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HomeMy WebLinkAboutWest Winds Planned Community - Davis Lane PLANS FOR ° L I I I LI , I '-_, FYI I-,-------,- ,� r-- WUNRE I' fpLASGOW I---- WEST WINDS PLANNEDCOMMUNITY r I SIDNEY I BOZEMAN MONTANA GA64T FALLS _�ME9d� I i I L, ,I LEWISTOWN I I I � _ _ _ _ - -- DAVIS LANE I I I - I�I MILES CITY ROADWAY IMPROVEMENTS BUTTE I_ , `, ---- -- r , BOZEMAN _{ L--- -----�r eFi+ NARorr ? -N- I I s,KY.,-' DILLON —J_ (;Dm—_ i_I I I _ I 3HEPoDAN -- VICINITY MAP NOT TO SCALE BOZEMAN, MONTANA NW Corner of Section 2, 2"B.C. North Ya Corner of "779 ES' 0.25' Section 2, S" B.C. below asphalt�34 �j,5 "MDT 5606 S" y 589°43'S 1"'W 2644.67' TI S, R5E 3 2 PHASE 2B T2S, R5E - N 4- PHASE 2A PROPOSED SITE Corner of rSecl on 2, PHASE 5 2)/4"B.C. "3111 ES" PREPARED FOR: PREPARED BY: PHASE 1 B CASCADE DEVELOPMENT, INC. - 1 W L H K i,,r PHASE 4 1627 WEST MAIN STREET 920 TECHNOLOGY BLVD. SUITE 0223 SUITE A W BOZEMAN, MONTANA 59715 BOZEMAN, MT. 597158 Nar) 406-586-8834 „ 406-586-1730 (FAX) �o 2 � PHASE 3 PHASE I PROJECT NO. 048067.132 OCTOBER 2008 West Ya Corner of Section 2, 1"Pipe, 1.5'below surface PROJECT MANAGER/ENGINEER 'a S894252"W 2639.32' Center of Section 2, ���p ruruuu 0 1"O.D.Iron Pipe& p"O...............�Y�''; Location Map � e YPC marked "S.S. & WEST WINDS SUBDIVISION G. Eng" Sheet No. 1 o, 10766 PE=2�� CLINTON 0.LITLE 10766 PE ■=�i in the NW %4 of Section 2, T2S, R5E, P.M.M. =;ss :�E." ,�° Project Engineer �1 1 DOWL HKM of 2 00 Copyright 0 2008 DOWL HKM, All Rights Reserved. GENERAL NO TES. N o N 1. THE LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND THE 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL, 17. EROSION CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR. THE 24. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN m a CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR IS INCLUDING, BUT NOT LIMITED T0, DETOURS, SIGNAGE, AND FLAGGING PERSONNEL. MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY(MDEO)MAY REQUIRE A WATER SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL n 0 REQUIRED TO TAKE ALL PRECAUTIONARY MEANS TO PR07ECT ALL EXIS77NG NOTICE OF INTENT(NOI) &STORMWATER POLLUTION PREVENTIONY.PLAN ONL ° UTILITIES. 9. ROAD SIGNS SHALL BE INSTALLED IN COMPLIANCE WITH THE CURRENT EDI770N (SWPPP)FOR STORM WATER ASSOCIATED WITH CONSTRUC770N ACTIVITIES. ITN OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". 25. THE CONTRACTOR SHALL N07IFY THE WATER DEPARTMENT A MINIMUM N °i 2. WHERE CONDITIONS ARE ENCOUNTERED WHICH APPEAR DIFFERENT FROM IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE IF SUCH PERMITTING N OF 24-HOURS PRIOR TO BEGINNING ANY WORK. THOSE INDICATED ON THE PLANS OR IN THE SPECIFICATIONS 10. ALL EMBANKMENT MATERIAL SHALL BE COMPACTED IN ACCORDANCE Wl7H THE CONTRACTOR IS REQUIRED& TO OBTAIN THE PERMITTING IN A TIMELY MANNER PRIOR TO. SHALL NOTIFY THE RESIDENT PROJECT REPRESENTATIVE(RPR)PR/OR 70 THE SECTION 02230 OF THE MOST RECENT EDITIONCONSTRUCTION THE SWPPP IS NOT INCLUDED IN THIS PLAN SET. OF MONTANA PUBLIC WORKS 26. USE UNDERGROUND PIPE HAVING MECHANICAL OR PUSH-ON JOINTS 6 PERFORMANCE OF WORK. STANDARD SPECIFICA7IONS(MPWSS). 18. ALL U77LITY TRENCHES SHALL BE BEDDED, BACKFILLED, AND MEE77NG AWWA C111. USE UNDERGROUND FIT77NGS HAVING MECHANICAL 0 z COMPACTED PER CITY OF BOZEMAN STANDARD DETAIL NO. 02221-1. JOINTS MEETING AWWA C111. IF RESTRAINED JOINTS AT FITTINGS ARE J. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE 11. LIMIT CONSTRUCTION AND SUPPORT ACTIVITIES TO THE PROJECT LIMITS. REQUIRED, USE MEGALUG MECHANICAL JOINT RESTRAINT OR MEGAFLANGE • m, m CITY OF BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD RESTRAINED FLANGE ADAPTER, MANUFACTURED BY EBBA IRON SALES, OR SPECIFICATIONS FIFTH EDITION, UNLESS INDICATED OTHERWISE ON THE CONTRACT 12. ALC EXCAVATION SHALL BE PERFORMED U77LIZING 7RAD177ONAL EXCAVA7ON 19. ALL CURB AND GUTTER SHALL BE CONSTRUCTED PER CITY OF UNl-FLANGE SERIES 1400 RETAINER GLANDS, MANUFACTURED BY FORD z�3 rcz� BOZEMAN STANDARD DRAWING NO. 02528-1. m DOCUMENTS. ORDER OF PRECEDENCE SHALL BE CITY OF BOZEMAN MODIFICATIONS MEANS (BULLDOZER, EXCAVATOR, ETC). BLASTING OF ROCK MATERIALS SHALL METER BOX. WATER MAIN FITTINGS TO BE THRUST BLOCKED SHALL BE IN o FOLLOWED BY MONTANA PUBLIC WORKS. NOT BE PERMITTED WITHOUT PRIOR APPROVAL OF THE RPR. CONFORMANCE WITH CITY OF BOZEMAN S7D. DWG. NO.'S 02660-1 AND 3 a w 20. ALL DOUBLE GUTTERS AND FILLETS, SHALL BE CONSTRUCTED PER CITY c 4. CONSTRUCTION SAFETY AND SANITATION FACILITIES SHALL BE PROVIDED BY OF BOZEMAN STANDARD DRAWING NO. 02529-1 AND NO 02529-2. 02660-3. o` ; zwi 13. ANY REMOVED STRUCTURES SHALL BE DISPOSED OF OFF THE SI7F IN A • c _ F THE CONTRACTOR AND MAINTAINED BY THE CONTRACTOR. LAWFUL MANNER. 21. PEDESTRIANS RAMPS WILL BE CONSTRUCTED AT ALL INTERSECTIONS 27. WATER SERVICE SHALL BE INSTALLED PER CITY OF BOZEMAN 5. THE CONTRACTOR SHALL PROTECT ADJACENT PRIVATE AND PUBLIC PROPERTY PER CITY OF BOZEMAN STANDARD DRAWING NO. 02529-& STANDARD DRAWING NO. 02660-6. FROM DAMAGE DURING CONSTRUCTION. 14. THE CONTRACTOR SHALL PROVIDE A SET OF AS BUILT DRAWINGS TO THE RPR 3 PRIOR TO THE FINAL ACCEPTANCE. 28. SANITARY SEWER MANHOLES SHALL BE INSTALLED PER CITY OF 22. ALL FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF BOZEMAN 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ANY AND ALL 15. CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL, USING WATER OR STANDARD DRAWING NO. 02660-4 AND NO. 02660-5 WITH STORTZ BOZEMAN STANDARD DRAWING NO.S 02720-3 AND 02720-7. c W�' Z UTILITIES IN THE AREA PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. CONNECTIONS w Q OTHER METHODS APPROVED BY THE REPRESENTATIVE. 29. SANITARY SEWER SERVICES SHALL BE INSTALLED PER CITY OF v BOZEMAN STANDARD DRAWLING NO. 02730-2. m J 7. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO THAT THERE IS 16. CONTRACTOR SHALL FIELD VERIFY INVERT ELEVATIONS PIPE SIZES LENGTHS 23. STREET MARKERS, REGULATORY, SIGNS AND DEAD END BARRIERS • 06 MINIMAL DISTURBANCE OF THE USE OF CITY STREETS AFFECTED BY THE WORK SHALL BE INSTALLED PER CITY OF BOZEMAN STANDARD DRAWING NO. CORRUGATIONS AND MATERIALS BEFORE ORDERING. 30. STANDARD WATER AND SEWER SERVICE LOCATIONS SHALL BE IN THE CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER AND PROJECT 09810-1, 09810-2, AND 09810-4. COMPLIANCE WITH CITY OF BOZEMAN STANDARD DRAWING NO. 02660-16, 00 ENGINEER IN PLANNING SUCH TRAFFIC CONTROL. o Q W EXCEPT AS N07£D ON PLANS. a C 31. ALL DISTURBED AREAS SHALL BE RE-VEGET47ED. ' W O J H SHEET INDEX SURVEY CONTROL 3 m z o z SHT. NO. TITLE PROJECT HORIZONTAL DATUM: ASSUMED c 0 2 d G-1 COVER SHEET PROJECT VERTICAL DATUM. WEST WINOS DATUM' N W N W = SHEET INDEX " WEST WINDS DATUM IS 0.72 FT HIGHER THAN THE a Z 00co G-2 GENERAL NOTES, PROJECT LEGEND CITY OF BOZEMAN DATUM Q Z C-1 PLAN AND PROFILE - STA. 1+00 TO STA. 14+50 a J C-2 PLAN AND PROFILE - STA. 14+50 TO STA. 27+59.96 � Q C-3 PLAN AND PROFILE - IRRIGATION DITCH CROSSINGS w CS-1 CROSS SECTIONS - STA. 1+18.44 TO STA. 12+00 o Z Z CS-2 CROSS SECTIONS - STA. 12+50 TO STA. 20+38.11 Z F- CS-3 CROSS SECTIONS - STA. 20+50 TO STA. 27+00 w S-1 SIGNING PLAN - STA. 1+00 TO STA. 15+00 2�a S-2 SIGNING PLAN - STA. 15+00 TO STA. 27+59.96 • D-1 TYPICAL ROADWAY SECTIONS AND DETAILS D-2 TYPICAL ROADWAY DETAILS D-3 TYPICAL SECTIONS AND DETAILS D-4 EROSION CONTROL DETAILS Poi�2133,y��yc c z =�- W-j GENERAL PROJECT LEGEND COMMON ABBREV/A TONS EXISTING ITEMS NEW ITEMS SD STORM DRAIN PVI POINT OF VERTICAL INTERSECTION PP POWER POLE BVCS BEGIN VERTICAL CURVE STATION -4725-EXISTING GROUND INDEX CONTOUR NEW SIGN NEW UTILITY EASEMENT GA GUY ANCHOR EVCS END VERTICAL CURVE STATION a EDP EDGE OF PAVEMENT BVCE BEGIN VERTICAL CURVE ELEVATION EXISTING GROUND MINOR CONTOUR ® NEW SEWER MANHOLE ----NEW LOT LINE o L.F. LINEAL FEET EVCE END VERTICAL CURVE ELEVATION J Q EXISTING EDGE OF ROAD NEW SEWER LINE -----NEW PUBLIC RIGHT-OF-WAY EL. ELEVATION I.E. INVERT ELEVATION T m I` 4 l omv ■ EXISTING POWER POLE NEW SEWER SERVICE NEW ROAD CENTERLINE (TYP) TYPICAL INV. EL. INVERT ELEVATION In CO m n o a 03 INV. INVERT UG-PWR UNDERGROUND POWER J r PWR EXISTING OVERHEAD POWER NEW WATER SERVICE © NEW TRANSFORMER O F ID Y N S= SLOPE UG-TEL UNDERGROUND TELEPHONE z j -m EXISTING SIGN Z NEW WATER VALVE NEW ELECTRIC/GAS LINES C.B. CATCH BASIN IN INCH a m Q�m o 00 EXISTING SEWER MANHOLE l NEW WATER LINE MJ BEND NEW LIGHT POLES MH MANHOLE CMP CORRUGATED METAL PIPE 0 H N Q'D o CL CENTERLINE DH DRILL HOLE Q m O O SWR NEW PEDESTRIAN RAMPS EXISTING SEWER LINE S" NEW WATER LINE TEE q FL FLOWLINE N m 7 FT FOOT40 > X EXISTING WATER VALVE d+ NEW WATER LINE CROSS OHP OVERHEAD POWER CP CONTROL POINT A EXISTING FIRE HYDRANT Y NEW FIRE HYDRANT C.O. CONTRACTING OFFICER VC VERTICAL CURVE 3 C.O.R. CONTRACTING OFFICER CP CONTROL POINT i W R EXISTING WATER LINE NEW WATER LINE REPRESENTATIVE Sheet No. 2 LT LEFT PC POINT OF CURVE o © EXISTING TRANSFORMER ® NEW STORM DRAIN MANHOLE K CURVE COEFFICIENT PT POINT OF TANGENCY /'"±-� i EXISTING ELECTRIC/GAS O NEW STORM DRAIN DROP INLET A D ALGEBRAIC DIFFERENCE V 0 EXISTING LIGHT POLE NEW STORM DRAIN LINE of 2 Copyright ®2008 DOWL HKM, All Rights Reserved. 0 N O 9 � T I > m —Z� a � o 50 0 50 100 I scale feet d Z INSTALL 1,072 L.F. ADJUST RIM OF EXISTING INTEGRAL CONCRETE REMOVE 65 LF EXIST.CURB&GUTTER I I • m m CURB&GUTTER(SPILL) TIE TO EXISTING EDGE OF PAVEMENT INSTALL PEDESTRIAN RAMPS SANITARY SEWER MANHOLE CITY OF BOZEMAN STANDARD INSTALL 347 LF. z f ¢z� CITY OF BOZEMAN STANDARD �3 (SEE SHEET D-1) DRAWING No.02528-1 TYP. INSTALL 23 LF SIDEWALK WIDE INTEGRAL CONCRETE Ir <�au, (TYP.) CONCRETE CONCRETE SIDEWALK DRAWING N0.02529-8(TYP.) CURB&GUTTER(SPILL) rc mwoo INSTALL 32 LF 6.0'WIDE CITY OF BOZEMAN STANDARD 3 �zo - _ _ CONCRETE SIDEWALX DRAWING No.02528-1 (TYP.) o o LLz z _ EXISTING 8 WATER MAIN \ EX.STORM STRUCTURE �� _ \\ - EXISTING DAMS LANE �,,` EX.SS MH(T1P.) APPROX.CUT FILL LIMITS \n^�� R15'(T P.)�Rit' W/48"RCP OUTFALL PIPE _ _ —— __ -- N. _ -- - --_ ---- - - - - _ / c- ------ --- -= ---- -- -- -- ----- .__ - - —- - -- --- _- _ ------o -- -- - _- - _ _ ! ------�-` � _ - - --------- _-�� �=-'(3EE SHEET C 3)� � -- ------ ----� T1NG SE �------ � Q 1A (SEE SHEET C 3) WE \ \ 1 00 2+00 3+ _ _ ♦ --- - — ==" _� _+---'_--- _ TION LINE I/� • (0 T R40' �1093,21__7+00 R15•(TW.) 8+�0 225• ——� U = (VARIES),_`\—/� oo Q ` Not°3522"E DA{IS LANEI NOR BOUND _+— —+ - �—�0 _ 12+00 -- --? - A« - N R15' TYP.) REMOVE 116 LF OF _ _ _. \. =-- - --- - - - -_- - - ♦ _�9.7 %ems o _ a 1 I EXISTING CURB&GUTTER ---APPROX.CUT LL LIMITS --�-- - ---'= No -43 9. >- Z 1 INSTALL 981 LF 6.0'WIDE o I BEGIN CONSTRUCTION \ CONCRETE SIDEWALK \ \ l o 14+00 F \ o H Q O STA.1+18.44 \ INSTALL 1 030 L.F.' 1 ° F ELEV.=4734.65t \ INTEGRAL CONCRETE / STA.7+16.10 I 11 1 L=80.35' -----_---_,__ O + W \ NEW LUMINAIRES TYP o Z O W I \40511- E.O.P.OAK STREET \ / / EL=4728.57 I I BY OTHERS I R=750.00' __-- • Z r W \ CURB&GUTTER(CATCH) / / I \ I 275 LF 6.0'WIDE - - N:14760.21 CITY OF BOZEMAN STANDARD/ / INTERSECTION OF DAMS LANE I PROPOSED ELEC.TRANSF. + I 0=6'08'17" '�+N \ W I I CONCRETE SIDEWALK / zI F, so Fk11303.28 / AND BREEZE LANE N I TYP. BY OTHERS `O I TAN=40.21 u Q I \DRAWING No.02528-1 (TYP.) ROW LINE TYP. ( )( ) w I I / w 0 Vl I / N:15357.65 WW 1 E:11319.86 C I PROPOSED GAS 0. ^'I I % a� cxi�w o V N \ / I 4 INSTALL UTILITY C I I + j W 11 AND ELECTRIC(TYP.) I �' INSTALL PEDESTRIAN RAMPS \ INSTALL 1,331.56 LF. D-3 CONDUITS(TYP.) / �, �.rn U W 1 O CITY OF BOZEMAN STANDARD / 4 INSTALL UTI N (BY OTHERS) I INSTALL PEDESTRIAN RAMPS / / D-1 /28.0'ROAD SEC710N I CITY OF BOZEMAN STANDARD DRAWING N0.02529-8(TYP.) / / D-3 CONDUITS( .) A I STA.11+43.91 / /A ) m Z W LLI J I W DRAWING NO.02529-8(TYP.) / S Z N EL=4724.22 C I INSTALL 296 L.F. a Q II I INTERSECTION OF DAMS LANE / PROPOSED 8"WATER C RBINTEGR&LGUONCRETETTER(CATCH) / • J m 0 AND WINTER PARK STREET (BY OTHERS) / / d ,�� i N:15785.29 2 i CITY OF BOZEMAN STANDARD a d INSTALL 31 L.F.6.0'WIDE E:11331.73 DRAWING No.02528-1 (TYP.) ^ O Q DOUBLE GUTTER DAL VIS LANE CITY OF BOZEMAN STANDARD INSTALL 31 L.F.6.0'WIDE o Z DRAWING No.02529-1 DOUBLE GUTTER En v Q CITY OF BOZEMAN STANDARD o DRAWING No.02529-1 a Z Q O PROFlLE J d Scale 1"=50' Horiz. �o W Scale 1"=5' Vert a 4745 • 4745 W4i 4740 ^ca�3 l 4740 ai y 2 w PVI STA - 13+2122 PN i LEV- 472242 H A.D.-- 487.901 4735 APP OX1hlA7E EXIS G GRADE Q 4735 w es a zz 4730 - ______---- -H^QW NN a'pN._ 4730 ''.�Y -�Zp FINISHED.. ADE A CENTERLINE ROA& _. QjCc Lu 4725 --.. W 4725 4720 4720 ti Y o12 Q F m 4715 8"WATER:MAIN �� 4715 to Q N m m on 8 OTHERS F g 10 P s EXISTING G OUND SURF ICE ELEV. - FINISHED OAD.:SURFA ELEV. 3 = z N 10 T CENTERLI E(TYP.) AT CENTS LINE(TYP.) O F W w O N ao �cc �I �n wco �� Nd- ror`'-- CN N m� no �rn nar nn on n'o nu' ro"� N^ ,o� orn r7- .m m N n-- c� .n N n N n-- Nn N n .� .m .�o rn .rn .N rn Q ��. r7 r7 Nl �N r'3N N N �O �0 O6 �"i �N.. �N �n n �� �� Nam. .6 In Na In In I, In N N O r7M __ MN) �M MNJ M .fir'] M Imo'] �N NN NN... NN NN NN - NN NN NN. NN NN NN NN NN NN. NN NN NN � nn �n ^n nn nn nn nn i"n nn nn nn nn.. nn �n nn _ nn nn - nn. nn nn nn _. nn nn _ nn. nn nn nn 0 40; 4705 :: tea:__ _.�� _ as _. _ ate.. :. 4705 i Sheet No. 1 D VI I LA E C_1 111 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 of 3 Copyright O 2008 DOWL HKM, All Rights Reserved. y INSTALL PEDESTRIAN RAMPS, N O 1 1 I CITY OF BOZEMANSTANDARD N INSTALL 448 LF. DRAWING 0.02502529-8(TYP.) INTEGRAL CONCRETE o m CURB&GUTTER(SPILL) I I " a CITY OF BOZEMAN STANDARD RE-ALIGN DITCH TYP. INSTALL 11 LF 5.0'WIDE REMOVE 65 LF EXIST.CURB&GUTTER INSTALL 841 LF. a DRAWING No.02528-1 (TYP.) SEE SHEET C-3 CONCRETE SIDEWALK TIE TO EXISTING EDGE OF PAVEMENT INTEGRAL CONCRETE IXISTING • y CURB&GUTTER(SPILL) STORMWATER W a EXISTING CITY OF BOZEMAN STANDARD 48"EQ.RCPA STORM PIPE POND REMOVE 35 LF EXIST. 8 Q R MgIN \ _ DRAWING No.02528-1 (TYP.) (SEE SHEET C-3) CURB&GUTTER TIE TO EXISTING EDGE OF PAVEMENTASPHA z d / SECTION LINE-_-Ili/ n_ \\� 48°0 RCP STORM PIPE _ _ N SEWERASPHALT PATRK BY CH FROM SANITARY U fy!rl ARIE _ I�_= \�� SEE SHEET C-3 INSTALL 21 LF 5.0'WIDE 'W TER MgIN EXISTING DAMS LANE ( OTHERS) • N �, CONCRETE SIDEWALK -c� ��L=40.28' =_cc—_ =_= APPROX.CATCH LL LIMITS - __ Ra'R E%. RK SS MH i I �R=1125.00 _ - - _ Iv- - -- __ ___ _ _ _ — PROP.SS MAIN(BY OTHERS)_ �2'03'06 ��a_ _ INSTALL 439 LF --- _ PROP 55 MH(TYP.) 0 365' ' \ TAN=2Q14 � /// A = PIN-DOWN CURB. ==_— I/ (BY OTHERS) o F:100 1S+oc �- 1 00 442.34' 18 00 19t0020 00 _�___. y �_ rn —__—_— __ -- - ��.;s • LL_z� r D VIS L NORTHBOUND N00'57'59"E — R15'(TYP.1�—��� °j 21 00 11so.74' 22 00 \ �\ 1� J�� _ c � u N 03'01'Oi 9"E N00LU END CONSTRUCTION c Z 40'11"E 0 -Iwx' / R_1125.00' I PROP(SED)(C.TRANS ROW LINE TYP. ro \\ CONCRETE SIDEWALK I L=46.11' \ STA.26+51.55 13.0'RT \ it I STA.27+26.26 '� J - / / / II II INSTALL 773 LF 6.0'WIDE - --- _ Rao' ELEV.=4705.31f '-w 0-6'45'40"/ / PP. BY OhiERS I \ I a SOUTH E.O.P.BAXTER LANE •H INSTALL 410 LF 6.0'WIDE ___ TAN-66.45/ / \ o \ R=1125.00 ITT PVC STORM PIPE INSTALL STANDARD III C0 / / CONCRETE SIDEWALK + \ \ ; / N / r \ <o + \ \ SQUARE INLET CB-3 N:17365.14 4 INSTALL UTILITY �,, 1 0=2'20'S4" \ APPROX.CUT / / Q \ " INSTALL 832 L.F. TAN-23.06 \ \ CITY OF BOZEMAN STANDARD II I III E:11394.16 m D-3 CONDUITS(TYP.) I I \ m \ \ IIII o Q Q PROPOSED GAS FILL LIMITS / / I \w INTEGRAL CONCRETE _ \ INSTALL 1,262.07 L.F. DRAWING No.02720-1A(TYP.) Ij I ' I IIII I N Q AND ELECTRIC(TYP. i / / - \ CURB&GUTTER STA.22+94.12 13.0'RT \ 28.0'ROAD SECTION / STA.18+86.05 W (CATCH) D-1 j II O INSTALL 460 L.F. / INSTALL PEDESTRIAN RAMPS, CITY OF BOZEMAN STANDARD STA.22+94.12,13.0'RT \ I I ' I I II 1 (BY OTHERS) / EL.-4714.36 to o 0 INTEGRAL CONCRETE / NEW LUMINAIRES TYP INTERSECTION OF DAVIS LANE G„� I CITY OF BOZEMAN STANDARD DRAWING No.02528-1 (TYP.) INSTALL 2-STANDARD \ \ II I p }Q / DRAWING NO.02529-8(TYP.) SQUARE INLETS CB-1 &CB-2 \ \ PROPOSED 8"PVC SS MAIN ,I I I II CURB&GUTTER(CATCH) (BY OTHERS) AND TSCHACHE LANE ' IU I \ � \ BY OTHERS \ I I II al Z ~ CITY OF BOZEMAN STANDARD % N:16525.25 . I \ \ \ I I \ 1 CITY OF BOZEMAN STANDARD 1 ( ) � I DRAWING No.02528-1 (TYP.) E:11375.31 PROPOSED 8"WATER \ I (TYP.) \ 1 II w I �° Z H O / I \ Y DRAWING No.02770-1A TYP. 1 TEMPORARY STORM / / I (BY OTHERS) , ) 1 I / ;I o� I III •INSTALL 33 L.F.6.0'WIDE DRAINAGE EASEMENT Z/ II z + DOUBLE GUTTER INSTALL 50 LF OF 15"0 11 I , I I III 02 CITY OF BOZEMAN STANDARD DA VIS LANE PVC STORM PIPE 0 0.50% ;j I ; 1 I IIII EXISTING EDP NV.(EAST)=4702.00 U 7,f 3 I 'j I fl I DRAWING No.02529-1 I g Z I I II m k SEE SHEET D-2 FOR W O CONSTRUCT STORMWATER ,I ; j Ij I in ENTIRE TAPER C? Z W 1 RETENTION POND 50 0 50 100 D-1 VOL=9,387 CF 0 WSE I�\I, ,I I m a Q N Lu scale feet \ ;(`� _ FUTURE BAXTER LANE J m FUTURE WEST WINDS I - I A IMPROVEMENTS d O MASTER DETENTION POND I N CONSTRUCT 22 LF.6'WIDE OVERFLOW I I IL SWALE.2:1 SLOPES.ARMOR ENTIRE LENGTH v 3 WITH 12"DEEP,3"MINUS PIT RUN I ' / IIIII o Z RIP-RAP.INSTALL PROPEX 4553 FILTER FABRIC UNDER ALL RIP-RAP. z° co z PROFILE �1 Q Scale 1"-50' Horiz. 3 J Q Scale 1"=5' Vert 2 d 4725 s v:, 4725 • o n PN STA = U v e 4+37.28 Pil ELEV APPROA?947E EA7S7/NG GRADE - - - - 4706.50 A.D. AT- TERLINE RDA I:, 0.93 N k o 4720 _ _. _ _. _ K- 215.86 _ _ _ _ O+.W: �^, 4720 TN j U _____ 200.00' IC4715 y W c~n N W N $ o"1 o Nov N 4715 _ d w d•,,�c Q+ •'ri z 47104710 .03 *///fii D,ll�p nNISYED GRADE ------- -__ -Q.a FUTURE 4705 -- AT CEN UNF ROAD _ _ -._ BAX7ER L E " _ - --.-- -0.50� /,ys IMPROVE ENTS - 4705 WA R MAIN INSTALL 355 LF OF:15 PVC STORM4700 PIPE a 0,50 r 4700 - TS"PVC ST RM- No N � PIPE TO POND > X N w e _.:� v PROPOSE SANITARY *�: DO 13 ➢ u u ya'. R u n- MANHOLE](TYP.)_ [9 Q f m m ao 0 4695 w 2.� N 2 (BY OTH RS) 4695 J m F�D P s EXISTING:GROUND SURFACE ELEV. FINISHED 0OAD SURFA T ELEV. � O0 _ N T CEN7ERLl E(TYP.) �AT W 4 Nw0 ° PROPOSED Y8"SS MAIN 4690 10 04690 B pCS P m It c'n �� Op NM N ^ O O a � � � co hi0 .O N nN n co "r 2[V O OO Oes O O 400 ^ r � r` r O O O O 3o 0 4685 4685 iIF- Sheet No. 2 D VIS LANE C-2 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 of 3 Copyright 0 2008 DOWL HKM, All Rights Reserved. � a 0 N O 9 N T O LO a a a o I • 'm g z N v a 50 0 50 100 �0 z° scale feet • yNy�" L V1 Ol�.w V' _ CZN f S N 27+09.60 28.64'LT m a of INSTALL STANDARD 72"0 3 a w�� STRAIGHT MANHOLE MH-1 3 W o CITY OF BOZEMAN STANDARD o LL DRAWING No.02720-4 ti / 48"0 RCP STORM PIPE I / Q Z \EXISTING DAVIS LANE 48"0 RCP STORM PIPE EX.8 \ _ sw J z .3 RE-ALIGN 345 LF Or \ EX.SS MAIN .3 RE-ALIGN 264 LF OF-' l IRRIGlTION DITCH _ _ \\ RZ3 IRRIGATION DITCH o 4� D-3 _ _-INSTALL_48_RCP FES - __-- - -- o • --- -- EXISTING DAVIS LANE . E.a O _INSTALL 48"RCP FES r \�� 48°EQ.RCPA STORM PIPE- EX.a vrtn -� o Q V EXISTING DAVIS LANE N E%SS MH S_� _-INSTALL 48"RCP FES __ \ — _ _ _ ——— PROP.SS MAIN(BY OTHERS) N 0 _ -=RE-ALIGN 52 LF OF 3 - -=�32r--- U 1 (� -_ -- - �� DAVIS LANE (NORTHBOUND) 1� _ IRRIGATION DITCH D-3 �\ �\ -- - -- =_ __=-- _ o }Q PROPOSED 8"WM �\ �, ��INSTALL 48"RCP kS _ -_- - - \ \ z BY OTHERS) �� �� DAVIS LANE (NORTHBOUND) PROPOSED 8"WM INSTALL 48"Eq.RCPA FES I y z Q z (BY OTHERS) DAVIS LANE (NORTHBOUND) III \ �� z 0 g o O Q V Z I z wZN I Qp J WINTER PARK STREET TSCHACHE LANE BAXTER LANE s, a m o CROSSING CROSSING EXTENSION Q m v z o Q d Zco z PROFlLE Q Scale 1"=50' Horiz. J Scale 1'=5' Vert o d 4730 RNISHED ROADWAY GRA E _. 4730 T CENTERLINE F PIPE ALIGNME VT CURS(TYR) 4725 APPRO(MATE EVSTIN GRADE--\ J.1 SLOPE : 4725 AT CENTERLINE OF R€ALIGN D DITCH --3.1 SLOPE... -----— - - _ - .?!1111111.3'may_ 4720 _- -- -�cgi 4720 Jp P*.... N�� o w Pc __. 1.6% A r.CENTERLINE I .CURB( .)..: INSTALL 8 LF.._ 1.}) : PIPE AUGNME fl(SHED GRADE. 48:0 or % SW( ,) 4715 AT NT ERLINE DITCH: - P/PE®1 APPROXIMATE EXISTING GRA SLOPE allo, 4715 �� *�,PROFES�P• Nµ ro h ALIGNED DIT :i SLOPE N a CUR 4710 y 2 e, _ 173RB FlNISHfD ROADWAY GRA E 4710 A -CENTERLINE /NSTALL-77 L cr '' - AP- OXIMATS-EXIS NG GRADE _ PIPE_ALIGNMEP T_ H n 2 FINISHED WADE-1 - - o RC`P-S qM - AT Cf TERLINE OF _ 4705 -- -- -- -- AT CENTER NE OF -- P/PE®E - RE-ALINED DITCH RE-AUGN DITCH o - 4705 L ----- _ EX:BU7R LANE 4700 y H m - /NSTALL 24 _ - - _ 4700 J a Q F m m n w�� Y AT CEN.IRLINE OF _. ._STORM /PE®LOT% A Z 7 -It m 7 RE-ALIGNED DITCH - - EX.48,CMP O F W w E1 m o w f 0 T 0 - EA. OPALS CA&E M 4695 ¢N _Ex.cos MA.._ Ea: 11 CABLE 4695 O O O +o o N m 7 0 4690 ::: ::: ::: ::: ::: :: ::: ::: ::: ::: :: 4690 Wrl VTER PA K= S REE TSCHACHE LAINTE BAXTER LANE Sheet No. 3 ROS ING C OSS NG XTE SIO C_3 1+00 1+50 2+00 2+50 3+00 3+50 4+00 1+00 1+50 2+00 2+50 3+00 3+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 of 3 Copyright 0 2008 DOWL HKM, All Rights Reserved. 0 N O 9 N T O m a a a o 7+50 • 'N 4728 1_ __--- 4728 N 12+00 - v d 4724 �_----- --" 4724 z -40 -20 0 20 40 4724 _ ----- --- ------------------------------4724 v 7+00 • 4720 ---- .}_-_- 4720 f z z ¢��N 4728 _�'' ------ -- ------- 4728 -40 --"-20 0 20 40 3 '' m w o 0 - Q w� - 3 RE-ALIGNED IRRIGATION DITCH 4724 __--_-`--- 4724 p_3 (TYPICAL) • - —40 —20 0 20 40 11+93.21 6+50 4724 4724 LLI �;�,,_ 4728 ___ ______ __ 4728---------- - 4720 - ." 4720 " d J 0 o N _40 ---- -20 0 20 -40 �- -20 0 20 40 • C r 6+00 5 Q q 11+92.10 3'---------- ----------------------- 48"RCP FES N 0 M -- 4728 ---- ____-___ 4728 4724 4724 v 0 -40 - -20 0 20 40 --- 4720 --_--- _ 4720 Z 5 50 0 4732 4732 -40 -20 0 20 40 • ZO pr ----- - --------- --------- 4728 _---`- _ 4728 3 0 2 r -40 -20 0 20 40 11+43.91 Hp 0 Q EXISTING DA WS LANE i 5+00 M;;� '� U Z W 4724 ----------_------ 4724 w4732 _------ 4732 i===�==z_________________________- ----- � a Q O (� --- 4728 _40 -20 0 20 4728 4720 -� 4720 • d m 0 -100 -80 -60 -40 48•RCP-20 0 20 N V 4+50 p W 4732 10+95.75 Z 4732 _____ �;� _ _ __________ 48"RCP FFS a 3 4728 _40 20 0 20 40 4728 4724 'G1 - - ------ ---- 4724 6 O EXISTING IRRIGA"N 4720 --_--Z'� - - 4720 z �J� it DITCH(TIP.) 4 00 __rL o S U -40 -20 0 20 40 a 9 4732 = _- -------- 4732 10+50 • ---------- 4728 '"- --- 1 4728 q -40 -20 0 20 40 ----- 4724 _ -- -- ------------ 4724 3+50 4720 ---z'- - 4720 - � —ao —20 0 2a ao 4732 ------ ----------------------- 4732 - - 10+00 4728 -40 '--' -20 0 20 40 4728 4724- ;1 - -- --- -- ----- --------- 4724 ` Po i�a33ry/�y�_ 3+00 4720 -_-_ 4720 z w o_ •'' -40 i -20 0 20 40 o 10 W-az 4732 _� ------ --------r------------4732 J r- .;�`�: 9+50 0 20 40 ♦"•"•"pF Z 4728 � 4728--------------- EXIS77NG GRADE(TW.) 2+50 7. -------- -- 2[(TYP.J 4724 -___ _ _ 4724 4732 -------------------- -------- - 4732 4720 �- 4720 -40 -20 0 20 40 -40 `----- -20 0 20 40 9+00 nNISH GRADE(TYP.) 2+00 24"CATCH CURB(TIP.) 4728 4728 N 1 _______ ________ a 4732 "'- ------------------------- 4732 4724-..------ 4724 _ I -40 \---- J-20 0 20 40 -40 -- -20 0 20 40 T m 4 6'WDE SIDEWALK(TIP.) I 24'SPILL CURB(TYR) 1+50 8+50 ; N Co o 0 CK 2.•1 SLOPE(TYP.) CE ❑a F 00 m a 4736 4736 4728 4728 J w P F - ------ ---- -------------- - ----------------- --- 03 4732 4732 4724 ___ - __ 4724 I W Q 3 U a 40 , _ -20 0 20 40 -40 -20 0 20 40 0 F in N o EXIS77NG 48"RCP 1+18.44 8+00 O N ID 7 a 4736 4736 4728 ,y, __________� ____ 4728 o -- i 3 4724 -" 4724 -40 -20 0 20 40 -40 - -20 0 20 40 Sheet No. 1 C% o Scale 1"=10' Horiz. Scale 1"=10' Vert. of 3 Copyright 0 2008 DOWL HKM, All Rights Reserved. N 0 16+50 0 4716 4716 < -0 20+38.11 4712 4712 N X -40 -20 0 20 40 4712------------- --------------------------4712 16+00 4708 4708 720 4720 -40 -20 0 20 40 716 4716 20+00 z % 71 2 4712 Z. -40 -20 0 20 40 4712 ---- ------ ------- ------------------------------ 4712 z 15+55.49 Q1 4708 4708 4720 4720 -40 -20 0 20 40 --------- --------- ------- -------- ------- LU c z 4716 4716 .21 Go 19+97.83 CV) q n + 4712 4712 N 0 0 -40 -20 0 20 40 4712 ---------------------------4712 CM 4712 > 0 15+50 4708 4708 4720 4720 -40 -20 0 20 40 1 4716 4716 19+50 vo0 5-.� CK 4712 7!w -` - 4712 F -40 -20 20 40 1 —r 4712 4712 11 -- 0 1.0 4708 + 4708 04 15+00 -40 -20 0 20 40 4720 — -5.� L-- - q g 02 ------------------------------ 4720 48"RCP fFS 9 19+31.69 U 4716 4716 ----------------------------- r------------I--- 4712 4712 C I) ul z w -40 -20 0 20 40 > z N CO 0 14+50 4708 -40 20 0 20 40 4708 z [L 0 ---------- ------ HP 19+00 4720 ---- 4720 4716 4716 4716 ------- --2. — ", I I— --- - LU ---------------------------------------- 0 ---------- 4716 2 - -------- 4712 471 -40 -20 0 20 40 --- 0 6 470t; 4708 z 14+22.74 -40 -20 0 20 40 0 (il - --------------- NE 48'RCP m --------- EA9STNG DAMS LA Q 4720 --------- 4720 HP 18+86.05 2 ------—----- 4716 =r-- 4716 • 4716 4716 i I 1 1 47112 ---------- -- 4712 -40 -20 0 20 40 RE-ALIGNED IRRIGATION DITCH 4708 4708 (TYPICAL) 14+00 -80 -60 -40 48'RCP -20 0 20 4720 ------------------- 4720 18+50 4716 4716 4716 4716 4712 4712 -40 -20 0 20 40 EXIS77NG IRRIGA 7701V 4708 DITCH(TYP.) 13+50 -40 48"RCP -20 0 20 40 4724 4724 Z ------------------------------ 46'RCP FES 18+40.18 0 4720 4720 4716 4716 ----------------------- ---- ------- -------- --------------------------- ........ ii -------------- -.?� 4716� 1 1--,` t� 4716 4712 -1 4712 -40 -20 0 20 40 13+00 4708 -40 -20 0 20 40 4724 2X(TYP.) 4724 18+00 -- --- --—---------- ---------- --------------- 4720 EAIS77NG 6R 4720 4716 :-- - , - ----- - 4716 4716 4716 4712 4712 -40 -20 0 20 40 m ' i KNISH GRADE(TYP) 12+73.55 24-CATCH CURB(TYP) =4�-60 -20 0 20 40 Z- 4724 17+50 >- Ln Co 13'a -------------- ------------ -------- I 4724 F-03 M ------------ 4720 4720 4716 -----47 6 Z- 37. 3 j Ln 0 Y U]4 4716 u 4716�Ea \----- 1 4712 4712 w -40 -20 0 20 40 1 1 -------- 0 0 24-SPILL 00(TYR) 12+50 6'WDE SIDEWALK(TYP.) -40 -20 0 20 40 M 4724 ------------ 4724 17+00 2:1 SLOPE(TYP.) ------------ ------------ 40; ---------- - ------- -------------------- 4720 4720 4716 716 4716 4716 4712 —----- 47 2 Sheet No. 2 -40 -20 0 20 40 40 -20 0 20 40 C S-2 o Scale 1"=10' Horlz'Scale 1"=10' Vert. of 3 Copyright 0 2008 DOWL HKM, All Rights Reserved. 0 N O 9 N T O a] O. a a o • 'm N N � U N Y O N Z U • yNW L V' C Z Z N f C mQKO �~ O � CJ F:Z=Z • - F VI 23+50 Eh7S77NG DAV/S LANE 27+00 4708 ;_3_1_ -Cf-- ---- ------ 4708 ------- c W Z O 4704 ------- - - o J p- 4704 `--_40 -20 0 20 40 4704 4700 4700 • ; Q 15"PVC STORM(TYP.) 0 F 23+00 —a0 —20 0 20 40 o Q 3 48"f4.RCPA 26+50 N N 4708 --- 4708 0 �Z 0 -40 4704 ------- ---- ----___ 4704 -20 0 20 40 4704 _ - ---- � o Z Q O 22+50 4700 -40 -20 0 20 40 O Z ++ �..� 48'EQ.RCPA 26+00 CATCH BASIN C8-3 RETENTION POND- 10 N 4708 - - --------- --- ------ 4708 3•.1 CL o 02 Q _ ------ -- ------- 4704 `--� 4704 4704 ----"----------------- 4704 -40 -20 0 20 40 - ___ 0 W N 22+44.96 4700 _40 —20 0 20 40 4700 I Z W 1 �--_----- 48"£Q.RCPA a Z 0 z --------------- 25+50 J CO 4708 ,--- — 4708 3•,1 d 4704 _ - 4704 4704 _ _ 4704 V -40 -20 0 20 40 --__ - ZZZ w EVS7ING IRRIGATION 4700 N O DITCH(TYR) 22+00 -40 -20 0 20 40 0 3 co ED.RCPA co 4712 z° ~ 0 - -------------- -------- co 4708 ' 4708 25+00 o -40----- 0 20 40 4708 ---- 4708 a` EXISTING GRADE(T1P.) 21+98.85 4704 _-- _ _ 4704 4712 az'MR) q --4z MR) 4712 4700 ,__---_-- - `- -40 48"EQ.RCPA -20 0 20 40 a7os ----"_ 48'£Q.RCPA FES VC 47oa 24+53.95 15"P STORM(TW.) -40_- -20 0 20 40 4708 4708 KNISH GRADE(TM) ___�y___ __2 tit ----_-__ - ---------- 21+50 - 24"CATCH CURB(7YP.) --�J 4712 4712 4704 60 -40---;' -20 0 20 4011 4704 `�Poj°a33N�y_ 4708 4708 ` - w d,,, -40- -20 0 20 40 2:1 SLOPE(TYP.) cZ'., o.;�="��� 24"SPILL CURB(T1P.) 21+00 6'WIDE SIDEWALK(TYP.) 24+50 4712 - 4708 ---------------------------4712 4708 -------- ---- ---- 4708 ''�•oi''►ipR��yp --- ---------- ------ 4708 _ 4708 4704 4704 -40 -20 0 20 40 -40 -20 0 20 40 3 RE-ALIGNED IRRIGA110N DITCH 7EMPORARY PIN-DOWN + D-3 (TYPICAL) 24(00-- CURB(IYP.) 20+50 4708 � 2:1 SLOPE(TYP.) 3'•1 - ----- 4708 4712 -_____ , ________-__ -- ---4712 4704 - 4704 C 4708 _- 4708 -40 -20 0 20 40 -40 -20 0 20 40 I N m`• 1f1 Co 0 0 J ❑aFmm0 xWQNOo ;o O F wONo OO OHO 40 N m 'T a, 3 Sheet No. 3 CS-3 o Scale 1"=10' Horiz. Scale 1"=10' Vert. of 3 Copyright 0 2008 DOWL HKM, All Rights Reserved. 0 0 U � g z —]!!n� o m a a `o 50 0 50 100 —— > -kaW o scale feet -0) (n V1 Z2 >I,r)2 ° 6 G7 G) D 0 z <'� mm ��� 0 NO NO WmON NOZN ZN Zr-r NZ2V) NmNZ11N 00AN V) (nm V) V)m(n (na)V) NW V) (Am�;0(n oW`�wJ O O QX01 10<m1 � �m 1 ?X}m-H 10m0)-H Xz1 1Z1 1m1 7cm--1 OXOm-H o XZ XZ (nzD -0 3�x �� =(nrn( v v- rnm� m m—a. D (nD %�C�tD pD .Z-1pD AOD G)D =(n+V)D F z o V)O NO x ZO+ WA1+ �m Dk'm x Ar+ x Z�1W mm0<�� OAS mA' mZ� NZ� x Zp1N woo Z1 Z1 CA A ;0 WO?r WO + m t �Z O O 00, DAX0OWi �- 0 Obi 0 OO m OWi 3�rZ NO �V)O m ��00 �+ O=0 O� 0 3 owz A- A- .Z�1- m1 Z2 V Tl X DDm MZ' 1 2 1NN CNN OW� W I C Z D m 0 1 D O O m 1 D m 0 Z r m 2 m D N I 1 'co G)A x z �z N Z3or m m D r r r I m W W m m r cj� O 1 OZ�r r 0 m m A (n � . /��r� D 01� Derr- F ~ c Lu Z v I�m zzo x�0 J sinva p �� m o DAYS w <] m z o m D W o 0 N v (� • + 2 � Q T Y 0 Q Q — — — — — 0 Y 3 W Y Y UZ H 1+ 1 24000 6+00 7+00 in W 8+00 9+00 1 11H)o 1 11+0 Q Q N I 12+00 — 13+00 o • d m J 44 --------------------- 15 n IL f G 0 � r N M z D rm01 ^V Q4 ms� Z>A m m W �czio o 4 izz (nm(n ••• FO, AC D �n�_z • • •-0 Z°° • • z r�m:0 V) V)W V) V)c0 V) Z 3 W � Z 2 V) W Z 2 V) N m A N v)W V) (A * Xm1 m1 T.m1 Dn (TNm(n1 OmN1 AXm1 C�lOofZ*1Z1 1m1 1m1 Cp 0W NO�m --I C_L< )� NZ� NZ� 7,Z� 00Wz1 NWT ZW� NNmz� Z m r7mD G)D - maw �1D =�1D =V)WD V) AG)D mZ ND V)D OD OD OD ZND m> m - ND ND O1N x �yD o) �ZD a fTl r x �D x 1 x D. �2 �Z> x �D� x=�D� �O+ mz, z, Azo x D� x D� x -0z m m *Z t m + V) } V)Zr Art Art Z t Z)rW m t m V �z�Z m Ar(° Z10 m I= rn V)�' ��r� m V) ;0 �rN 0 0 �O) AA0) n0m pp jrcp Jj jrto (A0 O) NVr+ _k+ + T. N 4r+ 0 + +_ + _ t 1At } N (ll� N N V)r V V (O ?_ I m�—� W 1 -+ -+ - 'Vr jrt �p� V) D =A 200 = V ? I W O Of (n NO ENO �� ? -V '�- =V N N V N Z -`L� 0) Z z Z V)V N_V U( V (T Iquuiuip mW�rt m� �� zm I m� mZ m I r1*)r_ m� m� I r�* Z mz r r xr r m m `Em N 0 G) P, m m m r A = r =r Ti 1 D m ��ZZ(n W Z2(n m m :Qr" z w - m mDm �N��D o�ND m m '~. ~� z: Z A r+ W r+ � N O C)O 1 I , I 0 D i v ''�h*n PRlII�``� V v 0OZ z0v �mD omm (0 D m OD Z c) SIGN AND PAVEMENT MARKING NOTES: D D N m 1. SIGNS, INSTALLATIONS, POSTS AND z MOUNTING SHALL BE IN CONFORMANCE WITH 0 CITY OF BOZEMAN STANDARD DRAWING NO. p m D 09810-1 AND NO, 09810-4 AND THE MANUAL Y 1 C Q p ON UNIFORM TRAFFIC CONTROL DEVICES. 2. PAVEMENT MARKING SHALL BE INLAID I t�7 N m m a o THERMOPLASTIC OR PRE—FORMED PLASTIC ❑Q a!m° TAPE, AND SHALL BE IN CONFORMANCE WITH J o F m r Y THE MANUAL ON UNIFORM TRAFFIC CONTROL z DEVICES. a m a To o ID 3. MEDIAN NOSE CURB MARKINGS SHOWN ON O IW N 0 m o LEGEND:. PLANS SHALL BE YELLOW PAINT, IN CONFORMANCE WITH SECTION 02581 OF THE cl 0 MONTANA PUBLIC WORKS STANDARD N m C �Y NEW FLEXIBLE DELINEATOR (YELLOW) SPECIFICATIONS. , 4. SEE SIGNING AND DELINEATION DETAILS FOR o PARKING RESTRICTIONS AND ADDITIONAL i INFORMATION. Sheet No. 1 0 5. REMOVE ALL EXISTING PAVEMENT MARKINGS -1 DESIGNATED FOR REMOVAL. THE METHOD OF APPLYING BLACK EPDXY PAINT ON EXISTING MARKINGS IS NOT ACCEPTABLE FOR THIS PROJECT. of 2 Copyright Q 2008 DOWL HKM, All Rights Reserved. J p O U � g a >z � m a a `o • 'y 50 0 50 100 o scale feet O a v s o z _ 02 Nm fn tom fn wm(n (n 00 V1 NZZto V1mw tom V1 WmN AN ID ;0 CD p I �� 2ZD �vD �j �cm_1D �M D SOD �13 -N+umiD xmtmil mttnCo • owN Ar tot8 M,t8 _ f�TIZO (nZt❑ X Arm wt" f�Tl�� X ZW�V f'1N� mN� H z ��v�i D t t ��Z� AstAt W?r} t t (.i t7 1} _� _� z`C maso ��t�r 2Ln �N Ln {mVl � + � N O V Oo ��00 �N00 �A 00 �� �� o ¢^ sc mON �ON 0Dr �ZO mZ0 0 mON �ON I v v 3 �o'�z �� DDrrr�z m m rnr rr- =rr*1 `rYm m D L+ j • o �z� v GGmtn m0 m �m1D m nWr m m ca s ~ U z;0 N?r mD �<��� O DA S ^fix Z o m g rnzo v2 �M 3-, r to z400 A r \ • fA + ?0 °° Q N x m F7 0 N O L r HZ CID O Y 3 02 LID + s o UZ r 00— _ 16 00 _ ♦— 1700 _F 18+00 19+DD _ 2420 — — + N Z W ~ —F — 21 00 _ —22 0Q _ -2i+00= 24+00 26+00 +59.96 a Q O N • dm Z N Q c a N o Z • co N a A f Tl W fA • • y �,-� z z o Z 5� Z FT -1v • • • z�Z mmo Nzo o r- �Z • • z I�a�Z z � � "' SNVa m<z0 • c� z m�_CD z O DAMS u. • c� rTi cz-� m W Nm� (�TOsIZ*1Z� Nz-4 xz� �z� ❑;C42(n Nm(n LnCoW Zyn A�ZZ(n WZZVI �f0*1 �ONf� �Os1Z*1N� OW�I*Zj0 �mxz-4 OMW--1 OMW--I I OXfm*1� to";0 ON � mN� �� �z� Nz� GAD ��D vD �vD vD m,D OD 'S2' �A0, U;N mtnD OmcnD �r-�+D ��D °��D G)�vD ��D =��D =NtnD mtn m M 8 OD 58vD vD X D� �Z� Z� A7C0 `ram "l1 Z�DV x D x D �Z x D x D �m 2Xm 2X ODD mZJ x ArJ mODJ ?� fMrl?� �r m x D� X D� �m rVN ArN ArN m V1AN ArN ArN x �N f*1N� I'TIN r*tr N m?N ❑oN v0 NJrO OD Oo Oo r00 AO FAO mZm _Art❑ 'art❑ DDmr L4 NJr? WWr� L" �Ur0 C..WrO Z O� � r WO O> m N A I N tn0 AvfIn `ufN �m V ` 'N N �Nr ❑o jr� Air O+i ZOmZ N Aa I +O �� J �AN OD N ICA I N 00 + �Z mZ O O- .ZDI❑o n NOD (n 0a O ZN mZN ZN ? �(n0 m(n0 ODD O ,OAXm J O Cn N�ZW V O V O �� L4 O 0 m0 U ZW ztA z 0 r r N m 2 2 z m V m m r m �m m uuuu m m xm �m O m=m mmm m m a-3 m m<D Cn � r� A Z v .� P ........a,i� Df*1 D Ly 10 O Ono y-<y =z Z g ;O' Z Om m v w ����' PFOF�t`�� z I 5C o0m m D to 00 z 0 (nv N D m SIGN AND PAVEMENT MARKING NOTES: z v 1. SIGNS, INSTALLATIONS, POSTS AND a MOUNTING SHALL BE IN CONFORMANCE WITH v LEGEND:. CITY OF BOZEMAN STANDARD DRAWING NO. ❑ 09810-1 AND NO. 09810-4 AND THE MANUAL Y >0 C ON UNIFORM TRAFFIC CONTROL DEVICES. pp .t QY NEW FLEXIBLE DELINEATOR (YELLOW) I E 2. PAVEMENT MARKING SHALL BE INLAID N In❑a o THERMOPLASTIC OR PRE-FORMED PLASTIC ❑Q F m t7 a TAPE, AND SHALL BE IN CONFORMANCE WITH J o r m r u N THE MANUAL ON UNIFORM TRAFFIC CONTROL Z DEVICES. 3 o N a N m J o N 3. SEE SIGNING AND DELINEATION DETAILS FOR O F N 7 o PARKING RESTRICTIONS AND ADDITIONAL ❑ ❑ ❑ INFORMATION. tv pp R tP 4. REMOVE ALL EXISTING PAVEMENT MARKINGS DESIGNATED FOR REMOVAL. THE METHOD OF APPLYING BLACK EPDXY PAINT ON EXISTING 3 MARKINGS IS NOT ACCEPTABLE FOR THIS i PROJECT. Sheet No. 2 S-2 of 2 Copyright 4 2008 DOWL HKM, All Rights Reserved. w I I N O Z J T Z o m PUBLIC RIGHT—OF—WAY \\ EX. WATER MAIN \ EX. SANITARY MANHOLE WIDTH VARIES (50.00' TO 76.70') I \\ EXISTING DAVIS LANE ° 34.61t TBC EX. SANITARY MAIN z R11' \ \(MATCH EXIST. a 11.00' 11.00' I 4734.77 \ __ • DRIVING DRIVING 5.00' 6.5' 6.00' VARIES LANE LANE BIKE LANE BLVD SIDEWALK 0.5' ADJUST RIM OF EXISTING —'EX. STORM STRUCTURE----r--_—_ _____ _ z �z 9.00' TO 35.70' SANITARY SEWER MANHOLE r ------ ---�_ ____________ _�__________ ---_—_ -- c m<�o ( ) TO EL. 4734.47t ^ - -——^—————— ——--——————————— 3 _ wo 4734.87``�� ------ ——— o ; �o in. LR11 o �Z€ I — 47: 1 10 -- ---------- ------ — v� 0.50' _ _ -----\ \ \ GRADE SNEAK i� _______________ `�f Lu 1.00' GI, 1i;00 I o � -___-^ CL OF ROADWAY \\ 9' Q _ 2+00 \\ 2'•,AO `-=-���- —' --�-----�--- I ---o-- 3+00 \\\ o J I ZG* x 3�s 3% �% L j 150'CROSS SLOPE TRANSITION AREA I n N f- —I-->_--_ • J SO CP -� 27 BEGIN CONSTRUCTION I 4734.50 Q q•,1 Tp I \\\ DAVIS LANE (NORTHBOUND/1 o Q H pATpH ELEV.STA.4734.653 1 {} N 0 Q 0.75' MATCH EXIST.E.O.P. \\ c~i I I o (TYP) COMPACT SUB—GRADE 6" M-4000 CONCRETE \ f�————————————— _ _ CONTRACTOR TO CONDITION REMOVE EXISTING \ ______ ______ — _ Z � AS REQUIRED TO MEET PLANT MIX ASPHALT SURFACING 3" WASHED GRAVEL CURB & GUTTER f ————————— —� ———————————————— °1 Q 0 lFjWZIAE------------------------------- ° Z COMPACTION REQUIREMENTS 5" MIN. DEPTH (2 LIFTS) : Z CRUSHED GRAVEL BASE COURSE [.� II II Q 0UNLESS OTHERWISE NOTED 6" MIN DEPTH W 1 o W ON CROSS SECTIONS. GEOTEXTILE W 1 3 02 (STEEPEST ALLOWABLE SUB-BASE COURSE o V C0 SLOPE = 2%) Cti I 1� \\ M Z } 3" MINUS PIT RUN GRAVEL 4735.16f TBC (TYP.) \ Q Q a 16" MIN. DEPTH I (MATCHI EXIST.) `\ \\ N Z W I • a m o[ �1 EAST 1/2 DAVIS LANE (NORTHBOUND) pN J�21 INTERSECTION OF DAVIS LANE & OAK STREET o V TYPICAL SECTION DETAIL o 3 d NOT TO SCALE SCALE. 1"=20' z° 0 a` - ----- -- • REMOVE EXISTING i - CURB & GUTTER 4724.9 ' ^ 4725.05t TBC (TYP.) \4724.17 EX. SANITARY MAIN MATCH EXIST.) 4724.12t (MATCH EXIST.) EXISTING DAVIS LANE _ —— -- _ ——_ MH --- --- -- _ ---------- -- — --- — _ -- _ _ --J ---- -- __——— \ — ——— 5� -- — ————————— --- 20 -----' -----`-__ - -- - -- ------ -_ o R I -_ ° "u\ - low _ \ 4728.04 ---_---- ===4725.43 _- -�t—-.��61 -—-I+___ 7+00 4729.21 �' 8+00 \ �\\ -- ---_--_ \- ---- __�-__ \ f- 100' CROSS SLOPE -+/-- --+-- _ o- _ 9+ 0 11 6\ \ R75' TYP.) - ' -�--1 10+00 1- i--�a- - 11+00 ! �� 4724.58 -- TRANSITION AREA -~ �- 100' CROSS SLOPE M -—H-—-_F_ _ TRANSITION AREA I- - '•�- - _ �_ 100' CROSS SLOPE _� 4724.73 } \ 00 A D CIS ifyE NORTHBOUND 479R 4.9 TRANSITION AREA R15' (TYP. 1W' s�cae iwwsiiicN------------------------------- —————————————— \ n - / 14729.07 I - ------ * �i- ----- ----�— I` 472 a \ I 4729.15 1p728.87 / I 14724.8b F �n I --- �— Q I j \y III w w 4724.48 m- I NcoOs I C. Q o I I 0 mmn o I .4 I } I I O F II aw�Dn$ I I �1j z ( ; 3 ==zumim3 ID w I I O Fm WON°o 0�0 m a i Sheet No. 1 3 INTERSECTION OF DAVIS LANE & WINTER PARK STREET AND BREEZE LANE D- 1 DETAIL 1 0 SCALE: 1"=30' of 4 Copyright 0 2008 DOWL HKM, All Rights Reserved. i I y 0 N O ] T O m 10 < —— v MH` \ 0 -- ---- SEA 'r ---- \` EX. SANITARY _ WV �\ R MAIN \ `� > � z -- '�'w t --- -----f------_--- --- ---- ` -_-- a t).. -- - -- /i/r-== _��—_-� -ir-=-= �_ _=-- — -- --- -- 4707.30`——— R4 w — _____ -_ - '-4709.78 TBC--=- —-- \ _ 4706_25 TBC- JIIN 3 z N oo _�==N 123oo s oo \' z�°° z1 0o I - \ DAVIS LANE (LVORTHBOUND) 1` " �-_-- -\` -'� �\^09 j o ; �oaii 150'CROSS SLOPE TRANSITION AREA I I ------- ----- -- _ _ a a R40' / -------- -- _ _ LLI -- ------ ` -----:--- 4705.64 T- I / '�, Q MATCH EXISTING E.O.P. o J 1 \\ \\ \ I \ \ \ PIN-DOWN CURB I • (n 4705.64' 1 1111 I I o Q J 1 \\ \\ \\ i I II I i d■ hil 11 i i 10 Q Z W z / �I 11 1 i/ �� III I iiiiii o 02 r11 INTERSECTION OF DAVIS LANE & BAXTER LANE j I I i 1 11 I V Z Q DETAIL j I I it Ui 0 W cc SCALE: 1'=40' I I Ili IfI ,� z W a z N Q I� it ii I o JO U l ' 1 a00 a z � I m 1 I REMOVE EXISTIN MATCH EXISTING E.O.P. a \ ` � I i � � 1 • CURB & GUTSE -^l l / -------- EX. WATER MAIN I!/' _ \.- EXISTING DAVIS LA1VL� a71ss1t TBG (TYP.) `. 1 i l�lii 1 F MH\` MATCH EXIST. > I I \ \ 4715.02t (MATCH EXIST)__. —r--- ---te-----a--,_.-.- '—=—_2—-------=--'°— �---- 3Z . ---2-.-7-1--E X I S—T>�� I I iI Ii III M ---- - .EX RY MAIN 1I IIIII MHif IIII I1I 3A + Q ­- - - - + + -— ' o_= -_ - aa; \ 4719.23 4715.08 �� \ \\ \ `\ \\> 4715.70 �\ 15+00 \ 16 00 \ ` DA'V S LANE (NORTHBOUAXD) \ v n 1 g+00 4714.59 OL III \ T- ---- ----Mijl�_—E----+—_�—_—�_—_ 19+00 `> 20 00 0 >♦ I I 1111111 I 100' CROSS SLO 4715.01 -—�-— 21+ I 11 1111 \ I ` \ f_ 100' CROSS SL`OfE "��-- ---I 1 I 11 1 TRANSITION AREA —y R15' (TYP.) TRANSITION ARE -~ >> I 1 /i111Ul11 _ 1 / 1 I I i' �Illli -7_----- _____ I I 111111 __ a714.os I ' Ili I T- 1--------- I II y 11 — 1 / / I -T-- ---- 1 I I 4715.O�D N 4714.54 / \ I 'i I it = 0 NmOo C3 03 OO o 131 N ZIn�03 03 G m O F WON°o O p N It / 1401 \ \ I I III IIII I I \ I % / 1111111 Sheet No. 2 2 INTERSECTION OF DAVIS LANE AND TSCHACI'L L DETAIL SCALE: 1'-30' ,/ I I \I \\ —- -- L--� I MATCH EXISTING E.O.P. D-2 of 4 Copyright 0 2008 DOWL HKM, All Rights Reserved. 0 N O N ] T O m 1 a a a o • 'm -- ————————————— _— _________ ——————————————————————— __ 71 —————----- -------------------------------------------------- --------- // -------. ---------- _- ---------- --�- — - -- ----- -- - - - ---- ------ --- _si - - - -------- -------t--------\ -- -------- __ _ - -- - ------__----___-yr- -----�-��- - - �__- ------- �e o -- --_ �' - --- p / U ��lyyyy / ___________ f__ _ U / _ ___-- CONSTRUCT RIP-RAP PAD TO POND INLET %% aina —us—----— -- w ----6'x4'x8" THICK (6" MINUS GRAVEL) ---- ------- ------------- - ------------------------------- o 0 ---------- --------- --- CONSTRUCT 50 LF o I - - _ ,"-' = ------ RELEASE DYTCHORMWATER---- o _ �zwi ------------ / .._.._.._.._.._.._..-..-.-.-.-.-.- , . .._.._.._.._ NSTRUCT RIP-RAP PAD 6 x4x8 THICK (6 ..__. EXISTING GRADE .-..-._._._._.._._._.._.._..__ ._.._.._.._..-._._._._._ .._.._.._ GRAVEL) TO POND OVERFLOW � v m/ 10:1 c z o J y�N36" 2 • I II I/ 2 1� co I I STORMWATER RETENTION POND CONSTRUCT 14 L.F. 6' WIDE OVERFLOW SWALE. o Q (n I� BOTTOM ELEV. = 4702.00 - 2:1 SLOPES. ARMOR ENTIRE LENGTH WITH 12" N 0 --__-- DEEP, 3" MINUS PIT RUN RIP-RAP. INSTALL \ J ------------- _ PROPEX 4553 FILTER FABRIC UNDER ALL Q 4702 RIP-RAP. 1 1 U }Q H z 0 __,_.._.._- -........................._.._.._.._.._.._.._.._.._.._................................. _ ._.._.._.._.._.._.._... - 4704 3 v 2 z O \�-_ - ----------------- p / I ------ --- 12" a 0 N III U W Lu ------------------------------------------------------------------------------------------------- z W Q0 J a • Jam C� a 0 3 z co 11_� STORMWATER RETENTION POND RE-ALIGNED IRRIGATION DITCH o DETAIL SECTION a • 01 SCALE: 1"=20' NOT TO SCALE NOTES: 1. EXTEND CONDUITS EA EMENTON NBOTH SIDES OF CONSTRUCT 14 L.F. 6' WIDE OVERFLOW SWALE. 5' 2:1 SLOPES. ARMOR ENTIRE LENGTH WITH 12" ......INAL ASPRAL7 ..:::.._.......,�.,�.�..... ....:. .,..:. DEEP, 3" MINUS PIT RUN RIP-RAP. INSTALL PROPEX 4553 FILTER FABRIC UNDER ALL > RIP-RAP. > i 30"MIN. --- 10 TOPSOIL AND SEED 10 EL=4704.50 12"0 SCHEDULE 40 PVC ! 40"MAX. CULVERT WITH END CAPS - _ �'r s �1 EXISTING GRADE EL-4702.00 - 1.50' MAXIn I- 15" PVC INFLOW PIPE N Co 0 0 �aFmm8 CONSTRUCT RIP-RAP PAD J o F 110 P F TO POND INLET 6'x4'x8" - z j -m^ THICK (6" MINUS GRAVEL) CONSTRUCT RIP-RAP PAD 3 =W z T'O 3 6'x4'x8" THICK (6" MINUS O G w DD o 12°0 SCHEDULE 40 PVC w 4 10 0 IS GRAVEL) TO POND OVERFLOW CULVERT WITH END CAPS 0 H N Q ID 12"MIN. O 0 O D N 10 'T 40 m i 3 Sheet No. 3 �� STORMWATER RETENTION POND �� UTILITY CONDUIT CROSSING `/�] a SECTION SECTION D-v i t, NOT TO SCALE NOT TO SCALE of 4 Copyright O 2008 DOWL HKM, All Rights Reserved. 0 N O 9 � T O m a a m • N � BASIN GRATE WRAP WITH t z FILTER CLOTH 0 N�REUr f %ZZ Q�� M�ARHEA � �X' marco 0 .....:.....: SILT FENCELIJ OU m c Z GRAVEL BAGS GJRg o J NOTE: ENTRANCESTABILIZED D `�'(�F'� • 1. GRAVEL BAGS WILL BE USED PERPENDICULAR TO FLOW. m 0 MAXIMUM "PEA" SIZE OF GRADED GRAVEL INSIDE BAG r J FILTER CLOTH OPENINGS SHOULD v Q ALLOW FLOW THROUGH BAG o ~Z LLI 13 • Z O J �2� CONCRETE WASHOUT DETAIL INLET PROTECTION AT GRADE 2 O DETAIL DETAIL 3 C Q ZO NOT TO SCALE NOT TO SCALE U V Z W Q ¢O O • a m O N ir r � W WOVEN WIRE FENCE (14 GA. MIN., o MAX 6" MESH SPACING) zo U L 10 MXC, TO036" MIN. FENCE POSTS. DRIVEN a MIN. 16" INTO • GROUND LZ AJ PERSPECTIVE VIEW 36" MIN. FENCE POST WOVEN WIRE FENCE (14 GA. MIN., MAX 6" MESH SPACING) WITH FILTER CLOTH COVER. l z I � a I I 0 � m FLOW_ l UNDISTURBED T In o m- GROUND l 13 F 77 [7 NmOo EMBED FILTER FABRIC �� ❑Q f m m MIN 8" INTO GROUND z /�/� F F�D n F Z -m^_ io \ =N QN�3 O F wOIt Noo SECTION 0 m o m a 40 Sheet No. 4 �31 SILT FENCE DETAIL D-4 0 NOT TO SCALE of 4 Copyright O 2008 DOWL HKM, All Rights Reserved.