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HomeMy WebLinkAboutTrakker Building - Baxter Meadows - Approved Plans J BAXTER MEADOWS SUBDIVISION � J TRAKKER BUILDING JULV 2002 NL - J J J OWNER: BAXTER MEADOWS DEVELOPMENT ARCHITE%.. r."'OLLABORATWE r-'=SIGN ARCHITECTS 2280 GRANT ROAD, SUITE C i P.O. BOX 80467 r BILLINGS, MONTANA 59108-0467 (406) 248-3443 FAX (406) 248-3765 r :IVIL vNOINEER.- ROBERT PI"'Cl ^I AND ASSOCIATES 825 CUSTER AVENUE P.O. BOX 5653 HELENA, MONTANA 59604 (406) 447-5000 FAX (406) 447-5036 TABLE OF CONTENTS SHEET INDEX AND GENERAL NOTES G•1 TRAKKER BUILDING SITE PLAN CS-5 ABBREVIA1IONS AND LEGEND G-2 TRAKKER BUILDING SITE PLAN CS-SA W VICINITY MAP G-3 TYPICAL ROADWAY SECTIONS CS-6 CONTROL TRAVERSE AND CONTROL POINT COORDINATES G•4 TYPICAL ROADWAY DETAILS CS-7 WATER SITE PLAN C1-0 INTERSECTION DETAILS C" BANTER PARKWAY WATER MAIN PLAN AND PROFILE CIA ROAD SIGNING AND STRIPING PLAN C6.0 W 5 U r CHAROLAIS AVE. WATER MAIN PLAN AND PROFILE CI-2 TYPICAL SIGNING AND STRIPING DETAILS C&I m F— j TRAKKER TRAIL WATER MAIN PLLAN AND PROFILE C1.3 = 0 SANITARY SEWER SITE PLAN C2-0 BAXTER PARKWAY SANITARY SEWER PLAN AND PROFILE 57A. 10+00 TO STA. 23+00 C2.1 O r BAXTER PARKWAY SANITARY SEWER PLAN AND PROFILE STA.23+00 TO STA. 36+00 C2.2 BAXTER PARKWAY SANITARY SEWER PLAN AND PROFILE,` TRAKKER TRAIL SANITARY SEWER PLAN AND PROFILE C2-3 C2.4 U p Qq TYPICAL SANITARY SEWER DETAILS STORM DRAIN SITE PLAN W-0 STORM DRAIN PLAN AND PROFILE C3.1 STORM DRAIN DETENTION POND C3.2 UTILITY SITE PLAN C4-0 L TYPICAL UTILITY SECTIONS C4.1 g. ROADWAY PLAN GRADING PLAN CS-0 t BAXTER PARKWAY PLAN AND PROFILE CS-1 CHAROLAIS AVENUE PLAN AND PROFILE CS-2 ; TRAKKER TRAIL PLAN AND PROFILE CS-3 ALLEY Al PLAN AND PROFILE CS-4 Q GENERAL NOTES I O[NINAL NOTES, A40 LEGEND FOR SNEEIS INVI.ANM. UTAt "CW"' ARC SHQWN ON THIS SHEET . 1 CCM.TIIACIOR 5HALt CONIACI rNGINEER rON ANY ABBREVIATION SNDWN HUI 1I01 UNOERSIOUEI MAPS OF fVSIANG SIT( DATA WERE COMPILED FROM FIELD SURVEY A mropmAllON OQTAINfD TNrpl 11OPERT PECCIA A ASWC7AIE'_ (RPA) • tl(VATONS • ••01►MJDNTAL CONYRTA $New^ ARF BASED ON tOCft DA" AS (STABLISOOED Of *PA S KNQ.MARwS SEE SAftl G-A 'OR LOCSI106 A 101 CONTROL IMdIR1ATtOft �^1 A A1H 44 TIQIRS N011t[ BASE LTNE 000415 M DT•4A Cl"TTCAL NCIF+1IONIA► CCkIROI MA♦ BL U$I&AKG I" THE [4GAIEfA At A NORTH/EASI /ORIAAT COGRES`O }IT NG WFN TW Z . CONINCl POINTS �p WALI IK EMCEE In EMIPI• ATML KB +.[N1 PIONTS FCIR COdIRLIC110111 Z / IXISIINC UNDERGROUND INSTALLATIONS A P111VAIJ UTIIITES SI-CIVIN AR( /NVM 114E BEST INFL-AMA7.)N AVAILABLE A.CCUILACT CA SUCH tTrMWAIION IS 407 GUARANTEED A "A" BE VERIFIED BY TH[ CONTRACTOR SERVICE LINES (ORR•GAT1014. DATA, WAIER, POWER. COMMUNICATIONS, !AS, STEAM A SER(N) MAV NOT BE STRAIOII ID(PTN NOT EVEN) OR AS INDICATED (RV TMI PLANS THE CONTRACTOR SNALL CALL EACH U741TY CDMFANY NCFORE EXCAVATION T14 CONIRAC100? SHALL BE NCSPDNSIBLE FOR A►I UTILITY IUCATES . B THE CONTRACTOR IS NEOIARED 10 POWCIIIM THt IOLIO•RINC TO PRDV101 Ab01'TI0NAL PRUIECOOON A REDUCE THE CHANCE OF UNSCHEDULED DISRUPIIU4S OF UTILITES. s A C047SACIOP IS REOU<I(D TO ILIENTLY ON TN( SURFACE Pf4OR 10 IRCAVATICW, USING SORAI F'Awl OF O1NER MEANS All UNDERGROUND CCWW/NICATION SYSTEMS 11 l T*4 CONIRACTOII Ti•ALt M•PIIA_ti II�S MA"ohit SYSTEM 1NFQ/G1•Q)T TIIf CONSTRUCTIOI NNtASE J a B CONTRACTOR IS O(OANE0 IC IMAO PAAIAIpG LAP[ OF P%0vv E OTNRA A[ASOrAaf Wilt WAS#AES OM ALL EX1LTt9ED COMAOUTACATOV SYSTEMS /'Q0k16tOUl M1{ m CONSTRLC-9000 P•.ASI K X Att RELMATED OR POSIONSID UIILITIFS MUST N(MA14 ON SERVICE ANT pSCONNEC1Kw5 CIO IA41110INUVTIOIS SKAkL EK C0000MAi[0 MTh THE K%FfC11VE U1R,IlY CONIPAAKS Q IFi AIL CONSTRUCIION "K SHALL BE COWL[TED N ACCORDANCE MTN IN[ CONTRACT SPECIFICAIIONS QY A ALL ASPNALT, CONCUtTE. CURBS A SIDEWALKS SHALL K SAW CUT OR NEAT CUT BY A METHOD APPROVED BI TtI( INWNCEF II 101E LOCATION, DEPTN A 101E OF EYIS1.wG U10TICS SNOMN ARE APPNOXIMAIF (STE NOTE 7), IN( COMPACTOR SHAtt KPIFY THE EXISTENCE, LOCATION. DEPTH • SITE OF ALL Q UtkillES PRIOR to CONSIRVC11GN 14E CONTRACTOR SO"tt 01 Salty RESPONSNNLE FOR ANT DAMAGE tb THE EXISTNrG FACKItlES DUE 1D IA4URC 10 LOCALE UTILITIES CO <m ILAP11twiltT PRDIECT'WG tH(Sr UIIUTtES DAAIAa TD CAB NhJ CABLES MAY RERE 14 CONIRACIOIR t0 PAY 1.TE CDEI OF •NE REPLACEMENT BEIWEEr NEAREST TERMINATION e►OCRS, mm I.P PEDESTALS PLIL41110R(S, WftEbw% ETC-1 TOA UT&Mf LOCATES COVIACT 6041"0 CR4 CON/ ERS►ATptR AT 1-BOG-AJ+•:?SS IB.INICA 04 LOCATING) • ALL OYMCO UYLIT• 00*4*'j NAOT SERV=G S/ W CALL 11 ITORM DRAW. SAIAIA*? SfIKS, AND NATEA I.T[S SMALL BE SLOPED AT A Lr•AAORAT GR&M BCTNI(N P[VATIONS SMCNM/ ET: r13 THE CONINACIOR SMAIi SUPPLY ALL NECf SSART FI1TgvGS. COUPt INGS • 5i'00- VOICES FON CCWN(CT/NG NEW uIlLOOES 10 IAISIwG UTIL)TICS 441M PLANS MAY NOT SNOW AU Cl •a REOU1RfD COMPON(NTS FOR MAAING THE CONNECTIONS pj-- IA 0'-6- DLPM Or Bu11V 10 TOP OF F1PE TOP WAI(P MAINS 15 1tI( MIN AItCIWED ACTUAL DEPTH 01 "IT MAY EXCEED 0'-IP IN SOME AA(AS VOL 10 EXISTING UTILITY CROSSINGS TCAtc n.ppA_ A ACTUAL DEPTH or BURY of CDNNECTWG TQ EXISTING TTIATER LINES I: WSTALLAI•O% A 1ES1M4 OF A&t WATER LINES. T,IIWGS A APPvRILNAAICES SHAH Of IN ACCORDANCE WITH THE CONTMACI PLANS III TIG SPECIrICANS � � I(- r"&VSl --SI%AWLS 100 1118,1141 P%fS SMALL EE Cf7A71iCCI£L OF CCAKRETf AS WINED W 101IS( VLAFS �A1 IT ALC EXISTING uTT41l(1 MAT AN TD K N[MOKO S►.AU eE CAPvtD A N•tvrG(p AT n.EA Cut l(AIWTATIOFT P004TS I.•••., p— a•A c: _ 11 CCMKRfrE SIDtt1•LAS Solo BE .45CNBED THIN THE LfTIER 'S' Al EACH L[fVE CR05SMC (J• LIT1tF S11C) _ _ M NIII FINE UEPAPTMENI ACCESS MUST BE FR (0 ONO 10 All BUILDING DUR S INC CONSTRUCTION AtrA•A/nccu A Aasacun• lr •O—_ _ C JO ALL CONSIRUCIIDN FILL CONFORu t0 MPW.S. A COB UODNICATIONS TO MPWSS. CHI►LN6NIA11"s IT. ANY EYISIINC OR N[W VAtVfS PMICw CC*415101 TNI CCM% WATER SUPPI Y SNAti K OPfRAT[0 RY roe PERSONNEL ON•I SHEET CCM1ITIACiCtp L/AIM VOW I TI.( MATER DIPAN1611N1 96 MI•Atl UM Ed 10 04MARS Ilk" TO 41TC-NNWG ANt dORI.- /\�� ABBREVIATIONS LEGEND DESCfIIPT1011 EXISTING N[W J Q AIIGLr Or OuLtclxw YAA YAIUMLIM ` A Al YC YECLANKAl COuotOX AA Alt A110LR1D wcc MO1pR COfITr10L ClNTER As ANCMOR "I. ACW!'iAT[ BAST MDT YCNIANA XPAAIWNT OF iFAM�jfOR'A?J� AC ASBESTOS CCMiNI MEW YCCnAIIICAL SIB:MAL(S Art ABOVE F"SNto $too" MFD MANUFACIURER — I1 I r AN AHEAD MC MILLION GALLONS aACK 0/ CURL, ^" fA Z At AU r/1ANUM MGU MILLION GALLONS PER DA uj (b ANC ANcloop MN IVAN"OEE rACE Of CURB INS AMEDICAN NATICAIAI 11A+IT1AWn f"IfFL111 YMI NMNYUM, WNVTf FDCE C/ PAKYfKT APMOY API'KIIIIIIAlfil IIJ MEC-AWAL JOINT - / 1 • AN Ifr Yf LEASt VALVE I+G MASOARf OPE"G AVl AV{ALA MPS YOIIANA PUBLIC N PEC9 DSKS SICA103ROS r'r_•T AAtM YIt MATEIRLAI, or [►llrt0 (LANCE 11SNW- MASOAIR7 off BELOW FIA1I,N ►LGO►I M AA MS IAItfuM R a SURFACE ATE O a6 DFV BUTARFLY� nVALK N NOR1 J►.TOVRS �`„AO-� M T 3 AK BACr NEC NATIONAL ELECTRIC CODE GAS L W 1� BlD. nukr+INc Nr FIFE HCrA - Z U 4 Ut1 Of NCHMARII K 1 C NOl IN COMIRACT OIF-RIKAD POKQ e Q r�)T ■ ov DALE VAEV! NLIMB[p SAMIARV %LIAR J v`r ^� ■ C EIYE/Vi, C)I+.AAOQt NPT NATIONAL PWE TIME AM Scws [ARv como"AIKW AA W.L(4r *%W OC Oh LYNTEI► SOTS • W OQ CAN CABLE TELEVISION CIf OUTBID[ /ACE. OVER�LO'� - -- CI CAST 004 ® 4 CIP CAST IRON PIPE CWE 1N►[T U Q o LISP CAST WON SOIL PIPE PC POINT W CUNVATURC (' C CINT[FILINE POR PUMPEE' GpANY STANGA/1E1 MILl1 CMr CCIRIIUGA110 W tAI MIDI PE PLAIN W I TERSPOLYE TION NE 11LEPHONIL I CAtu CONCRETE "AS!VVRT IIN11 PI P(iNT CJI INTERSECTION _ Up CID CLEANOui PI, PLATE (Sl(fl) PROPEQTY EMIT VA5I fICAOUND PONFR - - w— COK CONCRE TE PROP HALL PoOCERIT - PS Pump SIATIOV CPLG •(' 1GA7CD slEll •'A7 Py PQM6S P(R SQUARE "C" RATER =— - l CID CENTERfO FyC PoLw4OS PEA SOUAft NCTr, GAvCZ y pT FD cu Ctow. COPPER WT Or TANGENCY Cu __-----__ GVr POLYNNTI CHLORIDE PLASTIC WATER SERVICE f LV CyfECR VALVE PRESSURE RELIEF VALVE PRV FENCE LINE DEGREE OF CURVAIURL ' pH DRILL HOLE (SD}t BONING) G FLOW 5� 0+ DuCitE IRON R FAL`lU5 IA DOAMrTER REw r,FOOCED CCAICRETE "K aIM+ DUE:TrOOLL soft MECI►Aw-x imot Rcr RfVILA" A. r OLIC IILL IRCTN 0" 0/0 Pr04 T Or VA v r OSAIi, co-A RT PK?• PUMP OR AIN InIuRN I :. .'' i:= Ifl DRAWLING S SW TN, SANiIx„'��� AMPJ EAST, EXTERNAL CURVI UISIANCE SA SCHEDULE IA EACH E IEV [lEVA110N SD STORM DRAIN ' Etl EkrVAcm MAT SEE, VALL ENEI Of It f VC E KcAVAit SEC 1 SECTION r ASI L as TOG sow SIMILAR Si; SLOPE i.(I r&BRICA T104 SPO SLID PuYw DRAW ' sor SQUALL( rit" �. tLood COUPLING L ICOUPLINGSANLING ITARY S1Wl R- STAIMLLSS S1tll Co FLOOR C (AN CV► $ SOILS TES, ►IOL[. STREET 10 /EOCIA DRAIN 57A STATION TON rMNDATION Sto STANDARD fE/S FLARED END Tff-MINAL 11CIIUN 5T1 STECI. Sft[L PIPE FINISH GRAD!►Jlf HYDRANT GE T TELEP"COA. 1AvNi DSIANCI !CI+RV7 rN DETAIL AND SECTION CALLOUT IL FLAAKZ low7EMr'ORART BLNCN MApb. rU MEIN LOOKIBC TOP 9� a CUN3 I LOOK TO" TOTAL 01%AWC NEAC riA Ta ttoo or UIrICRl rI 71wo TEMPloATtIW! -SEC►ION 1f mp -COB (OT► OF eDZLMAN YDLlt�lTm0ft5 AD rl FOOT, FEET 1oD 1E5� , /' OR m MPW-,S - AID ED11a1� ' ric ►DOTING I' TEST PIT SY[Cl/KATI01 ! DEIAR Nwu(k �� OR G GA! IW TOP OF NAIL L_i MnW (I+Cw1ANA PUBLIC a+1n5 STAaOARp SFfCIFILATILNS - 1Le fTIIT1IMI) GA GAUGE TYr TYPICAa GALV GAI VAAHQEU OPY GALL0N5 PER upwill I+OC tNFDPM A LOM BUILDING COCK f m /AC LAVtr aaM A vMBRK CODE ' GSP GAtVhmmD S/1rI "n LrfOfRGifAIAO Q Gv GATE VAE K am ENIIG t�(R1T SECT-0w-' OWL, AVO o-m s�- W 110 mull ORA111 V VENT VOLT- VALVE DOC No r�Rf IS 9K7N Y < Hopt NIGH DENSPTT PO!r'T TrIY11N1 1KY1 VERTICAL 4 < "on HEADER ON DWG MMERE SECTION MCI HEIGHT w NEST. WATER CNI DE TAIL IS SHOWN NP NORSfPOWFR N/ W11F DWI. NO WN(RE TAKEN NWT NIGNWAr WHO WITrr(7U1 1K INSTRwEN1A11Il1N • I(.ITRU11 VIC WATER CLOSEI ID NSIO! OAK TER INC. 1IIELDED OWL(i w +rC)+ IRS WATER SkAWACE. NATEA STOP E M r✓Eu[NT WSP IIII1nO(C STEEL LINK INS1Y ion FIVJ AII*7tAN N'Ar WEIOED t11Rc FAORIC INV wv(R, *I pcp A IOINi A USED AS A VARIABLE Nc.tn M It R n I.V WA T I VD YAR[i L AI DATES NCA EYS MOUND► a L/• &-Ara too ff" V tdom rct7 - t► t1A1 I � AN1M Iif:CY A A/AOCLA AA ��y {/ CII/K EMGMKIpA I CoN1AC' 114 IN61NIf4 TIN+ Noll U11EL 1 �w ���„ SHEETS --- -- - - 1 .� / r DEAD MANS_ GULCH _ c r TRAKKER Ow � � �'���;�,, �?��f� ,♦�, � �'� _ ► �:. �`' - ' � f --�� sk- s Q BUILDING r —- _ ` C ER LANE, !� r i LF - _ R ST�I"T_ — DATES - Doss"T Pi CCU•4260CIATIS ,IL114(, 9lCON / crvlLtoumecws lJn"m SECna c SHEET] •. n goo Kx' r r w 3r1 `; P:1 F Q U CONTROL POINT TABLE F a: W 5 No. NORIMI"G LASTING [IEVIT1011 Pis ti aw' .T •f' E � 761. Sd - 4677:3 es :z s.- j — - ! x•f,t7 --- m e '.t.1 ss /e.•e9 P Z U 1 ;5 • . she - •i—�. e _ Q 6 5071976 1226.842 . 1 y J—Q $003345 661 704 ♦ O W 1469131 0 rQii 1 7hA o U1 We 2 - �+ • g 1 ♦ _ 19 95 ♦ i n a o -9 ♦7a_7� It 1 ♦ 14 I77 - ^'. - _ - - -- i i Gf J036 A t♦ .t ♦ 27 3162 2 • ♦ w z, y e 1 ♦ 20 �s 6744 ♦ ♦ 41 ♦ 472 _ ♦ t . i- ♦6 ♦• 1 76 .� 7 sq • __ ^ii�T ♦♦ S • 1 Y� , 1 73a7.3, it 642 ♦ Am 239 71 - 7ssAsl)•9� �T p(4�i Pilo Ip +rl;' I' Is u - - —p 1 none Ito -16 6t5 • tp � tt 749b tar� .J96+026 r 1 t - St•US 1 46Il 441111 • 9 7 ♦t• 7 ♦_�%g` Lv►. /7C h ,f� ^ ¢ N W P�a1 163c 11 U 1191 A►WOOJ C I HENCHMARM N OAM Of SERER MAMM(Xt QCv U3290 ET: r. .o r � -ace" " IF% ATE S NOTES: EYTE^om fC1111vAI 1'YA/11S WERE QU11 A: A f)(1UP 10C*� W11N 1Q6CnM0M(TP.0 PNFC.MA1,C•1 r low CQQ55 TICS WHERI A.VAOLA6LE w�nA.•w f.K' MMr TRAVER51 AAS ASV T041KAAD. P1711T: 1 : 3 ♦ S. 6 7 ! 10 1, 17 ! 1 All 01NIF vd41S WERE E14,16 Ito Atom ywc 40CA/10NS 010 ('^EM UGS •O•k111►E CCY••iM('Y�[S f u(AC„ LEAD Wi11f sled TwR(km(l. YkM '*ArtQSI Pv4t5 E•CEPt �'O�' IC "T5 t 6 t7 q(P( 9ASEQ � Ctr- E4CA 10S REPORUA cnuefteaccwn CI I♦ Of Will MAN bA1VM (1(vAlq)h to.IA lot A"100 Rw C! SEQIR WAAR40LE �OCATEU A/ Too( �,TmfA5T CCAKA Of I S F11 CT _ SHEET L .... .. . . . ... .. . . rti ((al V 16731 c W WATER SERVICE/!'IVORANT TABLE 0 I O > Z CENTERLINE STATION LENGTH DESCRIPTION V 1 11 z 3 > OFFSET _ p l 0 j & < CNAROLAIS AVE. Z c N --- ■ p 3 Q 13.57-16 24•-10' (LT) IS*-10' HYDRANT O I W 14+33.67 45•-0' (LT) u.-0" 14. Of PIPE (CLASS 51) $ �� - - - 14+34.87 45'-0' (LT) 34'-0' 2- OOPPER (TYPE K) W DNI _ BAXTM PARKWAY ' m V 13+57,16 t9'-0- (LT) T-0 �YMA/ T • 1 I l or 19 ER TRAKK TRAIL Q V !L' O 12+l9-72 SO'-0' (RT) 74'-6' 2" COPPER (TYPE K) cr I 11'I`- , 12+41.7T 50'-0' (RT) 74'-6' 4" 01 PIPE (CLASS 51) A _ 12*9356 SO-0* (Rn 74•-6' 2 COPPER (TYPE K) m 12�95-56 50•-O' om 74'-6' 4' p PPE (C1A55 51) zo 91 '�+ CONSTRUCTION NOTEST J 1 1- ALL STA?IONWC IS BASED OFT OF ROADWAY CENTERLINE STATIONMIG J rAQ � • 1 S 1 I 1 I 1 2- SEE CITY OF SO7EMAN STANDARD DRAMING 02719-1 FOR WATER O I 1 1 >< I 1 d ► h�''• 1 I /` — -'' SEROM DETAIL ■. . n r- U P �� ! SEE OF OZENAN STANDARD ORAwNC 027IE-4 FOR r,n: f+Tr' HYDRANTANT DETAIL /- ALL OFFSETS k DISTANCES ARE TO CENTER OF HYDRANT 0$ - 1 _ mt y r • p �} 'V; , 1 a EPSTING LA WATERCOURSE TBAGK NES 1 I ' BAXTER PARKWAY WATER MAIN L - • ' i SEE SHEET CI-1 TY LINES TO BE CONSTRUCTED QA4q AS PART OF TRAKKER CT - N I'll • �k 1 Al tom\ "/ 1 � 'j- , ,%� L r I r , — "' U%TY Lows TO BE CONSTRUCTED l— �. �;�� /: AS PART OF PHASE ■ PROJECT 00 12 • TRAIL 1 is TRAE WATER YAM E SHEET Ct-! ` ( IE CHAROLAIS AVE. WATER MAIN pW 1 I l TY US TO K CONS, AS PART OF O NG PROJECT SEE SHEET C1-2 Y •- 1i }` '1�- i II I.. 1 I I •e9.--�� ` UTILITY ONES TO BE OONSTRUCTED AS PART OF PHASE . PROJECT I I � �I-I.1�i.•i�i�,j t -.ear-�`_ cy no.: i lI ; EwsnNc unutr uNEs - --- -�, F =�-• — -- -- -`- = - ATES -- - � -.,r �-ram.--�+y —.`- _ ._ -- - _ _ -- - -_— •---.-�-- -- — j was"1 P{CtY••s"CYn[s CIVIL f1m4"Iffma - _ , �, . � ��~ ....�....... SHEET _ . ` 0 w 100C1-0 • E j a;' IIWf1Y►tccu I A&S"GAT" ON - ll •�,`— J -- 1 Con fwOoEW I - - - -- -- 4 CONSTRUCTION NOTES: I CONTRACIOR S1Mu COM31NATE ACCESS WTh LANDOWNERS WERE APPLKABLi JMI w�� f•r 'T�.�-!_ .��• -,Gt,-.� =r-- - � - ^_-�,�,��_.�__;ram-�- 7 CONTRACTOR TO VERIFY ACTUAL LOCATIONS AND DEPTH Or ALL E>oSTING uTIu11E5 > co PRIOR TO CONSTRUCTION l= J ALL @AbdKL SHALL BE TYPE A UNLESS O:MpMAS[ NOTED SEE SHEET C1-4 fOR f U PIPE BEDDMIG AND BACK FILL, DETAIL 'I ' 5 t J _ — - - ALL STATIONING IS BASED OFF ROADWAY CENTER LINE STATDq-NG UNLESS LL 4 3EE DETA4 �y i d37�8 t I I 7D OTHERWISE NOTED O (ZQ� — I - - 5 AI5IALL ALL VALVES. FITTAIGS. AND HYDRANTS (INCLUDING THRUST BLOCKS) ACCORC.I•.- co = V L TO OTT OF 802EWAN STANDARD DRAWINGS co GAC:aE[jL12 _ a6!'-- - - Z C2-4 �J�. !r STALL APPIfGrINAT[LY 5['-6 OF 6 a A' 111G10 R'lSiAlA 110N Q \ ®'N I _ _ iL� _-_ -- -+�_ 1 _ >RErAOVE CwS11NG END CAP ON NORM BRANCH _j air Y [rKTwG 12' o wPE A BLOW ow OFF HYDRANT aff3 hfrl �/ Ot - - -- - -- - -- _- - CXISTING 12' BUTTERFLY VALVE ss Cr757rfG 12 DI TLC (MJ) � yI •l I !N- -,•\ - 77NEW !' GAT[ VALVE I ' F Pg01A0[ EEC„ COUPLN(:Ir NECESSARY TO i I HORIZONTAL SCALE N CONNECT TO EXISTING TEE w„ 50 0 50 100 a -I COST iNODENTAL. PROVIDE La 12'Y8' REDUCER (wJ) _ —� --- r rSCALE w FE(T) ►vk' �- - /I i I I - f 'Q • VERTICAL SCS[ 10 '^ o '- ETr.STrfG 12- U TEE �- 1 h . I I / ��� •s EXISTING VALVE l (SCALE IN FEET) DETAIL t • HYrAANT BARTER PARKWAY WATER MAIN 12% 8- DIP CLASS ST - - - — - - 4715 -4710 4705 ' � [71JS C>tOLMD � ` 4 700 3 ' /---- - --- - - - 4695 I W ww IL — -4690 p ' I FUTURE WATER MAIN F-¢ m To t-- ' 4685 1 4685 ET: c»tr wo- W"N. f-p v E wcA`o RT:Pp_ 4680- - - -- - -�-; - -4680 - - - ATES 4675 4675 At`- - Lap; n SHEET 10+00 11+00 12+00 00 14+00 15+00 16+QO 17+00 18-OC 19+00 ZC^-r' 10G is+Uv' ��•OC II + Wwc erww utiemalms � Z _ �OIL••.M s ' rA IOC. - I CONSTRUCTION NOTES: ■>' c I CONTRACTOR SHALL COORDINATE ACCESS WTH LANDOWNERS WHERE APPLICI CONTRACTOR TO VERIFY ACTUAL LOCATIONS AND DEPTH Or ALL /Y W F i EtaSTgG UTILITIES OR TO COuSTRLKroq LL r 1510*ORAW TO BF�COI tRUCTED i I ALL BACKnLL SHALL BE TYPE A UNLESS OTMERwX NOTED SEE SHEET O A T or RAKK R Bill DIN PRO.jCT C2-4 FOR PWE HE00•NC AND HACKr4l DETAIL M 4. ALL STATIONING IS BASED Orr OF ROADWAY CENTER LINE STATIOWNG ■••z ( ) UNLESS OTHERNISE NOTED T r r S INSTALL ALL YKVES, FITTINGS. AND HYDRANTS (INCLUDING THRUST v ^W ------ _ BLOCKS) ACCORDING 10 CITY Of BOZEMAN STANDARD DRArWNGS _J U5 Q , _ -- _-Q - — - - - --- - - ® INSTALL APPQORWATELY 53 LF OF 6* 1, •' RfGIO NUAATION O W U� � I � �KlEO BY CITY O�B AN (COO) CONTRACTOR S11KlC T C00RDP1A►£ p MATH COB ON SCHEDULE Ar EXCAVATION REQUIREMENTS Y= ILL© ® TAPPING SLEEK SHALL BE MUELLCR MODEL H-304 OR APPROVED EQUAL. UO CS -4 GATE VALVE SHALL BE gi E' MUELLER SUPER SEAL RESILIENT WEDGE _ TAPPING GATE VALVE (MS • FL ENDS) cc J1 . WA RYtCE lIL ■ T I F'l 27ty-t 4 HORIZONTAL SCALEN SO 0 50 IOG (SCALE N FEET) YERMAI SCALE .. ..Z . 5 0 5 10 i i _ - - (SCALE IN FEET) CHAROLAIS AVENUE WATER MAIN .� 8' DIP CLASS 51 A 'Af/ a7!__�i WISHED GRAVE //M 1•' / 4710 TEMPORARY TIC IN / �1 ' fNAL GRADE 10-1 I RE CONS TRUC TED / •�� / { 4705 &ARTIER LANE � �,,y+ L � - I 4 705 - �mG10 NSULATIaN ', `yV � 1 -OD cII STING GRADE 4700 1 — - — - - 4700 �� ;uj rl ISHEO GRADE 5 <Q ��g Y 1 ET: c Too — ev — aZDATES .. rin o TI SHEET: 10+00 11+00 12400 1.3400 10 .00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 f'� 1 I 1 1 C1—G —•— ' . I — - ` 006CCT IC CC 1.•.tWCIA Tu CMl emos"LCm •• 1 ' _ _ _ -_ _ '.x� _ - CONSTRUCTION NOTES: 1 CONT,rACTOR SHALL CO*> >,%ATE ACCESS OTH LANDO"[RS sICRE { i APPLICABLE Q U e 2 CONTRACTOR TO VERIFY ACTUAL LOCATIONS AND DEPTH OF ALL l EnSTING UTILJIJS PRIOR TO CONSTROCflON p�W ] AFL BACKfILI SHALL BE TYPE A UNLESS OTMERIMSE NOTED o Q SEE SHEET C2-4 FOR PIPE BEDDING AND BACKFiLL f DETAIL M T. ALL STATIONING IS BASED OFF OF ROADVAY CENTER LN+E W J.. STAT0040E. UNLESS OTHUL ERS[ NOTED Q 7`U i Oct S INSTAL! ALL VANES, CITTIIGS. ANO HYORAN I'S (wCIVO�NG f*f$/S I I BLOCKS) ACCOROINNG TO CITY Of BO2[MAN STANDARD DRAUNGS .. ------. ___--- r: . ow ---- — — -- — - — — 00 s Ali ti) 1 .�• OB WATER 'VICE LINE 2-PLCS 4 Pft BEDO•+G AND BACKf - — ~ .. --- - — - __--- HOR TAL 0 SCALE0a 50 (SCALE IN /[[1) ' WRIICAL SCALE / I .. S NN (SCALE IN FEET) TRAKKER TRAIL WATER MAIN B'DIP CLASS 51 _ -- - 471Q 4705 I E X*TING FINISHED GRADE Y aaQ u 4F u` - - — I 4F,�` F- Qla� g I - ----- - ET: WRCT No- 1 - 4675 CCCO 1T:�_ s =a 19 J' DATES i R -- , �, a I a a 1 s~ +43 N c vI c N �I In i VI io o h q IE tl� Iv SHEET: 9-00 10+00 11.00 12+00 13+00 14+00 15+OG 16+00 17+00 18+00 19+0C +0 � -- - •- —` — i i W �NI W5 t - p W t WP ARY - T ITY MEN1 1 J EloS?P%G r f E OR �0 0 u K EASE ' UtILITY UNES 0 K CONSiRuttEO i - MITItIN PUTIlRE 9(I'�0' ROAD*" 1 1 kE5 (tvr: AS PAR1 EY PHASE U PRO•>ECt (TYP) IL ' TILITY ►rltS d0 K STRyC , I TRMCI*x CT - - --- - - �--------- -- --- � 2%i.1 / ' ( v••w zzw pOwSTIM AY E WNATIQN 1 I - �T IKII OEADWAN'S "CN I 1 11 10 XZ Li ago POP _ ram_ — t i `J � I _f I �• -` , �/ Mom.— F � _ ! �C •cCEID In al- AT � I � �. � •� ES !/ IL is oj 1IOr11 v►ICCIII•ASEOCNNiS tv — I 1 r CNN/MGIMEEIIE t -_ J SHEET: r 100 0 .00 200 CONSTRUCTION NOTES: I SFE MAl lE DESCQ%PTIIw TABLE FOR SANITARY SEMEN MA*"AE INFORMAIIUN >5IANOAllt7 Still MAtr.0.ES SNAIL at p0' DIAMETER _ r - __ •ON'<T pw00M to aMOOM I 3 All BACNF&L SHAH BE T'TPE A UNLESS OTKOWISE NOTED SEE PIPE MEWING ' j --�' com wol;m AND BACKFOU D(I" • WNCH WATERSTOP OETAIL ON SHEET C2-4 �•-�- 1� DCUNSiRtICI 12'-0- MOf GRAVEL ACCESS ROAD BEG7NNTNG Al STA, 13.31.87 MATH p' i '' � •__••�-•�'����_�••—�` - _----• �...� OF 1' MINUS BASE COURSE MATERIAL. FINISHED GRADE OF THE GRAVEL ACCESS ROAD - ? ( _�`-�,,_ `�✓ SHALL FOLLOW fill MOUND COYCACT TOP B' OF NATIVE SOR TO 9"ASTY 0-49& ANY SOFT SPOTS SHALL BE SIRIPPEO A REPLACED Ill COMPACTED I S IRUCTURAI FILLg1wwR: - _ _ =-_ - -IL S SIAT BASED ON ROADwAr CEN1ERLwE -_ p BITUMINOUS COA1 OR COAL TAR EPDXY EXTERIOR DN All SANITARY SEWER MANHOLES�rl`Ott OR 5'-0. OF DEPTH l >2722-2_ (T)IIP 5�PLACESII ~;' �I' Li�. • O i IIIATER MAI% TO pf C 1 u t -�.: 1�' ..1 i I �f•.�.-���'-T' 7rMH-BPW 11 MH-BPW 10 I FUTU1flt BA%TER PARK ! _ - Q rz U I —�0- wrBPw p Jr^ r RATER VAIN CROS9hG TO BE CONSTRUCTEC �GOi� /O e ' � $1 PART OF PHASEN PROJECT U I t I E CC 2 II -•.�1 t S10RM DRAM CR0551NG TO ONS CTEO- 11 AS PART OF P 11 CT `' u r. t ANG S TO ICONSTR<�TED - T� 2 u t AS ATT eF I a PROJECT t «12•-1 GRAVEL AC TIME) - Ptl 20 LF OF B' SETR 3S SArsTART SEWER =" 1t • f' � � � ACCESS OAO S^411ARY BEMER >� CONSTRUCTED CCHTERED ON SAMIARv PIPE MTH ENO CAP FOR FUTURE CONNECTION i I II PROJECT S[MT4 / <31 � � it I � ■ SLOPE AT 040 ;(T19 ] P,ACESJ U71LItIES CROSSING TO BE CONSTRUCTED �nOR120NFAL SCALE A$ PAAF OF PHASEM PR'O.JCCT 1 SO 0 SO 100 � (SCALE IN FEE1) VERTICAL SCALE + Y• (SCALE AV FELT) ... 4700 FINIS•IED GRADE — 4695 E%ISTINGI GROUND 69- + o ►11RE BAYTEA v,MPfF1M4ryK11T;Rv - - -- - -- -- - —L -- — ``'�---�� SLOPE:p6C;' •.. PK (SOR 35) a: t�• PVC SON 35 I P w o- k 3s le Y� F r p ry a —T: 6 .p�JI a A Q��•P I f ►�. �'� li�' � A�f n 'W > P V> 01 W> 7 W $ •� o:W:= �W> DATES W M H W61all iAsg v1 �'c& N n-.J r Y1 In_ o yi�'A�� NIJfnO� r TJfOJ �, I I '+ + 1 ? •OC, 13+00 14.►00 TS+QQ t6+00 17+00 T$+OU 19.00 20+00 ?t+Op 22+00 ;3+00 SHEET: i ' I i I C2-1 410"Lo1 V[CCI.•.II0C1..Fi CIYR•MGIMXR/ Jj W •~`�-��-_��_ - — �iAC[ •�1 ENO LE OF D"SDR !S SANITARY SEr1�A_- CONSTRUCTION MOTES: � VJ END FOR FUTURE CONNECbpy �— - - SLOPE AT 04OX I SEE MANHOLE DESCRIPTION TABLE FOR �- - SANITARY SEWER MANHOLE INFORMATION U ©STANDARD STRAIGHT MANHOLES SHALL BF /Y W 60' aAMETER EL WAI-YPrW O E O KO NOTE SEE EPOE BEDIDOW. iiND I 1 . .\\ - BACNFILL DETAK ♦ TRENCH WATERSTOP DETAI f 1 ON SHEET C2-4 Q Z/U D� /�ml SIA(!DA[i25TMIGHI uAN1N - } DCONSTRUCT 12--0- WIDE GRAVEL ACCESS ROAD �J(3LL �o WITH 6' OF I' MINUS BASE COLIOU MATERIAL IV. 1 f^ �2771� (Tvc 5 PLACES) y FINISHED GRADE OF ?WE GRAVEL ACCESS ROAD .__I v J< SHALL FOLLOW EIDSr*C. GROUND COMPACT O 1 1 ■ \ I TOP I' OF NATIVE SOX TO M ASTIV 0-696- '•■ p ^ I PI REDOING ANE! fl ANY SOFT SPOTS SMALL BE STRIPIEO AND ( Q n (A -<YYP REPLACED WITH COMPACTED STRUCTURAL FILL V Q� --- 6 BITWIMINOUS COAT OR COAL TAR EPDXY UO EXIERIOR ON ALL SANITARY SEWER MANHOLES 9 GRAVEL ACCESS ROAD I BELOW 6'-0' OF DEPTH CEN1'h [, ON SMIITAPw SEWER IL PLACE 20 L F OF B' SON TS SANITARY SEWER — a I PIPE W11H END CAP FOR FUTURE CONNECTION [rT r SLOPE AT.0 40R (TYP- 6 PLACES)- n S t<MZC1XTAL SCALE [0•N J - SO 0 Sc IccQ a Li w (SCALE IN FEET) �I VERTICAL SCALE (SCALE 04 FEE1) I 4690 �EvsnNt GAcv%O - - -- - - - 469G zz jf"SHED GRADE4685 - - 18 467., - - -+- - - 4675 , g I 15_ vV( $OR 35' m I S' P14 • , 167E 15. P - 1 - - - 4670 W Q 'K suOPE • 0.SDTt T5- p a (SOR 35) Y 0•Ox 15' PVC SON 35 Q - - - - ROPE G 60; �v� � 33 �m k rI',■ 4660 Ilp" N• P a660wi ET: wo n ' IZ�W��'y>•I'�I •1W>�W�of A >� • > ' o Os > F �• ---- . • ..-4655 — 4655 W1 AT FE_ S LL�- `J � J W W h J V/W• n C. So is W I Q� W• - --- l Z W X - y W W 1 P W61 II I rW zW 1 -zW aaa> m�:;�> 4650 R v o, i' F it �jwW a 22� losa3 � N b q Q SHEET: I Jo 24400 25400 26+00 27+00 28+00 29+00 30*00 31400 32+00 33+00 34+00 35+00 36+00 CONSTRUCTION NOTESt 1 —+ ��•� — I SEE WANIIOLE DESCRIPTION tAnLt FOR SANIIARt SEWER WANHOU INFORMATION ©S-ANDAND SIRAAIT MAN"OIFS SHALL Of 60' 0IAM[TE4 PIPF F1FnnINr. AM 9A(r I) l Iloau�►1cclAa►saoc.►raa T CIVIL ajmcmft lfa 3 ALL BACKfgL SHALL BE TYPE A VkLESS 010/[RWIl NOTED SEE PIP[ REDOING AAp BACKFILL O[ial Et TRENCH WATIRSTOP DETAIL ON SHEET C2-4 [1>CONST41JCI 12'-0' ODE GRAVEL ACCESS ROAD BEGINNING AT S/A 11-71.65 WITH 6' 0 1" MINUS BASE COURSE MATERIAL FINISHED GRADE OF GRAVEL ACCESS ROAD SHALL " - _ FOLLOW FXIS1r1G CH>JNO COMPACT TOP 5' OF NATIVE SOIL 10 9511 ASTW 0-696 ` """' ANY SOFT SPOTS SlrAll BE STRIPPED A REPLACED WITH 59"XI'URAA FILL 5 6- SANIARY SEWER SERVICE LOC4IC41 v' STA 12.38 73. 62 5 L f R1 SiA 12.9256. 52-5 Lf (4t; — U STA, 13.40 31, 45 60 L f (L I) // _• ♦ 1 1 I t 6 BITUMINOUS COAT OR COAL TAR EPDXY EXTERIOR ON ALL SANITARY SEWER MANHOLES BELOW _ �— 6'-D. 01 DEPTH _ / y I O L I, Mm-Till J �FQ : PLACE 20 L IFTlf IllSOR 35 1A1W Y SE K �L 1_Lmma BE-11"'CItT-mAllQIJ; PIPE WITH END CAP TOR FU�E •,I�EtiCT00 t O w 2T22-2 I •SLOPE AT 040 1 (TYP 3,PlACEs U� GRAVEL ACCESS ROAD - CAP i u 'SET tIELIL _\ 1 ! ?E*O ON SANIIAIY SEWER OR fv [d uu- cooSCHYPL_ < 2724-1 (TYP 3 P A ES) ART CL 7 � PIPE AEn.'Ilr�c APO aeQjEj_) ♦ 2722-1 . : RACES) 1. 2-4 (tvp N., I?- GRAVEL ACCESS ROAD CENTERED ON SANITARY SEWER .. HORIZONTAL SCALt p~ HORIZONTAL SCALE �l _yK `� 0 50 10!' E8 wO 50 1011 , • I a f i i t (SCALE III FEET) 1 __ (SCALE M FE(t) ' iN VERTICAL SCALE _� � 5 Q 5 10 I 5 VEOR1)CAL SCS E �• a mial (SCAL( IN FEET) (SCALE IN FEET) 1 f X611NG 010►MWit) 4680 4680 4705 - - - 4 70` % Oy STING CROLWO �r - _ �?4 FIIYIsnED GRADEaF -' 4675 4700 -— -- - '►� - a 700 4670 4670 4695 469:: 466`, 4665 4690 - - — F - —4690 J m v� _ 1 4660 y1QP _ 16gx Is'PK (SDN Q= 3s) 4660 4685 R- Pvc (Solt 3s) n' avC (SDR 35) 4585 Y sc 6' PVC (SDR 35? 0 60% st CL 0 4D1E � l4655- 4680 t DPt • 0601E —-� �`-- - - - 468C; Q 46 U 01 4650 4675 p op „'n - 4675 ET: ;93s - I n - � O� Q Cr. ~oM1 ACV No l;a � 800 j Leo c Ira u 4«5 4670 -- +f%� - — a`+� yt�� I� — I.♦ ~ 4670 txe. in Fir ry W I>il) •O X1 ID > YI Y�1D W W DATES I J W IJ♦ O r P W f •fl V W.• ♦ W J I N W 4�'•- - > II Cr 4640 4665 ^;> ���> ' > -n-C �°� 1 Aa; �- 4665 W s}1r W W W = ♦ ` ♦ 4 W If 2 1Z s W �•IN;W a W Z w �j -4 W �V r L+ i W • V Z _D5. 1 1 NOibQ N�Z OZ y,pa N�Oi I.IO ,' SHEET: 36+00 37+00 38+00 39+00 40+00 1 C 11+00 12+00 13+00 14+00 15+00 16+00 17+0D C2-3 1 - - FINtSHEC, r&A[1C — 1 —FINFSMEO MADE IrP( A BACKFML - A 1 ly 1 W -?NI -�-- PIP( wA D" lA / CO (CC►111FRED OVER PIP(1 �{ � � l� rITMI TpyW UNIf.S / I T � 01H[PWISE NOIILI 1rpE A 6ACK11LL. J iRENCM_MAOIN r p• v W 5 IjNf R PIP( 1 O L I � � _ T ' i - ©S[LECT TYPE I BfCKuNC = \J LF♦• I I = Q � J a- Q . �1 rP( 1 PIPE LIE otwG --�' U �- 14 O w X a(N•OM A�'�F�1 U 0 Q 1rI11I1RE(ca+PAC TI OI ,. , /- 1 rP( a PIKE B[O[>1Nri —� NJ r' p,. _ NAACR[ REOUIRED FOR SOFT p OR ONSIABLE FOUNDATION i [ t - -t+wtAt tR[Npt ©GEOTERIILE FABW _ 1 UCAVA1pv 3-0' 8[lO1t 1'n'ICAI PIPE BEDDING AND BACKi1LL : TRINCN [XCAVATIpN it >' © 1RINCH SHALL Of CONSIRUCTED t0 OSHA SPECIFICAIIONB FOR 8 EXCAVATION. SECTION 1926, SUWAR1 P Q - I Sit SP(CW1CAn0N4_ FOR CC80ACTIO04 REfjWREVENTS ♦ 16. Ira ALL SPOILS grALL Of R(M0VED AAIV C/SPOSM CIF At AN AL ?LOG LOCATION p ♦ NO kMKS OR LUMPS IAKvEF• THAN 2' IN ANT D-M(N510" 44ALL 6E q� TRENCH WATER STOP ALLOWED NATHIN 5' OF THE PIPE py ©PLAC( Mo 6' MAIL LAPLRS • COMPACT l"CIPOUCKV +� LOCA►,fMS *I" WIIIIIET ALLUTAAL CLAPS, wHEA tWE 2 PIPE ���""—L•!� -FIF+SM(O GRACE BEMX6I6 IS REOU/KD, CONIRACIOR Shall INSTALL NON-WOVEN M(OIIIM SLIRIAVA91LIT1 GEOI'[bTILE FAMOC GEOKIITU FAeR+C SMALL HAVE A FLOW RATE OF AT LEAST SIG GPM PER SQUARE FOOT IVP( A 6ACaFILL SHOULD K PLACED AF LEAST 2'-D' UP SIOEwALLS 7 wH[Rl tR[NCm PASSIS TWOUr#* EIRSIING PAVEMENT, INE PAVEMENT SMALL BE CUt A10NG A MEAT VrWhCAL LIME A MN. OF 12' ISOM EOCI OF 1M( 1RENCrI OPENING aA(R( N[AT LNE IS ►ESS INAN 3 Ft F*Cw EDGE OF [IuSTwG It, PAV[M(NI 00 CUR6 • Gv1TZ_R SECt4l, QEMOVE A RCI'IACt [PoW FAvtw[NT 0 SECTION 6ETAAE(N tRENCN • EGGE OF PAV(IIIENi PIPE BEDDING & BACKFILL t-j-) QJ - BE 1 CA.,It Sc A( NONE 1 W NTLN1[IrOttPIKTED) �I NEW PAPS — SANITARY SEWER MANHOLE DESCRIPTION TABLE <r\ STATION 1 5�IAJ E DESCRIPTION RIM NOTES ELEVATION _ UNNAMED EASE ENT 3S•30>6 (IFT Sit 36.69.22 60 KM-1 ♦67797 � 34-n.36 60 YN-2 ♦677 65 m Sl+70-12 60' MN-3 ♦660�77 (L 9NMA PARKWAY Y J A7+67 64 w MAL-Split-5 cc/9 93 _ _ - Y W < 2406637 1 50' YN-Bow-6 060343 Q ►v 1R[NC►I FlUOa _� 21+45 tl 50' YN-t1Pw-7 4666 19+IN,�7 60' MN-SPw-a ♦ball 37 6P 17.99 26 60' M11- W-6 4669 10 - 15.6000 60' MN-Saw-10 ♦69091 - ET 54C110N A•A 13.31. 7 60' YH-BPIM-tI Aef2 Vg y �' -- TRAKMR TRAlL 1?•106` ♦a' -� M►♦-IRTp 4693IS err 1A��- st 8 u+19.51 .e MH-T*114 - 469400 , .rcao w ePF ` ro�i" NOTE DATES t ui STALI04 r)( IS 9ASC0 OFF OF RUADWAT CENtEAINE STA14ONING I IMI NoRP� 0/ K iR[NCH RATEI S1f1P'S IS TO ►pEV[N1 iVR I • •rPC : 9E1"CIAIG INOM a(CCIMtNC A CC`AIL►AI 'OR GRQIND�AT(A u=!U--- 2 Toot COP11RAC10F1 'WAL1 PROMO[ Pro( 6NAIURE PV7000R11ONNG Of 1111 KN1C1NITL MAI[NIAL INTM ON-Silt LEAN GAPS ALL 1RENC�I Rst [i[vJInONS FOR MAOROU S OUTfO[ 11E PROACI (BE A AAt AR[ GIVEN TO 1XIStING Ci70lIN0- NO (►E VA 11pN5 M► 91E AOJUSTCU �"'�'�w WAI(R SLOPS �JIA11 Of CONSIRUCI(0 IC MAK AN IN-PI ACE P[RMEAlXl1T� RATE tY 1.Ip-7 CN/YC4►/Cl OR LESS TM CCW/pwCiOl Cal SMALL SUBMIT A MIX CROPOR110N O[5o G% AND CIRTIIILO IES.TR� R(S/F113 FROM A VMOFCSSIONAL LAD WOICAIING IMF CONf ORMANCt IN LATER PMASES OF CONSTRUCTION 10 F"SM GROUND ELEVATION _ _ , A1♦G. _ LIMN 1415 PERMEA0111r RATE >MANHOLES SMALL BE CONSTRUCTED AKIN A TOTAL OF 12' OF postal•tcclA A As lArTs V _ 3 TR[NCw A►ATER STOP! S1�ALl Or w11Att(O at A I4NIWAM OF EK•♦ 100'-0'. OD ♦I CA'CsSANC5 OF SINIAMS, OITCME9, Or OTHER CONCREIE ADJUSTMENT RINGS cova gm-owtaA 1011waS Or awllo..nR sAI[N Cmt(:IEG 9, Itol toC/r(E9- IWAC.• AUTIR. STEOS SryL ALSO allINSIALtln ALONG SCpVKX SHEET- L r►w��rw-• •..��rw r1 �7—Q rEoueE m u • - Y- •-, • 1' tUAP j l ROBEAT PECCU A,ASSOC �' �/ tl,}� •t I I --- - ----�— _ 1._ CIVIL ENGINEERS -�-loz, _ - I ��. � p• WAS _�- _ ter_ _ � - _ -. .. �� CONSTRUCTION NOTES: > k } od WA- >- _ - ___ - --_ -- _ ., ` 1. STATIONING IS BASED ON ROADWAY STATIONING. 1Ll177.=• �� �- \ V USE NEENAH R-2559 OR APPROVED EOUAL Q {_�" _ .- �_•� 2. ALL INLET CRATE ELEVATIONS SHOWN ARE r( DEPRESSED 2 1/2- BELOW PAVEMENT SURFACE. O - - -`�-• i - •--• ' DETENTION POND PLAN FOR OUTLET PIPE -- - J - - _ _ • t - I i • - 3. SEE M = 0 r— SETBACK I \- •�' INFORMATION. ■■ . Js� SE ```�� \^ _�_� —�—•.. _ •. USE TYPE A BACKF;LL AT ALL LOCATIONS SEF QZU PIPE BEDDING & BACKFILL DETAIL ON SHEET n - - - C2-4. J1 0 gz ®FLOW N INLET IS 2' BELOW NORMAL J�Q Y GUTTER ELEVATION R O W — - -- -- ---- = 21` RCP FLARED END FET U Q------------ o(f • _ r _ 11 �( �1 \\\ ,.��� _ __� n TRAI ANNOIE _� TYP 2 PUCS) 02722-2 GH ,�j- •'� �• ' - _ —� - _., T o HORIZONTAL SCALE 1 - - - - - - - lYP 3 PlCSR N 02721-2 \� -- �` `•~ - `� - a (SCALE IN FEET) \ - e f•^ � I I �� � _-- � --�'�--� VERTICAL SCALE �'••+�w=.E 0 5 -r L .1 (SCALE IN FEET) 4705 1;;i` 3825 L.F. IS* RCP CL. 3 SLOPE 2.3eX 4700 - 'W23-L_ 3 4700 SLOPE - 1.54X \ 82-211 LF. 15' RCP CL- LF — 51rOP ..0.54X -- 131.07 . 15' RCP CL 3 Ex15TING GROUND I 4695 4695 SLOPE = D nx \ — FINISHED GRADE 130, L F. 21' RCP CL- 3 w .0.59X a690 4685 W 4685 ]L 4680 Q 4680 - —- � S � ' - ET I < afI _� 4675 "' Y' Y - x �'10 o PewECT NO nl a r+ n n n sp r ` ' y c1uN ttt: rvv n I m , yip'pop ,c �cS+o�p 100 -� - NEG[ED r.:Pav mom+ w,v 10"i r --r•I DATES �_ - w— ' <z-� > I I> E E W W cv PRE' - 4670 zwW - �`v yQ� yid J 1�.J»1.� '` $���,s4�3, ;(( 11 w I 4E65 �; � 9W O�WF Or?E.yJjw J�tJ In tj �JEWW` rW�m +Z ZZ�j i >3� �(L> La >> < >>> �Z<j>:>> cJZ�W i16-O] In�•+Z Iv1 Li+Z2 ,j9Zz 2W2,Z2 or�N 9.9.oJ < _ n SHEET: NOTE: STATIONING IS BASED ON ROADWAY CENTERLINE. C3-1 J OUTLET PIPE EXISTING GROUND 4'-0. � 4-D- EXISTING GROUND I LLJ O(TENnON POND OUTLET PIPE - 6 - 14' RO MATOED 12' P U I+ COME NATy�~~^ •� `- •wt-_ I I CO RC Q EMERGENCY OVERFLOW SECTION W 5� � � SCALE: NONE C3-2LLJ O S1 - ---------------- --- ---------` 1 ` �� I STOtttA DRAIN SEE SHEET C3-1 :;I �ICOPYFOGHT U. - 21' RCP FLARED I!IE I AL SECTION (FETS) INv ELEv. - 468 _ — - INSTALL 5 S.Y. OT' 12i; N WAl RIPkAP TO t� 4684. f 1� 12' BELOW PIPE +4; T -2--PLACES) l RSE SE iBACK NAIERCO U--E - -- _ 7 - _�+•-� - _ `I. �I - 1✓_ - - r, 460 24 re rj j roa+k�l _ --RNO ExISTING t�'1tCP�fTS 71NE)�OB9l£BEa_-R&STOW DRAM Eff-CSWPE---2.39�4 _ -_ J---� - --- `- If1V.-IN ELEV 4686.90 OUT ELEv, 468E 80 I J TOP OF GRADING a: =- _____--_-_- - �+�p kill TOP OF POND A-__ ---_ - -.r •' �/ W -�'-_- _ _ 4681�3g GRAQE- Ai- o•• � 1 1 MAX- �- - �. _ _ -�-_`- _ _ _ -iaY 1N ELEv_ 4682.71 INv 0u1 ELEv= 4682 7t - N xil -' `" =r _ -- I I• Q 1.1 -RIM ftfv --469&21-- a ORIFICE-�-1m - _ m _ - •a.� - - - I - +'�' I i r m� -_ - 40 -1NST1l01t�i8Tf��� ^::-�L 4 STORN�I6AW-PIPE C _ I I ' r _ ET: INSTALL S S.Y. OF--12.1JOM1NAt'RPRAP TO W-BELOW PIPE FETS _ ` I S.�IF witc1 ro. �.:ggyt;T)bB CO6dC� taro .. DETENTION POND COORDINATE TABLE - -12' RCP Cl. 3 FLAREb ENO FET _ T IDATES POINT I NORTHING EASTING DESCRIPTION INv . 4682 31 Qi 5891.649E 3579.2808 RADIUS - 10'-0' - BASIN FLOOR -- -- " t �' z n 0-1 CRIS ® 5892.3564 3594.2642 RADIUS - 10'-0' - BASIN FLOOR __-- ........... os: 6144.3689 3567.3629 RADIUS - 10'-0' - BASH FLOOR 7 m 03 0 6145 0755 3582.3462 RADIVS - 1o'-O' - BASIN FLOOR r 5882.6153 3587.4930 21' RCP FET INAR1 cnr[wclN[�Ies © 6157.7942 3488.4450 12- RCP FET INVERT + 1 SHEET eau:e.n.�sw• © 588D.9427 3574.4563 15' RCP FET INVERT 20 0 20 40 L I ` " a r CONSTRUCTION NOTES! III — 1. U141fY FEES. VAULTS, ANO VAULT LOCATIONS DESIGNED 6y OTHERS O II rt} N O v r / w 1 REOUIRED CONDU•T SIZE AND NUMBERS BY OTHERS b I I I >'t t T H \D VERIFY THE LOCATIONS OF t p Z I t / E - �� Q S CONTRACTOR FIELD rA ALL ExISTiNG UtILIUES PRIOR TO CONSTRUCTION r O II 'I I I I Z i I a �t J UTILITY SERVICE LINES ANC) CONNECTIONS 8Y OTHERS. ,NI O � •T� — - -- P. O -- - __= w 1 I Illy', ? t � t - --___-� -_ - -- --- - ---- _--- > covJ 12 r ---- -___------_ -! tJ — w0 F- loiI I � - � 0 cr:ow i 010 Q ---- - l1 + - 1 i 1 � -,l II ! IM �pe _ ---- l1�CEY - - - - -----_-- --___-=--=-_Lr I - /-76 ��a I I 1� I I /�j' - I �- `UTILITY LINES TO BE CO%STRUCrED AS P T OF PHASE n PROJECT ryp U TY LINES TO BE CONSTRUCTED ._ Ir ,I �'" - ;f �'-�t'� - /PART OF TRAKKER BUILDING PROJECT TP) --- — - -- -- 3s 3 _ I MKK �RAIL 11I I I - I I 1 II Q --- It <XH IT j: I _ N� ,e I - I� �It - - -__ ------ ___-__---- - - fscD� I - I' .I 1 ' •� ' I I� __�' I �I II I I, , � _.fi9fi'r / ETA _ a 4. II!� ��` I .ECT-0 I. I JI I -- I ` '' —_•'� ~ EXISTING utelrY LINES qa+ In, .fit. (TYP) ACHED BT:PPP .�14,� � -�_ — --- [DATES --_ — - - — 03 D-1603 - CIV J - -�« _ _ -- - . _�y_- . s•T'7!C - ems•_{,,.�sP.-.�-.+,: , .__�-J'^-__ - _ -,L - - __._ \ FO/FRt twelmagas .,CC- A'IS*-11TF5 SHEET: J \ 50 o 50 Iw C4_0 75'-0' ROW 30'-0' 45'-0' ~ Ul` 18'-0" 11'-6'_ A� w �t TOPSOIL. SEED, FERTILIZE DRIVING LANE DRIVING LANE PARKING 90EWALK O l (' MULCH r OD* PROFILE GRADE I ♦_t (MAX) CUT _ QZU • 2 2 OOR 00% .00X. _2..44E 3 -- Z ;:.�. A:1 (MAX) FILL J o d: /(VJj W I I 10'-0' (MIN) 10'-0� (MIN) I ,� O 11 1� xv ■� � pa I r _ Qs INTEGRAL CONCRETE CURB h GUTfE;,R-� Up _ -----__i 02528-t g l TELEPHONE. FIBER OPTICS, CABLE TELEVISION (T. FO, TV) off WATER MAIN ---' UNDERGROUND POWER (UG) (SIZE VARIES) J CAS (G) SANITARY SEWER MAIN--___- (SIZE VARIES) N TYPE I BED0INC 6- BELOW TO 6' ABOVE UTILITIES. ROADWAY UTILITY SECTION SCALE- NONE 3-C,- 12'-0' 12'-0' 3'-0. UTIL DRIVING LANE DRIVING LANE UTIL. ESMT ESMT. Q� BLDr, BLDG. SF#1 �.DQ7t 3 pOx — Q � QZ I I 1 1 13--0- 3'-0- 1 I I 1 I Y I I I TELEPHONE. FIBER OPTICS, CABLE ET: TELEVISION (T. FO, TV) rz— Iec. NO. UNDERGROUND POKER (UG) n- -cKco n:PPP GAS (G) DATES TYPE I BEDDING 6' BELOW a. TO 6' ABOVE UTILITIES a: wvu[s n 5.16.03 zn.a� NOl ENT PCCCU•ASSOCIATES UTCS 1 -``� CIVIL CMC W[llt4 ' ' SHEET: � �a e�ru.w- rinw.�or�.w wee ALLEY UTILITY SECTION `��' C4-1 J f ROADWAY ALIGNMENT COORDINATE TABLE I 1 Y STATION NORTHING EASTING DESCRIPTION -- _ • I'I ', -, � � CHAR0LA15 AVENUE 10.00.0ll 5040.3054 4064 5374 INTERSECTION *AT" BAXTER LANE ONI w 16�80.00 5710?961 4080970` tN1ERSECTION WIH EOUESTR'AN IANC Z „hilt f,F J r i ,I ALLEY A•1 / 1 }• „ o V -- l0+OD00 5:519684 3667536' INTERSECTION wTti BAx1ER PARKWAY - _ � �; = t4+9191 5554.1705 4081 t°407 INTERSECTION MTH CHAkOLA15 AVENUE J ,II a Q 1 EQUESTRIAN LANE ZU p i &TERSECIICX4 NTH BANTER PARKWAY 26.65 17 5710 0942 3661 663E J �' 1r TCRSE�TIav W IH rHAR0.Als AVENUE r^ Oct 32+84.48 572) 1151 4G009705 IN - _j O w x I S/ ` BAXTER PARKWAY V C� 1 e WITH bAxTER LANE61344 INTERSECTION 1010000 5G38.1036 57180941 J65 �U" 3661 668 INTERSECTION MTH EOUESMAN LANE ; TRAKKER TRAIL �a 10,0000 5369.9712 36634918 INTERSECTION wTH BANTER PARKWAY < ' 14+1931 5372.1731 4082-79AQ INTERSECTION MATH CHARQAIS AVENUE f 16 ~ iI I 1Y 1I I El l — ` I I I Q — — / / _ UTILITY EWES TO BE CONSTRUCTED l �- I a I / % i AS PART_CF-PHASE II PROXCT Ll ! —;[, - .• `.:.., —- r = Tr ITY LINES TO BE CONSTRUCTED AS PART OF TRAKKER BUILDING PROJECT I �- — I a; •� \� .1+. `�I Ili n � � ` • TRATRAKKK IL IT- /5/�� t •! iI�I I I .a, �. - a: I _ � � � 1 •14 IIr r— — `L s,,{ '� ! I IIIII�riY C � !' _ � � � - _ — _ _ ..—_.-_ -4L� _ — Er: 1+, I I• ( — KI Lt. J21 (KICKED �P� E7f15'1NG UTILITY LINES MCK R (ryp [DATES - u - — 2 2LLl POBfIn M rCCC L AiLOC1ATL8 CIYN[MLtNEERf SHE E - , •Sri I- �-�� •-Ntar ` R7r• ,� ` 50 D 50 100 006l11T►ECCW A ASSOCIATES CIVIL 911drItmeafts -J • :l .tit- � I '� M - -%r ]- ,t a � �.�r.-.r�+• - � r.ira.�«�.r.�ir.• _�N!•_r _!'_-�� •_ •-- - ewe Va An CONSTRUCTION NOTES: > � lr2 __. -. I _ - - _ r _ �J"�.�r _. ;1 �.•, _ �.--- _ _- -"'-- � >PROFICE GRADE FOR BAXIER PARKWAY IS BASED CN Fu IASPHALT THE IS TOP OF CRUSHED BASE TO BE BUILTCOURSE 1 V • IU J - - In a X On -77 tv II - � `• t �,, �,/~ HORIZONTAL SCALE g" l7 5p 0 50 ? �. E I - ; S I I I \ (SCALE IN FEET) 4 VERTICAL SCALE �I i $ wl • I - `i� _ (SCALE IN FEET) r FUTURE PHASE 11 TRAKKER PROJECT 4720 - -- - - 4 710 r �r{ - o _ PVT STA_.-12+15 - V iO O( PVT ELEV - 4693.14 Z + A.O - 2.399S L - [ [ — - K . 4%6756 -- - - - 4705- 4 1. - <W _ ^ Fill GRAD( Q o. a cr n n ++ ry ^-0 EXISTING GROUND °^ ♦ o m —4700 r t � e Y a: �Ju / x nto i°v N4 a Q M t r' •__^_•_-••-_ ll]m W W N W < W r W [ -469 _ _ �--- 5 S N W H W -- S S a n a n S 3 wit CL Ill 4f*"9: ET: i — a � I - .000p% G6$� - tcuco n PPP4� DATES << co CK L o� rya m�In o"mz 4680 *!L o ev •+iZ < Z a ♦ (c Os. 5 16 03 :✓if cc if < r� L VI 03w I Ill •m" SHEET- 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 I c5-1 - -- - . ..-_ : :- ._ -.__._ i I r`� - (`, — - - -• RUBEFT P[CCIA b ASLOCUTIS CML LNGIMlL115 I ' .a cvsro aw CONSTRUCTION NOTES: !^w v! -j I CONTRACTOR SMALL PROVIDE A DITCH f0 DAYLIGHT UNTIL PHASE a DEVELOPMENT �— U 1103 y I0 ~ ZO Ow 696It n f -t _4697 - HORIZONTAL SCALE I — 50 0 50 1CC 469e 1�-� ------ — (SCALE IN FEET) _W SCALE 0 1 —_'�- - — _--_ �.e•^ _ - _'— - i 5 ._: --. _- _ —==:ate .:� _ - - 3iD� (SCALE IN FEE r) l :720 FUTURE PHASE 11 TRAKKER PROJECT FUTURE PHASE II 4720 • -- a 715 -- -- HIGH POINT lEV �69T.775b HIGH POINT STA 154 54 36 . PVI STA . 16415 PVI ELEV - 46950880 411 A.O.- -2-2996 Z rc 000' va �b :>N� Nriry ' 46 - �— o. 2r+ � - 5 01 cr iJfN ch < W •- ^ ui < W# m- V1 - - - 4100 uLass w � 5 aaQ0.Qo - 4695 - s s - a 4 --• ---- a IL 1 -2 0000% ET: r 2.00OOx 4690 1_ 0 4747% rn Th RI- -2 0000>< i Y -- T - DATES o- Y v*E: � G7 IV N �z m i I SHEET 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 1 23+00 C5-3 ! --—- 1 f ROiEAT PtCCIA L[SEOCMTEZ VI 1 � � ! e.nn•ut cr- w 3 1 O E►. zo .•'•I I , tp Ow x°o I i N I p — 1 l I'1 111 I S R 20'-IY _ F / 00 d� JI�� i I __y•. - - - HMZONTAL SCALE o J 'S, 1 \� \ i so o so (SCALE IN FEET) I� " f 1 • /J VERTICAL SCALL .'.�:.m 0 5 � S -� i i � �' � �f• (SCALE IN FEE 1) r - 4720 4 71 TMKKlR PROJECT FUTURE PHASE II J - -- - - 471 o0 0 4110 �;a� Qg - —o, r � 4705- < 4705— �Q N $.����°�.;$:; t E > m pp h�8p h O fl Jl,p♦ a fl�O J1 O 00 10 ~ 100 ♦ � + � • f - a. 1 II 1< W s5 sN ws SSSSs _ _ �1 i:`�= - W W a 6 VI _NW dh� aS Sa aa a W - [ ---- 4695 v,d s s n - - - - �u a a -1 916 7% 0 611 1 x -2 7000 -3�027' _ 469c ET: 469f1 2 0000% -2 Op00x -.2.0000% 3.0000 \ 2"0000% 3 0000: toxcT eo. 3 8333% -3 0000'. n•ww I" a 3.0000X — -3.009 4685 468 �<c[Eo WY Pc�o DATES5 - - - -- - � - - I tE: - r:r on 4680 : i6.03 SHEET: „ nn 1 +nn 1.1+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 C5-4 J _ $IUkM DRAIN INLET Jet w 7N1 ` kL a Z /` � S m = V(r -i�Q . Ow p ► U 0oi Pi J - - IL i JTRAKKER BU / - © ANDICAP PARKING R9-6 FF= 4C84: —! . � :.�'°�'R�may.. . 94, MOUNTED ON RAILING / 3A •+ J (T P 2 PL '- r J is 9 �� - //• 'B>HANDCLAP I J z oD% �• - MOUNTE r po ( 1 a N RAM to TYP . PLCS CS-7 ❑71-1 L .' - , b x K 507 -- ." ONC 6' CONC. 6' CONC. ♦' C 4& $ -- — —rt- Q Ej ET: FOGACT»o _— — nI 75'-D_ CROWN TRANSITION v% ": -IRi CHKCXED fvi PPP N(b N DATES — �. ♦ b� 0 76% 157 - O -- - CONSTRUCTION NOTES: �� -- t©SEE DETAILS ON COB 9810-1 FOR SIGN MOUNTING CDS SISOJ 1 rs 03 /IOBEAt PECCI►A ASSOCUTEE V, 111 CIVIL ENOINELM SHEET: 1q 20 \-�� C5-5 \ (SCALE IN BEET) J r r I J -- -owl n J f Q U J s -- -- -- - - CONSTRU T CONCRETE VALLEY 1 1�� Q r it �lr r - GUTTER OR DRAWAGE J cr J 1'ti 1 / �� CONSTRUCT HANDICAP RAMP _\ mow. 1 u, . STGRN DRAIN INLET .� O W Ya _ UOi � TAPE CURB SO MATCH p� 1 ` S, •f _ \ • I 00. NAN AP RAMP Q O J -k ' �_ r u rv4 TNO a•-' O �( / I IECBAL E1-dLCiEEZ7Eal-1—_1 2�007C 2 DO% (T�) o2s2e-, .. TRQKKER 6UILDIN -FF— 4G94.78 -� ►IANOICAP P KWG R9-6 P MARSIN � v MOUNTE ON RA,1-LN r G — — (TYP) C6-, 1gTY►' 2 PLCS) �� ❑ I I f -- � � i•. ,: � - P LAN RAMP ) (T A PLCS) CS- AL rf I 1 � • 9�� I Ja' )S'-O' CROWN L r I C00(5TRvCT CONCRETE VALLE'1 — , N • �_ •. ,P d G.ITTEA FOR DRAUNACE L � 1 L =� ,o ET: .. PPP SATES CONSTRUCTION NOTES: oa: >SEE DETAILS ON CM ORM-1 FOa SICA MOLINTING. """`•" .uy 21..4?r_ t a - / IIO�l1lT recce•.awcurra Lcrvr cwwCcwa SHEET: ' BMW Nei = 20 O 20 4u C5-5A r - ICI'UF 1» FFF TI J - - ROADWAY it 1ING L 6 W O[NI r 6' 1B�-D" �. PAR+cING 90EwAlK � 1 J pQcVING LANE 0 ixal• �bEWALK NARKING � OR+VIMG LANE i PROfKf GRADE- t uAA Q ' �Ax CUT % lsaa_ �z�x 2 OD>< z oox 5 J l Fllt T MFt TAL -4' CONCRETE J� A-� -3" ASPHALT COHERE T[ (TYPE fi I OF 1) Z 4' CRUSHED BASE COURSE 0- MINUS) 3' WASHED ROCK (SEE COB 01529?41 J v n 15" SUBBASE (3" MINUS) 'NTEGRAI CONCRETE CURB b CA/TTER ,J .r :EE DETAIL 2 NOTES, SHEET C5-7 IF UNSTABLE T� SUBGRADE 15 DEIERmiWD BY PROOF ROLLING 02528-1 ow 00 it SECTION n w� SCA-E NCwI S" iIL TOTES �• j�� 1 ASPHALT TO HAVE A DENSITY EQUAL TO OR EXCEEDING 97% OF MARSHALL Q'ECIM(NS, AS DETERMINED IN SECTION 02503, COB = -+•��+� 2 CRUSHED BASE COURSE TO HAVE A MAXMUM FOLD DENSITY OF 957E OF MAXIMUM DRY DENSITY AS DETERMINED BY SECTION 02735. MPWSS, 3 SUBBASE COURSE TO HAVE A MWIMUM FIELD DENSITY OF 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY SECTION 02234 MPNSS 4 SIDEWALKS TO MEET REOUIREMEN7S OF SECTION 02529. COB 5, TOPSOIL AND SEED TO MEET REOJRfMENTS OF SECTION U2910, MPw;S 6, IF UNSTABLE SuBGRAD( IS ENrO+aNTERFO, SEE DETAIL 7. SHEET C' ROADWAY III 3 q. ROADWAY ¢ 15_0- 3'-0" 12-D' i2'-0 j.'0. DRIVING LANE 1*'VING LANE LIT, DRIVING LANE r a Wa NG LANE U1TL E5M1 ESMT Q GIGG BLDG. Z PROFALE GRADE i � �SJ4t �D0� �. raj cr —J" ASPHALT CONCRETE (TYPE B 1 LIFT) 6" CRUSHED BASE COURSE (I" MINUS) ♦.1 + , (l( ( Y —4- CRUSHED BASE COURSE (I" MINUS) 3' ASPHAL I CONCRETE /!i SUBBASE (3 MOWS) 4' CRUSHES BASE COURSE (1" MINUS) 15' SUBBASE (3' MINUS) -SEE DETAIL 7 NOTES, SHEET CS-7 IF UNSTABLE SOHCR40C IS DETERMINED RY PROOF ROLLING SEE DETAIL 7 NOTES, 5► CS-7 I' UNSTABLE SUBQRAOC r5 DETERMINEDU By PROOF ROLLING ETA ACI to r—'c%tto am h- g[I h-P F' EAST ACCESS ROAD (CHAROLAIS AVE SHALL HAVE TEMPORARY PNIOOW4 CURBING EQUALLY SPACED WITH EOUAI NUMBER CAPS DATES ALONG EDQES OF PAVEMENT FROM STA ID*1400 10 PARKING LOTS AROUND TRAKKER BUILDING. pw RL• OS 3.100 AOALAT►ICCIA•ASSOCIAr" �- L / yryll eMONILtm 111 , -.�,•.. rIC5-6 HEE TSECTION � SECT-IONSECT-ION� ;rAi T un,.-r J d TYPE I CURE C5-6 fLOW LINE (N0 LIP)-,\ `\ A' CONCRETE-I ,TYPE 1 CURB 1 w A f/ L- ]' GRAVEL EASE /I . ( 1 • RAMP I111 �J SLOPE 1 PCR FT MAX . - SECTION A_A O •• f 1 m Z d -jv� 3' ASPHALT SURFACE tU Ir - - - -- 4- BASE COURSE (t' MINUS) O" 1� t/PE 1 CURB- �� ,I w Q �IOM�11141(1* LP _TYPE 1 CUR& p �� �' 13 SANDY GRAVEL SUBBASE (3 MINUS) U D 0IN SECTION 64B U• NOTES, a up I UNSTABLE SUBGRADES CAN BE IDENTIFIED BY PROOF ROLLING WHERE I INCH OR MORE OF DEFLECTION OCCURSNOTES Q. 1 PROVIDE ��-0� MW. CLEARANCE (LARDING AREA) BETWEEN WtiEN UNSIABLE SUBGRADES ARE ENCOUNTERED, CONSULT ENGINEER FOR APPROPRIATE tHEAtMENT WHEN A CURB RAMP AND N CLEARANCE (LA SUBGRADE SIABILIIATION 45 TO BE USED, USE A WOVEN 6EOTEXTILE IAHRIC EOUIVAt.ENI TO OR BETTER THAN AMOCO 2004. ® RAMP COLOR SHALL BE BLACK AS PER TECHNICAL SPECIFICATIONS IN AREAS MATH UNSTABLE SUBGRADES AND GROUVOWATER INTNIN 6 INQHES OF SUBGRADE LEVEL. USE THIS SECTION Iw ) CONCRETE FOR PEDESTRIAN RAMPS SMALL CONTAIN O&ERMESH FIBERS AT WITH A GEOGFOD - TENSAR BXi1OO (NO APROVED EOLIAL) d' UI49iRLAY WTIH NONWOVEN FILTER FABRIC EGIIIVALENT ^ ,HE RATE OF I tJ? LBS OF FIBERS PFN C Y. Of CCNCRFTE 10 OR BETIFk THAN AMOCO 4547 PEDESTRIAN RAMP PAVEMENT SECTION • UNSTABLE SUBGRADES SCALE- NONE S+:AII NONF FINISHED GRADE 6� r L - m -COMPACTED BASE COURSE MATERIAL 6;! �__�-MSIING jj� �GROUND� •.:' pI REINFORCING PARS Q W ASPHALT PAYEMFNT (SEE TYPICAL SECTIONS) - Y —BASE COURSE MATERIAL (SCE TYPICAL SECTIONS) _ a N SUBBASE COURSE MATERIAL (SEE TYPICAL SECTIONS) ET` xcl OD .N m a Lj r lesta h PPP ROADWAY SURFACING L (SEE TYPICAL SECTIONS) DATES tr E-----___71 o] F1s cn........ �wyT ry IIOff1171t CCM f•SK>'CIA/tl �• C1VN 1�49dcmf 1 _„� ,;+;.• SHEET: �� wclsuwI T ucwncc>! ,�, TYPE 1 CURB �� C.9-7 J W CIVIL ero matoll urlJ Q 111 M YMA��- i J C 7 x - F- 17- Q U 1. A `J .j 75'-0' CROWN TRANSITION �V CROSS SLOPE VARIES W ow r TRAKKER TRAIL i t4+91.31 TRAKK R-]RAIL= STA_ 13+31.87 CHAROLAIS AVE JL L L NOTFS ADD 4600.00 TO ALL ELEVADONS ALL IBC RADN ARE 19 5' UNLESS stow" OTHERWISE MAINTAIN CHAROLAIS AVE, CROWN THROUGH INTERSECTION LDATA TABLE POINT STATION OFFSET TBC DESCRIPTION NO. ELEVATION CHAROLAIS AVENUE Q L t 12+98.87 19' (LT) 9S 6t - 1 PC- 2 12+9887 15'-6' (AT) 95.61 PC o 3 13+65.28 15'-6- (LT) 95.16 PC ♦ 13+65 26 15'-9 RT 95.1E PC L TRAKKER TRAIL 5 13+29.30 33'-6' LT_ 94.14 I BOC Y 6 13+29.30 33--6 R T 94.14 - _I BOC L 7 15+74.8t 33'-6' LT)_ 94-61 _ BOC 8 13+74.81 15;-6" (LT) 9497 BOC 9 1J+748t 15' RT 9497 BOC 10 13+74.8t 33'-6- RT 94-74 BOC 11 1]+ 55.aI 15'-6" LLT 95-02 P7 12 13+85.81 15'-6- RT) 9S.02 P1 ET L 1] 13+98.68 20'-7 112" LT 9♦ge MID POINT 14 13+9e �RT .68 20'-7 1 _ 9490 MID PONT xct r4 15 14+40.52 21'-4 1 2' L T 95.07 rtU PONT �[cno n PI'i I6 14+♦0.9? 21•-4 1 7' RT 95.07 WID POINT 17 144 2+32 ,s-6' LT 9941 PT ATES 14+5?32 15'-6`RT 9541 P, - 19 14+64"31 0 95.63 BOC 0 I 14+64.31 15'-D' R1 99.63 BOC �vo1 v 123 Da INTERSECTION OF CHAROLAIS SHEET: AVENUE & TRAKKER TRAWL to u � Ci5-8 (SCALE IN LLET1 '11 1 CONSTRUCTION NOTES: 11 l t StAl" CALLCUTS ARE FOR 1HE STREETS ;-MAT THE SIGN IS OFFSET FROM J 2 ALL 51GNING ANO STRIVING MUST MEET 4UTCO 7Wt AND SECTION 075SI AMU D961D COO ] VERIFY STREET NAMES VAN ENGINEER AND C17Y OF BOZEMAN PRIOR TO ORDERING W DNI 4 REFERENCE BEET C6-t FOR SIGN MovNTwG MTAILS > Z 11 — 5 SEE DETAo.S ON SHEET CG AND COO 9510-1 FOR SIGN MOUNTINC F Q �— ' U ct w F J � � MM° J I II J' W J QZU II °w " I 1f it ` Uc) P� � 3b III r _ tl 'I STh. T,+14.21 (RT) / $` II I �SIGNNSR1;-1 STA 14.9437 (RT)� SIGNS R14-1 ----A a - J _ PWTQ 11 84.22 (LT) II C I1 51G.S 1 -1 L�J1mi1 - — 1`1 STA- 14494.37 (LT) M6 1 51GN5: R14-1SN — U ` II d1M -1 V I I � ;ifN G9-6 SIGN R9-6 J COO SLA 1042460 LT — _ _S1A 13t69.30 (Ru ` �STAI SIGN: RI-1 4 (SIGN p1L al Y _ ` ETA [w1c, No ■ , I� I I ' II I hlmv, [r ppF 71- ' I VIA ' �- �= - 1 `1 - ` _ -- - - - - --- -- - - ----- ATES aj ----- - - a041941 r[ccu•wsocur[s {` _ ■ --- ------- � CIYK IYLIN[[11S — — , --- ---__ - ------------ _ - SHEET 1 I.� ----- 50 C 50 �-- C6-0 FUTURE STREET NAME SIGNS (8• ■ VARIES) I VARIES _ HANDICAP PARKING 10*-4 3/4 / SIGN LOCATION ORIENTATION OF SIGN -�-- PANEL 512E Ix' (D9-6) 70 CURB FACE VARIE5 _ -_ ONI ?I I > a 2•_O• CLEARANCE e TUBULAR STEEL POST VARIES ' Q U a m < `F SIGNS VARY r O SEE PLANS a � z m =` D 9 SLOPE 1/4'/FT --, a Z FACE OF CURB o i j� 00 OR SHOULDER �i 2 y 116 � I O w X� CL 00 f� N NON-REINFORCED CONCRETE -_ INTERNATIONAL SYMBOL --�4' YELLOW NOTES" "N OF ACCESSIBILITY PAINT (TYP) >SEE THE CITY OF BOZEMAN STANDARDS FOR FURTHER DETAILS 4- YELLOW PAINT (TYP.) >SEE MUTCO FOR SIZE OF ALL SIGNS. FFZ J INDICATED PANEL MOUNTING HEIGHTS ARE TO THE LONER MOST PANEL FOR INSTANCES WHEN MORE THAN ONE PANEL SHARE A COMMON POST ((((q n 4, ALL LOCATIONS SHALL BE VERIFIED IN THE FIELD. $ >STOP SIGN POSTS SHALL BE EXTENDED 22- ABOVE PANEL k HAVE A THREADED N WATER TIGHT CAP FOR FUTURE STREET NAME SIGN INSTALLATION BOTTOM STREET NAME SIGN SHALL BE MOUNTED 6' ABOVE STOP SIGN. ALL REMAINING SIGNS SHALL HAVE THREADED OR WELDED WATER TIGHT CAPS 2" ABOVE SIGN PANEL. INGS SIGN MOUNTING PAVEMENT MARK SCALE NONE SCALE NONE Q � lz Oa O W W W W � Q J Q Vvi Qp J J 15'-0"1 15'- 9CN POST U-BOL TA MIN O O O CC W HT -a V MIN. MOUNTING W -1 BRACKET \ _-! A 44 o ] GG V... LOCKWASHER 1= \I O 0 c ' HEX NUT V • mR a �I' DO A- PLATE WASHEi Cc FACE OF SIGN -� _ FANEL 1 7/0' \-1/2' DIA w 1/2 MIN COLLECTOR OR MIN (VNF 20) HEX FLANGE o Y! SCREW o _ 40'-0 40'-0' LOCAL STREET Y W COLLECTOR OR g L LOCAL STREET N DTE: �- I _ `1 ALL MATERIAL USED IN FABRICATION OF THIS TYPE MOUN71NG BRACKET - ET L SHALL BE CADMIUM PLATED OR GALVANIZED STEEL ARTERIAL STREET � I AOJEGT M0. O NAWN /Y: "GI L DATES 4t: 2.71.63 NO FENCE, WALL OR PLANTING IN EXCESS OF THIRTY INCHES ABOVE STREET CENTERLINE _os: t 145-4� L GRADE SHALL BE PERMITTED ATHW THE STREET VISION TRIANGLES 67e03 SEE ZONING ORDINANCE FOR ADDITIONAL WFORMATION R01091"Pt CCIA♦ASSOCIATES fY; CIVIL IMGIIIEEAS .�.,..... SHEET: �_I K,•MM�lA00e Wes, MOUNTING BRACKET STREET VISION TRIANGLE - COB ZONING ORDINANCE 18.50.080r4 C6-1