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HomeMy WebLinkAboutBaxter Meadows Subdivision Roadway Infrastructure Davis Lane 1BD AXTER MEADOWS SU13DIVISI . N ROADWAY INFRASTRUCTURE RECORD D DRAWINGS APPROVED DAVIS LANE`l E NAmr DArr ,rDk,� THOMAS,DEAN&I IOSKINS,INC. f NGINIII.RIN(.(0NSULI-ANTS �O�Y C l5-BpZEMNN-NKrSVELL y,iN wm _ 1 LEWISfDN LOGA BOZEMAN, INIONTANA NOtiTAIIILR 5, 2003 �I11.1 1 I\I 11,E r AI-.111 O AND PROPOSED FEATURES PLAN F . .._ —•��� 1�(1(( l l J(l 1I\ `'VL EFISIING AND PROPOSED FFAIIJPE`• PLAN 6. .. ... — .'Af F,";NG AND PPOPOSFO IFAIURES PLAN & - — . _sIJF E dIS IING AND PROPOSED FEATURE, PLAN A- — II - i ANF RC A7 Jf SIGN I)A'A PLAN & PROF ItE STA — uFo ') su:N DATA PLAN & PROFILE �Fa a,ca 'o 'h-, W li,1X7IiR _ - ( W [ UI -IG^J OAIA FLAN $ PROFILE STA TE 'i ��IIC;1ll0�11ti ,I' I AF DL_q"N UAIA Pt AN a[ PROFIIV �'TI _ 'N College st CITY OF :� K - - -- --- - --- --� BOZEMAN 1 THOMAS, DEAN & HOSKINS, INC. TD&H \I I RIM, ( ()\Y I I ,\NTS IN. r. Civil Engineering 32 DISCOVERY DRIVE. Land SUrveying BOZEMAN, MT 59718 ALLIED Geotecnnic;al Engineering PHONE (406) 582-02-21 ENGINEERING Structural Engineering FAX (406) 582-5770 SEF2VICES. INC PROJEC-I EN<IINl -R: SCOTT R. SMITH. PE DESIGN FNGINEERS: SCOT I R. SMITH, PE & DEANNA GEBFIARD, 1:1 OVERALL SHEET I OF ''4 C0VER SlITET — CI ,4: tl r -I. hl",. F ,',� , - , I'.•I ii 1.I;'. uf,E LI � 1 f -rrtt"a�Y- RADIUS NOT - �A" CONSTRUCTED - r `f0' ROW- - .�,.. _ _ f,I,;'II r v',',. SIDEWALK TO WF'•- h h" nr.F BE CONSTRUCTED AT A LATER TIME — — " •— _ '.I I'li_' i IP... ''1 DAVIS LANE PROPOSED FEATURES RECORD DRAWINGS APPROVED NAME TITLE DATE TD& THOMAS,DEAN&HOSKINS,INC. ENGINEERING CONSULTANTS CWEAT ww W0Ark1 Z Q n� V Y �W 1� Q W[� 4700D In — Yn 46950 w, r 4690.0 46850 a - IPANSITION SPILL CURD _ 46800 FROM FAST TO WEST SIDE O.SG% STA. 1+30.63 TO 7+63 FINISHED PAVED ROAD 4 ` ---- - EYIFittJG GR(iUNO xISTING GROUND - E 46750 FINISHED PAVED ROAD f XIS TIN(. � NEW ARCH RCF' - _- --- -- - - -- - - -- -- - --- -- -- 4670.0 DITCH CULVERT 4660.0 - IE� `n?,n d d dd dd dd Yd •1 KV d d dV dd dd Q Y I v u I,1 0(I I r f,O ��. ,rn .I,�� 01 01 h 00 8+00 IF BAR DOES NOT EQUAL I INCH PROFILE, V'IE` ' - DAVIS I,ANT1'; '.Cali. VERIFICATION DnR SCALE HAS BEEN CHANCED NO REVISIONS DRAWN BY DATE HORIZONTAL SCALE 'VERTICAL SCALE v (\T� PROJECT It 01--741 j 1 ADD CATTLE GUARD Sc NOTES TLT _ 9-26-03 0 30 60 0 10 "'0 _- 'U lyl BAXTER MEADOWS SUBDIVISIONEngineeringi.nls[ut EK1'UKIVL OAIE. tIj05/OJ � 2 REVISED CULVERT NOTE KWO 11-05-03 �- I ---� scol'» �Ivl� --- - rr�� 1 T Bl1LLA1Ah NIT,4'Ih R-DAVIS �V-1 -- DA1 IS LANE STA. 0+00 TO 8+00 Land Surveying t INCH = 60 FEET t INCH = 20 FEET �'""' � � � J PHUNI r44 k,l se?0221 °'°°°f ALLIED - PROJECT ENGINEER. SPS DRAWN Br SRS. DLG ) �1 Geolechnlcal higincering I-V�raIK, 5h7�,+u ti *.'J�t »•sue' ���Li1��IAiV,M(��'�j 1��:� GNGINEGRING � R.aX]ER \11 - — DESIGNEII BY. SRS. RC REVIEWED BY SRS, TLT ?"('c4n4 r 3 C tur.l or rvLw_ t t1','INC E NCE PA NitNT _ tVI$TING VALHo' REM I';E h REPLACE SUR E" VOLj''.M[r..- AS PER SPF CI' IC A 11r1NS % ( .v AI 1 , _ IRE $ ;;LII It nl VJc-.: i l(4 iP 100* HI )I WAt SIDEWALK TO I BE CONSTRUCTED " - - AT A LATER TIME —_ W L+: w v i— PLAN VIEW - llA\'IS LANE FAIS ING AND PROPOSEO FEATURES RECORD DRAWINGS APPROVED NAME TITLE DATF TD& THOMAS,DEAN&HOSKINS,INC. ENGINEERING CONSULTANTS cos„an S-602EYN1-g4L5PEu wAvl.a,oa �[x+sTow mua 4720.0 47150 PVI STA - 8+63 ti,I•_�' PVI ELEV = 4682,32 4710 0 AA. = 0.73 K = 273.59 4705.0 — --200.00' VC — yi I 4700.0 4'90 7 n n ao ap 4695.Q q � [xaraG DeouNr, , 4690.0 > U > A r, I- a ._ - - - - - - - - - - --- m t?37 STA. 9+53 TO 26+07 ang5 l 4685.0 1 J FNISH L -A,[.I E l {� "Fl 0_n DESIGN ROAD 4680.0 FINISHED PAVED ROA -_ _ _ __ _ _ - —- - - - a F'�Tli0 s 4675.0 :E' _467Q0- - - — - �- - - - - T--- - - - - - ._---- 8«00 9r fOcl ---� 10,11, I t, ---- f 13+:. 1MMN 14,00 --- -- ,Si01110 --- 16+Do PROFILE VIEM - DAVIS LANE SCALE VERIFICATION 8AR—IF BAR DOES NOT EQUAL I INCH --- _-- - SCALE HAS BEEN CHANGED N0, REVISIONS DRAWN BY DATE FiQRIZONTAL SCALE VERTICAL SCALE PROJECT p: 01 24t tiIII.I �. 3D 60 0 10 20 "'AN4 BA`�TER MEADOWS SUBDIVISION Civil Eng)neenng DhcnclK\uKfvl DATE 6n2;a3 sconq BI)/IM\N MI 59711t R DAVIS.DWG ©"-'.+ — _ LANE `STA. 8 �00 TO 16 00 LanaSurvcying I INCH = 60 FEET INCH = 2D FEET 17� DAVISi L + + I'IK)Nf 141N I SX'-0221 - f _ ALLIED (ieotechnical Engineering AX,4lN,<x2 c77o _ PROJECT ENGINEER: SRS DRAWN BY: SRS, DLG P _ BAX I'ER NIFADON\_'S BOZEMAN, MONTANA ENGINEERING DESIGNED BY: SRS REVIEWED BY: SRS. TLT DAMS LAN I'. _EDGE OF 'JC A' PAVE Mf N_ Y ti T F. AD f_,ra'[a - -T !-,cE - -I Ppm Ac Gll I'1 P i i DF W&i_r - -- - - I - -- --- -- - - - r•�tr f�l�, CAT;., DINE - -- - - - -+- - ^ ! SIDEWALK TO _ BE CONSTRUCTED I+��„��' o• -v+4, r' .� Mf^.A!,- AT A LATER TIME i z PLAN V1E«' - DAVIS LANE E`ISTJNG AND PROPOSED FEATURES RECORD DRAWINGS APPROVED NAM' TITLE DATE THOMAS,DEAN&HOSKINS,INC.,�& IiNCINEERINC CONSULTANTS cnenl``u.�s-eoznw-w�usPcu uor+r�w SPOKNC WASNNOON lEWI510N IUVq 4 115.0 4715.0 -- - - 4710 47100 ----- 4 705.0 4705.04700.0 ----- INI�HFO pA Vt 7� PnAO�� -ULU DESIGN _ 4700.0 FINISHED A �.63 - - _ __ ___ ___ _4695.0 PAVED ROAD- } - _ _ -_ - - - - - - _ _ �T• 4-95.0 �EwisTNr - - - --� f,ROLiNi' 469D.0 a690-G ------ _- - -- - - - -- - - - - - - - __ �E%ISTIN;; 1 4685.0 GROUND 4685.0 4680.0 e � 'e � c a e$� e d a'$� e � ` A •' v y a '� a` � °'F„�r <' 'a v�{a � a e o o f 8 16+00 17+On tRr no " -t2+00 23+00 24+00 " 8 1'IZOP1I.P. VI-I;1N' - DAVIS LANE.. SCALE VERIFICATION RAR IF BAR DOES NOT EQUAL I INC- - -- SCALE HAS BEEN CHANGED S _ PROJECT 11I: 01-241 N0. REVISIONS DRANK BY DATE HORIZONTAL SCALE KCAL SCALE _ �y]:,IrI• 1 MOVED NORTH ARROW KWO 10/29/03 0 30 60 0 10 20 �' NqV B7 7�` + t T T ` T`1E(\TAT DATE: 10/29/03 ONTA I3A1TI R MEADOWS Sl-rI3DI 1 lf.'i�O �•1\'ll(:nglnel'ring ;'I11S(()%FHY I IRIVF �I�I sour T +� ` 1 �7�� ` BnLI-NIAN.MI cu71P R-DAV15.DWG CO-3 1 INCH 60 FEET 1 INCH = 20 FEET ; 91 I' DAN'IS LANE STA. 1�6+00 TO 23+50 Land Surveying PHONL(4(10X2-0_''_I - 05 °{ ALLIED Geolechnical Engineering F.AX 140() X-'1770 PROJECT ENGINEER: SPS DRAWN BY. SRS, DLG ENGINEERING BAY CIiK hiE.\DO\\ti DESIGNED By SRS REVIEWED BY: sas, nT �'; k 13OZEMAN, NIT ! DAVIS LANF% - _CONSTRUCTION PLAN & FIR OF It III+ SHOWN FOR DESIGN ONL'- LxISTING SIGNS SURVEY MONUMENT EXISTING CUL.'ENT (TYp)� EAST EDGE OF 100' RIGHT OF-WAS EXISTING HYDRANT AND VALVE I I fit) CONS TRUCT'!Dr, Hr-H- EXISTING DITCH EDGE OF EXISTING DITCH `\ % - CENTER-LINE OF FLOW FL- CATCH LINE - E xiairt f_ GPAVEI- Rrlm EXISTING EDGE OF DITCH f SECTION LINE • SECTION LINE 1 MEDIAN SPILL. CURB _ EXISTING UTILITY PHONE LINES % m _E LIT LT 12I', 'N° _--, ROAD CENTER-LINE o IS LAN - - O O _ - _ ---- o o n , EXISTING HYDRANT o o o ROAD CENTER-LINE o 0 " r PAVE 0 MATCH CURB & GUTTER F HAXTE LANE SIDEWALK - - _ - -`_ SILL CATCH LINE- 5• SIDEWALK I.S' J SIDEWALK TO I EXISTING --- INST THREE o c 5' S1DEwALK 7 5' BE CONSTRUCTED) 12" WATER VALVE -� TR C DELINEATORS WEST EDGE Oi 100' RIGHT-of-WA, MEDIAN U CJ 8.5' BOOLE VAR O- MEDI A'J AT A LATER THE r B.5' BOULEVARD \L xISTING STREET SIGN EXISTING 12' 24' PAVED ROAD WITH 2' ` W W 24' PAVED ROAD WITH 7 REMOVE AND REPLACE ! i WA FkR VAt VE CURB & GUTTER TO WEST AND W W CURB & GUTTER TO WEST AND A' PER SPECIFICATIONS F+STING ` ?' MEDIAN SPILL CURH & GUTTER FAST SIDE .�'. .�'. 2' MEDIAN SPILL CURB & GUTTER EAST SIDL HAxIER LANE— m r PAVED y W c> <. f E.ISTINc uTlllrY PHONE TINES V - vl t 0(1' RUIN PLAN VIEW - DAVIS LANL; RECORD DRAWINGS a - EXISTING ANI) PROPOSED FEATURES APPROVED NAME TITLE DATE THOMAS,DEAN&HOSKINS,INC. TD&� T Ems E� rE%RG CONSULTANTS `. a WASNINGION z I.cwlsr�aN lawro w a w 4745.0 4745 r�m �,�, - -- - —� 4740.0 HIGH POINT ELEV = 4704,M IOW POINT ELEV = 4704.17 -474Du HIGH POINT SEA 2645&44 26 7`10 LOW POINT STA - 27+52,29 4735.0 Pp ';TA - )5.56. PVI STA = 27,75 47 vl STA = 2S>,25 I'vI CIF+ - 4'U)';- PVI ELEV = 470400 PVI LEV = Llnt A.D - $ 7 1 '0 A.D. = 1 71 4730.0 4730.0 A- ��0 nP �: Sr�-®6 bH.BJ N = 56.65 - K 4DI. _ __ 1000D' `'c 'n0.u0' vC --- 4725,D 4725.0 --�100,Do' JC -�-� -- N is 4720.0 4720.0 o m m , rcyy n o N n ,0 > ry 4715.0 4715.0 a o u a ru n r' U I NISHED PAVED ROAD � 471Q0 4710.0 � 1 - m - - - -- -- - - - - - - - fINISHEDPAVED 17nY; - ____---- ------ -- - � 4105.0 4705.0J��OLDDESIGN I _ _ - f �0a1_�T., _ it a700.0 1.237G STA. 114 00 lO 26+07 - _--Q. - - ---_ _ _ _ _ _ _ - GRUUNU 4700.0 4695.0 EXISTING GROUND ` t' DI'r.I 4695.0 4690.0 --- o T`+ N - _ m '!m oYFm0 e� 0 0 0 0 o n Q�♦y°, oio 00 0^0 00 00 0l0 0� 00 00 �o 23+np 24+00 25+DG-- - - -- 16+n_ _ 28+n, 29400 3c" 31,00 8 3 S SCALE VERIFICATION BAR IF BAR DOES NOT EQUAL 1 INCH PROFILE VIE`V - DAVIS LANE SCALE HAS BEEN CHANGED 8 N0. REVISIONS DRAWN BY DATE HORIZONTAL .A VERTICAL SCALE '-' q PROJECT #: 2/03 5HI:F,I 0 30 60 D 10 20 �QN7q�s BARTER MEADOWS SUBDIVISION DATE: 6/t2/03 Civil Engineering �'rnscovrRY nKivt CO- I HULL-MAN,MT S9718 R-DAVIS.DWG ll `t Dr'�V1� LANE STA. 23+50 TO 3I+00 Land Surveying RIL,INI 144W,0824Q2T t INCH 60 FEET t INCH = 20 FEET ,rw X ALLIED (;,,technical Engineering FAN(40615N'577U L F �7 BAKTIiR MLADO�tiS PROJECT ENGINEER: SRS DRAWN BY SRS, OLD �r, I30ZEMAN, lVgpNTANA ENGINEERING g DESIGNED BY. SRS IRLVIEWED BY. SRS, YET 1.2 5 DAVIS LANE Rl-1 SIA. 0+45.84 20' XZp l TRANSITION FROM MEDIAN SPILL CURB (FROM SOUTH) LJi FUTURE CATTAIL AND o OFFSET 6' FROM D APPR IT! - SOAC 92 aD GU TTFR (TO NORTH) ? - ♦ ry I A MAN' I^i;o CURB CUT TOP BACK OF CURB CATTIECU ARD - � Ir F a,slnm RUMOVE & DISPOSE EXISTING DIICH - 1 WL 4P w 20' X 0' PA ¢ l•LII. INTERSECTION FOR DRAINAGE ;1 n a,s,R CEN If \\ i P / ('1-12 TBC ELEV. a L' DRI VF WAv A PROACH o STA. 6+33 �'-' a OFFSET 6' FROM = 4678,37' a EAST EDGE OF 100' RIGHT-OF-WAY TOP BACK OF CURB - - - �-f/-- TBC ELEV SIDEWALK / = 4679.19' B Ab ANUUNi - DI ICH TBC ELEV� CURB AND GUTTER � _ , rn- n -TBC ELEV = 4680.87 ll t7 SURVEY MONUMENT TYP) EXISTING GRADE -1.72% o= 4677,34' TDH DAMS DESIGN = -LT3R END ROADWAY TRANSITION j 0o TBC ELEV. o o C u TBC ELEV rn —STA. 3+76.82 4678.31' TBC ELEV. = 4679,50'� _ _ 468012' m v \n' Q r� PILL CATCH LINE f TDH DAMS FINISH • GRADE = 4678A8' _ _ _ _ II _ oo MEDIAN SPILL CURB OK ��EXISTINGFELE VA TION rn N 4678.10' AT GRAVEL �+ N "7 +� to m ROAD CENTER-LINE m LOB SURVEY o 0 N 25J4-J MONUMENT BOX zw T TBC LEV. - 4679.3V - w o_-_- IBC FI.EV / 0 D.�FjS LANE a o o m¢ C. = 4679 71' \ _ CURB AND GUTTER ` `, SIDEWALK ;n, SIDEWALK TO ABANDON - -- _ A WEST EDGE OF 100' RIGHT-OF-WAY 75 ^ N i�' ♦ BE CONSTRUCTED DI TCH TRANSITION FROM CURB I AT A LATER TIME _ _ ___ 5' SIDEWALK MEDIAN AND GUTTER (FROM SUUiH) L = fILL CATCH UNE - - - - - - OBL 4 SOLID YELLOW WL-4R TO MEDIAN SPILL CURB (IO NORTH)STA. -1+20 "' STA. 2+40.6 R = 24' PAVED ROAD WITH W/ 4" SPACE (TYP A= 144459 TBC ELEV. = 4679.89' 8-5' BOULEVARD 2' CURB & GUTTER TO WEST x OFFSET 8' FROM / USE WATER BORNE EDGE OF PAVEMENT 2' MEDIAN SPILL CURB TO EAST INSTALL t20 FEET OF 58 +/T B1 51,.- ACRYLIC (LATEX) PAINT r T. (48-INCH EQUIVALENT) CURB SAG INLET PAB ; ARCH RCP, CLASS 3 W/ It ! (LENGTH INCLUDES FIE IS) STA. 3+07 ,•1.t; L _ BA e„l tpL INVERT IN = 4674.5G DEPRESSED -' !. INVERT OUT = 46/38' ELEV = 4679,0 `.04 X SLOPE = 0.51. J T r PLAN VIIEW - DAN'I5 LANE ROAD DESIGN DATA RECORD DRAWINGS APPROVED NAME TITLE DATE a TDI& THOMAS,DEAN&HOSKINS,INC. ENGINEERING CONSULTANTS Z¢ GREAT F&,IWZF--K4JSPEIL MON O LSFwI�s� w ll w 0 U¢ V)p Z O 47000 4695.0 0° ttia,,r, + Ic 4690.0 tl n > ar,-I,T-, m ¢ m 4685.U Fi 4685.0 4 ° _ TRANSITION MEDIAN I:URH _ 4680U TROM EAST TO Wf ST SIDE I.ln� FINISHED PAVED ROAD 4680,0 0.92% _ ____ -"- -- - - _ - - ))) EXISTING- GROUND 4675 FINISH[ PAVED ROAD.0 / - - - - - - -- - - - ---- - - - -- - - -.---- - --- 4675.0 NEW AR(,[, RCF' 46709 DO CH CH Cut VI-R 4610,0 4665.0 4665'0 4660.0 4660,G _. In ao e r- Q}mM�Qr ,.�^ o ,n o ,r r.�� m�� _o ,•1�n ,n o o'�' a Y �ma as m,p ma q,p y Hm 7� d,mp almp �� aT d� 'fib y � drrya 8 MM {I pM1 ^. ry u+Du 1+UC 2-00 -DO J.OL 5.n0 - -- — 61nT--- — 7+00 8+00 8 SCALE VERIFICATION BAR IF BAR DOES NOT EQUAL 1 tNCH PROF]LE VILNN' - DAVIS LANE s SCALE HAS BEEN CHANGED NO. REVISIONS DRAWN BY DATE HORIZONTAL. SCALE VERTICAL SCALE N�a PROJECT #: 01-241 5111,•1.1 i ADD NOTE ON CATTLE GUARD TILT 9/26/03 0 30 60 0 10 ?0 �� N ` DATE: 11/05/03 --�� BARTER MEADOWS SUBDIVISION Civil Engineering ,Dist(All.RN DRwE .I _2_ DD GRADE BREAK STA. 1+30.63 SRS 10 10 03 { scnn LANE `� (1, (1�(1� T(� 1� Bo/I.MAN,M1 S9118 R-DAVIS.DWG c l-1 3 ADDED SIGN STA. -1+20 KWO 10 15 03 I DAVISA V L.Al�l E 7TA, 0+00 1 O 8+00 Land Surveying — 1 INCH = 60 FEET 1 INCH = 20 FEET a'�' r, � PIIUNF,J(Ihl ypi-U2_'I I.q' 3 ADDED TBC ELEVATIONS KWO 10 15/03 PROJECT ENGINEER SRS DRAWN BY SRS, DLG ° ALLIED Geotechnical Engineering rAX,40hI-S2-5T71I ----- ' i'a,� �� t�1�T ENGINEERING g g BAXTER MEADOWS 4 ADDED ROAD STRIPE NOTES KWO 10/29/03 ------ - " I3OZEM A1�I, MONTANA -- REVISED CULVERT NOTE KWO 11 OS 03 DESIGNED BY. SRS REVIEWED BY: SRS, TILT `E91 se,av,nes w�: DAVIS LANE z Tr 4 20' X 20' PAVED DRIVEWAY APPROACH \ iY a \ EAST FOG[ OF tUG`' RICH' 04 WAS 20' X <^G PAVED i DRIVEWAv APPROACH? � EDLE OF EYISTINC DITCH EXISTING MAILBOX REMOVE & REPLACE- SURVEY MONUMENT 1; LY.ISTING DITCH CENTER-LINE OF ROW AS PER SPECK"ICATIONS -- %�(TYP.) EDGE OF ExISTING DITC!1 - F-ILL CATCH LINE FILL CATCH LINE_ - - --_ - - - - - --- - - - _ — _ _ _. _ _ - - -- - - - _ SE(LION LINE - _ ION UN - MEDIAN SPILL CURB J f DAMS LANE c a w ROAD CENTER-LINE p O CURB & GUTTER SIDEWALK WEST EDGE OF 100' RIGHT-OF-WAY -- -1 - SIDEWALK TO i '4L CATCH LINE N m BE CONSTRUCTED / 5' SIDEWALK EXISTING MAILBOX FILL CATCH LINE AT A LATER TIME UBL 4" SOLID YE_IOW 7.� _ REMOVE & REPLACE `J W/ 4" SPACE (TYP.) B5 BOULEVARD MEDI ArJ AS PER SPECIFICATIONS Wu�E wAIER HORNf La W W W ACRYI If (I.ATE x) PAIN' x x xx 24' PAVED ROAD WITH 2' OF 100' ROW 'n 7] CURB & GUTTER TO WEST ANC W W 7' MEDIAN SPILI CURB TO FAT _ PLA", VIEM - DAVIS LANE RECORD DRAWINGS ROAD DESIGN DATA APPROVED NAMF 1IiLh DATE TD&IO THOMAS.DEAN&HOSKINS,INC. ENGINEERING CONSULTANTS GREAT F.LLLS-60ZEMW-IMISPELL IAOIVLNIU IMST� WISHIHCfON LEYnSTON IOAHO 4120.0 4720.0 4715 0 4715.0 PVI STA = 8+63 it PVI ELEV = 4682,32 4710.0 471&0 AD. = 0.73 K = 273 59 4705.0 4705.0 -200.00' VC-- - _ a 700.0 .n 4700.0 n N n m m 4695.0 - 4695.0 ' m ^ a I)1 w EXISTING GROUND U w w > ABANDON E XISTNG DRIVE -_______>___ 4690.0 4690.0- m > \TO HAXIER MEADOWS r.23% STA. 9+63 TO 26�1)' - __ -_ _-_ - ----.- _- m 4585.0 4685 0 - FINISHED PA _ \ ROAUHED PAVED OLD DESIGN 0.5074 _ 4680.0 4680.0 EXISTING GROUND_ . -- -_ - _-- - --- _4675.0 4675 0_ 4670.0 (]n--- - i c���y{ip� m r,, � nn ,,, •�,- �{{{{{ggqqq a' n 4670.0 p w Ol 8400 9tiUO 1D+00 -- -- - nrOfl - - - 12+OC. 1.i,ivl 14+00 154DO 16+00 PROF111"' VIEM - DAVIS LANE s SCALE VERIFICATION BAR—IF BAR DOES NOT EOUAL I INCH SCALE HAS BEEN CHANGED N0. REVISIONS DRAWN BY DATE HORIZONTAL SCALE _VERTICAL SCALE ;pNi4 ``7 TT`) (��7 PROJECT N: Oi-241 ti(j1,,1.•1 1 ADDED ROAD STRIPE NOTES KWO 10/29/03 0 30 60 0 10 20 ! N9 11, BAXTER �,1 EADOWS S-W13D1 y ISIOly � ��IV11 En�',II1CCfln�, 12 DIS((i1'P.R1'PRIM DATE: 10/29/03- Cl-2 --� F, HIHI MAN.MI S971K R-DAVIS.DWG ---- r Land Surveying �,H `� DA6 I� LANE STA. 8+{➢{� TO 1�+�fl RHUNE,arX,I;X:-()'_'I INCH = 60 FEET INCH - zo FEET ALLIED Geotrchnical Engineering rAX(uK.)sn_-5770 BA}iTE121I1:.\1)0N1'ti _ PROJECT ENGINEER: SRS DRAWN BY: SRS, DLG , '`- BOZI1MAN,MON'1 ANA ENGINEERING - DESIGNED BY: SRS REVIEWED BY SRS, TLT DAVIS LANE st vI<F i z 20' x 20' PAVED 0 a i lI-Iij DRIVEWAY APPROACH l; i L'1 12 n - O F AS E.DGE OF 100' RIGHT-OF-WA Yp - a FILL CATCH LINE EDGE OF EXISTING 017!� _ - _ - ___—�___ - __ 4-1 - MEDIAN SPILL CURB _ v co ROAD CENTER-11NE o ` i 0 g DAVIS LANE 0 �.�0 0 CURB & GUTTER _ SIDEWALK FILL CATCH LINE - - - _ - _ -_ _ _ '__ _ — - - -1 - - - - - - - - - - -I 5' SIDEWALKf--- SIDEWALK TO M -r BE CONSTRUCTED WEST T.DGE OF 100' RIGHT-OF-WAI EXISTING MAILBOX ... '� F F AT A LATER TIME fJ^ W Lti BOULEVARD DBL 4" SO[ID YEI LOW + REMOVE AND REPLACE 9 5' AS PER SPECIFICATIONS W W 100' ROW- W/ 4" SPACF (TYP i W 24' PAVED ROAD WITH 2' USE 'WATER HORN 'Ij f CURB & GUTTER TO WEST AND ACRYLIC (I.AiF X) PAIN- ,�7] (_•1 7' MEDIAN SPILL CURB TO EAST �- ME DIAN v F- X i i PLAN N'IR1N' - DAVIS LANI ROAD DEtiIGN DATA RECORD DRAWINGS APPROVED - —- -NAME ---- TITLE DATE TD&Io THOMAS,DEAN&HOSKINS,INC'. ENGINEERING CONSULTANTti Snpu�TµFL S-eozE -KMIWEu tloNTA1U WASHINL UN lfW15TON N o 471S.C1 4710.0 4705.0 �� 1 a' - j 4700,0 I IN SHE D PAVED ROAD-, OLD OES,FN-, __ FINISHED - 4695.0 PAVED ROAD \ 1 23% STA-9163 T026`_n/46900 LXiS TING GROUND EXISTING L 4H3C C. 4685.0 GROUND I 4680.0 4680 C Jm � O '/ � N O+ •� m ��Q1]I�V .t� �(pQATp�yip al r �I _ �I'! y � �,(Iy!Z�vf' VU' p M 0 � O, Or � Q+ Or� O NNN Qi Oi OT O O 16+00 0 -- --- - - *0 p. a 17 r I-r, 0 - - - 22 4 r,_� 23 24+00 F BAR DOES NOT EQUAL I INCH PROFILE �'I1�:1�' - DAVIS LANE SC AI-E VERIFICATION TSAR—SCALE HAS BEEN CHANGED _N0. REVISIONS DRAWN BY DATE HORIZONTAL SCALE RTI A A j 1 ADDED ROAD STRIPE NOTES WO 10/29/03 0 30 60 0 10 20 J,QNTA qq, 1�1► �]�T�TJ T�AYJ�T11`1t�L7` `�T)d1TS"f��(�1\7 PROJECT d: 01-241 1}�I;1,.-I 1 C] 1 L11 lYil dJIV YV sJ 7 L31JFIl V 1 " V Civil Engincerin� DATE: 10 29 03 i- DA�{ T` 9 L j1�/� T(� 'j (� , 1 DNLI/V'E 1l,'DKIVI. / / Cl-3 V'1�7 LANE STA. 1V+�1✓l0 1 'll �J+�UF Land Surveying H(ILLM AN.M L 5471N R-DANS.DWG 1 INCH = 60 FEET 1 INCH = 20 FEET f` i' _ ALLIED I'll)"'I WMg9N241..1 - PROJECT ENGINEERS SRS DRAWN BY' SRS, DLC Geolechnical Engineering FAX I406)SN257TU BOZEMAN MT ENGINEERING BA?C7'ER ME:\DO1Yti DESIGNED BY SRS REVIEWED BY, SRS, TLT 1 DAEIti I AD R2-1 z o, STA. 25+50 in ^ OFFSET 6' FROM 0 wu+ TOP BACK OF CURB FOR END OF %CAICH CONSTRUCTIONUNS GN PAVE TO BAXTER LANERADIUS = 25' EAST EDGE OF 100' RIGHT-OF-WAY EXISTING HYDRANT AND VALVE SURVEY )B B EDGE OF EXISTING DITCH MONUMENT BOX \pT1EXISTING DITCHENTER-LINE OF FLOW FILL CATCH UNEEXISTING SIGNSEXISTING EDGE OF D17CH - --��CfON LINE • I L = 1609' MEDIAN SPILL CURB _ R = 7u0.O0' - EXISTING MEDIAN SPILL CURB ti P LNn ROAD CENTER-LINE rn WATER VALVE 0 = 11901" c m e ROAD CENTER-LINE o N 0 7 5' 00 00 EXISTING o o FUTURE DAVIS LANE o o I o 0 o CURB & GUTTER I MEDIAN ELEVATION L n v 4704.43' CURB & GUTTER ' i II II , _ SIDEWALK SIDEWALK_ c q L CATCH LINE - --- t °' FILL CATCH LINE 7.5' SIDEWALK TO 2a" SOLID WHITE� + SIDEWALK ,!, 5 SIDEWALK SHALL BE INLAID THERMOPLASTIC EXISTING MEDIAN BE CONSTRUCTED- U U OR PRE--FORMED PLASTIC TAPE N HYDRANT WEST EDGE OF 100' RIGHT-OF-WAJ—,�, .5' BOULEVARD AT A LATER TIME B.5' BOULEVARO- F+ 100' R1-t W Cia ROW STA. 26+07.77 _ WAITER VALVE W � 24' PAVED ROAD WITH 2' OFFSET 6' FROM EXI TING ST EET SIGN CURB & GUTTER TO WEST AND x x DBL 4" SOLID YELLOW TOP BACK OF CURB RE VE AN REPLACE 2' MEDIAN SPILL CURB TO EAST W/ 4" SPACE (TYPO) AS ER SPE IFICATIONS BAXTER LANE J USE WATER BORNE ® w di slnw IN S N CLIt ACRYLIC (LATEX) PAINT ° w ff V x r, :J 24' PAVED ROAD WITH 2' PAVEMENT TO MATCH z F BAXTER LANE v Qa CURB & GUTTER TO WEST AND 2' MEDIAN SPILL CURB TO EAST w END CONSTRUCTION FOR DESIGN ONLY PLAN VIEW- DAVIS LANE RECORD DRAWINGS a S< ROAD DESIGN DATA APPR(IVFD co a wQ Z N O NAME TInE DATE w ^w z? ^z THOMAS,DEAN&HOSKINS,INC. K ^'W TD&I6 ENGINEERING CONSULTANTS w GAEA1 rAUS-BOZEwn-KALW LL r ONTANA SPdSTNE M OAW z 4745 G •'m v+ 4745.0 4740.0 _ HIGH POINT ELEV 4704,X 22 LOW POINT ELEV = 4704.17 _ -- 4740.0 HIGH POINT STA = M4FbB:''g4 26+79-07 LOW POINT STA = 27+52.29 PM 5TA 26+56,72 PVI STA = 27+75 4735.0 - 4735.E VI STA = 25� PVI ELFV = 470455 PVP ELEV = 4704.00 4730.E PVI ALEV `D.801.77 A.D. _ -1.70 KD= 1,71 4730,0 K = 38:8Q 58,82 K 4 00 100. ' VC -- -100.00' VC 4725.0 a725.0 100.00' V — ? ni 4720S ^ "! N �+ ry tO 4720.0 D a ao - — + + O N 4715.0 4715.0 + N ^ ^ ^ rV a a N i U > FINISHED PAVED w 4710.0 > ROAD�� - - 4710.0 m 4709 0 1,24 7.FINISHED PAVED ' _ --- ------J- � EXISTING 4105.0 -- ROAD _ ��-'--s. , �0 477b __- -----=S3 ----_-'- GROUND 4700.0 --_.___ .__ -l_ _ 4700.0 OLD DESIGN �- 4695.0 EXISTING GROUND ~L T, -��DITCH 4695.0 4690.0 --_---- 4690.0-. m m a O - o f .. _'°�` _. -_- on •a "t.n ,�r ^rn �'d mo aw a O a 0 O o O O o O O 4 0 ' oo -_ Or _ D' Da Oa 20 O< Da OO S 11+UG 24+00 25+00 26+00 _, �.- 28+00 29+00 30+DO 31+00 8 SCALE VERIFICATION BAR IF BAR DOES NOT EQUAL 1 INCH PROFILE VIEW - DAVIS LANE SCALE HAS BEEN CHANGED NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE VERTICAL SCALE r-QN74 L PROJECT II 01-241 SHEET 1 REVERSED 45 MPH SIGN KWO 10/15/03 0 30 60 0 10 20 YR -- k4 y' J _ i BAXTER MEADOWS SUBDIVISION Civil Engineering 32 DISC'OVERYnItIVF. DATE 0/15/03 ���� 2 ADDED ROAD STRIPE NOTES KWO 10/29/03 r7 >xnn x �, DAVIS LANE STA. 23+�� 3,0 ITV M dOLFMAN,MT 597'I R-DAVIS.DWG € �M Land Surveying — 1 INCH = 60 FEET 1 INCH = 20 FEET V 1 1;' PIIONE 140615X241221 ALLIED GeOtechnical Engineering FAX 0%)5X'S PROJECT ENGINEER: SRS DRAWN BY: SRS, DEG �, 2_. g BAXTER MEADOWS r BOZEMAN, MONTANA DESIGNED BY: SRS REVIEWED BY: SRS, TLT ENGINEEKING serxvrces DAVIS LANE 100' ROW �100' ROW( 50 a 50 I � ' I O I w O c N z w I N f I,a u w mU Z < h END CONSTRUCTION HERE. ;o w'� ; I0 FOR DAVIS NORTH OF DEADMAN'S �' m c w cr SEE PLAN PRO SHEE 1 C20 OF 38 COB HANDICAP RAMP G� a W as Q FOR CATIAIL CREEK SUBDIVISION PHASE '2 BY THOMAS, DEAN & HOSKINS, INC. (TD&H) END OF PAVEMENT 10 I TRANSITION TO GRAVEL I < TO WEST MATCH EXISTING PAVE MENI - AT CATTAIL 11 TBC AT PT ELEV. = 4677.62 ROW ROW FROM TD&H AS-BUILTS - - - - - - R=25' I iRA ITION PAVEMENT TO ROW MATCH EDGE OF NEW PAVEMENT , MAT H EXISTING PAVEMENT. 1 WITH BAXTER LANE. /r EN CONSTRUCTION AT NORTH END CONSTRUCTION AT NORTH �. I / EI E OF BAXTER LANE. DEAD MAN1S Gt?LCH TOP/BACK CURB EDGE of BAXTER LANE .Ey VALLEY GUTTER "00' ROW EXISTING EDGE OF PAVEMENT 90' ROW 74' 65' ROW I FLOW TO NORTH CATTAIL —-- 20' GRAVEL f 1� " ROAD _ 100 TRANSITION Q_ _ 100' TRANSITION 42' BAXTEIR LANE CROSS SLOPE VARIES CROSS SLOPE VARIES z EXISTING EDGE OF PAVEMENT RADIUS NOT - �� TOP/BACK CURB EDGE OF NEW PAVEMENT. CONSTRUCTED � w NOT FOR CONSTRUCTION A7 THIS TIME. SHOWN FOR CLARITY. `a R=25' TBC AT PC ELEV. - 4677,61 R=25' ROW I / FROM TD&H AS-BUTT TS ROW w a � HANDICAP RAMP COBB) COB HANDICAP RAMP Z \� z m m a � Y Z U W U JI I m S ml ) a a a w a o I" m m NIA 31w' 'I YIZ \ Q Q U U O I v1 O r0 Ni al ut \ F-1 \ O I I J I QI I ) I i I I I I I I I I I DETAIL NOTES a DETAIL c1-u INTERSECTION OF DAVIS LANE& - -- - E'I.I1 INTERSECTION OF DAVIS LANE&BAXTER LANE DEAD MAN'S GULCH&CATTAIL MAINTAIN DAVIS I ANT CROWN THROUGH INTERSECTION WITH DEADMAN'S GULCH. T� - 25 1" = 25' NUMBER STATION OFFSET TBC ELEV DESCRIPTION RECORD DRAWINGS NUMBER STATION OFFSET TBC ELEV_ DESCRIPTION _ 1 0+20.84 +38,84 4677.61 PC 5 26+06.98 +14.00 4704.45 START 12" LAY DOWN CURB APPROVED 2 0+45.84 +14.00 4678A4 PT S 3 0+49.33 -14.00 4679.00 PT N;d,:. nnF DATE a TD&� THOMAS,DEAN&HOSKINS,INC. 9 26+32.11 -39,90 4703.98 PT - ENGINEERING CONSULTANTS -14.0 PC S EE�AT F iS-BOZEY -Kk ISKU 10 26+06.86 0 4703.48 wAs OWN EEwlSrow Io�wo SCALE VERIFICATION BAR IF BAR DOES NOT EQUAL 1 INCH o SCALE HAS BEEN CHANGED N0. REVISIONS DRAWN BY DAIS 'oti A y,,. PROJECT It: 01-241 SHEET SCALE AS NOTED ("'.� 9 ,. BAXTER MEADOWS �,J'UBDIVISION � Civil Engineering I'DI%COVF:R%'DR1VE DATE: 6/17/03 1 11 score•. BOLE MAN.MT 59718 R-DAVIS.DWG cl-11 *i 1 `1 DAVIS LANE - INTERSECTION DETAILS Land Surveying pHONI(4061582-0221 ALLIED Geotechnical Engineering FAX(40615X'_.5770 PROJECT ENGINEERS SRS DRAWN BY: LJG o`\ i' r+ T ENGINEERING BAXTER MEADOWS DESIGNED BY: SRS REVIEWED BY: SRS, TILTc.� B011✓1�IAN, ON DAVIS LANE 3 2'-0" DISCHARGING n CURB & GUTTER r -- - - 100' R/'A 2'-0" CURB C.. k. h- �& GUTTER__ 12' 0" _ 12' 0" _ 7' 6" L f TRAVEL LANE TRAVEL LANE MEDIAN - - 50, il' - -- - 'i 111 wA,v 4:JLn E:aul' � �TO BE CONSTRUCTED o w AT A LATER TIME FINISHED GRADE u CENTERLINE �, J REFERENCE POINT 2% SLOPE 37. SLOPE 1 4:1 +- I 4" ASPHAI! C01JCRE-i1 TpE"_',III. .I... (TYPE B. 2 LIFTS) RECORD DRAWINGS COI1 „KA � __ — CRUSHED BASE 1 IF111 ?� r'.I rrr:' COURSE (I" MINUS) APPROVED 24" SUBBASE NAME TITLE DATE L (6' MINUS PITRLIN) UNDERLAY 'NTH AMOCO 2004 WOVEN GEOTEXTILE FABRIC OR EQUIVALENT TD&I� THOMAS,DEAN&HOSKINS,INC. FNCFNEERIN6 CONSI ILTANTS 0 S_WZEAAN_ PRL wAs ONT A �1 SECTION 1-I± DAVIS LANE.100 FT RON' — 4' 2'-0" DISCHARGING s CURB & GUTTER a — 100' P;Y' 2'-0" CURB & GUTTER -..r., 7. 6,. 12•-0.. 12'-0' 8'-6" 5 0" w D --IAN TRAVEL LANE TRAVEL LANE BOULEVARD SIDEWALK z o w U Z, FINISHED GRADE TO BE CONSTRUCTED CENTERLINE AT A LATER TIME REFERENCE POINT 27. SLORf 40 -T _ I ( 3%SLOPE 2%SLOPE I—9" MAN 4" CONCRETE - 74" ASPHALT CONCRETE 6" CRUSHED BASE T•/PE B, 2 OFTS) COURSE (I- MINUS)SHED BASE COURSE (1" MINUS) 24" SUBBASE (6" MINUS PITRUN) LOB UNDERLAY WITH AMOCO 2004 WOVEN INTEGRAL CONCRET GEOTEXTILE FABRIC OR EQUIVALENT CURB &GUTTER 02$28-I 4" LEVELING COURSE (1" MINUS'. COMPACTED TO 95% If l )EC ION 4" ASPHALT SURFACE ('I I'1 f);�V'(ti I,ANE IN FT R(A\ r COMPACTED TO 97% UNSTABLE SUBGRADE SECTION NOTES: 1 - 4 d O O' cf v n UNSTABLE SUBGRADE SECTION WAS ROAD SECTION NOTES: CONSTRUCTED FROM STA 1+10 TO 13+00 1. ASPHALT TO HAVE A DENSITY EQUAL TO OR EXCEEDING 97%OF MARSHALL SPECIMENS, AS DETERMINED IN SECTION 02503, COB. 2, CRUSHED BASE COURSE TO HAVE A MINIMUM FIELD DENSITY OF 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY SECTION 02235, MPWSS. 3, SUBBASE COURSE TO HAVE A MINIMUM FIELD DENSITY OF 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY SECTION 02234, MPWSS. IFNSAR GEOGRID BX1300 4. INTERGRAL AND DISCHARGING CONCRETE CURB AND GUTTER TO MEET UNDERLAY WITH AMOCO 4551 FABRIC REQUIREMENTS OF SECTION 02528, COB. UNSTABLE SUBGRADE NOTES 5, SIDEWALKS TO MEET REQUIREMENTS OF SECTION 02529. COB. 6. TOPSOIL AND SEED TO MEET REQUIREMENTS OF SECTION 02910, MPWSS 1. UNSTABLE SUBGRADES CAN BE IDENTIFIED BY PROOF ROLUNC 7. IF UNSTABLE SUBGRADE IS ENCOUNTERED, SEE DETAIL 3/C12 24" SANDY GRAVEL WHERE 1" OR MORE DEFLECTION OCCURS. WHEN UNSTABLE 8- DISCHARGING CURB & GUTTER TO BE PAINTED YELLOW AS PER SUBBASE (6" MINUS) SUBGRADES ARE ENCOUNTERED, CONSULT ENGINEER FOR PER COB DESIGN STANDARDS IV. F, ADOPTED MAY, 2003. _ COMPACTED TO 95% APPROPRIATE TREATMENT, 2. WHEN SUBGRADE STABILIZATION IS 10 BE USED, USE THE 8 TYPICAL SECTIONS SHOWN ON THE LEFT WITH NONWOVEN ; J )SECTION GEOTEXTILE FABRIC AMOCO 4551 OR APPROVED EQUAL. TENSAR = PAVEMENT-LTNSTABLI:SL'BGRADL'S BX1300 (NO APPROVED EQUAL) SHOULD BE PLACED OVER THE NOT TO SCALE FABRIC. SCALE VERIFICATION BAR—IF BAR DOES NOT EQUAL I INCH SCALE HAS BEEN CHANGED 8 _N0 SCALE AS NOTED. REVISIONS DRAWN DATE 1 MDDIFv DETAIL "C" TLT 9-26-03 7�1JT`T�N1`(!,I' BANTER MEADOWS SUBDIVISION PROJECT N: 01-241 SI{I:E'I ---_ -- -- r Civil Engineering JZUISCUVRRYDRIVI DATE: 8/19/03 CI-12 DAVIS LANE - TYPICAL PAVEMENT' SECTIONS Land Surveying 80LI:MAN,MTtg71X R-DAVSDWG PE i PHONP 1406I SR}0±'_I PROJECT ENGINEER: SRS DRAWN BY: LJG \ `rniioti ) ALLIED Geotechnical Engineering FAX 14061592-5770 DESIGNED BY: SRS REVIEWED BY: SRS, TL A T BOZEMAN MONTANA ENGINEERING BA\TER MF.ADO\ti'5 gEH�r=Es.Imo= DAVIS I,A,NF# I I l w j Z W J m Z ?W m z u ; PROPOSED ASPHALT I% PROP ED ASPHALT z V V O DRI AY APRON w L< z w DRIVEWAY APPON V o, w PROPOSED ASPHALT w x V O DRIVEWAY APRON J a z V PROPOSED ASPHAII x m aI m DRIVEWAY APRON a q wI a 23.5' w 5 C' EDGE OF EXISTING a ` + - EDGE OF EXIS IINC a > O 20' i GRAVEL [Vl VEWAFn GRAVEL DRNE WAY a --- � - 10 00 20' o� o 9' - j 20' - -- - - -- - 0 4 S; + 15t00 - 7� I- 20- - - 4- 20' -� EDGE OF EXISTING 2 CATTLEGU D 70 GRAVEL DRIVEWAY r - � REMOVE AND ISPOSE I U1 u 12- LAYDOWN CURB (TYP, EDGE OF EXISTING GRAVEL DRIVEWA, u S m I I Q o II I , I DETAIL 2 DETAIL 3 DETAIL DETAIL c1-13 DRIVEWAY Ol T'1 IT DRIVEWAY 02 L 1-1T DRIVEWAY 03 L'1-11 1" 10, 1• = 10' 1" _ 10' 1"DRIVEWAY, 04 RECORD DRAWINGS APPROVED NAME 1IIH DA TF TD& THOIv1tS,NDt NG oHOSKINS,INC. GRFAi EKIS-BOLE4w-iERINll YCNIµN SPpUNE YIASNIi1410N LE`NSTON ipyp NSULTANTS I PROPOSED ASPHALTI DRIVEWAY APRON 22 00 BEGIN GRAVEL GRADING I END APRON END APRON 10 MATCH EDGE OF APRON STA. 0+32, STA. 0+32-\ STA. 0+45.37 4686.01 END APRON 4679.88 \ 4679.91 STA. 0;CH END APRON \ STA. 0+32 12' DRIVING LANE 12' DRIVING LANE- _ \ 4685.13 12' DRIVING LAN o 12' DRIVING LANE ' _ _ 47004680 � --- 4680 - _ 4690469020fN33q EXISTING GROUND (TYP) - 12' DRIVING LANE 670% o N MAT AS ALT FINISHED J MATCH DAVIS LANE 763' MATCH DAVIS LANE AOS LANE DE (TYP.) CENTERLINE 4680.96 CENTERLINE 4689,04 CENTERLINE 4697.93 4670 4670 4680 4680 4690 MA DAVIS LANE MATCH DAVIS LANE DATUM ELEV C TER NE 4678.86 DATUM ELEV _ DATUI!ELEV CENTERLINE 4683.16 DATUM ELEV DATUL ELEV w 20• I 4685.00 4665.00 467500 6675.00 ( 4685.00 z (C (r v1 O O ^ d itl i0 M M Ul d 0 O �U b .6 m m I� u EpGE OF EXISTING m Irn z L� AVEL DRIVEWAY a e U O 1 z 0 I +00 0+00 0+00 0+00 0+00 J a m < 5 O o� DRIVEWAY01 1)WVFl\\A) 02 I)Ri\'I:\%'.\)'03 DRIVE\1':1l'1)4 DRIVEWAY05 s 5 DETAIL PROFILES DRIVEWAY 05 E'1 1T DRIVEWAY',01-OS 1' = 10' 1" = 30' HORIZONTAL 1" = 10' VERTICAL SCALE VERIFICATION BAR-IF BAR DOES NOT EQUAL 1 INCH 8 SCALE HAS BEEN CHANGED NO. REVISIONS DRAWN BY DATE ADD -.ATTLEGUARD NOTE TILT 9-26-03 f�'�t,9 tiT9y9I, I1. J;) MEADOWS(���)`, SUBDIVISION ` ON � PROJECT ,Y: 6/03 tiI�EET - SCALE AS NOTED � *} I3A.:"111I1111V�E•aDtI VV LJ ��IJDDIVIL.7I\Jl'Y Civil Engineering ??OISCOVf.RY DNIVF. DATE: 6/16/03 �q�a� c' r • >• B0%CMAN,41T'5971% R-INT DET DAVIS.DWC 1 1 1 �.M DAVIS LANE EXISTING DRIVEWAY DETAILS Land Surveying saa rt PHUNF.l41161 582-0.121 PROJECT ENGINEER SRS DRAWN BY DEC ALLIED Geotechnical Engineering PAX 4406)5N:_5770 1, DESIGNED BY: SRS REVIEWED BY: SRS, ill i l�a�+sa./\ BOZEMAN, MONTANA ENGINEERING BAXTERME.ADOy�S DAVIS-EXISTING DRIVEWAYS INSTALL 120 LF OF ,/ 36" (4 RECORD DRAWINGS 8" EQULVIVALENT) ARCH RCP, CLASS 3 Wj FETS APPROVED --- O (LENGTH INCLUDES FETS) NAME TITLE DATE Q O THOMAS.DEAN&HOSKINS,INC. TD&1E.NGINEERINGCONSULTANTS _ LSpoor -B02EYW-IUIIbVEll N�1MM0 r_ — N \ MEOrgN \ �_ sHrE� cug8 COB SIDEWALK CHASE _ 02529-14 H = 18 INCHES W = 3 FEET \ O INLET ELEV = 4677.83' STA. 2+43.74 GRgt �_ rn W OFFSET 48.25' RIGHT CURBDRAINAGE VATH ORB& GUTTER TCH I COB CURB INLET - ro ABANDON EXISTING INLET CH SE ONLY _ r l L, _T,h r DAMS LANE CULVERT & DITCH J 11-17 02529-12 �_ -- - - �BOULEVARO X WITH 6' CURB CUT � _ - _ , 4680 -OS1% 1 GRASSED CHANNEL W/ 3:1 SIDE INVERT IN = 4674.5 SLOPES AND 3' BOTTOM 'MOTH I INSTALL 120 LF OF SIDEWALK INSTALL 6.67' WIDE NORTH INVERT OUT = 4673.87 J 58 1/2" BY 36" 4670 AMERICAN GREEN 575BN EROSION ARCH RCP, CLASS 3 X/'' CONTROL BLANKET. (48" EQUIVALENT) 00 CONCRETE SPILL APRON W/ FETS GRASSED�� _FIELD FIT; TAPER BOTTOM FROM 6' SLOPE = 0.519. INLET CHANNEL TO 3', SIDE SLOPES VARY 3:1 TO MATCH OF CURB LAY DOWN EXISTING a m m M ^ N IRRIGATION DITCH 1+ 2 9.9 9 NORTH AMERICAN GREEN a y a s a d Q a 5758N EROSION CONTROL BLANKET. (20' X 6.67') 1+00 0+00 /r WETLAND BOUNDARYPROFILE VIEW- DAVIIS oUVLVERT @ STA. 2+25 SCALE: 1 30 HORIZONTAL ERTICAL - 4679.81 4679.19 /e r 3.5' / RETENTION POND 4678.90 I 4678.98 SPILLWAY CHANNEL 12' WIDTH 5040 CF VOLUME _ 3 1 SIDE SLOPE BOTTOM ELEV = 4675.8 r 4679.25 0.5' DEPTH � TOP BERM ELEV = 4677 8 4678.65 - /F� SPILLWAY ELEV = 4677A AREA = 3360 SF 4690 5' 3' 6' S" FINISHED GROUND BOTTOM Of SIDE SLOPES 3:1 / � AT ROAD BOULEVARDVDRAINAGE CHANNEL ^� HYDROSEED ALL DISTURBED +I 4678.65 AREAS. APPLY HYDROSEED PRIOR NLET U TO INSTALLATION OF EROSION 4619.26 ROAD SIDE SLOPE = 3.1 ELEV = 4678.90 POND SIDE SLOPE = 3:1 CONTROL BLANKETS. / 4678,91 I 4678.99 I�SIDEWALK - 4680 COBBLES TOJ/ 3.5' -1.00% 3 OAD TOP OF CUT JJ �� INSTALL SIDEWALK CHASE CROSS SLOPE NORTH AMERICAN GREEN 1' THICK + 2•T— �AS PER COB STANDARDS 575B 3 N EROSION CONTROL 4679.82 4679.20 H = INCHES / BLANKET. (15' X 6.67') RETENTION POND W = 3 FEET; SLOPE = 1.5� ,.' EXTEND DOWNSTREAM EDGE BOTTOM = 4675,80' ,tee a,o o, OF EROSION CONTROL INLET CHANNEL BLANKET 2' PAST TOE OF GRASSED LINED Y I I � FILL. I CURB INLET SLOPE = 14% a a d s e SPILLWAY PLOWS TO C1.1; MATH 6' CURB CUT �DEADMAN'S DITCH NOT TO SCALE 1+00 0+00 PROFILE VIEW- DRAINAGE CHANNEL TO RETENTION_ SCALE: i" = 30' HORIZONTAL 1" = 10' VERTICAL (I)PLAN VIEW- STORMDRAINAGE STRUCTURES T'1-17 SCALE: 1" = 15' a F BAR DOES NOT EQUAL 1 INCH SCALE VERIFICATION BAR I SCALE HAS BEEN CHANGED NO. REVISIONS DRAWN BY DATE ,_/„ 'NT v PROJECT 1 0/03 gHEF•I' 1 CHANGE DAVIS CULVERT TO 48" SRS 7 25/03 SCALE AS NOTED Q BANTER MEADOWS SUBDIVISION Civil Engineering 12 DISCOVERY DRIVE DATE: 11/OS/03 QQ 1�] 2 ADDED INLET CHASE DETAIL KWO B 18 03 �L so^a Land Surveying BOZEMAN,MT 5971R D-DAVIS LANE �Jl^1/�� 3 RENSED CULVERT NOTE KWO 11 05/03 ,'; * i STORMWATER STRUCTURE DETAILS - ALTERNATE ALLIED Geotechnical Engineering PHONE 4406)382-0221 PROJECT ENGINEER: TLT DRAWN BY: SRS ,� ENGINEERING Structural Engineering FAX144%1SR2.5770 BAXTFR MEADOWS I30ZEMAN,MONTANA g g DESIGNED BY: SRS REVIEWED BY: TLT, PJS STORMI'�'A"1'}iR