4828 J ti o Hew — 4828 EXV TING GRA E _ ow — m u w N, FINISHED CL GRADE 0 4826 = m FLOW LINE _ 4826 N W Z 4824 °F F 4824 - - - - -- �= oco N 4822 4P�e Q 1 4822 �O a2 I 04 4820 2� � 0m �s�a°2 �I 4820 aJ 1P ya0 0.60% _ a 4818 J 6. ft - a' suR-a Pvc (TYP) �� 4818 �<\` r�9 y �lO,p 98.96ft - 8" SDR-35 PVC <TYP.) ---.co W my l a 6 m a Z of 4816 v 9�FR 2 z J W 4816 W a 8' SS STUBBED OA2% 155.5 ft' 8 S W MAIN FOR HART- 4814 NET CQN EX STATION -0+ 0.00 0 STATION +40.0 4814 0 L — TYPE 1 TR NCH XCAV TION .D e - IE-4814.1E SDR-35 PVC fBTYPJ IL IN=481 .04 W ', - -- - ._ W rn IE ❑UT=48 3.89 TYPE I" PI EI BEDDING �. 4812 w �' — TYPE A B GKFIL X 4812 NOD OCT 3 v � n M D n t0 CN h C �) O Cb M n r- r- o Of CN O CD 0) n d o60 t0 0) o O) O N 7 M Cf) o I-i In Iri IA n In Hi In to 0 In tC Iri Q In to CO <G to cG CO cC I\ ri r-� n I- r, DO r- CO 00 DO OD DO 00 00 00 N N CN N Cv N N N N N N N N N N N N N N N C14 N cli N N N N N CN N Cv N C14 N CN N N N N N N N N N 0� N CN N 4810 0'0 °� aa° °�° °g ag °� °� °� °� °� °g °g °�° 4810 -0+80 -0+40 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 REVISIONS NELSON PROPERTY SANITARY SEWER SHEET BY JAU DATE 5-10-95 DESCR PER OWNERS REQUEST DATE: 4/13/95 DRAWN BY: JAU KERIN & CONSULTING ENGINEERS/PLANNERS 21 NO. BY JAU DATE 8-2-95 DESCR PER C.O.B. REDLINES ROBERT R. NELSON LARAMIE DRIVE BY JAU DATE 9-11-95 DESCR PER C.O.B. REDLINES SCALE: 1"=2' V 1•'=20' H DESIGNED BY: JAU/CHK BY RTK ASSOCIATES 219 E. MENDENHALL BGSTON, , NTANANA 59715 P.O. BOX 1315 LIVINGSTON, MONTANA 59047 BOZEMAN, MONTANA 30-94 SHEETS 41 Crs 8126196 As-BOILTS I I OP PACE 45 LOT # EA ENT LOT j ?706 99'OF 8' PVC I =' ..21 AT A SLOPE OF 0.605 34 j 818.06 e 33 O STA.1+65.5J h RIM = 482780 IE IN=4818.95 f OUT=4818.80 -ROW SIDEWALK SIDEWALK I 1 SIDEWALK TBC - ---- EOP EOP topN EO A —E —D F- l/1 LAnll —O O --T — — ---- -- C6 _—__B--OO O O O O O O Ow O O 0 O O O TBC TBC O SIDEWALK SIDEWALK � ROW SSMH-85 ROW 6+4Z 28 RIM 829.86 ATA SLOPE Of O.SOX 1E OUT=4820.36J T LOT _— O O LOTrl P f 37 0 E SPACEI 38 SCALES: EA MENT HOR 1" =2' VER FINIS DI CIL G _ EXLTIN'G'GRADE �L ow LI 4832 F48 o —� 4 sau 0 o �— 83 4830 N) o EINISHE CL GRA Z "m00 Ft DW LINE — ---- 4828 I 4828 _ - ---- I I I I I II II I 4826 4826 Q N ST Q NT RCFA STA= �79,97 STATION3+4 ,00 T—) STATION 6+53.5 4824 ' 79A7 _ ~ a&¢a 4824 w=_g' - YPE 1' T ENC H E'I X' �GA AI TIOI I N w MTYPE "I PPE IB DDI I _ z 48282YpE „A„ ACKEI LT LL- of4822 QZ 4820 9 4820 w C YPJ 284,5 t 35P U 481 4818 4 co W Z o x I 1 1 _ w l 4816 r a 4816 ww w 6) N fill C-) CIO, " h � � cOMD 0) uOLc)cD M [O W co O ) In CD O L a) tD tM� OM 1ag7 MOM MN) OM•� M°g 00 (D C6 00 0D 0 06 0 m OD Cr) 0) O) Of 1 1 a0 1� a0 O o0 0 a0 00 N N N N N N N N N °N cOM0 (17O 4814N °° °° °�� 0000 � 00 4814 4+80 5+20 5+60 6+00 6+40 SHEET 3+60 4+00 4+40 NELSON PROPERTY SANITARY SEWER 22 REVISIONS 4/13/95 JAU No. BY JAL DATE 5-10-95 DESCR PER OWNERS REQUEST DATE: DRAWN BY: KERIN & CONSULTING ENGINEERS/PLANNERS ROBERT R. NELSON LARAM0— DRIVE 41 BY JAL DATE B-2-95 DESCR PER C.C.B. REDLINES 1"=2' V 1"=20' H JAU/CHK BY RTK ASSOCIATES 219 E. MENDENHALL BOZEMAN, MONTANA 59715 BOZEMAN, MONTANA ,so-94 SHEETS By JAU DATE 9-11-95 DESCR PER C.0.8. REDLINES SCALE: DESIGNED BY: P.O. BOX 1315 LIVINGSTON, MONTANA 59047 CTS 8126196 AS-BURTS 2 b o p N H O o hb � C; ~ � O � mall "� W =284 ��,0 � OoG N g JN II 00> O � 00 00 a J moa�W�o n apJ N J Zy� OWN J �1 J N J J � rn 0 It W 4n i'S ROW W 'y SIDEWALK SIDEWALK SIDEWALK �Q TBQ _—�- TBC — EOP EOP N _ _ --- EOP '-'/7/� Nam///JH�`+-/'�F— /'a O O O O - N N W N t.+ J. c.+ A II 0WN A m Ca O _ W O A T A I I p� - — p� (n O O O O O -, [� O S O O O O O O o o W N v ' PRAIRIE AVE. EOP F-op TBC - - - - TBC TBC SIDEWALK SIDEWALK w SIDEWALK ROW ak i og%�04?"? Cask o ROW ROW 401 ���bh^ a✓•t J NO�No^iv U� h " NIT OphCSh ++uo�-OW ii N U •� UO�pgO hO In, OV V lv ,w l +a��� �. tiN�F vl��f hN aoN^ lu l�qqO� Q 11 U II ll�� Iry II � Q�pp pppp �OII II�I O� �H�WW3 O ~U1�41� Lt0 � � II II II� 40 v1�7 •F P'f Iti W O O 01,I fhW�� OVq+ Q cn��141 O� ti� 1 II 11 Qc ^O O m b� O Q O M N�gO O �J �� ,IY�) J ��LI J SCALES: S393N NO JnYJSNO N 1" =20' HOR 3n N 7VHdSV 41 1f31117an 9 J S!X 1" =2' VIER ua TATIp 0+ 0.00 0 STATION +07.1 i ' C, IT 4822 4822 " F WISHED C GRADE' TY "1" �FIPEE DDIN + ROW LINE ua w CV EXISTI G GRADE i 482o TYPE .,A„ ACK�I L s�� — Nam^ +Wv g°� 4820 Z. - - - - 0 fay aJ ul EXISTING GRAD - E_ lvlw ofo o`g.ti Q _r ��w H — s°` �o° 4818 4818 -�'W N, a< �a�Z 233"wl ,1GQ-1tib rev +-' L W LIN NJ u r �Ppvb NZW X a �' 4816 4816 — N - - 2O ~ 176.074 ww co 769. qTf, L1J 4814 4814 e`' b � b �'QQ'hQi RLP 15007 ODMI Doom 4812 4s 166.o vt - Qe° "°°m 4812 w u l W^ a Z Z ....N II NII I I ..p — NIl1ZJ NZW r J n eo v �_�11 4810 r 11 W V 121.07Ft - 15.001 ^r in i a 4810 jr N v1Pt.9p,'1 �P pa �y II a m iJ z W o `PLp b SPy0.0,0 P�`ShoO SPnt�A'1 inzW I 4808 4808 - - WA W a II _ Lj Z 4806 4806 w LcNi <t In I� Of O) O O O N N d N cD r DO N DD Y t0 h DU t 00 r ' 01 3 h 1� 00 Of 00 .- 01 M OT 0) Wn O M OD cD Of 01 O N cD N 0) M �"% �A cD 00 0) N I"1 10 cD DJ O M �`� O o0 Op ') - In 1[3 N N In IA In lt) 16 tD 6 t0 L6 t0 In coc0 t0 c0 (0 cD t0 cD f� f� � r h n n 00 n DD � D0 co 0) 00 rn 0) 0) 0 O O O O N N rM M d- if cq _ _ _ _ _ _ N N N N N N N N N N N N N 00 00 00 00 0D 00 OD 00 00 00 00 00 0,011 0 DO OD a0 a0 00 00 00 00 [f 00 00 00 00 00 a0 tb o0 tU a0 00 4804 a °� T 0 1 - 't I ' a � , I , � d I .r 4804 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 REVISIONS NELSON PROPERTY STORM SEWER 23 SHEET KERIN & CONSULTING ENGINEERS/PLANNERS Li No. gY JAU PATE 8-RE DESCR PER C.O.B. REDLINES DATE: 4/12/95 DRAWN BY: JAU ROBERT R. NELSON PRAIRIE AVf- BY JAL DATE 9-12-95 DESCR PER C.O.B. REDLINES "=2' V 1�=20• H JAU/CHK BY RTK ASSOCIATES 219 E. MENDENHALL BOZEMAN. MONTANA 59715 BOZEMAN, MONTANA .30-94 SHEETS 41 BY JAU DATE 5-10-95 DESCR PER C.O.B. REDLINES SCALE: DESIGNED BY: P.O. BOX 1315 LIVINGSTON, MONTANA 59047 CTS 8126196 AS-BUILTS 3I a s 13 0 w w 0 a In O J �1 to o � Q � QD QQ e C\,l J 'a Oop•F Ilg y"' O QaQ c�n�2^z R W SIDEWALK Fm TBC - - EOP �p 4j b 6^?b W 'ry g N ** vvv - - - - - - - - — N W W W W A ^ W A A O O O O O O O O O O p t L W EOP PRAIRIE A VE: TBC — — - -- o SIDEWALK 3 - ROW w m�o.iNgV N^n Z �ry4�F�FV iryW ^ p�ppp amp^ 11 II II W U C)[� SCALES: Xl G'TI UULIUES4 ASPHAd COAMNf 1" -20, HOR 0 NSTRUCTIIW NECESS�I Y. i" =2' VER I i� I 4826 0_ 4826 O ial vIn 4824 4824 Z �� O cr�< 4822 _ FwUDN S ATION 4+40 00 TO STATION 5 07.18 4822 F NISHED C GRADE as I, / J� 1PE 1 TR NCH XCAV TION EXISTI G ADE ua W FLOW INE "� f'E 1" PI E BE DING � — 4820 n� —Wm Q N°� *mow Sg 'E 'A" B CKFIL 4820 co 4818 t] �'f am 4818 �aa - �U?w a 0' tiP' M o 4816 �0 4816 CP CDm 15, OD co --- d L!J l"J6ATf W W �D g 4814 W 4814 � i I Q aDm�o �0, I 4812 4812 N ,w F?w _ g 4810 tZ—i 4810 i CO r- v 00 'i 10 r CO r OD 1� o 04 0) 0) n Lo cc) 00 0) N to CD CO — 00 I� o M M O oo pp 1� n 1A N N I� n W ^ Co 1, DO 00 6 00 6 0; 61 Of O O O C3 c� N Ki M d It � c'1 N c"A N N N N N N N N N N " 4808 °�° °� °�° °� Coo °� °� °� Coo ag w ag Coo °�° ag °�° ag °�° 000 °� 0 � 4808 E 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 REVISIONS a/1 z/9s JAu NELSON PROPERTY STORM SEWER 24 SHEET BY JAU DATE 5-10-95 DESCR PER OWNERS REQUEST DATE: DRAWN BY: KERIN & CONSULTING ENGINEERS/PLANNERS NO BY JAU DATE 8-4-95 DESCR PER C.O.Q. REDLINES 1"=2' V 1"=20'H JAU/ CHK BY RTK ASSOCIATES 219 E. MENDENHALL BOZEMAN, MONTANA 59715 ROBERT R. NELSON PRAIRIE ACE. BY JAL DATE 9-12-95 DESCR PER C.O.B. REDLINES SCALE: DESIGNED BY: P.O. BOX 1315 LIVINGSTON, MONTANA 59047 BOZEMAN, MONTANA ,30-94 SHEETS 4 CTS 8126196 AS-BUILTS J J 3 58 3 �� 3 w w 0 0 121'OF 15"RCP u V) AT A SLOPE OF 1.4 $ LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT L 0 T 6A 68 7A 7B 8A 8B 9A 98 1 OA 1 OB I IA CB-28 STA 0+40.20 STMH-16 -13 5A TBC = 4816.5J STA 4+26.83 STA 4+ 7.18 INLET= 4816.07 RIM = 4818.38 TBC = 4 8.76 Q 12"IF = 481345 I5" If = 4813.27 lY INLET E = 4 15.7� INSIDE BOTTOM EL=4812.9 ROW \ . 7 ! TT M =4 1 77 INSIDE BOTTOM fL=4 l5.22 ROW `^L_'I SIDEWALK 388'OF 15 RCP ' F 1 "R P SIDEWALK L 0 T STMH-I V AT A SLOPE OF 4.899 TBC A SLOPE OF 6.67% TQQ STA 1+26.06 - - - LAREDO DRIVE 48 STA Of 11.00 Q 1p EOP RIM = 4816.51 (L 12 rF = 4817.06 `"� 15' 1E = 4811.81 - INSIDE BOTTOM fL=4811.31 rn m o N o rn m o N o rn m 0 - a rn m o N rn m 0 0 0 0 o c o 0 0 49'OF 12" P P RCP ,.._._ =-- - -- _ - - -----�- -- - 6'OF 12 RCP TBC At A SLOPE OF 2.97X ; 19' F 1 P TBC - / ' ___ _ ____ STA 0.I4.36 � SIDEWALK AT A SLOPE OF 11.58Z SIDEWALK LOT d8TL313 +40. ROW CB-14 ROW (� 12"IF = 4812.1.5 TBC = 4816.53 STA 4+46.83 4f1 / 15"!E = 4811.88 INLET = 4816.07 TBC = 4818.76 INSIDE BOTTOM EL=4811.38 12" IE = 4813.09 INLET = 4818.30 INSIDE BOTTOM EL=481 .59 CB-1 12"if = 4815.72 STA 1+ 1 18' OF 15" RCP L(SIDE BOTTOM EL=4815.22 TBC = 4817.01 AT A SLOPE OF 0.38% INLET LOT LOT = 4816.55 LOT LOT LOT LOT LOT LOT LOT LOT LOT 23A 22B 12" If = 481351 INSIDE BOTTOM EL=481301 27B 27A 26B 26A 25B 25A 24B 24A 2JB LOT J I J a SCALES: ; w w 1" =2' VERB 3B In 1 - �m I ' m•m 9^� 4820 Fli- T- -71 �n� <�� 4820 �ff ExIST NG GR 0 rI Ir ISHED CL RADE Eal �au�z I 4818 N� -- -- -- - - _ _ ��u, .:ni mm � - - - - .- -- 4818 4814 lap 4814 - - - -- I NIL 4812 4812 Op n 4810 4810 I, - -- Sl0e A p Y vO oO(4808 -4 m _. 4808 S ATION�-0+1:1'. 0 TO STATI N 4+ 7,3.54 4806 o--- - _ .• _ •._ .._. 1' R NCHE XCAV TION 4806 - --- --- --- - TYPE 1' F'I E BE COING i z LJ - -- _ _ -- - TYPE I A' CKFIL (f) 4804 � I, w 4804 00 't 0) 00 (N (3) rr) O d L) N N r) N 'j- r Lc) Cl) CO 00 r- In 00 In o) 0) O Nd- M 0 � M Ol N ) L0 (O II) r- L) 00 �4 O) O (O O) V-) M �t 0) J-) r- 00 0D to 0) (O O 0) N rl) d' in t7 (O N 00 N 6) O O N O r7 N � O Ln 00 (0 (O r- � 00 c0 (O � c0 O O c0 (D t` O (O 6 (D O (O I� LO h I� r 00 h oo r 00 I` o0 n o0 n 00 t` 00 0D 00 00 00 00 00 06 06 o0 Go 00 n a0 I� 00 h 00 p -4802 0't 0�-0 0�0 ono a��o o�-o ado o��o oho o-�o o-�o o��o a-�o o-�o o-�o o��o a��o ado o�0 -q- a � "t a � ''40 � 4802 -0+80 -0+40 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 REVISIONS4/12/95 JAU NELSON PROPERTY STORM SEWER 25 SHEET BY JAU DATE 9-11-95 DESCR PER C.O.B. REDLINES DATE: DRAWN BY: KERIN & CONSULTING ENGINEERS/PLANNERS No. BY JAU DATE 10-5-95 DESCR PER C.O.B. REDLINES ROBE R. NELSON LAREDO DRIVE C.T.S. B/26/96 AS-BUILTS SCALE: 1 -2 V 1"=20' H DESIGNED BY: JAU/CHK BY RTK ASSOCIATES 219 E. MENDENHALL BOZEMAN, MONTANA 59715 BOZEMAN, MONTANA "AS-BUILIS"30-94 SHEETS 4J BY DATE DESCR P.O. BOX 1315 LIVINGSTON, MONTANA 59047 \L IT 9�a"`0 e�'p '`� ( O Dry coNA ^1. Nr 0 Q p x* 0�a�p� Oh�O�h a F a Oo �;k�e�'ox '�x0°�.0,�'`0 '• VO,�P V 4, 0 �,�,QO O� O �`V evlb ` 1 ? 'J,� O x a e� '.1 0 a 0 � 7 �1° b�rya� J \xba„ Oh 0 •\ y ti /��f�//" `P o 1�o'ti°"�k� e� Vv�;n yo'�V ry p e 4 x� Q P 6 N 3X teal�j' '`° o� Q a e� �e�Rs O�,x, y g+ `� 8 o P ' x a ii a0 �, ��R °'�'�x ry p e,�`01,1 �O00 eoo Cl \\` R P44 0° o� �� Q. � x�� 0Ao °o oo O 0 tihO ti _ i oo NOTE'LEAK/N STORM RM SEWER 0 O a Oti ti� 2 o F �o TO BE FIXFD BY SIRE CONSTRUCTION WHEN GROUND WATER GOES DOWN "le 42' F AI A SLOPE OF O.2CP - _ o � STORY eti � O �Y, A� 72 SCALES HOR 1" =2' VER / NOTE: ALL STORM STUBS TO BE PLUGGED WITH A WATER TIGHT PLUG Y ;n �tN1'sHE CC 6RAI F No n1� " EX1S INC, GRAD Eau : F ❑W'LINE 4828 4828 — — w — J p J XF T N RA — O z ra 1 F1. 1- HED GLAD \ 4826 *ti �� w aw DEfI LINE - — — - — - 4826 4824 Q -- 4824 h. 02 o,zoz a. Q 4822 4822 � o Y _ __. r` RLP 133. 15- RC T /2.9 - l5' RC 2928-IS' RCP � 4820 ss.6 - 1s' RCR u�or R P w 4820 tv o m 4818 4818 1 'wllc� L,_ LLJ z 4iwm Nzc6 ti�,L1. 4816 4816 '' ho �P o m ti 3 4814 S ATION --0i+1 .40 T j STA ION 3 80.0 4814 -- z TYPE 1 TR C XCAV JION z w a H _ TYPE '1' PI RE BE DING T 4812 w — TYPE 'A" B CKFIL w 4812 O0 In ao rn oD rn ao rn N I� r7 ID �t I_ (O N I� I'- Cn O u) 00 17 u) c0 I� n O N O d cp w) t� 00 c0 Ol n O O', O N M r7 in o Nj Ln 11) In IYi u) rri u) V ui 4 ui ui CO 0 co Sri c6 6 c0 6 co co To r cD r h r r� r� r� h I� r I� r I� ao r ao 00 00 0o ao 0o ao 00 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N u 481 0 00 00 co aoo oho 00 Do 00 00 00 00 00 co aoo 00 00 � aoo 00 00 00 If 000 DO 00 Do —0+80 —0+40 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 REVISIONS 4/13/95 �Au NELSON PROPERTY STORM SEWER sHEE1 BY ,IAU DATE 9-11-95 DESCR PER C.O.B. REDLINES DATE: DRAWN BY: KERIN & CONSULTING ENGINEERS/PLANNERS ROBERT R. NELSON LARAMIE DRIVEBY JAU DATE 10-5-95 DESCR PER C.O.B. REDLINES !I/ BY C.T.S. DATE 8/26/96 DESCR AS-BUILTS SCALE: -2 V 1"=20' H DESIGNED BY: JAU/CHK BY RTK ASSOCIATES 219 E. MEN DEN HALL BGSTON, . N11-1 A 59715 BOZEMAN, MONTANA "As-auaTs' 30-9a SHEETS P.O. BOX 1315 LIVINGSTON, MONTANA 59047 i O // /� /� 12' STORM STUB O LOT �F OF"E PACE 12"IE = 4825.92 DO 34 EA ENT / 17 OFF RCP + AT A SLOPE OF 0.22$ 22'OF 12"RCP STMH-14 � )r AT A SLOPE OF 0.41X v STMH-15 0.57 134' OF 15" RCP STA 4+96.06 6'MANHOLE CB-11 STMH-13 RIM = 4828.51 �3 STA 8+34.59 STA 8+59.11 15" RCP STA 3+57.25 AT A SLOPE OF 0.20% 12'If = 482351 TBC = 4831.38 RIM = 4830.93 9F 0.24X 0 RIM = 482755 15'IE IN= 4822 334'OF 15" RCP 12'If= 4825.88 INLET= 4830.92 15"IE = 4821.24 15" lE OUT= 482 51 12"If = 4825.97 Q INSIDE BOTTOM EL=4820.74 INSIDE BOTTOM EL 48 1. 1 ROW AT A SLOPE OF 0.7JX 15' IE = 4823.93 _[INSIDE BOTTOM fL=4825.47 ROW INSIDE BOTTOM EL=482343 (n SIDEWALK SIDEWALK \ SIDEWALK TBC ::: TBC — — — — --- - T - — _ _ _TBC EOP EO EOP cV - A -f --f- —+ - _ - �" I w I LA 7 C. 0 e —I� I O N A OI m O N A OI api 00 N A OI m W O O O O O O O O O I O. O O O O O O O O O O O O O O L1J V) EDP _ I OP P Ir TBC TBC — — TBC SIDEWALK I SIDEWALK _____ SIDEWALK LLJ NOTE 2RLEAKS IN STORM SEWER j I ROW CB-12 ROW 39'OF 12'RCP z TO BE FIXED BY SIME CONSTRUCTION AT A SLOPE OF 0.22X STA 8+59.11 J WHEN GROUND WATER GOES DOWN a TBC = 4831.38 l/ 12"STORM STUB INLET = 4830.92 3L E F RCP L O L it 71" if= 482597 INSIDE BOTTOM EL=4825.51 AT A SLOPE OF 0.22X 12"2" STORM STUB O E (�F7A SPACE // 35'OF 12" RCP Q 12"!E= 4873.60 J l- li I i 38 LOT EA ENT AT A SLOPE OF 0.37X M I SCALES: 37 II I 1" =20' HOR 1" =2' VER j �x FIN ISHLD CL GRADE 4832 EXI LING GRADE amm tim FLD Lt E 4832 w o N�W� O �N ------------- 4830 v m _ — - - - - _ m - 4830 k iNISHF CL GRA E-. - \ N V I I � F ❑W LINE — "�- 4828 4828 -- — 4826 Q 4826 --_ _ 6" EOUI A ENTRCP V.BJj. _ 1-0 TA=5-799 3 ,_,�: RC L=48 4824 ~ 4824 In Iri Im ` (CUD fUwu ' ['7 v Vi A it II N > 4822 S ATION 3+80 00 TO STATI N 8+59.11 WWwm 4822 - TYPE 1" TR NCH EXCAVATION "�ZW 13a.r.' 15' RC I - TYPE T' PIF E BEDDING cr TYPE 'A" B GKFIL 4820 a W 4820 — o mum _ o~v N W W I m 4818 4818 c) o Z = w nLo - (n M 4816 w ! w 4816 a, cy) _ _ 3 6T r O O N M r7 00 In c0 c0 00 O O) N O N 00 r� It cO t` r � 01 00 O t0 N r7 00 It 00 c0 I'l n c0 61 � 0O � r) N�'1 d O t\ o r- r- 00 Ir 00 00 Do 00 0o 00 00 00 00 00 06 00 ai o0 of of Oi a) 0) ai o Cr) o of o m of o 0 00 o 00 0 of o 6 6 0 0 6 o 0 0 0 0 0 o N N N N N N N N N N N N N fN N N N N N N N N N N M N r7 N M N M N M r7 N r7 N r7 N r7 rM I'l M M M r7 rM rl) M M M I'M 11) i� 00 a0 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 4814 It � � It It Itd v a a � d �t � 'd- -t It v 4814 3+60 4+00REVISIONS 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 BY JAU DATE 9- -95 DESCR PER C.O.B. REDLINES DATE: 4/13/95 DRAWN BY: JAU NELSON PROPERTY STORM SEWER 27 SHEET 71 KERIN & CONSULTING ENGINEERS/PLANNERS ROBERT R. NELSON LARAMIE DRIVE BY JAU DATE 11-9-95 DESCR PER FIELD INVESTIGATION ASSOCIATES BY C.T.S. DATE 8/26/96 DESCR AS-GUILTS SCALE: 1"=2' V 1"=20' H DESIGNED BY: JAU/CHK BY RTK 21 p,0. BOX 0131 SAL LIVINGSTON n1MONTANAn1A 5909715 BOZEMAN, MONTANA .As-ewcrs' 30-94 SHEETS 4 AT A S10Pf OF 2.36%0 Y m a � a 3 LOT _W V Y UI J I I' 50A LOT # LOT W 31 0 00 IA �U L 0 T STA 4824. ? 8'OF 12" RCP STMH-4 12"570RM STUB RIM = 4824.27 AT A SLOPE OF 2363% + STA 4+00.81 12'I£=4818.75 12"If = 4818.85 Ln JOH STA -0+11.40 15"IE= 4818.60 CB-5 RIM = 4824.88 16' OF 12" RCP INSIDE BOTTOM EL=4818.10 ZSTA 5+07.12 Z AT A SLOPE OF 0.22% I STUB 12"!E = 4818.71 TBC = 4824.54 Q Q LARAMIE 15'lE = 4819.89 NOTE: LEAK IN STORM SOWER INLET= 4824.08 70 8£FIXED BY SlMf CONSTRUCTION � FALLON 15"IE = 4818.21 WHEN GROUND WATER GOES DOWN 12"If= 4820.74 Q ROW INSIDE BOTTOM EL=4817.96 INSIDE BOTTOM EL= 24 I- z I SIDEWALK SIDEWALK TBC TBC Q �= FALLON STREET EOP EOP N N N N N fN W (N (a (N O A A tP (T (P w O O O O O O O O O O O O O O O O OLLJ 30'OF 12"RCP 57'OF 15' RCP FALON STR ET � Fnp AT A SLOPE OF 5.99X P AT A SLOPE OF 0.l6% Lz STMH-3 CB-4 TBC - - - - I\ - - - - - __-_'< IA 1+ STA 1+36.62 EDGE OF EXISTING ASPHALT 260'OF 5"RCP OF 15 RCP 99'OF l5" RCP TBC O STA 4+7B.1/ -429 SIDEWALK A SLOPE OF 0.15% AT A SLOPE OF gItONALK 94 12 IE= 4818.31 INLET = 4824.08 ROW CB-9 Q a 28'OF 12" RCP CB-6 ROW LLJ 15" lE = 4818.07 12"IE = 4820.13 STA 0+50.35 3 AT A SLOPE OF 9.32X Z O I a w STA 5+07.12 I IDf BOTTOM fL=481757 INSIDE BOTTOM EL=4B19.63 TBC = 4875.59 w o TBC = 4824.54 J L 0 T # 12 INLET IE= 4822.55 6'MANHOLE INLET= 4824.08 = INSIDE BOTTOM EL=482205 STA 0+50.15 L 0 T SIDE BOTTOM EL=4820.96 Ar 12 If 4B7820.80 34 SCALES: L - - 26'OF 12' RCP o 1 15' IE = 4820.55 1" =20' HOR AT A StOPF OF 6.73X I INSIDE BOTTOM£1=4820.05 1" =2, VER CB-10 4826 zQ ! \ N 4826 - - ._ .- - co - �� I`w' I IbIE �� p O .�'. O N 1: 1 - -- --- --- - - -- - O 4824 00 4824 - - - - �¢ Z 4822 4822 � . dines 0 a GR�� � ES gfl2�9� In 4820 11 Q 4820 7Y2 4818 _- cv n1 __ _ .. >� 923jfj 15.00�n RCF' 99]8f -- 1`.�.CO�n RCp Lli 4818 nod I- sw aowl- _ mcC 1- In ',o.�u j S ATION 1+36.62 STATION 5+ 0.00 t 4816 ���� n�� - TYPE 1" H X AV T N f w 4816 NC C 0In- - TYPE '1' w� BEDDING " -�'F 8 EX S'AKooI R; I%FILLTYPE L� Les 4814 a E sr +75 a a i Aa4i i 90 4814 - --- 7' - a .55sa.o QE =a8t36 � 4812 4812 ------ ---- j 1 Z p 4810 w L� 4810 O> O O N O N N M M d d to M c0 n 1p 00 10 13� 10 O In N d r7 d r7 N d rn N M In C� If') 00 cD cD OD to 00 d 00 tor Iq U n U? O) r7 M d d d d d d d d d d d d d d M d M d M d M In M In M In n In M Ln M1 In rn to M Un "i In 1'') d rM d H7 d 1'7 d 1'M d tn d rn d M d d N N N N N N N N N N N N N N N N N N N N N N N N N N N CV N N N N N N N N N N N N N N N N N cV N N N N N N N N N N N (V 4 00 00 00 00 co v 00 00 00 co 00 00 00 00 00 00 00 00 00 00 � 00 00 00 00 � 00 00 o0 00 00 808 "to 't I � d .4- 't 't co � � It It d - 't ' � 't 00 00 00 00 00 4808 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 REVISIONS BY JAU DATE5-10-5 DESCR PER OWNERS REQUEST DATE: 4/12/95 DRAWN BY. JAU KERIN & CONSULTING ENGINEERS/PLANNERS NELSON PROPERTY STORM SEWER 28 SHEET BY JAU DATE B-2-95 DESCR PER C.O.B. REDLINES ROBERT R. NELSON FALLON STREET BY C.T.S. DATER 26 96 DESCR AS-BUILTS SCALE: 1"=2' V 1"=20' H DESIGNED BY: JAU/CHK BY RTK ASSOCIATES 21 E BOX D1 NHALLIVINGSTONNMONC MINA 5904715 BOZEMAN, MONTANA AS-BUILTS" 30-94 SHEETS �� I � CB-7 STA 9+71.56 TBC =INLET 4826.6J 482.17 = 6 O / 7 %/ LOT # 6'OF If RCP INSIDE12' 1BOTTOM?40=4820.90 O LOT 1 # AT A SLOPE OF 15.17X 00 OPEN SPACE/ 32 If STORM STUB + 31 T 7 If IF= 4821.9J O 7/ � STMH-6 / PA RK /RA C( STMH-7 STMH-8 STA 9+65.1J 32 STA 6+01.9! STA 9+92.76 Z RIM = 4826.J5 RIM = 48 6.J6 9 RIM = = 4818 15" E = TOM E5 15" lE= 4821.64 � INSIDE BOTTOM fL=4818.25 / �' 15"lE= 4820.24 < ROW INSIDE BOTTOM EL=4819.74 INSIDE BOTTOM EL=4821.14 ROW ---- Cn SIDEWALK 16 OF 12"RCP SIDEWALK f- TBC TBC DO ( EOP FALLON 5 ___ O..-- —O O - O — O -O O O O _- O O o 0 0 0 10 - - O O O ._ ...�.0_ ___ O -O— -O O O O o w EOP __ _ FALLON STREET = EDP -_ TBC- � �� �-� - - — — — — --O SIDEWALK TBCSIDEWALK LL �l / AT A SLOPE 1E RCP AT A SLOPEF 12' RCP OF 6.00% AT A SLOPE OF 0.22X ROW z O // AT A SLOPE OF 0.42X J # / ,t� 12_" STORM STUB _ n O T // STA 9+71.56 12 if= 4821.98 `t OPEN SP CE 33 IN�T= 4826.6J 6.�j AT A SLOPE OFP6.19X LOT # EASEM IN INSIDE BOTTOM EL=4821.64 33 SCALES: 1" =20' HOR 1" =2' VER � w + N n� ram F NISHL CRP] 4828 ! _ F nl SHE C GRAD �N �N 4828 0 \` - aJ6�m FLOW LINE - (m T1. W LINE - �� �u -rn viw O m m- rv� 00 4826 N R1 m — _ 4 826 N Z 4824 _ STATION 5+80.00 TO STATI �9+92.76 4824 I— — - TYPE '1 ' TRENCH UbAVATION - TYPE '1 ' PI E BED k 4822 Q _ - TYPE 'Al' B CKFIL E` 48�&OTT1 D 4822 EOUIVAL. N1 R%vA - 00 TA=7+45.64 VJ N E =462?.20 42% 4820 w - 4820 J m� a (/) 356 22F t 15.00In CP NNE' O LL 4818 N W w; 4818 LL w _ W Z 4' SANI ARY SVC, ¢ i n 4816 a E . s sv srA=e• ssa N >_� SiA 10 26,sb 4816 0 = 4'. f X fEl =4 111.93 U SYA=6 '.0 0 4814 g I 4814 a r CD O m I- i M 4812 - w LL 4812 rn _ c In Cn C) O r7 N (D (0 (O 'C 00 O u) N 01 M In O;(C6l'4 (N"4 Cn 00 O n O O 00 61 01 00 OT n c0 O O u) O c0 O c0 � n M O u) (0 M 00 u) O c0 o Ki d n Iri d ui d ui d ui a ui to v (o v (6 ui (6 (o (o III r- u) 1l III r- ui (o u) (O Ir) (o ui (o (0 (.0 w (O (o (o (o (.0 (o (o (o (0 (D r- (a r- (o r- r- r- N N N N N N N (N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N (N (N N N N 6 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0 0 0s04810 a 4810 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 11+20 BY JAU DATE 9-11-95 REVISIONS DESCR PER C.O.B. REDLINES DATE: 4/13/95 DRAWN BY: JAU KERIN & CONSULTING ENGINEERS/PLANNERS NELSON PROPERTY STORM SEWER 29 SNOT BY JAU DATE 10-5-95 DESCR PER C.O.B. REDLINES \\ ROBFRT R. NELSON FALLON STREET By--LTS. DATE8-25-96 DESCR AS-BUILT$ SCALE: "=2' V 1"=20' H DESIGNED BY: JAU/CHK BY RTK ASSOCIATES 21 P.0. BOX 013n15 LLIVINGSTON NMONTANANA5904715 L 3L BOZEMAN, MONTANA "AS-BUILTS" .SD-94 SHEETS 41 I' - - 60' ROW I 30, I 37' 1 1 .5' 01 O 33, ' I 1 ' -I 5' 5.5' 2' 16.5' 16.5' 2' 5.5' 5' C.O.B. STD. BOULEVARD BOULEVARD C SIDEWALK I SIDEWALK D EWALK I BREAK POINT ' `3' I Ni2" LIFT ASPHALT I MpX' MqX C.O.B. STD. C.O.B. STD. 3.1 2.00% 2.00% CURB AND CURB AND 2.00% MPX ` :.•.•_ //\\\\; GUTTER 00% 2" LIFT ASPHALT 2.00% 2.00% 9" TYP GUTTER �- 1 �{ '• .:.• , r. 9" TYP 3. Mqy \ \ \ \\ •.ate. ° b- ••�' .r.♦4i,• �:P'.°.,�:'ja ^'P ,i_ '.Y••... •t' I� .\\, \�\\ T� �•" ro o ':�., e.p o •e•"e 'A•�:a ° Qss e• c • ° e, •.••,.a.a- p ,�•r�.' °e, •• \ o-'o+o,ep 'Di•o�••!�•aoo° o °.0....a••1•• O, • 0.... o ,`;-0 .O••(2 •• p' a. Fe .• •a Q 0 •.o•,d•o.•`n••• • , f�•p •, .fJ:O O-�. °p eO �. ;.D•t5 OO •.D• © bAe' �.�7a .O'Q Q.' "OO•Da ; ~O .o, O e O •..r•'•p se..o.. O .00 'V' .• ( I. o ;. p,• e...; O. .i� Or ' �•`Q Oa.. Q" o•a / ,o';...p... e • a: ' . -° .�Q,: .. Q ° .66. ,..0 •. .•,e. 'O•q '� S •.�^.'e. ..e...• a.. :. V.• a. Q•4' : \ 6" TYP 8" OF 3/4"-MINUS BAS ECO U R S E \\/\\ /\j\\�/\//�\�/�/�\\ CAVATE 21"-24" BELOW FINISHED CENTERLINE- GRADE TO SUBGRADE OR AS REQUIRED BY ENGINEER \�\\�\\�\\/ i�\%�\\�\\/ FOLLOWING FIELD REVIEW OF STRIPPED SUBGRADE. IN-FILL WITH SELECT PIT-RUN GRAVEL (6"-MINUS, WELL GRADED) OR SELECT CRUSHED GRAVEL BASECOURSE (6"-MINUS, WELL GRADED) TO A MINIMUM DEPTH OF 12". GEOTEXTILE FABRIC WILL BE PLACED UPON ENGINEERS REQUEST WHERE ADDITIONAL STABILIZATION IS REQUIRED. TYPICAL SECTION 1 60' ROW LAREDO DRIVE PRAIRIE AVENUE FALLON STREET LARAMIE DRIVE REVISIONS 3-21-9s EPy TYPICAL STREET PAVING SECTION PC DEVELOPMENT SHEET BY US DATE 8 16 96 DESCR AS—GUILTS DATE: DRAWN BY: KERIN & CONSULTING ENGINEERS/PLANNERS 30 BY DATE DESCR ASSOCIATES NELSON PROPERTY DEVELOPMENT FOR R. R. NELSON SCALE: H 1"=2' V 1"=2' DESIGNED By: EPV, CHK BY RTK 219 E. MENDENHALL BOZEMAN• MONTANA 5971s BOZEMAN, MONTANA "AS—GUILTS" 3094 SHEETS 41 E1Y DATE DESCR P.O. BOX 1315 LIVINGSTON. MONTANA 59047 LLI II ^ yr V j l� �_ W •�e y A qN OI 0o O ao_ NC LLT f°�(u� m LLI i W g Jl m Q m LOT I Lli = Q o Q w p^ LOT COT L07 L07 L07 `� mm e 7 I Q N 28A 28B 29A 29B 30A 30B e �n W {ys5 W 2 m ^mil` h Nam, m V' w4 z a o N � ±� i k m v,m . c., ci � I �, h STA I+48.J7 TO STA 4 55.72 �' M a L^ N I ~ - RQI T ir6 Y T Raw. c.0.8 cUR8 AND GU 10' NfWAY STA 4+SS.7Z I O STA 0+00 70 SU 0+81.36 N o Np S CONOPAC RISTALL J07J5 LF OF AT. + J t INSTALL 81.J6(f OF 5T0. C.O.B. CURB AND CUTTER '� � rn -- R.0N 2 v� 40' NFWAY Q saxw�K TA 0+d1.J6 ) NOT THIS CONTRACT) Raw AqT THIS CONTRACT) 18C_4813.43 L.L 1 J '. STA 1+4BJ7 X 50'CURB CUT�- 50,CURB CD=4816,54 = I 50'CURB ! SAW*" EXISTING E OF ASPN. STA 1+40.89 STA + + CUT+ A + BEGNV 5'TAPER STA 4+ (STING URB LINE - - -- --_ EM fN0`,1_JAPfR BfGIN 5'T4fff,, ND 5'TAPER C!N 5'TAPfRR EyQ 5'T STA 0+05.22 VAC._ ..INSTALL STREET SlCN - -_ ..._._ _._-._-__-- _ _- - u� _ - CL fL=4815,80 CEN/ERfO IN BOULEVARD I SIIrH-r RIM EL=4816.SI STA 1+1J45 YPL; LOW POINT IBC=481743 MC=4B 18.09\� 18C=4B18.53 !BC=4819.85 EOP--- TBC=4B10.5f -- Ep '� u i f +�I726 STW-26 RIM El=48179J CB-3 78C EL=4818.J0 iBC=IB2246 �= J•FROM fiRE HYDRANT _ PRAIRIE A V��U t � �� SSW-Al RIM fL=4822.IJ -� STMH-3 RIM£l=4824.17 o+chi o 0 0 0I 0 0 0 0 0 0 0 0 - m $- po 0 0 0 -~ o o 0 3 i STA 0+85.22 WT.1AGH POWF CB-I 78L£L=48I709 WATER✓ALVF BOX CL EL=4816.51 37' sC SSMH-A?,tAll EL=481668 N41lER YA12£BOX - 60'R/k'(IYPJ STA 4+23.45 VPT INSTAL[STREET SIGN ` x LOp. �W=481599 IBC=-4816.45 , IBC=-4816.65 TBC=4816.92`, - _...IBC=4B17.IO TE1C=48L7JB �) CL EL=4822.02 CENTERED W BOULEVARD 6 JO' - - IBC=481775 IBC=48186 •'\' =1819.91 18C=48?f.72 STAB+1719 STA 71+37Y9 - -=-- ._ n _..__ __... - .Rw?'FROM H4NlNCAP STAT+Dl.19�- STA I+ !. TA I+�S19 S/A 1+35. 7 BEGAVAPER R ,T STA?+69.13R S7A�i 19 1 - -- STA�+65 i64-SSTA 4--ff.16 k 4 SN(wAtk 50'CURB CUT 50'CURB CUT Smmr T 5.5 STA 4+56.?6 I N Raw. 40' AfWAY R.O.S. 50'CURB CUT SaD wA 50'CURB CUT SgLwIK IBC= (Ap7 iTNS CONTRACT) 40' VEWAY - Raw 40' AY 50'CURB CUT SIXINCR o i (NOT THIS CONTRACT) (NOT THIS CONTRACT) (NOT TW CMWT) Raw (NO Ls CONr 1J o _ 8 I I STA 0+00 TO STA $f56.26 w W TALL 45626 LF OF STD. C.O.B. CURB ANO UTTER 7 I N N I LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT 5B 5A 4B 4A 3B JA 28 2A 1B 1A N I C.0.6. STAND RD DRIVEWAY AND FLAIR, WITH INTEGRA SIDEWALK SECTION T BE tiwm Sim* INSTALLED AT TIME OF TOWNHOUSE CONSTRUCTION. I I � y SCAL2SS HOR INSTALL CURB CUTS ONLY PER THIS CONTRACT. ory 1" =2' VER NOTE: SIDEWALKS ON PRAIRIE NOT THIS CONTRACT, UNLESS OTHERWISE NOTED 4826 VPI STA=4T 246 _ 4826 Vr>I EL-482 .O8 _ r URVE LEN-,,2 . �. -15.00 4824 j o -0.09 4824 4822 b 4822 N � I4 m 4820 _ 4820 4818 R o VP I TA=0,45 2 �3 W f f 4818 CUR fE UEM.=80 K=1 0.6� 0 05379 P., 5 A-3-.23.45 E -417.BD _ 4816 a,Rvf. Lrr1,200 I 1 1 4816 E ISTING GRA DE 1 0,9 2 4814 j nI 4814 4812 4812 w 4810I _ I 4810 �Mr to- 00 m0) NNDDI-'t No00 DMus pIr)d� Oao��hN00a0�� tDON �r �a0d�00� nod �r3 Do 00 c0a h D T O)� rhI- 00Do0�D00D0�rnN0)M0) 0) -IArnWnOt001* 1' to01r- Ofo1O ON�� �coNDoMrnn� �no41�(000D000)N :W IRrn00to r��a01�rnOOM 1� �pcD�aoCOtN�IlN�UnIAoOO! N In In rn IA IA tC AC AG t0 tC t0 tG i_C CO IG CO tG cp AC ui tC to 0 CO 0 to 0 CO N r`r.n I\r`�I�N n N r r,DO r�DO I,a0 I�DO►�00 00 DO 00 Ol OU m OD Ol OD m o m Of o)6 m 0 O C O G O�O 'O '�04 CV(V M M M 17 n V)a� .-.- N N N N N N N N N N N N N N N N N N N N N N N 4808 °° D�o�D�o�°°Og°°ag°°ag°° D�oOgD�oagD�oOgD�oOg°°Ogro°��°��°g�°��°��°g�°��°����°��°��°��°��°��°��°��°��°��°g�°g�°��°��°g�°g�°g.M000ccoomWmDDO0m �°°�DO0W! wwIw°gW� 4808 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 REVISIONS NELSON PROPERTY PRAIRIE AVENUE DATE�L-DESCR 4/13/95 JLL Li' 31 SHEET ey JLLs/tZo/^ss PER OWNERS REQUEST DATE: DRAWN By: KERIN 8C CONSULTING ENGINEERS/PLANNERS R.R. NELSON STREET PALING By JLL DATE 8/3/95 DESCR PER C.O.B. REDLINES 1"=20'H 1"=2'V EPV JLL CHK BY RTK 219 E. MENDENHALL BOZEMAN, MONTANA 59715 q By JLL DATE 9 13 95 DESCR PER C.O.B. REDLINES SCALE: DESIGNED By: / ASSOCIATES P.O. BOX 1315 LIVINGSTON, MONTANA 59047 BOZEMAN, MONTANA 3094 SHEETS 4r CTS 8126196 AS-GUILTS �sl,�� DUI I Oda I q rNi ��o QQcj ^'b�M1�n I 2p�a I � LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT '0 6A 68 7A 7B 8A 8B 9A 98 1OA 108 11A a� a L. INSTALL 1165 LF Of STA 0+JJ.69 TO STA 4+80.00 STA. C.O.B. CURB AND GUTTER ANSTALL 446.69 L UT STD. E� � C.O.B. 1/CURB AND TIER INSTALL 57D. CO.B 40' AY 40' Y 40'D NEWAY 40'0 lVLWAY 40' AY C'w RAMP Ro.R (NOT THIS CIN/R1CT) 1 (NOT TH15 CONTRACT) R.o.w. (NOT rHIS,CONTRACT) (NOT THIS CONTRACT) (Nor THIS CONA9WT) (,VolO 1 5TA 0+JJ69 50'CLA7B CUi 50'CW8 CUT AAEWILK 50'CURB CUT ,wE wx 50'CURB CUT SUENYK 50'CURB CUT SVOKK + .8 + + + +a778�'TA�+J7I8COP BEGAV TAPER�NO 5'1dtF - ClN.S'TAPER END 5 T GBY 5'TAPER £NO 5')APE GYN 5'TAPER fN0 5'T,W C# 5'TAPER END 5'7APfR .__ GLN 5'T 18C=4g1.66 TBC 4a16.9J -IBC=461709 IBC=4817 J7 ------- - 48175J 7BC=481780 ----- IBC=481797 7BC=4818.14. _.. [O� ------ 78C=4B78.41 IBC= 4818.68 TBC=481- �O $ s� B TX£L�-X 4a16.4� SSMH-AJ R!M EL=4818.00®---WATER VALVE BOX CB-13 TBC£L=48 1 LAREDO DRIVE w C. Oo O N A T m O I� 'n Hp O O O O O O O O O O O O O O O O O O O O O O O V' �""'&a STW-7 RAY EL=4816.23 INSTALL STD. -7 18C£L 4816.4J "(7m) Jr SrMH-16 RIM EL=481838 g coo. MON,... TBC=4816.65 T8C-4816.9J 18C=4aJ709 18C=4817.J6 jo 1TYP) TbiC=48/753 TBC 4B17 TBC= TBC=4818.24 IW-14 IBC£ W 60 S 1 Box -- - ---_ - ---- - - -- - ---- ccw- 4a1z9 w, rBc 4sra.4o >gc=<elae cBTBc=4sls. z ` g Lv A 0+bT8J STA Ii+ll.83. 5,5, A7+41.BJ SIA 1+91. 7+7J�3 - STA 7+71.8 A,7+a7.8J 7- 5TA 3+51.8J,I7+81.8,J- _ _ a > D+J3.JJ GIN 5'TAPER END 5'T GIN 5'TAPER END J Q - �16� 50'CURB CUT 50'CURB CUT SMWK 50'CURB CUI x 50'CURB CUT -1 '" �- 50'CURB CUT .SLIEx1i.K O j I 3I -_ -- _ P _ HANDICAP RAMP Y J 40' AY R.O.M. 40' Y _-- 40' NEWAY 40'a NEWAY Row --_ U 1, L.IJ INSTALL 23.48 LF OF (NUT THIS CONTRACT) (NOT RRS CONTRACT) (NOT THIS'CONTRACT) (NOT THISICONTRACT) (NOT THIS j 1 ra STD. C.O.B. CURB SrA O+JJ.JI TO 5TA 4 80.00 j LSICONTRACT) (NOT Q w �+ AND CUTTER INSTALL 446.69 LF OF TV. Q p C.O.B. CURB AND GUM F =" I a o LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT I 27B 27A 26B 26A 25B 25A 246 24A 23B 23A 22B y N a NOTE: o a, C.O.B. STANDARD DRIVEWAY A FLAIR, 0° 0 _y WITH INTE RAL SIDEWALK SECTION TO BE c.g a INSTALLED AT TIME OF TOWNH USE CONSTRUCTION. SCALES: Sao * i rn INSTALL CJRB CUTS ONLY PER THIS CONTRACT. 1" =20' HOR g v 1" =2' VER NOTE: SIDEWALKS FOR LAREDO NOT THIS CONTRACT, UNLESS OTHERWISE NOTED 4822 L� 4822 4820 4820 Li 4818 - - - -r- - - - I 4818 Ld 4816 __ _ _ .-- J EXIST Na-aRAIE-- 4816 . Vh STA=(+16.2s VPI EL=4 16.35 F- Q 4814 a 4814 O k 4812 0 o 4812 4810 I I I I 4810 4808 4808 z W x I L 4806 w ILL. 4806 0tcGe0 vi pptopp ri nto�MtcCwn to �a�0 N00 I(y)a�o a10 Mao a0p amo�ato ao�'t -aOoa 'au<orN�rr0�0C�- nt�0�)a O<ttO� DoncbNrll00o371�110.t C�N�M� DrO�-<1 1C N� CD v O to O � Ln Co 00cO0 � 0 0o �pM N0 0000op0o 00 o000 co ao co 00 001 ao00 � �.*� *Mt*�1*� a� 11 4804Owo- 0 0"A6 w '66 6r6 -r o6r-l:r r-w co doo 000 oowcd � co0cocoI-� a ad�adr ad oo ao ao ao o�0-00oo0 CO o o p00 o 0 o 0o aD o ao 0 o 0 0 0 oo o w a oo 4804 oopo� o1;69- -0-1 +00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 REVISIONS 4/,3/9s JLL NELSON PROPERTY LAREDO DRII/E 32 s QET BY JLL DATE 5 10 95 DESCRPER OWNERS REQUEST DATE: DRAWN BY: KERIN & CONSULTING ENGINEERS/PLANNERS BY JLL DATE873795 DESCR PER C.O.B. REDLINES R.R. NELSON STREET PAVING BY JLL DATE 9 13 9S DESCR PER C.O.B. REDLINES scALE_ 1"=20'H 1"=2'V DESIGNED Br:EPV/JLL CHK BY RTK ASSOCIATES 21 p,0. BOX D13n15 LLIVINGSTON NMONTNTANA 5959715 BOZEMAN, MONTANA 3094 �.EE�T crs 8126196 AS-BUILTS Ld W U W i 3 00o Q or LOT L; a LOT LOT LOT cor cor cor LOT cor cor 1q 11B o �I 12A 128 13A 13B 14A 148 15A 15B 16A � S 4+80.10 10 STA /O+OO.00 STA I0+00.00 ------� IN TALL 510.00 IF OF STD. INSTALL 29.06 ro C. .B. CURB AND GUTTER 40' A2lYAY a 0 o oP I S C fND SIDEWALK LEfT C.0..B. CURB AA LL_ BfCIN SIDEWALK LEFT'^ v 1• 40' AY 40' NEWAY (NOTT 'LMNEWAY 40' AY 40' AY O (NOT THIS CONTRACT) EA3EAMEN OIv (NOT THIS CON717ACr) ----_-- __ (NOt THIS cONTRACt) RO.w. > S0'CURB CUT mw¢r .. -__ -- ) (NOT 1}NS CONTRACT) - - - (NOT TINS CONIRICI) O N I I 50'CURB CUT K 50'CURB CUT slatleltR 50,CURB CUT s>aLn1x 50'CURB CUT vaLwu r 50'CURB CUT fCINSTOI�S�TMfR _ENO 5'lA ••• $€GW 5'TAPER_ END 5'TM - I CIN 5'_TAPER _fAD 5'TA GIN 5'TAPER £ND 5'IAPf _ G!N 5'TAPER END 5'TAP _ _ ' GIN S iAP£R__ END 5'TA' �_ -- TBC= 4818.81 TBC=4819.06 --. - .._.....__AY57ALL StD:C.46, -------- . .. _- 48I9.66 IBC=4819.91 BC=4810.06 78C=48203I ------ ---�',BC 4810.46 78C=4820.71 -- - g810.86_...78C=4811.II -BC=4821.T6 =T 4821.51 0+30 CB-!J 18C FL=4818.76 �N +w RAMP I I M W WA7FR YAL4F BOX • SSMH-A4 RM4 EL=4820.07 W Et s �0 ' 0 �' I I�' � �+_ m - m J V J J rn a m m �SSMN-AS RIMS=4821.79 fXlS1lNC C LLti LI 0 0 0 0 0 0 l- 1 0 0 0 0 0 0 0 } 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O I N A 01 W O N A Oi pD W CB-14 IBC EL=4818.76 MISTALL STD. C.O.B.-1fl I INSTALL STD. C0.8. CROSSWALK 37'tom) ,�. L A R E D 0 DRIVE SIA 10+29.06 z 18C=4818.90 78C=4819.17 JM PLASTIC OR EOUNALEN7 (p) EXISTING CURB 7BC=481I.96 W -----___-1GR _IfANLNCAP RAMP.. TBC=4879.82_ .TBC=4810.i 60'R/lY(TYPJ TBC=4810.11 ..IBC=4810#lfl _ TBC=4810.9T 77)C=4811.09 18C=482LJ6 = TBC=48T1.__ BC 4B2065 _.__- --_ 0 7BC 482153 4+d1.84 STA +f 7 55- 57A�+30.41 STA 6+80.4� A 7+1LT73 STA 7+6 A 7+�0.42 STA'8+404 8+70.47- S/A 9+2043-� A 9+�42 sra iD+oo. JBEG/K 5'IAPER END 5' �' R 'T 5' Bf�RN 'TAPER END SCriwR 50'CURB CUT SGEWYK I I 50'CURB CUT 50'CURB CUT 50'CURB CUT 5[C1Y4K 50'CURB CUT WINK 50'CURB CUT = U OPEN ISP 40' YEWAY RAW �. AY 40' AY RON. �, AY 40� .- Y -- 40'D YE1W1Y F- BEGIN SIDEWALK RICH , Q (NOT THIS CONTRACT) : (NOT TMS CONTRACT O (NOT THIS!CONTRACT) U EASr,�II�N END SIDEWALK RICNr ) (NOT rNls coNrRAcr) (Anr TTRs coNTRAcr) (NOT Dlls coNTRAc � STA 4+80.00 70 STA 10+00.00 Q STA 10+00.00 INSTALL 520.10 LF OF STD. '^ C.O.B. CURB WD GUTTER INSTALL 29.06 H } CO.B CURB AN Lor LOT o�Yjw LOT LOT LOT LOT LOT LOT LOT LOT LOT 22B 22A = 218 21A 208 20A 198 19A 18B 18A 17B nm d NOTE: e o C.O.B. STA DARD DRIVEWAY AND FLAIR, a WITH IN AL SIDEWALK SECTIO TO BE o' INSTALLED T TIME OF TOWNHOU E CONSTRUCTION. SCAL2SS:HOR uj INSTALL CU 8 CUTS ONLY PER HIS CONTRACT. 1" =2' VER NOTE: SIDEWALKS FOR LAREDO NOT THIS CONTRACT, UNLESS OTHERWISE NOTED 4826 4826 4824 0 O 4824 4822 -- - .. 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REDLINESE� R.R. NELSON STREET PAVING JLL 9 13 95 PER C.O.B. REDLINES SCALE: 1"=20'H 1"=2'V DESIGNED Br:EPV/JLL CHK BY RTK ASSOCIATES 219 E. MENDENHALL BOZEMAN, MONTANA 597i5 BOZEMAN, MONTANA SHEETS �� Br DATE DESCR P.O. BOX 1315 LIVINGSTON, MONTANA 59047 3094 cTS 8126196 AS-BUILTS i l LOT LOT LOT LOT I 15 15B 16A 16B i I STA 10+00.00 TO STA 10+29.06 o I NOT #VSrALt 29.06 LF OF STD. STANDARD C.O.B. SIDEWALK TO BE C.O.B. CURB AND GUTTER INSTALLED IN STANDARD C.O.B. LL-0 (No40HIS cONATRACT) (NOT THIS CONMAICTI ao.. E�aN"PAUP LOCATION B. ALONG THE WEST SIDE - - -— ---- I OF FOWLER AVENUE. 50'CURB CUT vLxwaK 50'CURB CUT ,SQEIIwtX (920.75 LF TOTAL) M + + - INSTALL STTTQQQ. CIN 5'TAPER END 5' ' C.O.B. MOAJJ t8c CM S'TAPER_ END 5'TAPE 7r- BC= BOX 4820.86 TBC'=482f.1 i La =482I.26------78C=48?1.51 {� WAZIER ' STA 10+30.42 COWNECJ TO �YAWSSMH-A5 RIM EL=4821.79 EXISTING CURB TBC-4821.65(AS-``n �O-{I NOTE V/ O N A m 00 O- N - p q I� !.].YL.L.Vi o 0 o 0 o 0 0 0 0 o C.O.B. STANDARD DRIVEWAY AND FLAIR, SrA 10+29.06 CONNECT TO WITH INTEGRAL SIDEWALK SECTION TO BE w LAREDO DRIVE EXISTING CURB IW=4821.96(As&&r) INSTALLED AT TIME OF TOWNHOUSE CONSTRUCTION. Z TBC=4811.09 1BC-482136 rec=4621.5J TBC 4821. I INSTALL CURB CUTS ONLY PER THIS CONTRACT. J A 8+70.7T- SrA 94..4 A 9+I042 STA 10+00 - 'w /= 50'CURB CUT sc~ 50'CURB CUT .90f1w(K p. I W 40' AY 40'D NEWAY Raw . . . . '^ Z Q (NOT TNIS CONTRACT) (NOT 1HIS CONTRACT) +KNONGOP RAMP 2 w STA 10+00.00 TO STA 10+29.06 INSTALL 29.06 LE OF STD. W Q OO.B CURB AND GUTTER o LOT LOT LOT 8 18B 18A 17B 17A Q J OI I I LL SCALES: 1" =20' HOR 1" =2' VER NOTE: SIDEWALKS FOR LAREDO NOT THIS CONTRACT, UNLESS OTHERWISE NOTED I j 4828 14 828 4826 O 4826 � III III I' 4824 Lu -- -- _ I � 4824 I 4822 w -- -- 4822 _-------_--_-- - EINIS ED CL GRA ,_ _-- ---__--__ ..�:. D.Sn68% ,L l— n s. -1 # 3.75 _ 1 4832.0) 4820 V — �XI NG GR D 4820 1 o J 4818 4818 W � II 4816 lip 4 816 - 4814 4814 to 4812 x � � i I I _ I � 4812 f- DO N K'1 d O IA .-- Ol r7 U-) 00 O O O O) Ih Q 0) rnO�O N.- �N o N U1 r ao ao rn ao oi0 01� Or O� O� O� Or 0.=O�O�Or - -N—N N N No N N N N N N N N N N N N N N 04 N N "N N N N N N co DO Do Do oo co co cO 00 0o 00 ao ao Do 00 00 a0 Do �.00 CO 4810 d �r <r <r <r �r 4810 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 REVISIONS 4/13/95 JLL NELSON PROPERTY LAREDO DRIVE SHEET BY JLL DATE- REVISIONS DESCR PER OWNERS REQUEST DATE: DRAWN BY: KERIN & CONSULTING ENGINEERS/PLANNERS 34 NO BY JLL DATE DESCR PER C.O.R. REDLINES R.R. NELSON STREET PAVING BY JLL DATE 1 95 DESCR PER C.O.B. REDLINES SCALE: 1"=20'H 1"=2'V DESIGNED Bv:EPV/JLL CHK BY RTK ASSOCIATES 21 p.E BOX D7 NH L LIVIBOZEM,N, MONTANA5904715 3094 41 BOZEMAN, MONTANA SHEETS CTS 8126196 AS-BUILTS MATCH LINE SHEET 36 OF 41 r \ 0\ i pb�y. �s 00 / \ SRC►h� bad ��V v 6 C,,o r tP�P��OJ ,�i•�/ v� / a'✓l< s o -�+'°rosr / \ S�a500 `� VO �air �� ry �� o ���6✓� ;M1b.LL�� STA 1+44.27 TO STA J+80.6584 J LF OF SM. �p��`� S / .L� aM o` s a �� � �✓ 00 ''Ib}4`s.\ QGy1P�iA C0 L 8 CURB AND CUTTER s�S q/ a►1°/ a g3400 �, 10 .* 'f b�by<".y�.\� �, s:. Z4a, STA 0+28.86 TO STA I+BOpO 2 �,•,p •o t�✓✓ �" 00 \ qB�"-._ MSULL 41JJ1 LF OF STD. CO.B. S10wlIQ k cQ \ s Saov,tt �. - TbC'.48,?880 I61p N0so f w TO SSA -8J ft Eo 7 / Ro+ NOTE; 1:�� 6zo qoy �+1to � - C.O.B. STANDARD DRIVEWAY AND FLAIR, `(,:<,14 Y Q` TBrs 4876JB -Ca" WITH INTEGRAL SIDEWALK SECTION TO BE INSTALLED AT TIME OF INDIVIDUAL s2�oo sK LOT DEVELOPMENT. INSTALL CURB CUTS p� STA 1+44.27 TO STA 3+80. STALL 265.53 LF ONLY, PER THIS CONTRACT. V OF STD. COO.. CLIPS ANO GUTTER / SCALES: \ 1" =20' HOR \ / 1" =2' VER 4832 . _ 4832 I 4 4830 830 o adNG 0.7,1�:✓^ LL O 4828 — 4828 o 4826 �VPI S7 e 9.50 WISHED CL GRADE f `------ -- T y 4826 ILLJ VP; vv 4824.85 VPI EL 7, .85000• VPi 'It. C+/9.39 — (l7 1 VP' L*125-7� I w 4824 vPi STA= 4 i8.00 � EXISTING IADE -_ -- _---- _ -- 4824 24.81 4822 4822 I i -- I _.--- --- 4820 4820 - I I 4818 4818 I 1 , 4816 4816 N in C7 r` co LO Ln M r`d o N OO r`O) rn 07 co r` rn aD O O7 N O r� ' Ln N CC)M d r-- 00 00 m t0 (7) 0 00 ClOf N.- N �r Ln Ln to co cU r. 1� rn a0 c�O7 rn ry O n (,)to d N d to � d,lo -t to u1 (G Ln o Ln o Lc) Ln cD c0 • LD to co to to o• (D • (D(C I`40 r- f- r`r, I` r` f- I-� r` 00 00 00 00 00 CO OD 00 00 00 00 OD o0 OD 00 00 oo OD o0 GD 00 OD Oj c6 m CD m c6 (a)oi N IN -N N N NN NN NN NN NN N IN N N NN N N NN N N N N N N N N N NN NN NN N N NN NN N N N NN NN NN N N N N N NN NN N N CV N NN N N NN NN NN NN NN NN NN NN CNN NN c CO ut 00 00 00 00 001 00� 00� co� 00 00 00 w 00 00 00 00 00 ao 00 00 00 00 00 00 0o 00 00 00 DO 0o a0 00� 00 00 00 0o 00 00 00 0o a0 oo 00 00 00 0o 00 00� 00 00 00� 00� oC o0 Co oD 00 GO CD GO of a0� 00� 00 4814 It �t � <t �� a� v� a v r� v <t� �r �� �d �� a� �� �� r� a� �� 4814 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 R EVI S I O N S NELSON PROPERTY LARAMIE DRIVE 35 SHEET BY JLL DATES 10 95 DESCR PER OWNERS REQUEST DATE: 4/13/95 �,� BY: JLL KERIN & CONSULTING ENGINEERS/PLANNERS No. By JLL DATE DESCR PER C.O.B. REDLINES 1"=20'H 1"=2'V EPV JLL CHK BY RTK R.R. NELSON STREET PAVING BY JLL DATE 9 13 DESCR PER C.O.B. REDLINES SCALE: DESIGNED BY: / ASSOCIATES 219 E. MENDENHALL BGSTON, , NTANANA 59715 BOZEMAN, MONTANA SHEETS 4 P.O. BOX 1315 LIVINGSTON, MONTANA 59047 3094 CTS 8126196 AS-BURTS lY w LY NOTE: C.O.B. SIDEWALK TO BE QP� w I INSTALLED IN STANDARD C.O.B. cai LOCATION ALONG THE WEST SIDE I0 OF FOWLER AVENUE. Io (920.75 LF TOTAL) 0 EN SPACE E�' SEMENT LOT o SM 4+80.00 TO STA 9+86.17 33 STA 4+80.00 TO STA 9+90.48 ¢ 1 INSTALL 506.17 LF OF STD. INSTALL 510.48 LF OF STD. EX.EX. STTD C.O.B. Raw. RAMP I I w l" C.O.B. CURB AND GUTTER C.O.B. SIDEWALK = ---- I Ro.W ---- 1 ___----- Row O gem K savu E+660 to SmEWW - - STA 9+86 77 CONNECT 70 sa a+szaA 55• IBC-48JJ.08 - 115rNL- curs DOS - AS �} --- — — — — --s•avtRs �� CB n T8C Et-4837.J8 INVG CURB IHC 483115 -BU7(r --- I"7 ---- _-lsrllN-rs RN EL 4828.31 7NsrA[c SR7.--c.-OTI_-�.. rov ra E+dO:OD. --_car. _.___...._...--- - ----- _.____ _- --._ _ --. ------ ' _.__.ctw _.___..._. ._ _.. -- eor -.--. U HANDICAP RMIP( 1 TBC=4829.6J JO ryp) S1MH-r5 RIM EL 4830.9J - INSTALL S7D. C.0.8.AEON BOX w� 1 -� '�- '8"" LARAMIE DRIVE wfN1 rn w rn- m + rn a ao co -I is t - t t - } - --� � —� Oo O N OI 00 O N A OI 00 O N O� Ou O N A m m O N A m N = o 0 0 0 lol o 0 o 0 0 0 0 0 0 0 o o 0 o 0 0 0 0 0 VAnE BOX— WA TR At W BOX WATER7BC828 91_ .... ._.. ... INSTALL S10 GO. -LSWALK -- _ A . - ----- ------gyp -- 60 'ryyp) 37 WAIER Vf BOX — _ — -- 1BC-4831-J0 ... -_TOP SIGN ANONTERED IN N I W STA 4 r m sa 5+150 ::: I AC SID. C.OB.�N TBC=4829.5B msrAu cum airs TBC=N829.84 SSAAH-85 RAN EL-4B29.A6 S.5' �- 983/.0/ STA e+ous m srA R+4717�'�® CB-l1 TBL'EL N8J186TALL aft .J8 Lov .STA 9u+8N 84E CONNECT TO � ,\I�.?-..�ULEkARD w J N82865/ ST 6,V.W r0 sa3++. iee I-- tMULN'MAWZ f stlAEMMlX siAEMWX w s awcRs stow" DUSTAVG CURB TBC-4832.3J(AS-BUILT) f_+, W RAN STA 4+80.00 TO STA 9+84.84 - > I STA 4+80.00 TO STA 9+89.54 —maw 1 AVSTALL URBAN LF OF s1D. LOT Q ^ C.O.B.CURB AND GUTTER INSTAL!SIDEWALK IF OF STD. HA STD C.O.B.AM *`yJ 38 C.O.B. SIDEWALK HANDICAP RAMP W EN SPACE j EAED S X-NT � I I'l O 3 'W I NOTE: Li IU C.O.B. STANDARD DRIVEWAY AND FLAIR, I o WITH INTEGRAL SIDEWALK SECTION TO BE INSTALLED AT TIME OF INDIVIDUAL a LOT DEVELOPMENT. INSTALL CURB CUTS I SCALES: & ONLY, PER THIS CONTRACT. 1' =20' HOR 1" =2' VER of I I 4838 4838 4836 4836 4834 4834 4832 4832 --- -- ----._.._ 1 .... ......... -....-.------Fi ---- -- �- 4830 - -— — — — — f - - 1 14830 4828 4828 4826 4826 4824 4824 4822 4822 - N rn W - eT rn n rn 110 r` F-; co co n n co r com rn oCr OsN �� �� D ao o n Dco � rn ro r-, Low t N r � ro rnAA .10 � aO (C) � �� t� t 7 7� �T � o rc0r n �l)0rn01oOf ON �TN �N ap y ap a cow00 Cp (>U W � Oi Of) � � O) tT Oi tT m(71 O a r iQ� ;Oi �01 01 n Qj � O m � a0 � 00 � 00 O o0 � � O ��O r O O Q p O O O O ' O H O O� O� � O� O� O� O� o� O� �� �(V � �(V �(V �N �(V �lVN N N NN NN N N NN N NN N N NN M N N N N N M M N cN N NM NM N r7 M M �M M M M Y) 7 7 7 7 11) �M �M MM Mro MM r, 71h n �M r-)AM n 4820 oto ato ato aoa� ato ato oto oto oto tq ato oto d co a d t °t°d oo d oo �t CO oto ato ato ato atG atp ato It °� °� °� co cool 000 co co 4820 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6- 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 REVISIONS NELSON PROPERTY LARAMIE DRI�E BY JLL DATE 5 10 95 DESCR PER OWNERS REQUEST DATE: 4/13/95 DRAWN BY JLL 36 SHEET o/�/^G KERIN & CONSULTING ENGINEERS/PLANNERS R.R. NELSON STREET PAVING BY JLL DATE8/3/95 DESCR PER C.O.B. REDLINES By JLL DATE 9 13 95 DESCR PER C.O.B. REDLINES SCALE: 1"=20'H 1"=2'y DESIGNED BY:EPV/JLL CHK BY RTK ASSOCIATES 21 p.0. BOX E. D13n15 LLIVINGSTON NMONTANA A5904715 BOZEMAN, MONTANA 41 J'099 SHEETS CTs 8126196 AS-BUILTS S+ ? S W u STA 0+00 TO STA 0+92.JJ a r ) Q STA /t54.68 TO STA St20.00 LOT STA 1+59.75 TO STA 5t10.00 � P INSTALL J65.J2 FEET OF STD. J' INSTALL J60.75 FEEF OF STD. INSTALL 92.31 LF OF STD. INSTALL ° wTALL STD.C.0.8 C0.8 SIDEWALK C.O.B. CUPS AND CUTLER CB-5 TBC fL=4824.54(LOW POINT) C.0.8. CUPS AND GUTTER H40C STD. C.0.8. i• HANDICAP DAMP Ii4AlO1CAP RAMP RO.w. ROA � RO.N. - -EA6IWC SMdEMMLM -AV51ALi 1373 L>`1 ` INSTALL 2370 LF SULMILK SruK STA J+mn.w K W �1T SIR CA.B CURB - •• -OF37DZ'O.8 CORE- AT L WaB CUT - _ AND GUTTER Iw TBC=4825.36�` W?s,TAacRs \ IBC=4825.09 = 3 5.5' - - COP -- Op STA 0+91.31 INSTALL STD. 9 STA 1+59.25 EX WATER V1LYE BOX STA 3+80.41 VF1 - - ------ -- - � TBC=4824.32 G�oX MON. TBC=4824.65 F A L L O N STREET NEW RIM EL=4825.04 CC EL=482525 snR+SSTRIM£L3.31 W 9 a STA 4+633! WC 7' SIMN-5 RIM Q=4824.17a ! 00 O N N N N N W W cN W A A A A U N (P r } �- _ _ - - - - + ^1 t - � - - T _ - +-- -h } � - - - �W O O O O O O O O O 00 0 O O O O O O O O O O O O O O L'I"I SAWCtIT I-XIS71W ASPH AND CURB LINES TO 41` STA 3+05.47 WPC STA 3+56.08 MN1FR VALVE BOX -® 5A 4+P�1� g��EX WATER VALVE BOX (n WATER VALVE BOX "� EX. SSMH-I NEW RIM Q=482505 SIA 0+92.3!(FALCON) x CL Q=4825.33 T8C=482542 SSMH-BI RIM fL= 482516 NEW RIM Et= 4813.93 - ----------tx�ne �. _- - -_. ---. Fnv. -------- -------.. .._..-- I �78C=4814.99 •�' C8-4 W Q=4824.54 W 1BC=4824.65 STA/+59.74 Ta STA 1,111a IBC=482184 STA 3+36.05 HXW POINT 5.5�C8-6 TBC Q=4mm(LOW POINT z EA7SIIIC sm1W/! - W/5-TAPERS g�,4YK =48254! SLCIIXU( 15R SLC1wlK _ _ _ _ _ _ _ _ _ _ _ J Rat RO.w. INSTALL 23.67 LF _ ' INSTALL 2J47 LF ROW OF STO. CO.B CURB a OF S1D. G0.8 CURB 1 STA 0+92.31 TO STA 3+56.06 STA I+48.8B TO STA 3+6065 AND L.'UTIER '^ I AND GUTTER STA 4+23.11 TO STA 5+20.00 INSTALL 263.77 LF OF SID. WALL 1 J 1.77 LF OF STD. I , C.O.B. CURB AND GUTTER C.O.B.SIDEWALKI �- INSTALL 96.89 FEET OF STD. LOT J! � p ° a C0.8 CURB AND CUTTER A Q LOT etz gi STA 4+18.67 TO STA 5+20.00 .34 no '^9 `" INSTALL 101.33 FEET OF SID. 35 I cG.e. s>tT�weLR o tna 22� v,H V (C�3 �ZOI m� 6 C.O.B. STANDARD DRIVEWAY AND FLAIR, is I a - o o WITH INTEGRAL SIDEWALK SECTION TO E 1E o LOT 3-A VALLEY UNIT o (PHASE 1) BE INSTALLED AT TIME OF INDIVIDUAL ��„ II yN IP n � LOT DEVELOPMENT. INSTALL CURB CUTS ONLY, PER THIS CONTRACT. �# b ti SCALES: LOT 1" =20' HOR � �ow 2 VER 35 J I I 4830 4830 cl cl a 48281 W a 4828 JPl S A=3+42-9'04 �" VPLE_- $25.52 ^z o U Z a �aaCD : LI- - - - - CJRV 4826 -- +INt =s, 4826 _ IIW VW uj 0.4990% 4624 - -- -- ---- - - �95017e W 4824 STA 133' ,� --- - v EL=482 .ze CURVE LEN '00 W 4822 K=so.4z 4822 II a u J 4820 �U-- 4820 Q I I 4818 4818 -_ j 4816 4816 z 4814 w - 4814 c0 w NOT- iA� r v a)p� - t ��rb O O aD00DD rn01rn01o000 vNL�IN�,MMM t v d nLA n1AMtD�tDrn1�I t� DCO DOD�o01�Of nO DO n� n� nN�N�M�M ►7rn c� �M�M�M�NcL� ���tOu�Ofu�OD n00 nllcoIO IOLOT-�i d oodaDiAoolA IA r)17 raj M)n 17 1'M Mj�t t d d� �t t d d �t t �t '�t 'd '7 4�t 4•ct n I'M*M rM M 4 I��M In r7 1n r7 In ro In T-)1C1 ro LC)�mi I")LC/�ICI vi In'6 W)raj In n IA n W)M 1n�In M 1n r)1A n 4�4 M 4 M d M d Ki'i In 't r-)��LvNLvNcNNc�Nc,,IN Nc4cjNc�Nc�Nc�Nc�N �N �N vN vN vNc�Nc�NcvNNNc4NNIl NNNIllNNNNNNcJNcljNc�Nc�NcNNcNNc�N �NNilC4c�lNcvNcNNNNNNNNNNNNNNNNN'llNCNN 48,2 ��wTw1001001w�W�040010010404040�0010�0�00T00T040�00�0�0�00100000000001000000000000001000000�co0000000000ODc�c�coTc�co10�0010�0�00 00TO�001� 48,2 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 REVISIONS NELSON PROPERTY FALLON STREET 37 SHEET BY JLL DATEZ3/9 DESCR PER C.O.B. REDLINES DATE: 4/13/95 DRAWN BY: JLL KERIN & CONSULTING ENGINEERS/PLANNERS BY JLL DATE 9/13/95 DESCR PER C.O.B. REDLINES R.R. NELSON STREET PAVING BY JLL DATE DESCR PER C.O.B. REDLINES SCALE: 1•=20'H 1"=2'V DESIGNED Br:EPV/JLL CHK BY RTK ASSOCIATES 219 E. BOX 131HALL BGSTON. , NTA ANA 59715 BOZEMAN, MONTANA SHEETS 4I P.O. BOX 1315 LIVINGSTON, MONTANA 59047 3099 CTS 8126196 AS-BALLETS U� U� PEN SP ARK ��� LOT, LOT STA 5+20.00 TO STA 10+40.00 PATHWAY STA 5+20.00 TO STA 10+40. 32 ` INSTALL 520.00 ffET Of STD. INSTALL 520.00 fEET Of S7D. L Tf 31 C.O.B. SIDEWALK /� CO.B CURB AND CU11fR O i I• �t SrA 5+ffi.43 RO.w R.O.w. LL- roc I� uxtwuR _ 1874.98 snLtruXK/ saEMVK to SM srA roaro79 vaLlrltK STA M7AU GYRE Crq - w/s.rom 78C=4815 JJ / 5.S, )IV m6m am cur CL -- - - -- --_� w/s rArcas IBC 4826.70 48104 -- - -- - - STMH-s RIM E!-4824.89 M51ACL SiU. COB. �: /:; STA 7+78.65 WC _:._- --------. CB-7 78C fL=I82z66J(ioW-P17A'JI)� ._ _ _.. .... .....__ IW 0- 84NGW.w RAMP ; i c\a\ft-46z675 J0' F A L L O N STREET SIAIH-7 RAW EL=4B26.J5 STMH-8 RMI EL=4826.J6 '�=n cn in V+ N _m m m ^-'��---mF m / 7 \ } - W _ _ co _ e - -m - F -+ w V/ - A m W O N O� _ O N m 11}+W O N m W O N A m W O W O O O O O O O O O O O O O I LLJ WATER VALVE BOX J7' Z RMI f1-48TJ9J STA 5+6J31 YPT EX. SSMH-2 NEW RIM fL= 4825.54 / INSTALL STD. CO.B LW(15SM4LLk � EX WATER YALYE BOX STA 9+0761 HNC CL E(=4824.75 / - 3M PLASTIC OR EO WALENT NEW RIM EL-4816.6J EX SSMH-S NEM ---F - _. _ ............. _ Frn F0.°. a f(=4826.77 /CB-8 TBC L7�4826.6J(LOW ANNTI LAJ STA 5/8243 70 STA 6�TJ.93_-� _--------__ --- Z LOW Pg7VrEop 1BC=4825.3J / 7 ::: INSTALL STD.C.0.8 5.5' STA 8+40.74 HXYI POINT STA 8+78.65 W1 TBC=4826.64 'iS,TA 9+7479 r0 SrA I&I- TBC=4826.10 - U SALIIIVK TBC=4824.98 w S'TAKRS .Sam" 11 HANDICAP RAMP = _ - - WSTAl CURB CUT >rl s' J SLYINU! / svnm/r .9VOKK Q LOT - - --- - / WATER VALW BOX�� R.O.w. Raw - - +--- _. - 34 STA 5+10.00 TO STA L0+40.00 �i I STA 5+?O.OD 70 STA 10+400o L07 LOT/ INSTALL 520.00 FEET OF STD. INSTALL 52000 FEET OF STD � Q 34 C.O.B. SIDEWALK COB. CURB AND CUTTER 33 OPEN ;'S ACE 10L T )4 NOTE: I >� C.O.B. STANDARD DRIVEWAY AND FLAIR, WITH INTEGRAL SIDEWALK SECTION TO BE INSTALLED AT TIME OF INDIVIDUALLOT r SCALES: ONLY, PER OTHISNT.CONTRACT.L CURB CUTS 1" =20' HOR 1" =2' VER 4832 4832 I c1N 4830 4830 N.W � '. 'd I STA=8+28 5 i I EL=4827.2 u O 4828 O C RVE LEN=10 _ 0') 4828 FI ISHED GRA E LLJ -0.86?9 4826 Lj w 4826 7PI STA=9 94 6' _ - EXISTING RADE � ✓Pi CI.=4r3 fi 27 ^j J �- :;Ui?vL LLN 174 4824 w _ - co2.s' 4824 JJ VP' STA=5+ 3.31 u VPJ EL=482 .28 a - CURVE iLEN 100 4822 K=6 .42 `% a 4822 4820 4820 4818 4818 z w 4816 w i _ 4816 CD d t tt7 to to t0 ^ CO O. O N M d tolul it t0 h O Of W 0 ' O O O O� Os O oD n n t0 O t0 to O tC CU I'll 0 Lo tD t0 n O Of OF �t d 1t7 t 1A IA t N tf) t to 1 1n It7 IA t tD tG d tC <G 0 0 0 W to 0 (G tC I� r- P, I� 1� cD tG tG o tC 0 0 t0 (O t0 0 co 0 CO to t0 t0 co (D t0 CN N N N N N N N N N N N N N N N N N .N N N N N N N N N N N N N N N C4 N C4 N C4 N N N N N N N N N N N N N N N N N C4 N N 4814 l It� t1t� t� t� uw � t� 00 t� t� t� � -4 c' l 1 T oo ao ao ao � 4814 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 REVISIONS SHEET BY JLL LATE 8/3/95 DESCR PER C.O.B. REDLINES DATE. 4/13/95 Dy,yN BY: JLL KERIN & CONSULTING ENGINEERS/PLANNERS NELSON PROPERTY FALLON STREET 38 BY JLL DATE 9 13 95 DESCR PER C.O.B. REDLINES R.R. NELSON STREET PAVING By JLL DATE 10/5J95 DESCR PER C.O.B. REDLINES SCALE, 1"=20'H 1"=2'V DESIGNED Br:EPV/JLL CHK BY RTK ASSOCIATES 21pO. BOX D1315 LLIVINGSTON,NMONTANANA59047t5 J094 4I BOZEMAN, MONTANA S"EFTS CTS 8126196 AS-BUTLTS I I I Lor,� 32 STA 10+40.00 TO SA 11+54.79 SlA I0+40.00 TO SA 1I+50.49 INSTALL 114.79 FEE!OF SID. INSTALL 110.49 FEET OF STD. COB. SIDEWALK C.D.B. CURB AND GUTTER a W ---- -- -- - — EX STD. C.A I R.ow - IBC=4816.64 - TO --. TBC=4816.70 79 Sr 5[4tvK SIA 1�81.1 WTI Ralr 4827.12 $.S' 1 HANDICW RAMP 00 4k1MX .Saw" — — �:- -- — ..._.----YLP CB-7IEiC-EL=I8Y6.6d_fL6W-POlA7J� _ /'� rao I W SIYH-7 RIM EL=448926.3$ O V SIYH-8 RM EL-4816.J6 lNSTALC STD. C08 MON. BOX STA 1I+50.*9 CONNECT TO EX. W F A L L O N STREET NEW EX WA IER RIM Et=4L W BOX 482748 CURB AND CUTTER IBC-481778(A�- "') �� STANDARD C.O.B. SIDEWALK TO BE +_ Z _ _ _ + +p INSTALLED IN STANDARD C.O.B. w o N A Of W O N Oi =I 0 0 0 o 0 0 0 0 0 o o o o 8 o LOCATION ALONG THE WEST SIDE W 60'R/W(IrR) JT 0I OF FOWLER AVENUE. Z CLArL+07�FPC— -- - ��9+lC8 >oT BC rot%48266 (LOW PoYNI) EX-SSYH-JET RIM EL=4816.65 55 30 f� CM AND GUTT£RT8C=4 779(AS-dui COWCT EX, (920.75 LF TOTAL) J -- fop --- +� __ IBC 4826.64 AISFAL Ct"CUT IBC 4826.70 SK1EWAlR SVEN" ISM. I I W H R.o.W. R0. EX SI Q 1 h4MW ` z LOT SA 10+40.00 TO SA 2 �'I 33 SrA 10+40.00 TO SA 11+53.60 INSTALL I09.I0 FEET O �`4 > INSTAL[ I1J.80 FEET OF S1D C.OB. CURB AND GUTT 4 I Q C.0.8. SIDEWALK ~ ^x> W NOTE: C.O.B. STANDARD DRIVEWAY AND FLAIR, C WITH INTEGRAL SIDEWALK SECTION TO I G BE INSTALLED AT TIME OF INDIVIDUAL LOT DEVELOPMENT. INSTALL CURB CUTS SCALES: ONLY, PER THIS CONTRACT. 1" =20' HOR 1" =2' VER 4834 4834 4832 4832 4830 it I' j 4830 --- 00 4828 M FINI: IED GRADE 4828 4 - 826 v 4826 W VPI STA-9 94.61 m �I Z VPI CL=48 6 27 ^i CURVE LEN-174 4824 k a 112.61 w 4824 If n n Q 4822 iE 4822 I I I i 4820 4820 I,z w I N 4818 X z 4818 II w Q1 cO cO cO U Op O N N cO DO c0 61 01 rn 01 O1 O O O O O O O O N M <t to cO t0 h c0 m O O O Lb ri ri ' Sri Lc) ' L" ' "i co co D q cIi Lp . . '. co co cD 6 6 ' co 6 6 cDi N NN N N N N N N N N N N N N N N N N N N N N N N N N NN N N DO Lb 00 00 Lb DO co 00 00 00 00 00 00 00 00 00 00 00 00 00 00 DO 00 00 00 00 co 0000 00 00 4816 ' <r � It It It It 't <r <r <t � 't � � � <r -t a It d a <r 4816 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 REVISIONS NELSON PROPERTY FALLON STREET r SHEET BY JLL DATE 8/3/95 DESCR PER C.O.B. REDLINES DATE: 4/13/95 DRAWN BY: JLL KERIN & CONSULTING ENGINEERS/PLANNERS 39 NO. BY JLL DATE 9 13 95 DESCR PER C.O.B. REDLINESE� R.R. NELSON STREET PAIVING BY JLL DATE 10/W/95 DESCR PER C.O.B. REDLINES SCALE: 1 =20'H 1"=2'V DESIGNED BY:EPV/JLL CHK BY RTK ASSOCIATES 219 E. MENDENHALL BOZEMAN, MONTANA 59715 41 P.O. BOX 1315 LIVINGSTON, MONTANA 59047 BOZEMAN, MONTANA J094 EETS CTS 81261.96 AS-BUILTS I 81 12 36" O RCPA WITH TOPSOIL 3' 5' I 10' 2' F RED END SECTIONS I 6 6.-15' 6' _ — 36" EO RCPA WITH OQ r:lSLOPE _FLARED END SECTIONII=II�II�I _ \J Y -- - ----- - ---- D NSTREAM CHANNEL Q 2> g - -- --- - -- - -�- \/ Q // // // // // //•// // \\//\\//\ \\6" OF 1 1 \\ \ \ \ \ \ \ \ \ \ \/\/\� /2 RIPRAP BEDDING, N /\/���//��//i\/,�///\//�\//i\//i \�\\ TYPE "L" RIPRAP �q Q TYPICAL CULVERT OUTFALL APRON SECTION "A" RIPRAP CKNESS ON CHANNEL NOT TO SCALE FLARED END CTION SIDE SLOP TO BE 14" TYP "L" RIPRAP /� % SMALLER THAN INTERMEDIATE ROCK d50 GIVEN SIZE BY WEIGHT DIMENSIONS (INCHES) (INCHES) TYPICAL CULVERT OUTFALL APRON 70 - 100 15 PLAN VIEW TYPE "L" RIPRAP 50 — 70 12 9 35 — 50 9 NOT TO SCALE 2 — 10 3 .5' 6' TOPSOIL .5' —fill? 3' O 3 TYPE „L„ R I P R /�\/ /�\\/�\\/ / /�\\/�1\ MINUS 8" WELL GRAD L) 36" EO FLARED END 1 CHANNEL LINER (PIT RUN) RCPA SECTION 6" OF MINUS 1 1/2" RIPRAP BEDDING TYPICAL DITCH/STREAM 1.5' CHANNEL SECTION //\//////// •/ •.:' .o / II / �l'l/ p�CSC� OO O0 NOT TO SCALE 2T. QOO~JO�J WATER SERVICE z \ 18" i / 2' 10' CURB STOP STATION ��/ ` 5' 12' KEY ai < o I ¢o � < � io w 1 9 WATER SERVICE US 8" WELL GRADED a CH EL LINER (PIT RUN) TYPXCAL CULVERT OUTFALL APRON WATER SERVICE CORP LOCATION SECTION B CURB STOPS AT SAME STATION NOT TO SCALE NOT TO SCALE REVISIONS4-5-95 JTK DITCH/STREAM TYPICAL SECTION SHEET FfY EPV DATE 9-13-95 DESCR PER C.O.B. COMMENTS DATE: DRAWN 81': KERIN & CONSULTING ENGINEERS/PLANNERS 40 No. Ely CT$ DATE 816 96 DESCR AS-BULL ASSOCIATES AND RIPRAP DETAILS R.R. NELSON By DATE DESCR SCALE: NOT TO SCALE DESIGNED BY: EPV, CHK BY RTK 219 E. MENDENHALL BOZEMAN. MONTANA 59715 BOZEMAN, MONTANA 3094 SHEETS 41 P.O. BOX 1315 LIVINGSTON• MONTANA 59047 h % I—m ' Q) MISREO CONTCLRS IYp - III • � I ` I i I'lu I I r� I FaW O I .. O 29� ApUR 00 428 _ -ae2s a —c--483Q �2Qa } ---- ._ - ` �` I' * i 4831-- �' I I� � ! I� i j �� _ 4832 _ .``�� `,� I •I a� _-- _ _ !828 Q \ O� �_ I ,� Vcn o I 1 _"-`_ - '- I 4e?? o 'Y �?i__;8'J`S_. • \` I' 100 W w T s LL 1 1 I I m (n n ti �j 4, Q h I SCALES: 1" -40' HOR 0 1„ -4 VER I NOTE: SEE APPENDIX "D" OF THE DESIG REPORT R REP OPT FOR BASIS OF 100 YEAR FLOOD. 4840 4840 O O 4836 00 4836 I1 � W O 1 4832 , I 4832 _ st kW APO ALi _ IOp.YEAR FLOU .E'l,C - - - SEE rAl( 1 C MEET 0 n 4828 a- ` -- -� �C 4828 0 Lr J' 2k,A — V iH FLNIE E O IONS b ioi ru`2.86:I � __ 4824 � . IP3 1 W 4824 SH o A H d — F T AS.R,k [.Sii 1 ON E OF 0.6Y,. �IX,N 193;F' oru 48204820 Ym w Fris m� sHdr a Yw -a77 Ld 31—S I 4816 4816 4812 o 4812 � LLJ z - a 4808 w j 4808 x TO cO 01 I� c0 m a0 O d I� r V) M O O r l0 00 to N M EO M O I'7 d 01 00 N 1 d c0 r O O � d- 00 O r7 I- cV M n n I") N cD I� n c0 t` r7 O M 00 N N '<t 01 O 00 O M To N N 't O 4 O r7 00 rM 00 N r r Eo O Ln O to 01 LI") 01 In 00 � 00 n r7 c0 17 Lo N In N � N r7 N O N Oj O Oj o I'M r'7 M P� r'7 r'7 rM r7 Ih r7 IM W) M N r) N M N Ih N I") N M N r'7 N M N N N N N N N N N N N N N N N N N N N N N N N N N N N 4804 00 00 00 a a CO 00 00 00 00 00 OCT 00 00 a w a a s a 00 00 OCT 00 00 a d 00 00 00 OCT 00 00 00 a 00 00 do0 4804 0+00 0+80 1+60 2+40 3+20 4+00 4+80 5+60 6+40 7+20 8+00 8+80 9+60 10+40 W REVISIONSNELSON PROPERTY REALIGNMENT OF 41A $No BY EPV DATE9-13-95 DESCR PER C.O.B. COMMENTS DATE: 9-13-95 DRAWN BY: EPV KERIN & CONSULTING ENGINEERS/SURVEYORS/PLANNERS R. R. NELSON DITCH/STREAM SCALE DESIGNED BY: BY C.T.S. DATE 9-03-96 DESCR AS-BUILT$ H J"=40' V J"=4' EPV ASSOCIATES 219 E. MENDENHALL BOZEMAN, MONTANA 59715 BOZEMAN, MONTANA AS-BUILTV 3094 SHEETS 41 BY DATE DESCR : I I O00 ' + O - D COW ORS TYP r r` O m FI H£D CONT` ', lYP m- < I Q Ory ola Id-m I _ - 4819 4815-4 B14 1� Q "{t tea ... _� {• :-',,R 4: 100 YR F1 n PD PLAIN o f — 1 � I LLJ Li z =� 100 YR. hOOU ';ArN ' Q p f. J r II L SCALES: Q - NOTE:' SEE APPENDIX 'D' 0 THE DESIGNI REPORT REPORT FOR BASIS OF 100 YEAR FLOOD. I I I i II j ill i I 4832 4832 � I II II O 4828 4828 00 - O 4824 4824 I 4820 Q 4820 V gar*--� o_� 9e m r+[n 4816 4816 Q ° a' v:n nARro rNn sE =1.09 1 i F— R1 AR pU1EA 4812 4812Vig W �� APR E OE iAL T" 4 4808 808 Ljj o I Q ly LLJ 4804 4804 3 --_-- z \ o rn U) U o — I 4800 ~ x I I 4800 w o M rn o aO rr 0) 00 0) 0 p Un p 0 1� cD u) r r r7 N r aO M co 0 0 ri �0 0o of r� a6 Eo 00 Uri r- E Uri Eo 4 Eo Ni 00 o N N U 4796 � a It � a It � � � 1* 1* a It � It It � 4796 11+20 12+00 12+80 13+60 14+40 15+20 16+00 16+80 17+60 18+40 19+20 20+00 20+80 21+60 REVISIONSNELSON PROPERTY REALIGNMENT OF 41B SHEET BY EPV DATE9-13-95 DESCR PER C.O.B. COMMENTS DATE: 9-12-95 DRAWN BY: EFV EZ KERIN & CONSULTING ENGINEERS/SURVEYORS/PLANNERS ELSON BY C.T.S. DATE 9-03-96 DESCR AS-BUILTS H 1•'=40' V 1"=4' DESIGNED BY: 219 E. MEN DEN HALL BOZEMAN, MONTANA 59715 EPv ASSOCIATES BOZEMAN,NMONTANA OIAS-a�S" 3094 SHEEfS 41 SCALE: BY DATE DESCR LEGEND _ l LL �,o�Movr ® EXISTING SANITARY SEWER MANHOLE (.n Q- [i D 0 A I 0 MARK EXISTING SANITARY SEWER LINE M O0_ I I OFIANOLER No. 95180 EXISTING WATER MAIN Scale In Feet �y 4�Z6/2O O 30 0 30 W o 0 Y� T '! fclsi --cns— EXISTING GAS LINE a) y-A M EXISTING HYDRANT Scale In Meters v O A Sheet 1 of 1 EXISTING WATER VALVE ti y .w.s EXISTING SPOT ELEVATION r - _ — _ _ — — 1 52.34 —— — — �n� C N m 8 .(64.5) PROPOSED SPOT ELEVATION PROPERTY LINE r01 Public Street and UtilityEasement Z > ) 8 ADJOINING PROPERTY LINE w P. m LL r v1 per Doc. No. 2103144 D • ' . — — EASEMENT LINE o CO— M S �FDGE OF`PAV€M€ T o 1 L YARD SETBACK LINE Q�� A� m � '�v PROPOSED CURB —r �24.5' D ING BIKEPAK1EiP erguso q f I a PROPOSED SWALE/RETENTION POND CONTOUR r I 1G_LAB._NE v U s 6 Z M I� (COLL TOR A C € M b` LU IKE LANE SIGN 5 B LEVAR6 N a ono ' ELD S go 1 �nm 3' ASPHALT PAVEMENT O Z 0 W o _ _- _ - - - 51.72 01'12'2 12 OF 6 MI 6 ROAD MIX SIDEWALK ^' �Cj~ - - - - — �� o 10' S' 8' ��0.5' 15' - - - '- - - -- - - - NON_D N 30 9�h r C W DRIVING BIKE PARKING BLVD 5' % J3s ,S 9, ELEV=93 o 40 - 1' CENTERLINE STRIPE T C ELE`S= .74 45.5' 66� 9 ,, H EXIST.r/ =9 78 o r 06 v O v CROSS SECTION R �d 1 m W - a r W�y SCALE: NTS m in —M A D of e^ I Ir- 1 A Zoe L m m A ri INSTALL 36" STANDARD STORM DRAIN INLET C \ �o - a PER C.O.B. STD. DWG NO. 02720-1 �' Z qD Z _ F Om ~m — �``7y\O -4 ' 35 LF OF 12" SCH 40 PVC ® 0.86% FL=93.7 ° FL=94.0 BOT. ELEV=93.5 ��� G Q `L JQ- STORM PROFILE ��, ��°�� �GJ��9 "v \o W �O SCALE: NTS C�P���O IlK BENCHMARK IOP NUT OF HYDRANT AT NE CORNER OF INTERSECTION OF GALLATIN GREEN �L P'�G 49 �►/ BOULEVARD AND BAXTER LANE. _LEVATION = 4703.50 FEET (CITY OF BOZEMAN DATUM) 4700 STORM WATER CALCULATIONS w 24.5x2Ebx POND 1 'xl6'x 2.3 E Fi z -1.18% QI PROVIDE POND 16'x16'xt' DEEP Vol UME=416 CU FT J 4695 � --- w O O w a O GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, un MPWSS 5TH EDITION, MARCH 2O03,AND THE CITY OF BOZEMAN MODIFICATIONS o TO MPWSS 5TH EDITION, DATED JANUARY 2004 DATUM_ELEV 00 FTl 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS 4690. hrTw�l- a SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER O, O a AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. O 00, 06 DO r- (6 r 3. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT O C)), O O O CT1 ^8 TO THE ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., t` (OI tD cD O t0 t0 CO FOR ALL EQUIPMENT AND MATERIALS TO 8E USED ON THE PROJECT. �} It qt INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL o OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. Drawing Date: 1127106 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES 0+00 1+00 2+00 3+00 PRIOR TO THE BEGINNING OF CONSTRUCTION. ro S 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN FERGUSON AVENUE CENTERLINE PROFILE AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. .O m 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION q OF THE CONTRACTOR. SCALE: 1"=30' NOTE: TOP OF CURB IS 0.28' BELOW Z OF FINISHED GRADE A,S'—B�LpJI[,'I' 7. TRENCH BACKFILL SHALL BE TYPE A. � /� 0 0 8. USE TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY THE ENGINEER. ZLO 05278 LD