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HomeMy WebLinkAboutWest Winds Subdivision Phase 5 - Construction Set PLANS FOR I I ,� - 1 ' - ------I� —I SHEMY NA KAL�LL ----- _I ,- ---- WEST WINDS PLANNED COMMUNITY y ' OLASOOW -' BOZEMAN MONTANA J' SDIEY -- O O G1�AT FALL8 _I MISSOLLA LEWISTOWN `I I `'_ � --T PHASE 5 SUBDIVISION j� >'� MILES CITY 12 UTTE — ---, � ROAD AND UTILITY PLANS BOZ�MAI 1 -{ L--- ----- I ` NAFDN L —N— I I s*'CY.�_' DLLON _ —J_ ��-- --11 SHEAIDAN -'-- VICINITY MAP NOT TO SCALE BOZEMAN, MONTANA 40 NW Corner of North Ya Corner of Section 2, 2"B.C. "779 ES' 0.25' Section 2, S" B.C. below asphalt�34 ,3,5 "MDT 5606 S" ti S89°43'S 1"'W 2644.67' TI S, R5E 3 2 T2S, R5E - PHASE 2B �PJ �P0� - Q O R P-5 4101 Qi N 4- PHASE 2A Center North Ye PHASE 5Corner of Section 2, PREPARED FOR: PREPARED BY: 2Ya°B.C. "3111 ES" CASCADE DEVELOPMENT, INC. HKM ENGINEERING PHASE I 1627 WEST MAIN STREET 920 Technology Blvd. Suite A ® ®®® Bozeman, MT. 597158 SUITE #223 N PHASE 4 BOZEMAN, MONTANA 59715 (406) 586-8834 E N G I N E E R I N G FAX (406) 586-1730 O N!n 2 do n PROJECT NO. 04SO67.126 OCT. 2008 PHASE I PHASE 3 a� West Ya Corner of Section 2, 1"Pipe, 1.5'below surface PROJECT MANAGER/ENGINEER 3 S89 42'S2"W 2639.32' Center of Section 2, u ' ` . " 0��� N..T.,A,y'% urr nu.. Location Map of the YPG marled "S.S. &. �_` 3 1 OD.Iron Pipe& �`*;oACHARY Sheet No. 1 WEST WINDS SUBDIVISION G Eng — �v; LOWE to:' _o 12923 ZACHARY W.LOWE 12923 PE G-1 in the NW %4 of Section 2, T2S, R5E, P.M.M. =;SsF�-3,Ew�;��s� Project Engineer 1 HKM ENGINEERING Inc. of 4 00 Copyright 0 2008 HKM Engineering, All Rights Reserved. GENERAL NOTES. N o 24. ANY EXISTING OR NEW VALVES I+HICH CONTROL THE CITY OF BOZEMAN o m 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 WATER SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR IS INCLUDING, BUT NOT LIMITED TO, DETOURS, SIGNAGE, AND FLAGGING PERSONNEL. MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY(MD£Q)MAY REQUIRE A ONLY. a REQUIRED TO TAKE ALL PRECAUTIONARY MEANS TO PROTECT ALL EXISTING go NOTICE OF INTENT(NOI) &STORMWA7ER POLLUTION PREVENTION PLAN • UTILITIES 9. ROAD SIGNS SHALL BE INSTALLED IN COMPLIANCE WITH THE CURRENT EDITION 25. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM `-' WITH OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". OF FOR STORM WATER ASSOCIATED TH CONSTRUCTION ACTIVITIES IT OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 2. WHERE CONDITIONS ARE ENCOUNTERED WHICH APPEAR DIFFERENT FROM IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE IF SUCH PERMIT77NG N THOSE INDICATED ON 77-IE PLANS OR IN THE SPECIFICATIONS, 77-IE CONTRACTOR 10. ALL EMBANKMENT MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH IS REQUIRED& TO OBTAIN THE PERMITTING IN A 77MELY MANNER PRIOR TO 26. USE UNDERGROUND PIPE HAVING MECHANICAL OR PUSH-ON JOINTS SHALL N077FY THE RESIDENT PROJECT REPRESENTATIVE(RPR)PRIOR TO THE SECTION 02230 OF THE MOST RECENT EDITION OF MONTANA PUBLIC WORKS CONSTRUCTION. THE SWPPP IS NOT INCLUDED IN THIS PLAN SET. MEE77NG AWWA C111. USE UNDERGROUND FIT77NGS HAVING MECHANICAL d PERFORMANCE OF WORK. STANDARD SPECIFICATIONS(MPWSS). JOINTS MEETING AWWA C111. IF RESTRAINED JOINTS AT FITTINGS ARE a�i Z 18. ALL U77LITY TRENCHES SHALL BE BEDDED, BACKFILLED, AND REQUIRED, USE MEGALUG MECHANICAL JOINT RESTRAINT OR MEGAFLANGE COMPACTED PER CITY OF BOZEMAN STANDARD DETAIL NO. 02221-1. J. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE 11. LIMIT CONSTRUCTION AND SUPPORT ACTIVITIES TO 7HE PROJECT LIMITS. RESTRAINED FLANGE ADAPTER, MANUFACTURED BY EBBA IRON SALES, OR • ow. w CITY OF BOZEMAN MODIFICA770NS TO MONTANA PUBLIC WORKS STANDARD UNI-FLANGE SERIES 1400 RETAINER GLANDS, MANUFACTURED BY FORD SPECIFICATIONS FIFTH EDITION, UNLESS INDICATED 07HERKISE ON THE CONTRACT 19. ALL CURB AND GUTTER SHALL BE CONSTRUCTED PER CITY OF METER BOX. WATER MAIN FITTINGS TO BE THRUST BLOCKED SHALL BE IN rcz� 12. ALL EXCAVATION SHALL BE PERFORMED U77LIZING 7RAD1770NAL EXCAVATION BOZEMAN STANDARD DRAWING NO. 02528-1. _ DOCUMENTS. ORDER OF PRECEDENCE SHALL BE CITY OF BOZEMAN MODIFICATIONS, MEANS (BULLDOZER, EXCAVATOR, ETC). BLASTING OF ROCK MATERIALS SHALL CONFORMANCE WI7H CITY OF BOZEMAN STD. DWG. NO.'S 02660-1 AND mamma FOLLOWED BY MONTANA PUBLIC WORKS. NOT BE PERMITTED 107HOUT PRIOR APPROVAL OF THE RPR. 02660-3. 3 ; .12. F 20. ALL DOUBLE GUTTERS AND FILLETS SHALL BE CONSTRUCTED PER CITY o OF BOZEMAN STANDARD DRAWING NO. 02529-1 AND NO 02529-2. o €o z 4. CONSTRUCTION SAFETY AND SANITATION FACILITIES SHALL BE PROVIDED BY 13. ANY REMOVED STRUCTURES SHALL BE DISPOSED OF OFF THE SITE IN A 27. WATER SERVICE SHALL BE INSTALLED PER CITY OF BOZEMAN • c �z THE CONTRACTOR AND MAINTAINED BY THE CONTRACTOR. LAWFUL MANNER. 21. PEDESTRIANS RAMPS WILL BE CONSTRUCTED AT ALL INTERSECTIONS STANDARD DRAWING NO. 02660-6. - 5. THE CONTRACTOR SHALL PRO7ECT ADJACENT PRIVATE AND PUBLIC PROPERTY PER CITY OF BOZEMAN STANDARD DRAWING NO. 02529-8. 28. SANITARY SEWER MANHOLES SHALL BE INSTALLED PER CITY OF 3 FROM DAMAGE DURING CONSTRUCTION. 14. THE CONTRACTOR SHALL PROVIDE A SET OF AS BUILT DRAWINGS TO THE RPR BOZEMAN STANDARD DRAWING NO.'S 02720-3 AND 02720-7. PRIOR TO THE FINAL ACCEPTANCE. a 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 29. SANITARY SEWER SERVICES SHALL BE INSTALLED PER CITY OF rn U77LI77ES IN THE AREA PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. STANDARD DRAWNG NO. 02660-4 AND NO. 02660-5 WITH STORTZ BOZEMAN STANDARD DRAWING N0. 02730-2. y OTHER METHODS APPROVED BY THE REPRESENTATIVE. CONNECTIONS. o LLI 7. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO THAT 77-IERE IS 16. CONTRACTOR SHALL FIELD VERIFY INVERT ELEVATIONS, PIPE SIZES, LENGTHS, 30. STANDARD WATER AND SEWER SERVICE LOCATIONS SHALL BE IN • U CORRUGATIONS, AND MATERIALS BEFORE ORDERING. 23. STREET MARKERS, REGULATORY, SIGNS AND DEAD£ND BARRIERS, MINIMAL DISTURBANCE OF THE USE OF CITY STREETS AFFECTED BY THE WORK. COMPLIANCE WITH CITY OF BOZEMAN STANDARD DRAWING NO. 02660-16, = Q SHALL BE INSTALLED PER CITY OF BOZEMAN STANDARD DRAWING NO. m THE CONTRACTOR SHALL COORDINATE KITH THE CITY ENGINEER AND PROJECT EXCEPT AS NOTED ON PLANS. o ENGINEER IN PLANNING SUCH TRAFFIC CONTROL. 09810-1, 09810-2, AND 09810-4. (L Z 31. ALL DISTURBED AREAS SHALL BE RE-VEGITATED. } ' LL1 SHEET INDEX W z SURVEY CONTROL m a w w SHT. NO. TITLE G-1 COVER SHEET PROJECT HORIZONTAL DATUM: ASSUMED nI 0 Z 0 Z a tUQ a- mG-2 GENERAL NOTES, PROJECT LEGEND & SHEET INDEX PROJECT VERTICAL DATUM: CITY OF BOZEMAN �j w w W G-3 SHEET LAYOUT & CONSTRUCTION ROUTE PLAN SEE SHEET G-3 FOR BENCHMARK a z O H =LILI G-4 EASEMENT EXHIBIT INFORMATION Q m 0 C-1 SPRING VIEW COURT & AUTUMN GROVE STREET ROAD/STORM PLAN & PROFILE • a Z C-2 TSCHACHE LANE & WINTER PARK STREET ROAD/STORM PLAN & PROFILE N U) J C-3 WINDWARD AVENUE ROAD/STORM PLAN & PROFILE Z W C-4 BREEZE LANE ROAD PLAN o `Z C-5 STORMWATER PLAN 6 LL1 C-6 STORMWATER PLAN AND PROFILE w SS-1 OFF-SITE SANITARY SEWER PLAN & PROFILE o SS-2 SPRING VIEW COURT & AUTUMN GROVE STREET SANITARY SEWER PLAN & PROFILE i W-1 SPRING VIEW COURT & AUTUMN GROVE STREET WATER PLAN & PROFILE W-2 TSCHACHE LANE & WINTER PARK STREET WATER PLAN & PROFILE W-3 WINDWARD AVENUE WATER PLAN & PROFILE EC-1 EROSION CONTROL PLAN EC-2 EROSION CONTROL PLAN S-1 ON-SITE STREET SIGNING PLAN ♦ Pu1"1111!" L-1 STREET LIGHTING PLAN ♦0�_,3 ao��2�;_ D-1 TYPICAL ROAD SECTIONS & DETAILS D-2 ROAD AND STORMWATER SECTIONS AND DETAILS '~` ` oJ D-3 TYPICAL SECTIONS AND DETAILS 'o''',N moo♦ N�i�♦ e; D-4 TYPICAL SECTIONS AND DETAILS *„PROS�y�♦♦ D-5 EROSION CONTROL DETAILS GENERAL PROJECT LEGEND COMMON ABBREV/A TONS EXIS7W ITEMS AIEW ITEMS SO STORM DRAIN PVI POINT OF VERTICAL INTERSECTION PP POWER POLE BVCS BEGIN VERTICAL CURVE STATION a -4725-EXISTING GROUND INDEX CONTOUR NEW SIGN NEW UTILITY EASEMENT GA GUY ANCHOR EVCS END VERTICAL CURVE STATION EDP EDGE OF PAVEMENT BVCE BEGIN VERTICAL CURVE ELEVATION C -----EXISTING GROUND MINOR CONTOUR ® NEW SEWER MANHOLE ----NEW LOT LINE L.F. LINEAL FEET EVCE END VERTICAL CURVE ELEVATION y EXISTING EDGE OF ROAD NEW SEWER LINE -----NEW PUBLIC RIGHT-OF-WAY EL. ELEVATION I.E. INVERT ELEVATION N ■ EXISTING POWER POLE NEW SEWER SERVICE NEW ROAD CENTERLINE (TYP) TYPICAL INV. EL. INVERT ELEVATION -o M M INV. INVERT UG-PWR UNDERGROUND POWER Z > PWR EXISTING OVERHEAD POWER NEW WATER SERVICE © NEW TRANSFORMER -m n 0?17 9 S= SLOPE UG-TEL UNDERGROUND TELEPHONE TN m CO w EXISTING SIGN Z NEW WATER VALVE NEW ELECTRIC/GAS LINES C.B. CATCH BASIN IN INCH w o~��. Ji w o2rom a 00 EXISTING SEWER MANHOLE f. NEW WATER LINE MJ BEND NEW LIGHT POLES MH MANHOLE CMP CORRUGATED METAL PIPE Z c v a DH DRILL HOLE 8 CL CENTERLINE - u E 6 N SWR EXISTING SEWER LINE S" NEW WATER LINE TEE �I NEW PEDESTRIAN RAMPS t0 -E m W FL FLOWLINE FT FOOT ~w 0 R EXISTING WATER VALVE d+ NEW WATER LINE CROSS OHP OVERHEAD POWER Z N 0 s M 3 CONTROL POINT w rnmtLLL 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 4 Copyright 0 2008 HKM Engineering, All Rights Reserved. J 3 0 SHEETS C-2 & W2 N 0 o T O m PRIMARY a ON —PRIMARY < o XISTING DA NS LANE :ACCESS ROUTE • S 01 SEC7/0N LINE _ _ _ FUTURE DAMS LANE- NORTHBOUND SHEETS C-2 & W-2 1 Z ' L I I 1 "I I • m. �, -- "f .�z I I I I C I � z ZIITiffil ------------------------- --------- a rc m I I � , o a Noa 0zvz m n I I n jI j m j SHEET C-2 1 SRRINU urFw cr Z I I I I I I I r Ilk o w a °n -------- - ----- -------- -- i SHEETS C-1, j -- LLI • to x I SS-2 & W-1 1 0 = H I 1 1 SHEET SS-1 m l N d k l A I I 1 1 c SHEETS C-1, SS-2 & W-1 n F I I c l z SHEET C-4 1 1 i l A l -- i i o ~ ~ ° I 1 ij ` 1 • O � j I I 1 JI z cc 102 r2 cn I I 1 i i 0 w W Z a ZOco O U SECONDARYI I 1 _----- --J L--- i - 1 • d ad CONS7RUCT70N I 1 ACCESS RO avE 1 i n 0 TE I J WINDWARD I L-——— --' --- -- ----- '.- —� 1 Z_ WINDWARD AVE-�� -------------- �� 1 SHEET W-3 I 1 — z W LLI ~ I W SHEETS C-3 & W-3 1 I I 1 • 1 BENCH MARK I j FH ARROW BOLT \ II 1 1 ELEV.=4730.81 SHEET C-3 1 1 I m 1 I 1 m BENCH MARK0\\\\uuu33o -3 We I m FH ARROW BOLT �� 1 �'• v ELEV.=4727.67 Q-' ----------------------------------------- I \ — __ ----IF--�— it 1 -Z0•. < N e°_`�j I \ \ ` SHEET C-5 SHEET C-6 rn� � T W oHnn W 02oo Z L cal 8 _ u m E N 0w .. 3 II Z N 0 oL lxC 3 I li I W rnroaLL 3 g z II I i Sheet No. 4 NOT TO SCALE -3 i a of 4 Copyright 0 2008 HKM Engineering, All Rights Reserved. I a N 0 j T m EXISTING DAMS LANE a a o _ _SECTION IINE FUTURE DAMS LANE - N N ORTHBOUND — — — — — — ———————————————— Z -- — -- I , r--------------� 12' UTILITY EASEMENT(TYP.)7 I I I I I cti SIA II II II II I 1 = PUBLIC ACCESS AND ? mNaN I I I I m l I I UTILITY EASEMENT I 3 <\ y�oo m I I I I RIW LINE (TYP.) // // 0 3 0 €_ z I m l I A I LOT LINE (TYP.) I I a l SEWER AND WATER • - I PIPELINE EASEMENT II II II Ij A I I t_�—JJ Z / 3 ----------J / SPRING VIEW Cr—_ 1-- I �- — -------------- uO—I I I I I I i f I J I L J LLI • to WATER A I I I I II II I PIPELINE I k EASEMENT Z H I I — ——————————— IWA TTR I � I I � I� ' I I • � � X TEMPORARY STORM i I m i PIPELINE O Z W DRAINAGE EASEMENT EASEMENT I al p Z W W W I I I N TEMPORARY STORM a Z O W DRAINAGE EASEMENT Q m I I I I � II J • a W WAR A VE WIN I o L--------- -------- -- \\� z v~i i--------- — I �I >w WINDWARD AVE I I WATER I I I I;I • I I PIPELINE I I II I EASEMENT I I � 1I II I � 1 \ STORM DRAINAGE I I II 1\ 11 I_ ——J EXISTING EASEMENTS (TYP.) EASEMENT I \ I 44 \ �\ WETLANDS LINE STORM) I I a j _ DRAINAGE I I 10 EASEMENT I I I rn Z >cow I I Co J / LLI p~tt W 6600 Z N W O L lxC rnmdLL 100 0 100 200 \ ��-- Sheet No. 4 I scale feet (,F G-w c 0 of 4 Copyright 0 2008 HKM Engineering, All Rights Reserved. J � N 0 N 0 CONSTRUCTION NOTES: z--� 1.SEE TSCHACHE LANE&SPRING VIEW COURT ' m INTERSECTION DETAIL 4/D-1 a 2.SEE AUTUMN GROVE STREET&WINDWARD AVENUE a 50 0 50 100 aINTERSECTION DETAIL 3/D-1 • y scale feet N STA. 10+94.77,16.50'LT v INSTALL 48"0 COMBINATION 0 d NEW LUMINAIRES TYP MANHOLE CB-2 STA.13+29.83,18.14'RT a0i Z (BY OTHERS) CITY OF BOZEMAN STANDARD INSTALL 48"0 COMBINATION DRAWING No.02720-1B(TIP.) MANHOLE CB-3 • INSTALL UTILITY 3 CITY OF BOZEMAN STANDARD STA.10+60.31 CONDUITS(TIP.) TEMPORARY DRAWING No.02720-1B(TYP.) INSTALL UTILITY 3 �z� EL=4714.14 INSTALL 31 LF - z N STORMWATER INTERSECTION OF r VC STORM CONDUITS(TYP.) p_3 3 Ir z fC m W o c RELEASE DITCH SPRING VIEW COURT o 3 €F W z (SEE SHEET C-5) AND TSCHACHE LANE LOT LINE TIP. INSTALL 454 LF. 2 0 0 �_z N: 16525.25 CURB&GUTTER • E: 11582.31 D-4 c� 5.0'WIDE CONCRETE yI I I II �' y j \ j \\I STA.15+77.14 16.5'LT) I I I �(BY OTHERS) I I ------� I INSTALLSTANDARD l SQUARE INLET CB4I I EASEMENT I \ � W II I III I,rO O �p O � CITY OF BOZEMAN STANDARD . I I I �LL 232 L.F. 2 (TYP) o ; �I ' FI WR75'(TIP.) &GUTTER D_4 II I DRAWING No.02720-1A(TYP.)aT - / II I ��\ 435 LF 5.0'WIDE CONCRETE I I V a / / -�.a7l s.fis I \ SIDEWALK BY OTHERS 12'UTILITr �-.NEW LUMINAIRESYP)'INSTALL 88 LF g I I 4716.95 ( ) ' , ISTA.17+97.45 ao WPVC STORM o / INSTALL 238 LF "TBC _ I TBC ____ 1EASEMENT(TYPJ , (BY O7HERS) (MIN.) I O o a W o -III -15"0 PVC STORM �P --- .------ -- - - -PROPOSED 8"WATER- T-- - EL=4716.17' orn---____-- INTERSECTION OF AUTUMN GROVE ST N ,___ --- I I -- - - ---- - - - -- AND WINDWARD AVE O O N:16266.02 } zo6.6a' --�-.:- --� 1+00_ 35o as' _ rn la+00 15+00� 16+00 .II.87' / n+00 1 0 18+5d FUTURE AUTUMN E:12070.32 ~ Z O d S02'S8'39"W _ _ �_-_ _ _ +_J�Q_ P-_.. L=s1so - --�--- --i 1-� GROVE STREET °' Q Z _ o I K S'P 1VG VIEW CT / S00'S7'S9 W R-31 60 _ 590'00'00"E _ --PROPosED 6"SEWER --� r------. a9asrs9" I AUTUM GROVE STREET , o 2 Z -� __ _ __ ! J Tan=\\o5 L 'PROPOSED 8"SEWER - -\\\l - - --- I o / • Z Q ♦ \ - --� - - -- -- - ------- ------ h END CONSTRUCTION m - ------- -- - -- -- -;0'W ----- - ------ ------ j1 ,EL-471+75.95 V Q Q I STA.13+12.33 M a BEGIN CONSTRUCTION +T PROPOSED 8 WATER \ 1 12'UTIDTY m J ,..1 III % END SPRING VIEW COURT 4717 00 \ 1 \ EASEMENT / + W AUTUMN GROVE STREET I Z STA.10+82.82 I III I / BEGIN AUTUMN GROVE ST ,+, 248 LF _/ N 2 III _N_ W Q IIL ELEV.=4713.89 i I I I N:16275.73 Tac \\ 11 (T'1') b� W N:16266.02 0 III 255 LF 5.0'WIDE CONCRETE / \ 1 E:12048.82 SPRING VIEW COURT I II n E:11587.82 \ II \ 1 STORM INSTALL 30 LF i I p Z 2 � W 11 SIDEWALK(BY OTHERS) \ \ Q, Z WN:16502.75 1 I � 15 0 PVC STORM , IE:11581.93 ll 1 ' / INSTALL 256 L.F. 2 1 5=0.4%,CAP&MARKq11 �'� O O STA.10+95.87,16.50'RT CURB&GUTTER ^` \�� a 1 INST . i / i I 1� LI ,/ PROPOSED GAS AND 3 O OINSTALL STANDARD D-4 35.010N p_1 ELECTRIC LINES • m VINSTALL PEDESTRIAN RAMPS SQUARE INLET CB-1 Z 90 L.F. CB-6 (BY OTHERS/TYP.) WCITY OF BOZEMAN STANDARD CITY OF BOZEMAN STANDARD CURB&GUTTER STA.15+77.14,1 . 'RT (SEE SHEET C-3) QDRAWNING NO.02529-8(TYP.) DRAWING No.02720-1A(TYP.) INSTALL 229.5 L.F. D_4 493 INSTALL 48"0 COMBINATION Z W O 35.0'ROAD SECTION D_1 CONIC.SIDEWALK MANHOLE CB-5 50 0 50 100 a cc PROPOSED GAS AND (BY OTHERS) CITY OF BOZEMAN STANDARD a ELECTRIC LINES DRAWING No.02720-1B(TYP.) scale feet o Z (BY OTHERS) 6 W 9 PROFILE L d Scale 1"=50' Horiz. -- - --- - --- --- HIGH POINT ELEV= 4717.09 Scale 1"=5' Vert. LOW POINT ELEV= 4715.03 ° -- - --- - --- --- HIGH POINT STA = 13+1766 LOW POINT STA = 15+77.14 p 4735 PVI STA = 13+06.88 PN STA = 15+60.48 4735 PVI ELEV= 471740 P14 ELEV= 4714.86 A.D. _ -2.55 A.D. = 1.50 K= 39.22 K= 66.67 100.00' VG 100.00' VC y y cn j 4730 4730 2 Q W W '� 2 co m �� Z 4725 I tia oc=i y�� h 'a oo h 'd o h �^� hn O UWW QgC � �..-----.. 4725 ;p P.............../�2, + n 3co-5 + r; N,na,Cv Wm C"i c� o ti o_zt �,•�= 1 �O n O+pp ++ W I MN� ap C m^ II 112 m �1ya W W m Q=W�O , �C�W ��W mw S2 Q^ e APPROXIMATE m ,Q,''�2 W ¢ d:�I o �+ 580 4720 W I, <n Q U>> W q I, o,t.� u 4720 sy*,..........EF.�� +yro pti ^ + W "+W o�p�I'22� '?oW FINISHED GRADE AT 27 c� oJU uS4 o�1-J z,o� 2 CENTERLINE ROAD .o' 2zz F�2 2 2 1n 1n2 y22 kt12 �n�nU >l v>v> _ 4715 III 4715 _-�5=� I' APPROXMA ______ate n __ .__ U v122�2 ¢ yy2 DIS77NG GROUND AT�c - E II CENTERLINE ROAD III T', i - TF ii1 � INSTALL 248 LF. 15°0 D-3034 PVCMilli L-4710 IliiINSTALL 238 LF. 15"0 D-30J4 PVC I t 4710 r I 17 ^ ILL, INSTALL I 5=0.359 �ilHEW8 OMAIN �.��"'�ll I „� +-���31 LF 15"0 ,I, 2 - aINSTALL TEMPORARY STORMWATER o, 2 JO LF 15"0 aoD-3034 PVC INV..EL-4708.68' ^2 >4705 S=0.40% ,.�o * 02 4705 nRELEASE DITCH TO i / ' m �+°� "1 ca D-3034 PVC aoo DETEN7)ON POND i� y o w 2 a y S=0.40% rnuico( ) INSTALL 88 LF. 1 e ItARY MAIN / o p i' n y ^�o oFN Sff SHEET C-515°0 D-J034 PVC /NEW om . 2 + o4700 °,2 <n ¢x W o *¢ ti W 4700a » E:ai F- 0r2 2 7 IN 0 a to I� - - - _ 1n3 mNma_LL N �n o� _ ri �, '-, _ r� j �O �_ � -t ifi _ lG cD �t -t -t •+ 4695 0 a a a a rt N -r �7 7 '� N �3 +U ^ I� r r r � r r r n r r� � � - � � � � rt - rt .i 7 4695 ti 3 Sheet No. 1 p SPRING VIEW COURT AUTUMN GROVE STREET C-1 a 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 15+50 16+00 16+50 17+00 17+50 18+00 18+50 of 6 Copyright 0 2008 HKM Engineering, All Rights Reserved. J � N Ti N 0 op T m a a o -N- -N- N of N Y O N Z L U 152 LF 5.0'WIDE CONCRETE • ,n, h SIDEWALK(BY OTHERS) STA.3+53.07 50 0 50 100 EL=4714.14' 50 0 50 100 m i z N NEW LUMINARIES TYP INTERSECTION OF TSCHACHE LN 3 INSTALL UTILITY CONDUITS 308 LF 6.0'WIDE CONCRETE REMOVE EXISTING c Of fC mamma (TYP) scale feet AND SPRING VIEW CT TYPICAL TEMP.CUL-DE-SAC scale feet 3 a w��r D-3 ( ) SIDEWALK PER CITY OF o BY OTHERS N:16525.25 3 0 w a E:1158 31 ^ I, I BOZEMAN STANDARD o o z z I III II I / I I I I1 II I I DRAWNING N0.02529-15 \ \\ \\ \ • III II I jl INSTALL 170 L.F. 2 13 IV III ` I I ��Ill I - (BY OTHERS) \\ \ PARK AREA END CONSTRUCTION c2 1 //! CURB&GUTTER p_4 J \ BEGIN CONSTRUCTION y II __ \ �NSLL 07 LF. 2 STA. 5+09.56 mBEGIN CONSTRUCTION r III III 1 I l INSTALL 2 46 L.F.6.0' STA.1+91.001 I - &O�ITTER D-4 EL=4722.70' STA.1+64.06 III�I TWIUL DOUBLE GUTTER EL=4723.86' I a72aaa - \EL=4714.00'/ III II PROPOSED 8"WATER o� 1 SIN ICITY OF BOZEMAN HINTER PARK STREETII II rac �\ POSED 8"WATER �- ---E:11668.29 TSCHA" F LANE __ __J __ _ --- _ 1 _ _As N:15785.29 II i \ ---- --------------------- °' W N:16525.25 ---- - DRAWNG No.02529-1 EA 349.73 o W 0 E:11393.31 1 1 j ! _ • W m +0 . 3+ o0 - -0-0 14+25 - - I- - N000E_ - -� 5095♦ Orn 5+0 EXISTING 8_SE -4-- EXISTING 8 WATER oo00 TRANSITION =ar TSCHACHE LANE WINTER PARK STREET d CO} Z Q END CONSTRUCTION __ �[ STA.3+83.07 ---- \ -- ----- --- - -- - - -- --- } Z III II -- --------- 'll * I -- -- r -- - -------- / III I -- ------- \ --- -�- H Q p I EL.=4713.99' I „1 II a/4.ao------- 12'UnOTY \ \ 12'UnuTY------ Q Q II EASEMENT(TYP.) 6 N:16525.25 NEW LUMINARIES(11P) 111 r C EASEMENT(TYP.) \EASEMENT MR.) y Z IL J - 1!9 1 I I R I E:11612.32 1 \ \. \ !! o Q d III I/I I , LOT 'I BY OTHERS 1 \ \ �� o Ix II r I 311 LF 5.0'HIDE CONCRETE \ ----_ I I III II II 'ti \ I I I I II SIDEWALK BY OTHERS \ INSTALL 309 LF. 2 - ri\;; • Z W IIYIII'�II III I PROPOSED GAS& I INSTALL PEDESTRIAN RAMP CITY 1'I 1111 I\ 1 I I ( )\ \ CURB&GUTTER ti� � ELECTRIC LINES I'I 1 OF BOZEMAN STANDARD II I 1 1 \1 11 III 1 \ \ \ \ D-4 1 1 N 0 0 Z / 1�11111I+�I III ~ (BY OTHERS) DRAWING NO.02529-8(TYP.) I I\\ \� II I� 1 \I PROPOSED GAS AND; \\ \\I V 0 3 INSTALL UTILITY CONDUITS ELECTRIC LINES I Z INSTALL 159 LF. Z INSTALL 318.5 L.F. (BY OTHERS/TYP.) TEMPORARY STORMWATER W Q ad � D-3 (TYPICAL) CURB&GUTTER p_4 p_1 35.0'ROAD SECTION CONVEYANCEBREEZE LANE(NCI C.) a Z W Z 0 152 LF 5.0'WIDE CONCRETE SEE SHEET C-4 FOR MORE Q N 2 INSTALL 219 LF.p_2 37.0-ROAD SECTION SIDEWALK(BY OTHERS) INFORMATION. 3 d 0 J • m CONSTRUCTION NOTE: 1.SEE TSCHACHE LANE&SPRING VIEW COURT N INTERSECTION DETAIL 4/D-1 ZLLl U U ---- PROFILE - w ~ 0 PROFILE Z Scale 1"=50' Horiz. -- - I-- Scale 1"=50' Horiz. 0 Scale 1"=5' Vert. _.. Scale 1"=5' Vert. __.. ° HGH POINT 4725.29 4735 - 4735 4745 HIGH POINT S AV= 2+92.12 - 4745 • HIGH POINT ELEV= 4714.75 PW STA _ 2+82.55 HIGH POINT STA = 2+25.50 PVI ELEV= 4725.69 --- --- --- --- LOW DINT ELEV 4722.05 PW STA = 2+0750 A.D. _ -3.36 LOW POINT STA = 6+41.95_ PV/ELEV= 4714.87 K= 29.78 PVI STA = 5+84.24 -- ---- ----- ------- A.D. _ -2.50 PVl ELEV= 4721.60 4730 K= 24.00 4730 4740 A.D. = 1.86 -- -- -- 100.00' VC -- -- -- - 4740 60.00' VC oo � K= 734.57 - o Q 3 250.00' VC v� WS 4725 p u N 2 a '2 h I^ ♦\ P................./'. � ^ N o 2 4725 4735 �� N � 4735 `\ Q. N h W n V a '") 7 �j O> O II C�1 N 7 h N tl a, y = ?y1� W F :Q Y W .ti.W m ry `>• R N n¢W N N �~ i rn ="3 Z: h O o � W N h� P3 I� cc � � W + I\ O of N =Z'', < N i�♦: 4720 Li+W L++ .1,o�" + 4720 4730 o a,o oo m W y iv p 2 N 7 4730 �'���*'"^^"•EETO q^ ro co ^ M U+W W g �!�iii PR�1j11 APPROXIMATE V y W APPROX/MALT �) v FUTURE Qio APPROXIMA7E m m h a W W U U EXIS77NG GROUND RN/SHED GRADE I"" W"' DAVIS LANE cn y 4, FINISHED GRADE ATWCEN7ERLINf RO CENTERLINE ROADEXISTING47154715 4725 DAVIS4725 2.0� /\ - LANE 2.011 _ �__©� Wti' N L j STA.2+0347 - UTILITY CONDUIT --- - _ __------ ----- a L\ I I CROSSING 4710 l0 4710 4720 li \ / 4720 ii mo l urw x•n APPROX/MALE NG GROUND wa TER AAl/ AT CEN7ERLINE ROAD j I!I� - __- ff- ,r EX 3bm�S FWMflI Mma , M 47154705 4705 4715 salT _ Z > oo te2 --------------- - -- b ---- -m STA.3+5307 .------------------------- �Nc.o SANITARY SEWER 61 Lu CROSSING Lu a Zo Z ra 4700 m 4700 4710 h 4710 UF0 r. Z - + o r a a 1 N0=LLao?rm °' mNmo LLJ LL,4695 I 4695 4705 4705 Sheet No. 2 TSCHACHE LANE WINTER PARK STREET C-2 a 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 of 6 Copyright 0 2008 HKM Engineering, All Rights Reserved. I � � g Z N 0 I � T 50 0 50 100 INSTALL PEDESTRIAN RAMPS 2 CITY OF BOZEMAN STANDARD a scale feet DRAWNING N0.02529-8(TYP.) co_ STA.15+54.85 101 LF 5.0'WIDE 01 EL=4716.17 CONC.SIDEWALK 2 INSTALL 386 L.F. y STA.15+20.70 16.5'LT INTERSECTION OF WINDWARD AVE (BY OTHERS) \,Djj CURB&GUTTER INSTALL 48"0 COMBINATION AND AUTUMN GROVE STREET 0 z INSTALL 532 L.F. m STA.12+40.41 16.5'LT D-1 35.0 ROAD SECTION MANHOLE CB-6 N:16266.02 INSTALL 110 L.F. 2 INSTALL STANDARD CITY OF BOZEMAN STANDARD E:12070.32 CURB&GUTTER p-4 SQUARE INLET CB-7\ `� ___ DRAWING No.02720-1B(TYP.) ^ `� I / m f o W u e CITY OF BOZEMAN STANDARD ` ` PROPOSED GAS AND I �� `� I / r z z� N \INSTALL 29 LF 'ELECTRIC DRAWING No.02720-1A(TYP.) INSTALL 124 LF � I / c ¢ wrco 15"0 PVC STORM END CONSTRUCTION \ 270 PVC STORM \ ``V. c �\(BY OTHERS TYP. J � 3 4 w�zr o p ,� 4 c ,STA.16+84.44 0 3 za INSTALL 30 LF - 1 �� EL=4714.58' €r I ��� m \n 333 LF 5.0'WIDE S 3 0 oz 115 0 PVC STORM �tiA�Yo o� ` CONC.SIDEWALK z INSTALL 63 LF ____-- • z ' `� + o o � I I � WINWARD AVENUE \ II \ BY OTHERS x� 27"0 PVC STORM c� REMOVE EXISTING I I \ ��_� ( ) _1 ' N:16395.61 \ ��I_ - m GRAVEL HAMMERHEAD i \ \\ 12 u4 o \ a --\ ------- \1 -J �'' # II ------- -\ �� �� E:12069.\4 \'� 47 LF 6.0'WIDE CONCRETE SIDEWALK PER CITY OF _- \ 00� ~ BOZEMAN STANDARD I 14+0 PROP.a"WATER 15+ 0 Il 00 40888• 00��\ 17$1�6�/ ��c \\ \ o w DRAWNING N0.02529-15 I �\ _ -+-- -�- --- ---�- --- -I -Noois'zs'.w f�-- - -���-I �I \ • Q w (BY OTHERS) 53.a7 p WINDWARD AVENUE \/ K \\ TEMPORARY = 1 p N�3'+ A w 1 +p o _ STORMWATER o d J NEW LUMINARIES TYP + p E, R -- ________-_-- _______ ___ -- --- - m \ \ \ \\ RELEASE DITCHN 1 LL BY OTHERS �1\ EXI51.6" - INSTALL 143 LF I' \ �L$i -r \\ \\ �� (SEE SHEET C-5) >- �[ O EX•$ _ `,27 0 PVC STORM Q INSTALL 104 LF.27"0\ \ �\ �` \ Q F3 BEGIN CONSTRUCTION == - \ \ d D-3034 STORM PIPING 2 INSTALL 258 LF.' \ \ STA.11+52.61 ,-�� _ � \ EL=4720.91' s' \ p-4 CURB&GUTTER 1 \ \\\ \ \�\ \ \ 0 LLJ Z WINWARD AVENUE \ STA.15+20.71 16.5'RT \ \�� �� • ZO Z Q N:15868.41 \ INSTALL 12 LF INSTALL 122 L.F. 2 \ \\ \ O Z I INSTALL 60"0 COMBINATION E:12113.64 }\27"0 PVC STORM \\ MANHOLE CB-10 1 I CURB&GUTTER p_4 ' \ \ CITY OF BOZEMAN STANDARD 1 I \ \ \� J TRANSITION SIDEWALK FROM 6'WIDE "r I \ `� DRAWING No.02720-1B(TYP.) 1 / \ \ \ I 0 Z ad a \ 1 I 101 LF 5.0' DE \ CONSTRUCTION NOTES: TO 5'WIDE PER CITY OF BOZEMAN 1 CONC.SIDEW LK 1 \ \\ \\\\ Z 2 Lu 1.SEE WINDWARD AVENUE&FUTURE WESTWIND WAY STANDARD DRAWNING NO.02529-15 STA..12+40.41 16.5'RT STA.13+72.62 16.5'RT INSTALL 2 46 L.F. 11 I (BY OTHERS)I II \\ \ \ a Z Lu � Fr INTERSECTION DETAIL 2/D-1 (BY OTHERS) INSTALL 60"0 COMBINATION INSTALL 60"0 COMBINATION 6.0'WIDE DOUBLE GUTTER I I \ \ \ Q N Z 2.SEE AUTUMN GROVE STREET&WINDWARD AVENUE MANHOLE CB-8 MANHOLE CB-9 CITY OF BOZEMAN 1 I 1 UJ 2 INSTALL 113.5 LF. CITY OF BOZEMAN STANDARD CITY OF BOZEMAN STANDARD STANDARD NSTALL UTILITY S 1 O INTERSECTION DETAIL 3/D-1 \ \ \ f1 m f� D-4 CURB&GUTTER DRAWING No.02720-16(TYP.) DRAWING No.02720-1B(TYP.) DRAWING No. 02529 I111 \ CONDUITS(TYPICAL) p_g STA.16+88.70 16.5'RT \ FILL AND REGRADE EXI TING TEMPORARY \\ \ Z Q INSTALL 46 LF.6.0' INSTALL 60"0 COMBINATION \\STORMWATER POND TO XISTING CONTOURS. 1 \\ WIDE DOUBLE GUTTER INSTALL UTILITY CONDUITS 3 MANHOLE CB-11 \RECLAIM AND RESEED R GRADED AREA 1 1 0 Q CITY OF BOZEMAN CITY OF BOZEMAN STANDARD 1 \ \ I I STANDARD (TYPICAL) D-3 DRAWING No.02720-1B(TYP.) REMOVE EXISTING FLOW CONTROL \ \ 1 I o DRAWING No.02529-1 1 MANHOLE AND STORM PIPING \\ \I 11 6 Z z W ` Scale 1"-50' Horiz. Scale 1"=5' Vert o a 4735 h I----._ I---- _..I._. ___..I- ____.I ___.. I ----._._._-I • 4735 ti ¢ N �N2 4730 m 4730 W +ti¢II N U 3 N J (n !�M h b +O WgW �=Wzz� vIW, _ m`� wv"o^' noa; �2 p O 4725 o pz I hOe�OII UWII �� ib4 � W=O 4725 Ca o�j�'i• '2 j_ p m^ ti U N�m`t� +K3 Ort +'�� �n�' IIo ¢ t2 -07-$,`_ 'n 2 2 4720 4720 _ APPROX/MA 7E W 2£ _----" FlNISHED GRADE AT W y ¢o z z z z h h z PR p -CENTERLINE ROA APPROX. /N TALL 4 LF.27 D- ______--�� 123% __-___ fX/SANG liu exisnNc zYs 3034 PVC -- 3034 P � GROUND AT STORM SEVER /NSTALL 143 LF 4715 II I 27 0 D- CEN /NSTALL s3 LF ROAD UNf 4715 ��- ROAD �-) p INSTALL 704 LF. lU �_ �. -- �I 270 D-3034 PYC l� __ ____-_- _'� �O�- 2��3034 PYC -_____ a i INSTALL /NSTALL 12 L.F.27"0 D-3034 Pl/C - � + S_ I 4710 30 LF 15"0 --__,._,�wan:am M�.��� '��•2�% �- 4710 D-3034 PVC 5=0.40% - } Z S�'20--I- INSTALL 5=0.78% I 29 LF 1510 U TEMPORARY STORMWA 7ER 5=0.40%PVC M M 4705 '+Q M 2 STA. 15+65.90 RELEASE DITCH TO o 47p5 z > oo r g '� c"'n WATER MAIN DETENAON POND -m n O0 7 CROSSING STA. 15+95 JD.: - (SEE SHEET C-5) m ro y o U UALITY CONDUIT K W p Fm In CROSSING N 2 W p m 4700 4700 u v �3 V' �m0 c Z N3 N 0lxp LLI / Ali 'II 4695 a a a III a 4695 i Sheet No. 3 WINDWARD AVENUE (;-3 a 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 of 6 Copyright 0 2008 HKM Engineering, All Rights Reserved. J � N 0 N O j O a]n a a o • 'm N f N � V N Y O N Z L U • f/)e N O`A m Z C Z A 2 mNQ C �� ''p 3 � 0 3 €0 O !2F U m H m W \\ \n \I\ TEMPORARY STORMWATER CONVEYANCE / / I III/ 1 / J PHASE 5\ \ I\ \\ SWALE TO WINTER PARK STREET /' /' IY o a BLOCK 3 \ \\ �STORMWATER CONVEYANCE SYSTEM. C. I \ (BY OTHERS) // >j TEMPORARY RETENTION POND TO LOT 1 \\ I \ FINAL ALIGNMENT OF CONVEYANCE SYSTEM I 1 1 11111 / j BE FILLED AND REGRADED TO \\ \ \ ' \ THROUGH DEVELOPMENT TO BE DETERMINED ll1� III IjI I I I I f 1Y1\1/.Ft c/ti/�qW��i/1l///I/ III IIII I IIIII IIIiII 11I1I I 1I,I IIII I1 I 1II11 IIII1 I1II I III I I'I�II I II 1 I I III I II III II I I 1 IIy11I✓I'iIII 1III'1�I I�1I IIIII I�IiI III1I1 IIFII IhIIIIJ1`I1I III�1 t I I I1II I I Y I1 IIIIIII II I IIIIII I1I I 1 1I f—Ir'�0��a�`—w�aOI 0 - ILIIIIIIIIh tI II i 1I I 11II i—}�1_—I I—_I/_---/-------`E--X—�—---T—I—_—N--G —CONTOURS.'AREA TO DURING O R/SITE ITE—P—IAI'—LIAN—NA—/NG EI—N//'G—/PR—//OCE//S/S. BE RECLAIMED AND RESEDED (BY OTHERS) \ +IIIIiI�II ' ;cx33Zua•�; �P p.Zm3�u_ WPHASE 4III1I qit Z 2�Z TEMPORARY IJ Z JJ I \ ! X a.EASEMENT WF TORMWATER RETENTIONEXISTING 18"PVC QW REMOVED THE EOXISINGMANHOLE' WPOND TO BE T BE Ij(BY O Z Wm(BY OTHERS) JN Oi 5'SIDEWALK(TY.) 18" PVC LILL_ ----— / —------- ----- •L -------- ----------- 3+00 4+ .652+00 8" D.I. WATER7a.s MH 8" PVC EWER.-----� �Na35z'E BREEZE LANE BREEZE LANE \ Lu __ — ` P.)\ 2'CATCH CURB(Y.) PROPOSED GAS AND UTILITY R/W LINE ELECTRIC LINESCONDUITS (BY OTHERS/TYP.) I I I IIII PHAS UNE \ \fl PHASE 5 PHASE 4 BLOCK 4 LOT 1 \J k1 Q_ 5�. BREEZE LANE I — N— z i ,,Cc NOT IN CONTRACT LU W N�nN W O F PROVIDED FOR GRAPHICAL W Z r boo PURPOSES ONLY L caa ACTUAL ROAD ALIGNMENT FOR (, E c BREEZE LANE TO BE DETERMINED. Z o r N o X 3 W mYnoOaii 50 0 50 100 3 i scale feet Sheet No. 4 C-4 of 6 Copyright 0 2008 HKM Engineering, All Rights Reserved. ---BAXTER LANE--- - N o __--___--__-_-__-_--- l —__---__------_----- __----__M� 4 \\ STORM DRAINAGE ,_ __ ' __ __ - ---- N _ • y \\ EASEMENT �- - '-- Y --- --- --- \ i \ g. ---------- l STORMWATER DETENTION POND I con -4705—-'` \ i \ l (SEE SHEET C-6) • m, h owzA r 3 Qf w3 \ ¢ - --------- -------- / o zvz ------------------ \ PROPOSED SANITARY MAIN \ g I I FLOW-LINE / / \ I \\ ,r CONSTRUCTION NOTES: o (SEE SHEET SS-1) l w II I INV. EL.-4X3.30 / \ m / // \\ 1.SEE SHEET EC-1 FOR EROSION CONTROL DETAILS. \ \I IN \ \ \ \ — I ✓ i'' \ \ m LLJ NN NN \ � ` 1 1�� ✓' i \ \ III 0. --- / ' 1 \-/ FUTURE RIGHT OF WAY LINES(TYPICAL) TENO RY STO I I FUTURE TRADE W1ND LANE DRAIAGREEASEMRM \\ \\ ---- _ _ a. Q Z -1 SEWER AND WATER \ \ �\ T\ ' // / ��\ \ \ i o I _ PIPELINE EASEMENT \\ I 1 IFLOW-LIN/ INV. ELg 704.00t/ / \ \ o W Q (GRA BREAK) j l \`\ \\\\ I I = Z ♦� + o l \\\ \\ 2 INSTALL 580 LF. 1 ' / / \\ \\\ 3 J N Q -l- o l 3 \\ \\ p-g TEMPORARY l l �� I l i l / \ Y.__ > II 3 O H `I�.... s \\ \\ /REOLEA EATERDITCH 1 I / i l \\ I �'�� • d m � \\ \ H — — \ \\I----4---I - Z W L\ _j �J 1 u i / \ \\ I \ IN IN `\\ FUTURE FLURRY LANE i ------ is � 3 I I 2 INSTALL 485 LF. - \ D-3 TEMPORARY \\I \ STORMWATER I f A \\ RELEASE DITCH \ I / I 'FLOW-LINE IINV. EL.=4707.04 NINE \ l' INSTALL 250 LF. 2 TEMPORARY p-3 - a FLOW-LINE STORMWATER I \ RELEASE DITCH \ J \`\INV. EL.=4708.68 \ \ \ \\ \\\ \\I \\\\ 4 0014+25 \\ \\ \\ �''\\ . \ ✓' \�\\ \\\\ Ilj R m Nmro E -�f ---� `\ \\ \ / \ \\ FUTURE TSCHACHE LANE -_-- \\ \\ ✓ W o F ACHE LANE __ \ \ \ / / _ \ I w ro<o �_ _ _ \-_ _�_ L _ / _ /+IT \ _ - _ _ _ _ _ \\ r_ \ _T_ _ /r/ co uQ gyp" wit I yI\ I _\\ \\ \`' CUL-DE-SAC + \ \ \\ 4 / ,m E C.. W m c= ='m 6 \�\ \\ \\ EASEMENT /' f ` \ `\ z N.3 or m 3 �I R I \\ \ \ i I T l L'// I\\ \ \ lYlll scale feet Sheet No. 5 I I �\ I��o�l �oaas— I \ \ 1p1 C-5 T--- ---\��-----\- of 6 Copyright 0 2008 HKM Engineering, All Rights Reserved. J � N 0 N 0 I1 11 T / • o m N ' INSTALL 43 L.F. STORMWATER / u -- -- -- -_ -- -- -- -- -- -- -- BAXTER LANE—-- -- -- -- --—CONVEYANCE SWALE- /-I_ .. .. SECTION LINE z__ __ __ t _______________�� '-_---------------------CONSTRUCT RIP-RAP PAD --%� �'`=''==_�-_— ---^�___= c� o��'B ------- t'--- ------- --------- �-----------------------'- ----------------------- POND INLET 6'x4'x8"THICK -----___-------- -___________-------�________==� ---------- ------ - (6"MINUS GRAVEL) / \ INSTALL STORM \\ FUTURE BAXTER LANE // ~ i maarn M DRAINAGE - l / i I ti g1 L.F. DETENTION POND c rc oa BEGIN CONSTRUCTION _ i' \ °E0. _ _EASEMENT \ �_________— o _—__—___ _—_ _— _ _—_—_—�_---_ _—_ __—__ 38 __ _\—_____ _\� LT__ , a w� STA.0+62.24 ---- ---_ --- �--- RCDA PIPE w/FLARED--- \ I I i \ .� 1 I o ; €owo �/� -Y-- ------ ------ --- END SECTIONS I\ ELEV.=4704.50 4704 ` \ 11 I I / o z v z TOP OF DETENTION POND BANK /i ------------------------ ---�� / \ I I 1 i q • N:17261.84 // / 10.1 (TYP.) �� \ \g ` I O I /r ,I I END CONSTRUCTION E:12097.51 I!% 4702 11 �Xoo/"�- _\ 7+Oi-�" -���+00�_j- \ \x00 �`\�-_- o"�o� 1 iI EL.tflA4700 045 ~ \\ _--_--__ L. II 11 STORMWATER DETENTION _ `O — — \\ �. �\ ` DUVALL TO HARMON DITCH 01 00 Lu 1+00 2+00 / POND 3+00 4+00 1 5+00 ,-� -------- -� \\\\ N:17318.50 0 \ .� -�-� I --- ----�-- -+---- ----�- --�--- --- - �� \� \ i'\I 1 I `�h� /E:13056.97 o I I \ ------- / r------- ----- / \ --- , i INSTALL ' I • Q --- ---- ---- Q / i INSTALL 480 L.F. 7 f _ r o -------- _ --4-�— / STORMWATER p_g / \ I ✓! P LF.36 EQ. m - ---- 4705 \ \ CONVEYANCE SWALE / \ I �RCPA PIPE w/FLARED o I J --T-'�- —]� � /r-/',END SECTIONS � � lL I I / // \\ T �STA.4+43.63 \ /' ✓ j �� r 0 II 1 / STORM D AINAGE yl I INSTALL FLOW CONTROL FUTURE PARK AREA // I / ! /\ J w D-2 'FUTURE PEDESTRIAN PATH } FUTURE LOT LINES j CONSTRUCT 20 L.F.2'WIDE EA \\ AND OVERFLOW d (TYPICAL) I I /INLET SWALE.2:1 SLOPES. STRUCTURE.r- \ --------` I 1 J ARMOR ENTIRE LENGTH WITH CONSTRUCT STORMWATER _ —\ 12'DEEP,3"MINUS PIT RUN �'�/ DETENTION POND RIP-RAP.INSTALL PROPEX VOL.= 26,733 CIF®WSE \ -_---- \ //�- // i / / \ • Z L 1 I 4553 FILTER FABRIC UNDER -� \ �+ \ // �l i/� / I / \\ ca 0 0 Z VOL.=63,164 CIF TOTAL \ \ ALL RIP-RAP. a. W Q I I TEMPORARY STORMWATER DITCH \\ \ FUTURE RIGHT OF WAY Z (SEE SHEET C-5) \ \\ LINES(TYPICAL) /j/ I I / / xa Z W W FUTURE TRADE WIND LANE N II\ \ J ~Q / 0 ---------------------------- . d m • C gz � oo CONSTRUCTION NOTES: Z m 1.SEE SHEET EC-2 FOR EROSION CONTROL DETAILS. o 50 0 50 100 0 o scale feet d Z W PROFILE Scale 1"-50' Hartz. m Scale 1"=5' Vert __ � 0a` 4720 4720 2 U g U a cq h v x h h$ �$vQhrn o ro d 4715 'zNo ,�v¢n��o 4715 p Q' W cn W'b 2 4i O N O INSTALL 4710 36"0 EQ.RCPA STORM : 4710 PIPE 0 OJOX - - - - ?•_3 a ,;��_ PEDESTRIAN PATH APPROXIMATE EXIS77NG GRADE AT CENTERLINE OF CROSSING 4705 5.•1 SLOPE _ -- _ RE-ALIGNED DITCH TOP OF DITCH 51 SLOPE 4705 TOB EL.=470250 _ - - _ //nu m _----------- ---- - --- -- __ (TYP.) // /h lll" WTR.EL.-4701.30 ------------ � __1 - 1 10.•1 SIDE SLOPE POND B)M.EL.=470200 INSTALL 480 IF OF STORMWA7ER CONVEYANCE SWALE®0.25% I 4700 O TOPSOIL AND-7INSTALL 81 IF OF 1 I 4700 SEED DETENTION POND 3fi 0 ED.RCPA STORM �$W/R.EL.=4700.35 PIPE®0.309 Imo\ `EX. HARMON DITCH a 4695 �\� a $ $�ti� INSTALL AT IF OF STORMWATER 4695 CONVEYANCE DITCH 0 0.25% a 0 @ V1¢O µ y Q N ry O N 4 0 y¢O W2 y h2 ~ m2 ti �2 IL 4690 ?1fi ' '� "� 4690 > Cc W F_OF- O 20r N4685 4685 dF_N 0 CN.3 Ot mU)ma.LL 4880 4 a 4 4680 01 Sheet No. 6 p STORMWATER DETENTION POND & CONVEYANCE SWALE (;-g a 0+00 0+50 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 of 6 Copyright 0 2008 HKM Engineering, All Rights Reserved. J � 3 0 I III III I I I / / / / , /. I /, N D I i I f END CONSTRUCTIONi I\41 I I I I STA 10+60.31 I I I I ' I I I I° -__— [—__—__J INSTALL NEW 48"0 o m 1 I ,' I I r� INSTALL 540 LF 12'WIDE I / MANHOLE 5 rl�ll I I `----t------ S2 D-4 GRAVEL ALL-SEASON ROAD j / INSTALL 5 LF OF 8" N:16525.25 F ' o I III II I INSTALL 5 LF OF 8" � / / STA 7+80.09 11 D-3034 PVC SEWER MAIN E:11582.31 I II If I 1 ! D-3034 PVC SEWER MAIN I / INSTALL NEW 48"0� �' 0 0.40%SLOPE j I s II II I 0 0.40%SLOPE I MANHOLE 4 I 8 WM N \ # J INSTALL 8" CAP -'OPOSED 15" STORM / I II/I INSTALL 8" CAP I _L_�/ N:16805.25 / / v I E:11592.51 Z I ; STA 5+00.00 I , -- II i.INSTALL NEW 48"0f--- +00 I e+00 i +oo II MANHOLE #3 \ _ _ ,,,,.,;, 8+00 1 9+00 I�1 N:17085.25 \ I / --- - - 1 i+00 • f w�N I�11 I E:11597.91 \\ \ / 1 - I I --- - - m c� ow�^a I I I I I \ ,. _• SPRING VMW COURT l III II I ! 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Y SEWER SS-1 _ . 0+50 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 of 2 Copyright 0 2008 HKM Engineering, All Rights Reserved. J � N 0 N 0 op T m a a o -� m ` —N— N of 50 0 50 100 �e d U Z scale feet t U • f/)e N CD m Z CzA INSTALL 4"4 PVC SANITARY 50 0 50 100 SEWER SERVICE PER CITY OF PROPOSED GAS AND 3 €1 W z BOZEMAN STANDARD DRAWING ELECTRIC LINES scale feat o NO. 02730-2 (TYP.) (BY OTHERS/IITYP.) - I y 1 ------ I 'yl I / / INSTALL 48 LF OF 8" / D-3034 PVC SEWER MAIN-------� II �• I r r� r r r / 1� 1 11) W / / ®0.40%SLOPE I I I I\ /I I W BEGIN CONSTRUCTION i II O O O O O / Q 'N / iO INSTALL 8' CAP, i II 1 ��� / ^ o W STA 10+60.31 + / INV. EL.=4700.34 / I 1 / • NEW 48'0 MANHOLE #5 / aT / L�T/ 3 N 1 I I I N I / I /14 Q W (SEE SHEET SS INSTALL 256 LF OF 8" II III I 1 / o = J / o / D-3034 PVC SEWER MAIN W W --- — -- — 1 � d + 1 / 1+00 1 14+00 1s+006+00 / 17+00 1 0 1 18+50 ~ Z —SP NG VIEW LOUT —H 4 I ` f a Z 1 AUTUM GROVE STREETMI I III o Q - --__ - ----- ---- ------ -------------- o� III � � % � I � }I II . „+1 III I / / ` I INSTALL 4 0 LF OF 8" END CONSTRUCTION /I i a I in III / 'MANHOLE 13+17.62 7.75' RT Y I D-3034 P SEWER MAIN 0 Z jr INSTALL NEW 48"0 Y 1 ST1.17+18.38' / 2 1 W Q W A MANHOLE #6 �� YY 1t � )NSSTALL NE_W�8"0 � 1 � `� 11 L = Z W � N:16266.02 �� 1 MANHOLE #7 1 II �l a C� 111 I fL fJ I H / I E:11587.25 ��� 1 �� / N:16266.02 �i I .A II �� 3 J Q Q wi III O m O/ �� 1 \ i E:11991.25 ,i I 1� Li ,i 3 d ' PROPOSED GAS AND INSTALL 6"0 PVC SANITARY • m U } SEWER SERVICE PER CITY OF INSTALL 4"0 PVC SANITARY ELECTRIC LINES BOZEMAN STANDARD DRAWING Q SEWER SERVICE PER CITY OF (BY OTHERS/TYP.) 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Sheet No. 2 p PRING VIEW CO URT AUTUMN GROVE STREET :::::... ....::::: ::::::::: ::::::::: ::::::::: ::::::::: :::::::::: SS-2 - - - .......... - ..................................... - - 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 of 2 Copyright 0 2008 HKM Engineering, All Rights Reserved. J � N 0 N 0 op T a1 a a o • .9 PROPOSED GAS AND _ ELECTRIC LINES -N (BY OTHERS/TYP.) v �e d � z L U Z-- STA 17+63.27 11.0' LT o O�A INSTALL 8"W'W TEE WITH m z z�zX THRUST 50 0 50 100 INSTALL BLOCK HYDRANT 50 0 50 100 3 INSTALL DIA. COPPER o scale feet D-4 ASSEMBLY, CITY OF BOZEMAN 3 €0 W z WATER SERVICE PER CITY OF STANDARD DRAWING NO. scale feet o o mz� BOZEMAN2660-6 STD. DWG. N0. • - STA 10+49.50, 11.0' RT 02660-4 (TYP.) } INSTALL 8"X8" CROSS WITH 02660-6 (TYP.) THRUST BLOCK, CITY OF / -�I ��''TI t I I Y I/ BOZEMAN STANDARD / / I 'i'I I C I \\ I I �I I / STA 18+41.41 FF LT 'o iINSTALL 259 LF 8"0 D.I. ------=q Y INSTALL BLOWOFF DRAWING N0. 02660-1 (TYP). / % ~- / 'll I' I I I, I, pCITY OF BOZEMAN r W O STANDARD DRAWING r rCLASS 51 WATER MAIN WO O O NO. 02660-7 (TYP) o W STA 10+30.50 11.0' RT / aT / LOTS 1 II 3 'I I N ` I (ll I A I cn l- I Ot/ I 114 • Q INSTALL 8"0 GATE VALVE = WITH THRUST BLOCK / o / PROPOSED / 'I III,I,� ---' 1' 1 ' ' ' ��_/ I o I / END CONSTRUCTION o a I W T N / 0 CITY OF BOZEMAN STANDARD 1s'STORM I/ / STA 18+42.41 11.0' LT 0 ♦ 1 DRAWING N0. 02660-1 TYP / PROPOSED 8 SEWER I I __-___-_ _-___-__I4-__-__--_ __ - _-__ ___-_ I` 1--_______-___- - � ( ). ----- ---- --- --- ----i- -------- ---i-_-_--_-_- -_------------ -- - L "0 CAP N W" --- -- -- - ---- � --{ - INSTAL 8 I---- N:16277.01 + I I+oois+oo / Io E.12115 27 a 0 a SP NG IVIEW COUPT —F 4 I PROPOSED 8"SEWER Q Z BEGIN CONSTRUCTION I r- ----- -__ _ _ _ -_ --- —�\ ------ --\ ------ ---AUTUM-GROVE STREET---------_------------�y -- STA 18+31.57, 11.0' LT Z : Z STA 10+15.50, 11.0' RT r------------- 7 / Y ^ / II,�, INSTALL 8"0 GATE VALVE Q Q INSTALL 8'0 CAP WITH / / �\ \ v o / WITH THRUST BLOCK. O Q MEGA-LUG RESTRAINT (TYP), 1 /I ++W Z N:16570.25 '"' li / INSTALL 492 LF 8"0 D.I. + Z etf STA 13+01.83 16.31' RT 1 STA 17+67.41, 11.0' LTA / INSTALL 55 LF 8"0 D.I. 3 Q E:11572.07 I I'''' STA 10+90.60, 11.0' RT I / I CLASS 51 WATER MAIN 1 / 2 W Q h I'.'. / INSTALL 90'BEND \ INSTALL 8"0 GATE VALVE / W p! CLASS 51 WATER MAIN Z J INSTALL 8"0 GATE VALVE ' M/ //; \��� 1. \ WITH THRUST BLOCK / II' a Z W c d 11 I'i WITH THRUST BLOCK / / 4 INSTALL 2" DIA. COPPER / II STA 10+16.50 11.0' RT \ V Ili I I iy I (_J tr / I WATER SERVICE PER CITY OF \ /� q I'�il, � 3 J Q W INSTALL BLOWOFF CITY OF wi u611� O m O/ \�� \\�� D-4 WAILIXBOZEMAN STD. DWG. N0. \ STA 17+86.41, 11.0' LT / -Z I,,�, // 3 d BOZEMAN STANDARD INSTALL B"X8" CROSS WITH ey In U H DRAWING NO. 02660-7 3 INSTALL �'" DIA. COPPER 02660-6 (TYP.) THRUST BLOCK W Q (TYP). D-4 WATER SERVICE PER CITY OF PROPOSED GAS AND 4 13 3. Z W B STD. DWG. N0. ELECTRIC LINES(BY OTHERS/TYP.) I� INSTALL 34 LF 8"0 D.I. 02660-6 660-6 (TYP.) CLASS 51 WATER MAINc; CID o o ~ Z z W OFILE _. Scale 1 =50' Horiz. Scale 1'-10' Vert. o` Ad • 4725 y "���„ o N m co-3 c� c> 4725 �m K U 6Ad o� ,,��IIIITTTiiii 4720 ......-.: ......:-.: ......-.: :::.�h m o m ® mo a W APPROXI 7E m 2� v'2 v'2 m 2 W 2 N 4720 ;gyp?P3.a3wos`02v�= AD ;_� ¢ �"� _'„•sa@ R/ � q H=N cn2 Qcn 4715 `��-- _........... avRRoaua ��-_ - - 4715 sy*,..........E�50� --- STNG GROUAD z_ ""nT PRill" 10 6.5'k IN. V INSTALL 55 f. 8"®D.l. m 4710 NE I5-o STORM SE R co CLASS 51 W47ER MAIN 4710 MrW 0 '/STORM SEN£R o N STOR AIN F $^m INSTALL D I N W 8 0 SANITARY 259 TER MAIN 4705 :: .:: :: .:: CLASS 51 - INSTALL 492 L•jR MAIN 4705ILL, ICLA S 51 WATER"0AINYIAIN % mm 4700 I a" 4700 2 a0Uh� 6 20Q a 4690 d 4690 uF-N 0 CN0LR o o o :�l �� N mNmO_LL w m m o 0 ni <a 3 4685 ..... ..... ..... _.a a =+ d d d a Cr �-r �-r ra �,r -�ri �a �r 4685 Sheet No. 1 SPRING VIEW COURT AUTUMN GROVE STREET W-1 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 of 3 Copyright 0 2008 HKM Engineering Inc., All Rights Reserved. J � N 0 N 0 a T p m STA 3+42.25, 11.0' LT a INSTALL 8"X8" CROSS WITH y THRUST BLOCK CITY OF BOZEMAN STANDARD 01 DRAWING NO. 02660-1 (TYP) -N - STA 3+18.54 11.0' LT y INSTALL 8"X8"X6" TEE WITH _ u z �1 II11 1111 I THRUST BLOCK / INSTALL FIRE HYDRANT ASSEMBLY w INSTALL 56 LF 8"0 D.I. I I I III II '! \\\ \\ \ \\\ / ) I CITY OF BOZEMAN STANDARD - I I 1 IJ I `' \ \ \ • 11\ IIII ( ) CLASS 51 WATER MAIN I I I i i I III !!-- -- \\\ \\ \\ m 0 DRAWING N0. 02660-4 TYP. I II I " cs BEGIN CONSTRUCTION NS IIII m III I IIII \ \ \ F z z N STA 0+70.64, 11.0 LT TALL 272 LF 8"0 D.I. { / IIIII/�I �I� i� it \�� \\ \\ \\ 3 �� mWoa INSTALL 8"02" TAPPING TEE AND VALVE CLASS 51 WATER MAIN o \ STA 3+97.26 11.0' LT I I I III'Vq II TAP INTO EXISTING MAIN BY CITY OF ! p II INSTALL BLOWOFF CITY OF 1 I I I III IIII '� -------------a-----<----t---- --------�---- ��Wa BOZEMAN PERSONNEL AT CONTRACTORS O a BOZEMAN STANDARD I I jl �\ \ \ ��� • o Wz ` �• d W DRAWING N0. 02660-7 50 0 50 100 11 141 EXPENSE (SEE NOTE 1) \ / �If ill(IIIII - E:�629989 / IIII�IIIII _--- ----- ---- -- - - (TYP).\ scale feet I r1\11\I\'I IIII II \\ \\ \\ END CONSTRUCTION a STA 4+95.46, 11.0' LT v 1 I Iljl II \\ \\ \\ REMOVE 8"0 CAP cto / I I I 11111 ---__ \ \ \ CONNECT TO EXIST. 8" W.M. 00 ! �I 2+00 3+00 4 4+25 INSTALL WATER MAIN I I N:15796.29 H-- - I- -01 ✓/ I- - _ rleo•oo'oo"EI_ I._ _ / I I I I I II INSTALL 412 LF 8"0 D.I. \ \ \ v W p II -W 42s.00 CROSSING (SEE PROFILE) - / I I I I/ II CLASS 51 WATER MAIN \ \ \ o TSCHACHE LANE I /// I \ E 11654.20 • W - ---- ENDCONST6, 11.0N II i ,,! \\ \ \\ � = Wx STA 3+98.26, 11.0' LT I i INSTALL WATER MAIN 2 IIIII I 71===-- ---- ------ -- 0 I INSTALL 8"0 CAP W1TH I r� o a i, _ ---- _--- III It, �2 , .I MEGA-LUG RESTRAINT TYP V/ 1 I I // I I + 3+00 4+0@ 5 0 ' Y J CROSSING (SEE PROFILE) F I ( ) I� N:16536.25 _ _ _ ____ 1 Ill-- - --- ----- ---�-�---ice--- // —STA 3+28"0 11.0' LT \ ! PROPOSED E:11627.50 j IIIII WINTER PARK STR�,ET _ a } Q Q lL �y apj INSTALL 8"0 GATE VALVE 15'STORM III/ II WITH THRUST BLOCK ~ Q IIIII II •.I b STA 3+83.26 11' LT Z d 1 9111 11N 11111 w III I �::I y INSTALL 8 0 GATE VALVE I I� a I :I WITH THRUST BLOCK. / I i i iu��h I' II i i I .I II — / —t\----- • Z W _1_ ti BEGIN CONSTRUCTION W 11 1 I I \ \ I \ 3 Q Z Q III I PROPOSED GAS AND \ \ Q ' II h7 I II ELECTRIC LINES\ \ V U LOT�'�, � �__—__—_ � STA 0+81.44, 11.0 LT � II II 11 I Il �i it (BY OTHERS/TYP.) \\ \ \\ I \\ III111\;jII / II a I III INSTALL 8"x12" TAPPING TEE AND VALVE I 1 I I! \ \ \,I \\- Z I / CL , ''I `� i TAP INTO EXISTING MAIN BY CITY OF I IIIII( \ \ r uj Z a /It iIIIIIII II!N C , BOZEMAN PERSONNEL AT CONTRACTORS I 11111� !! \ \\ ,\\ 3 W Q •tf I HI111117 I, Z — EXPENSE (SEE NOTE 1) 11 1 ,� 'li 1 I \ \ = Z W W d / II�rfrllll11`I�11II W , 'y I r- N:15796.19 I I 1 \ \ a J / II^f�1 I,O �1.11CAS 0 I E:11240.69 � I I 1 '� 1 \ \\ 3 J N Q �u m J �N 0) W Q ELECTRIC LINES (BY OTHERS/TYP.) Z Q U Z W co H PROFILE Scale 1"=50' Horiz. a o Scale 1'=10' Vert. lil lil ^so_ 4730 ?o w 4725 Lwy� i," O u� ^�" yo ^�" h„o_ �Q2 �� ` �u2 4730 2 APPROX MATE.... w K W °+�� hbo ;1, +� +� y+wo FINISHED GRAEAT ¢ ¢ CENTERLINE ROAD `111177I7a3 ii 4720 i gyp`P?f., ^...3!Yi'% W y t�3 2 2 2 y 2 cy y 2 N 4725 APPROXIMATE A PROX/MATE �"y W FINISHED GRADE ATT\\_- -� STA.2+3.47 - - =~' o "`Z� fXISA G GROUND CENTERLINE ROAD j UTILITY ONDUIT CROSS( 4715 0 4720 n -- 0 IN TALL 40 L.F. APP OXTMA7E COIER I I �I I EXISTING GROUND 4"NSULATION B0.RD AT GENTERL/VE ROAD �— 0 4710 \ I 1 8. 'MIN. 4715 1 J 7B"M/N. o II INSTALL 4C L.F. CONNEC TO fXISI7NG L-.-8FO-D:1 --------- ---- 4"INSULA 'ON BOARD 12" WATER MAIN. CLA S 51 WA 7ER IN m C 7RACT0R TO CONNECT TO EXISTING RIFY DEPTH. 8"0 WATER MAIN CO EC TO EXIS NG 12"0 18'MIN. INSTALL 272 L.F. 8 0 At 2 [LLD, 4705 WA7E MAIN. CONTR CTOR TO c� CLASS 51 W TER MAIN oS"'y 4710 W ERI DEPTH. +INSTALL 56 .F. 80 D.l. ��CLASS 51 ATER MAIN STA. i+3.50y y g WATER M/N CROSSINGBELOW S C770N DITCHro 4700 j y y CITY OF OZEMN STAND RD 4705 > OcSTA. 1+70.40 (VER77CAL BENDS REQUI ED) rn N O0WA R MA/N CROS NG TA.3+53.07 o FSAN TARP SEWER aB£L W SECTION DI CH CROSSING r4690 CI OF BOZEMN ANDARD DRA 4700 u(W 7ICAL BENDS EQU/RED) FN03 or R OM1 M)mQ LL 4690 Sheet No. 2 TSCHACHE LANE WINTER PARK STREET W-2 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 of 3 Copyright @ 2008 HKM Engineering„ All Rights Reserved. J � N 0 N 0 op T m 0 a o N of 50 0 50 100 v d scale feet aai Z L U • f/)e N STA 13+37.01 13.02' LT r i f oo z a INSTALL 22.5'BEND c z� Wrco STA 16+98.49 11.0' LT INSTALL BLOW-OFF CITY OF o o €z $ 1 BEGIN CONSTRUCTION - STA 15+04.00, 11.0' LT _ w';�------='*� \\�1 BOZEMAN STANDARD • -STA 13+19.48 11.47' LT INSTALL 8"0 GATE VALVE I', "� ` DRAWING NO. 02660-7 r REMOVE 8" CAP AND WITH THRUST BLOCK 4 f,,'.�.�� I O a BLOWOFF ASSEMBLY ��� CITY OF BOZEMAN STANDARD >lgl I'�I \��� CONNECT TO EXISTING `DRAWING NO. 02660-3 (TYP) I'" \INSTALL 132 LF 8"0 D.I. ` 'o GATE VALVE \\ II CLASS 51 WATER MAIN `�\ END CONSTRUCTION c In I \ N:16028.93 INSTALL 230 LF 8"0 D.I. STA 16+99.49, 11.0' LT \ \E:12064.57 �� CLASS 51 WATER MAIN III �`� INSTALL 8"0 CAP WITH o N \ `I Exlsnrlc e"D.I. LI -- --_ - - ----- - MEGA-LUG RESTRAINT • \ �I WATER MAIN ` \ N:16410.61 = \`. 14+00 15+ 0 �� 00 17 00 ` E:12058.67 a WIND WARP\4VENUE PROPOSED 27"ST M J -- 0 \\ +00 a Q ILL --- ------ ---- -- - - --- ---------------- ------------------ ---------- - -- = - a. STA 15+65.90, 11.0' LT \ o Z a A INSTALL 8"X8" CROSS WITH \\ • � Z a THRUST BLOCK CITY OF BOZEMAN STANDARD\ STA 15+84.90. 11.0' LT o 00 Q Q EXISTING 8"SEWER \ \ DRAWING NO. 02660-1 (TYP) \ INSTALL 8"0 GATE VALVE \\ \ '\ \ WITH THRUST BLOCK I Z ZQ \ \ INSTALL 18 LF 8"0 D.I. 1 \ W Q Q\\ CLASS 51 WATER MAIN \ \ I Z Z W j a \PROPOSED GAS AND\ ` \\ 11 \\ I a Q N Z cc CTRIC LINES I / 1 / 3 J Q W \ (BA 0THERS/TYP.) Z o o o z W PROFILE ccI, Scale 1"=50' Horiz. Scale 1"=10' Vert. li ° J N I I I I I I I I I I I I i a 0 2 • 4730 N W 4730 ......... ........ ..... O h o 4725 _o i y i " ,� ' 4725 ':a o� roomy W � O a v R 4720 ::: .::: ::: : - APPROXIM TE - 2 - 3 - £l VISHED GRADE T a ss,v>c CENTERLINE R D APPROX. EA757/NC 27"i _- y -N EXIS77N _Z•,,, < N pyd:�� STORM TNET ------ _ GROUND A 4 4715 li - ---- _ CENTERLNf 4715 NEW 27 ----- STNEN N - C IER SEVER 4 S II - 'r B KM NE 27'O 70R SEWER 4710 SmRM 7WER 4710 M INSTALL 1 L.F. 8"0 D.I. j CLASS 51 A 7ER MAIN ` 4705 ., ,. GLASS 5 WA1ER MAIN a CLASS 51 WA R MA/N/ 4705 STA. 15+95 30 U77LITY CON9U1T CROSSING o ILL, 470G 4700 > m......... ........ ..... aa,(D00 L caa 4690 4690 dQf N0 C NN rnioOa N )oLm u2 u2 mNmO LL n r r ..... ..... ..... � Sheet No. 3 WINDWARD AVENUE W_3 a 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 of 3 Copyright 0 2008 HKM Engineering Inc., All Rights Reserved. N 0 N 0 j O a1 n a a o \ \ N of �J��— ��/ \\ \\ \\ \ \\ XISTIN& D \ \ • m. v_i En— \ \ \ �\\INSTALL VEHICLE 3 €oWa \ I TRACKING PAD \\ \ I \\ 1\ — —�� • o �0 I / FUTURE NQRTHBOUND DA\VIS LANE \ \ rSIC—sF—/-sue I \ \ INSTALL 250 LF SILT FENCE \ I / CONSTRUCTION I \ \ \ l \ \\ 225 LF \� 1 IIIIIII / / o W INSTALL 2FE LF INSTALL 200 LF S / / / I / / n I SILT FENCE � I SILT FENCE p_5 I / i / i � � I ��/ \ I AREA Z � \ \ I I • to CONCRETE WASHO T 2 \\ \ \ \ I I I II II o = \AREA \ D-5 \\ \ \\ \I I I iiI I N (L INSTALL INLET P AT GRADE I INSTALL 200 LF \ I I \ II SILT FENCE // III III = a SIRING VIEW OT W W V INSTALL INSTALL / / / I I In k '� Z N / / / / / \ i I I II II I a i INLET PROTECTION / INLET PROTECTION / ii // / m Z O Z AT GRADE,� AT GRADE / / / ii // / / \I I I IIG� a J co INSTALL GRAVEL BAGS AT / / ii / / / / I I 1 f� ^ o W (GUTTER TERMINATION // // Ili / / / /� IIInIII Z ( I I II / / / /' ti / / / / / / // / / I IIII till o \ II I // / // // // / // gIIIIII H INLETINSTALL PROTECTION / / i/ / / / / / / // / r IIIIIIII zo to AT GRADE // __-----I-'/ I (/ // INSTALL / I I I INLET PROTECTION \\ AT GRADE / INSTALL i I IIr / / 01 INLET PROTECTIONi�lil I AT GRADE I I III / (/ I \ / II I I TALL I IIIIr J// \ \ p'S INLET PROTNS ECTION /�/// /// / iiI // I \\ / /// II iiI i� i i�\ �► \\ \\ AT GRADE INSTALL TEMP.STONE 3 \ \\ I \\ I p�Plu8 33�%�� CHECK DAM(TW.) II \ \ \ \ \ � \ \ a> \ \ INSTALL \\ I \ \ \ INSTALL rS \\\ I \ GRAVEL BAGS AT \ I l I I I I \ \ INSTALL \,INLET PROTECTION \ �\ I GUTTER TERMINATION \ / I IIJ�I �iiniIIIIII� \ \ I I I I INLET PROTECTION AT GRADE\ I \ AT GRADE \ \\ \ I I I \\\ \ \ \ \ \\ \ INSTALL TEMP.STONE WIND WAND AVE \\ \ \ \ \\ CHECK DAMS \\ INSTALL TEMP.STONE ( Ill IIII CHECK DAM \\ \\ IIIIIII INSTALL \ INLET PROTECTION \ `AT GRADE INS \ \ \ \ \ \ \ \ \ \\ IIIIIII l \ VALL _ — INLET PROTECTION INSTALL \ � \ AT GRADE, \ \ \\ \ \ INLET PROTECTION \ % \ \ \ \ -a�m M o AT GRADE \ \ I I \ \ \ INSTALL VEHICLE 0?, \ \ I / \ \ \ \\ AREA OF DEVELOPMENT: 20.98 Ac. m^ 17 TRACKING PAD \ I \ \ I I \ I / I ( I \ \ \ AREA OF DISTURBANCE: 8.00 Ac. w_o w °boo GENERAL SLOPE OF LAND WILL BE g z z u g:! 1% FROM SOUTH TO NORTH N o mmm I, TO BE NATURALAND SWALE — DRAINAGE PATTERNS sD o sG 120 nDLY REVEG TATED II scale feet Sheet No. 1 WITH GRASS SEED MIX I ISIF SIF sr SILT FENCING EC of 2 Copyright 0 2008 HKM Engineering, All Rights Reserved. INSTALL I IIII I m \ INSTALL GRAVEL BAGS AT // I I`�III \.INLET PROTECTION \ I GUTTER TERMINATION o AT GRADE\\ \ \ \ \ \ \ / /) I I I ^ a ° \ \ \ \ \ \ INSTALL TEMP.STONE WIND WARD AVE \ CHECK DAMS \ \ \ \ \ \ INSTALL TEMP.STONE ( III IIII N d \\ \ \\ CHECK DAM \\ \\ III IIII I ° Z \ \\ INSTALL \\ \ \ \ \ \\ \ �\ \\\ \\ \ \ / \\ IIIIIII f o`oH \ INLET PROTECTION AT GRADE INSTALL \I \ 11 I IIII I c z mamma INLET PROTECTION \ AT GRADE \ \ \ \ \ ��\ \ \\ \ \ \ II I 0 Iowa N o �z�z un LLI d \\ \ DETENTION POND AND SWALE TO BE NATURALLY REVEGETATED WITH GRASS SEED MIX Z d 1 \ II �VI, / i /I II 1 ) /' i % II / I \IIII • � � � I o/ Z L N U z Q z W W 02 U zN z O z —j O INSTALL STRAW III WATTLES OVER F.E.S.'s I III I N / STAKE®4'O.C. (TYPICAL) `� —— III III I a cc/(AS SHOWN IN DET�IC 1, SHEET D-2) III till I I o Z lL V) 0 ° INSTALL STRAW III III I ? W WATTLES OVER F.E.S.'s, I STAKE 0 4'O.C. III IIII I ° ii '� // / /— /� / /� 1 ' // / 1 \ � IIIIIIII I I • INSTALL ROCK III III I -S OUTLET PROTECTION I II III I III III k INSTALL TEMP.STONE I I III I I Q Py a , qJ 3 wo•2_ D-5 CHECK DAM TYP. III I I _�, a s «'o` I \ � / III III I I %•..nnud` '�� / I IIII I so o so 120 scale feet A z>� AREA OF DEVELOPMENT: 20.98 Ac. —m �17 LU ��n� AREA OF DISTURBANCE: 8.00 Ac. w 6 2(o to Lu 00 INSTALL STRAW /I III I IIII GENERAL SLOPE OF LAND WILL BE z u @: a WATTLES OVER F.E.S.'s- / II I III y£y III +— 1% FROM SOUTH TO NORTH z N osMoon STAKE 0 4'O.C.(TYPICAL)` 1j 0 w c INSTALL ROCK \ \ \ IIII )I � DRAINAGE PATTERNS \ \ \ \\ \ \ \ \ I \ \\ \\\ D-5 OUTLET PROTECTION —S.- SF SILT FENCING Sheet No. 2 a of 2 Copyright 0 2008 HKM Engineering, All Rights Reserved. STA To �� STOP1 BAR RESET --- EXISTING DAVIT LANE •o• EXISTING 2' STRIPE WHI • • • 3 OM4-2 o m FUTURE DAMS LANE - NORTHBOUND RESET STA 1+98 �fQ t+ 18" x 18" -- ` EXISTING •o• o 3 OM4-2 INSTALL o • TO STA 3+86 a o I IFF I 18 x 18 , - STA 12+6 NEW R7- PARK I INSTALL • TO STA 10+28 INSTALL 8 x 24' TIME 2 NEW 1)3-1� N l l l NEW R7-1 N —mom=O 45' �� UT D S LANE ORTHBOU DAMS 9" HEIGHT STA 2+23 18" x 24" l t+ INSTALL 3W1 ", INSTALL ----45' __ _ _ ____ TA 1+93 s l l NEW R7-1 ANV DAMS INSTALL 2 NEW D3-1 INSTALL _ _ INS ALL ----_ C--- - I l 0 9" HEIGHT --- ,WV l < 2 NEW D3-1-------. • 18" x 24" 9N1iNVd z STA 12+87 z NEW R7-1 9N�NVd N Nf=� I 9" HEIGHT co 0 I 45' QN INSTALL OYz�� 18" x 24" + 4 m z �� INSTALL NEW R7-1 Z¢¢� 45' ON Io z•C woo l l l 2 NEW D3-1 18" x 24" STA 1+78 3 y + 9" HEIGHT 45' STA 3+02 —► yN� STOP INSTALL o 3owz l STA 2+06 too INSTALL 3NV n�'o O NEW R1-1 • o _ N STOP BAR b INSTALL YELLOW NEW R7-1 ANV im 30" x 30" m w 2' STRIPE WHITE STA 2+06 CURB PAINT 18" x 24" MAW C) m ht+ l ' STOP INSTALL STA 12+87 TO 45' ON o STA 2+36 I NEW R301' STA 13+38 STA In h7 y PARKQNG NSTALL02 Q INSTALL NO I INSTALL YELLOW INSTALL YELLOW CURB ++ W NEW R7-1 PARKING y PAINT (TYP. EACH D-1 o TIME NEW R7-1 • Q CURB PAINT -_ -INTERSECTION) _------ 18" x 24" _ 18" x 24" TIME I �p i STA 12+62 TO - ____ � � 45' �� j to STA 13+63 45' o a SPRING VIEW_ COURT > 1 l l i I 3Wl �� -- - - o of H a INSTAL ENV o' —� oo+Z1 00+ i o I " NEW R7-1 o i 45: x 24" �NpN d STA 11+11 ------- --- --- - J 000 NSTAL0 STA OL EXISTING+28 2 H W Q INSTALL Zyw o f 3 OM4-2 • 2 z � J I INSTALL NEW R7-1 �¢¢ 1 � 18" x 18" o U a l A l + • RESET 2 NEW D3-1"M31A 9NR1dS l 18" x 24" a L+ // 3 0 + o • • EXISTING SPRING VIEW c 4g' DEAD END BARRICADE p Z F z J • • • 3 OM4-2 9" HEIGHT c + CITY OF BOZEMAN STANDARD W Q Z ••• 18 x 18" STA 13+12 > STA 11+25 DRAWING NO. 09810-2 (TYP) = Z W I TO STA 17+53 INSTALL z z INSTALL �n�Z a Q N z V) 2 NEW D3-1 A z NEW R7-1 1m<z0 3 d 9" HEIGHT a 1 18" x 24" c • m a y 45 ••• STA 3+86 N N l c l • • • INSTALL EXISTING Z l l STA 10+95 l STA 13+63 • • 3 OM4-2 0 NO STOP BAR • INSTALL PARKING N 2' STRIPE WHITE 18 x 18" o 18W x4 R21 ANY to DEAD END BARRICADE 18" TIMESTA 17+62 CITY OF BOZEMAN STANDARD LLI 45* STOP BAR DRAWING NO. 09810-2 (TYP) 2' STRIPE WHITE STA 17+32 3 y 1 I INSTALL_ JNV INSTALL 118" xEW R24' 9N�Ndd N O STA 17+47 ¢ 2 NEW D3-1 45' ON LPARKING INSTALL 9" HEIGHT t7-1 +0 TIME 18W R x24" s INSTALL INSTALL 2 NEW D3-1 " UbtlMGNIM �� 45' M31A 9NIddS SPRING VEW g"NHEIGHT-1 9" HEIGHT WINDWARD� l STA 12+25 STA 15+04 y 1 STA 16+05 N� STA 10+95 l l l l z ILL INSTALL INSTALL INSTALL INSTALL o O Y rw INSTA NEW R7-1 NEW R7-1 �z� NEW R7-1 Q NEW R1-1 2 NEW D3-1 Z Q¢� a = 18" x 24" 30" x 30" 18" x 24" 18" x 24" 9" HEIGHT o 45' 45• ,�. � I 45• ti,•• U of� �`o: l RESET RESET RESET • ¢ l + o`••,� No-�,.�`, •o• EXISTING EXISTING DEAD l EXISTING • • mz�Z OYZ� STA 17+62 l to STA 16+25 • • • 3 OM4-2 W14-1 3 OM4-2 • • • tm<z0 Z¢¢�1 INSTALL o �m INSTALL EXISTING SIGN AND PAVEMENT MARKING NOTES: J. • 18" x 18" 30" x 30" END 18" x 1. 1 dOlS z • TO STA 18+30 • NEW R1-1 i 0 D W14-1 1. SIGNS, INSTALLATIONS, POSTS AND MOUNTING SHALL BE IN CONFORMANCE NTH I TO STA 12+76 TO STA 16+12 30" x 30' �/ 30" x 30" CITY OF BAND ANNO. STANDARD DRAWING MANUAL WINGNO. O ON UNIFORM TRAFFIC CONTROL DEVICES. 2. PAVEMENT MARKING SHALL BE INLAID 14+00 15+00 16+00 17+00 17+80 THERMOPLASTIC OR PRE-FORMED PLASTIC -4_ _—_i _ _-4_—_ _ tom_ _ _ _ _ _ _ _—_ _ TAPE, AND SHALL BE IN CONFORMANCE WITH I WINDWARD AVENUE o THE MANUAL ON UNIFORM TRAFFIC CONTROL a 13+60 - ------------------ ------ ---- -------- 3. CURB MARKINGS SHALL BE YELLOW PAINT, 1�+ 0-�- IN CONFORMANCE WITH SECTION 02581 OF THE MONTANA PUBLIC WORKS STANDARD U' v SPECIFICATIONS. Z m n 00 c T Nora WINDWARD AVENUE w 6 ~ STA 12+76 w ° e o o INSTALL EXISTING ••• �n z �n Z STA 18+30 ••• �n Z • STA 16+86 Z s m:17 • • o �z� �z� INSTALL EXISTING �z� • • - uQ - - 3 OM4-2 • • ,m<z0 m<z0 3 OM4-2 • • • lm<z0 • • • INSTALL EXISTING F d c c-� c-� • • c-1 • • 3 OM4-2 Z o=N 0 x 18" x 18" • 18" x 18" • • 18" x 18" N 7 O L STA 13+30 STA 15+04 STA 16+05 --Z w 0)m m a a 3 p REMOVE DEAD END BARRICADE INSTALL INSTALL DEAD END BARRICADE INSTALL m FT1 EXISTING CITY OF BOZEMAN STANDARD NEW R7-1 NEW R7-1 NEW R7-1 DEAD END BARRICADE % Z CITY OF BOZEMAN STANDARD D W14-1 CITY OF BOZEMAN STANDARD 50 0 50 100 Sheet No. 1 DRAWING NO. 09810-2 (TYP) 45* x 24" 45* x 24" DRAWING N0. 09810-2 TYP 45* x 24" ^ � 30" x 30" (TYP) DRAWING N0. 09810-2 (TYP) g 45' 45' 45' scale feet S-1 a of 1 Copyright 0 2008 HKM Engineering, All Rights Reserved. J � N 0 N 0 o T p m a EXISTING DA UlS LANE • N N .f N of t EEPE■tE■'-.E-■try-F�_..'EPEE■.�.�E. �■ E.E�y SECTION LINE °� d ■ FUTURE DAVIS LANE — NORTHBOUND .E.EE■.EEEE■ +�� .....++E..-�..■�� L Z • 0 - B B B C -- -- -- -- m0 � ' ° ] ! z B -T B €s Z I I I I I I I 1 3 I ~ I ■ I I c rn ■ IN � I I A I I I � 0 W I r` I nl • � I ■ � � � SPRING VIEW CT ■ $ t1 I I ' • B I A J z I•■ —� —. —. —. E-- Z J � �— I I I I -- • � Z Z a. � I i aI V H m PHASE 5 I I -- 102 BOUNDARY LINE I z N I I - Lu - I I I z • a � I N to y I o o B I I m $ Z I o o 6 to W I I I I I o I I I I __� • I I I I I I C AVE I Aj WINDWARD I L W'.3 WINDWARD AVE � LEGEND _� a M .J B A A GULLWING G13 WITH 25' ,,�,�/ill it \ SUPPORT STRUCTURE I i -*B GULLWING G18 WITH 38' SUPPORT STRUCTURE +C PARK /TRAIL BOLLARD \ \ EXISTING LIGHTING A \ \ a m \ m C o N CNT\ t3"6 M M Z >c wW- —mn o TN w N m W71 o~�^ W r e7oC � -__�__ Co — mZ ua.. N ,— C1 ° E° A \\ \ BO 0 80 160 Z o o 0 scale feet W rn m d LL 3 \ / i \ Sheet No. 1 a , of 1 Copyright 0 2008 HKM Engineering, All Rights Reserved. N 0 N o I III m 60.00' III ` m PUBLIC RIGHT-OF-WAY PROPOSED GAS AND a II ELECTRIC LINES a o j (BY OTHERS/TYP.) • �+ o II -NN of - 10.00' 10.00' I z I YELLOW CURB PAINT y 5.00' 6.50' 7.00' DRIVING DRIVING 7.00' 6.50' 5.00' I I I 0 I z° 1.00' SIDEWALK BLVD PARKING LANE LANE PARKING BLVD SIDEWALK 1.00' L I I NOTE: � I I CURB PAINTING SHALL BE 20' FROM • w`r L II I I 4719.34 CROSSWALK OR 30' FROM STOP SIGN ; .I -¢zTBC WHICHEVER IS FURTHER DISTANCE AND mSHALL EXTEND AROUND CORNER (TYP) 0z0.50' 0.50' 1 % i 5% \ • z \\ 1 N 1\ \ 4719.64 N \ \ TBC v 3% 3% 11 -o--GB------- 1 \ FUTURE WESTWIND WAY(BY OTHERS) c 73" a% ' \ \ 4719.95 ICE Lu 75TBCYP) t1COMPACT SUB-GRADE \ 3% i4720.10 0 CONTRACTOR TO CONDITION \ _�-' ,., 1 \ TBC LLI AS REQUIRED TO MEET PLANT MIX ASPHALT SURFACING \ �- \ \ tiCOMPACTION REQUIREMENTS 3" MIN. DEPTH I i \ YELLOW CURB PAINTCRUSHED GRAVEL BASE COURSE \ \ \ , Z ad " M-4000 CONCRETE 6" MIN DEPTH \ o (n WASHED GRAVEL SUB—BASE COURSE \\ 3% �- 1 \ • O 3" MINUS PIT RUN GRAVEL A O 9" MIN. DEPTH UQ U Q LU = w w fA a ZO s am O ------------ 4720.95 TBC z --� - --- a: (MATCH EXIST.) \i 4720.84 TBC IL 22 2859° \(MATCH EXIST.) Q Q o Z U 35' LOCAL STREET r21 NTERSECTION } TYPICAL SECTION DETAIL 0. H NOT TO SCALE SCALE: 1'-30' (ry w o W 1-- -- � a I I 4714.43 I 4714.27 I I I TBC 4714.44 r I I 477114.54 YELLOW CURB PAINT TBC TBC ——————————————————————L­r r 1 oz 0.5% -N- I I I L� I I I 30' MIN. 20 MIN.i l e r I 4714.12 I � � TBC FUTURE TSCHACHE LANE 4715.91 I CROSS SLOPE ' BY OTHERS z TRANSITION ' I TBC I 1 4714.12 ( ) �= YELLOW CURB PAINT 4716.07 s 4715.91 f 0'MIN. TSCHACHE LANE 20'MIN. I- A V r ' TBC TBC 71 1.57 1.5% TBC �_ _ __ _ J u�- �'EtL�NY et1RB-PAINT--------- - III I 4714.37 o 3%li 20'MIN I 4716.21 .� I PROPOSED GAS AND 4714 43 III q 1 TBC 75' s. II I I TBC FUTURE AUTUMN GROVE STREET C I ELECTRIC LINES TBC 1711' I �_ I AUTUMN GROVE STREET I iRANSInoN f1 I (BY OTHERS/TYP.) TBC 1 YELLOW CURB PAINT 3%1� 30'Mw "II TBC6.58 (BY OTHERS) ti I I LOT III (TYP.) j ^a C1 I I III I NOTE: 1.5% LS% I �$.. , I III CURB PAINTING SHALL BE 20' FROM ----------------------------------�4716.45 --- --- --� W,�y I ' III I CROSSWALK OR 30' FROM STOP SIGN z WHICHEVER IS FURTHER DISTANCE AND a YELLOW CURBAINT 4716 71 C I - "' TBC � I I SHALL EXTEND AROUND CORNER (TYP) IN Io � I j j1 M I v 4716.71 II I NOTE: ¢ I I II P TBC TBC CURB PAINTING SHALL BE 20' FROM ° I ' 11 rj o YELLOW CURB PAINT CROSSWALK OR 30' FROM STOP SIGN LIJ I III o 1 (0 - y o (TYP.) WHICHEVER IS FURTHER DISTANCE AND '� I LOT III U I -d o o I ` 1 I ¢ o SHALL EXTEND AROUND CORNER (TYP) ,'F' 1 1 V ?m n w 17 " II' a I 1 TN co Q �Q III w 0 1- O I N III ti I I I w O2oo Z L c a a 1 PROPOSED GAS AND I —"—"— 1`� I - u @ V ELECTRIC LINES 1 Z III 1 I r I r C'l a)L I I (BY OTHERS/TYP.) 1 1 Ld I III O ' O ' O LU N 0 s M 3 I � wmoon I II `O 3% 3% it l LOT 3 i1 I I N I W Sheet No. 1 14 r3 DETAIL r41 INTERSECTION TAIL D� 1 a SCALE: 1'=30' SCALE: 1'=30' of 5 Copyright 0 2008 HKM Engineering, All Rights Reserved. N 0 I I I I I I I I N o 1 1 1 1 1 1 1 1 36" EQ. RCPA FES o ——————————— ——— ——— I I——————————— I I o T I I I I I I 1 1fr/ � m 36" EQ. RCPA FES C. �I I STRAW WATTLES < o I I I I I I 1 I (AS CALLED OUT ON SHEET EC-2) EL.=4704.70 TOP OF BANK EL-4704.50 17 'm N I I 1 1 1 1 1 1 12" RIP-RAP MATERIAL(TYP.) i o I I I I 1 1 1 1 WTR. EL.=4703.30 TOW EL.=4703.50 --- T_0_B_(EL.-=4704.50) 77 I I I I I I 1 1 TO = 4.1 ———————— - ------t-I--------------—- -- ---t-I--------------—- -————— ---_ e. r _f `No EL-4702.00 1� / • w` INV. EL.=4702.00 z CD �rcza BTM. EL.=4702.00 — _ — z m,�av, 4704 \� 1`v l� `1 I I I \ EL.=47001.25 n n n r 3 0 €0z non 9 n- �� 18" O.C. m BOTH WAYS LLL-II-I --iii D� � � Lu Lu 8" a a�0 x s" g a N ' J 4703 \ �D�OaD Oa� Oa �aa�0aa�0aa�0 / Q4' 2 4s NOTE: NO REBAR SHALL BE PLACED WITHIN 7" OF a } W ho EITHER SIDE OF THE WEIR NOTCH IN ORDER TO ¢ - J FACILITATE SAWTE EXPANSION OF THE NOTCH VIA CUTTING o � � 3W o z m 4a Oa O O (_A_'� STORMWATER FLOW CONTROL/OVERFLOW STRUCTURE o W uj a SECTION 0 (NOT TO SCALE) a Z N O Z Z Qm aO 4702 4500 PSI CONCRETE a a W O — — — co cc o Z 13.5' 0 B � Z Til 5' 60.00' PUBLIC RIGHT-OF-WAY a 11.00' 11.00' 5.00, 5.50' 7.00' DRIVING DRIVING 7.00' 5.50' 5.00' 1.00' SIDEWALK BLVD PARKING LANE LANE PARKING BLVD SIDEWALK 1.00' �Z 9' ````P Iw 3��/�'c 14.5' `Qi r a wl'sJ_ 0.50' 0.50' r1'� STORMWATER FLOW CONTROL/OVERFLOW STRUCTURE PLAN VIEW (NOT TO SCALE) �� 3-- �Z 0.75' (TYP� EL-4704.70 COMPACT SUB-GRADE TOB EL.=4704.50 CONTRACTOR TO CONDITION AS REQUIRED TO MEET PLANT MIX ASPHALT SURFACING 13.5" COMPACTION REQUIREMENTS 3"MIN.DEPTH WTR. EL-4703.30 EL-4703.50 EL.=4703.50 WTR. EL.=4703.30 CRUSHED GRAVEL BASE COURSE 4"M-4000 CONCRETE 6"MIN DEPTH 3"WASHED GRAVEL SUB-BASE COURSE ¢ / / \ k72.00 3"MINUS PIT RUN GRAVEL9"MINDEPTHEL.=4702.00 — o� SUMP EL.=4701.25 10 Z>co CorM- n co Co w O~�� W=goo q T 1 �21 3T LOCAL STREET 0 E m� u@ TYPICAL SECTION H w>_ Z o N 0 x 3 L — — — — — - - — — — — — — — — - NOT TO SCALE W C-4 m d,M 3 3 Sheet No. 2 tSTORMWATER FLOW CONTROL/OVERFLOW STRUCTURE CONTROL/OVERFLOW STRUCTURE ^/ SECTION D—` o (NOT TO SCALE) of 5 Copyright 0 2008 HKM Engineering, All Rights Reserved. J � 3 0 N � O m 2 Q O • 'y N N � O � Z U • e N_ m Z p N z mQQ CO 0 o �oiz EXISTING GROUND 5 • ----------------=�1 + EXISTING GROUND w F •��e� 2' 4 4 m { 2 2 rn N W 2' N a J_ Q 0' a ` Q • C� r Q G pW O = ZN U a O a m co r11 STORMWATER CONVEYANCE SWALE (-21 TEMP. STORMWATER CONVEYANCE DITCH • a SECTION SECTION N U NOT TO SCALE NOT TO SCALE Q d Z } o � H zLLI H 0 a` NOTES: 1. EXTEND CONDUITS 2 FT BEYOND R.O.W. EASEMENT ON BOTH SIDES OF CROSSING. O N _ N FINAL ASPHALT!. ...:........:.:.:.:.. ,o;, 5 30"MIN. 6"0 SCHEDULE 40 PVC ! 40"MAX. CULVERT WITH END CAPS j (THIS SPACE LEFT INTENTIONALLY BLANK) d 12"4 SCHEDULE 40 PVC Z m M CULVERT WITH END CAPS 12"MIN. Lu ��N in 00 w_2 F- w 02 ZLcaa t7 QE6 ZNOmm �1 UTILITY CONDUT DETAIL w rn CO a a SECTION NOT TO SCALE Sheet o. D-3 of 5 Copyright 0 2008 HKM Engineering, All Rights Reserved. J � N 0 N O 5.4"(0.45') � T 24" 2 ]] 30' UTILITY EASEMENT 95" a 0 z• • .N 9' 12' 9' N 4.. TOPSOIL 3'R /#' N L(TYP) 4"R 4 " C o pe, O 12.. 6' ad. �.A m Z m��tVit Ir Zz a/ all all all a/ a/ a/ all a/ a/ a/ all all a/ a/ a/ all Q Q Q O Ow CRUSHED GRAVEL • O z BASE—3"MIN. U r (f rll(11(ff, (lll l;;�r if I lll��l��SUB-BASE COURSE %' f111 ( JI1jAS REQUIRED1 ( r ,' jllfl�rfl1(;1r111ffff -o Lu co o COMPACTED SUBGRADE • Q IL (j) CRUSHED GRAVEL BASE COURSE Q 6" MIN DEPTH 1. Subgrade or base course compaction shall conform to seotion 02230(M.P.W,specs..1996 edJ J 2. Contraction joints shall be placed al 10'intervals and shall have a minimum depth of 3/4"and minimum width of 1/8". Of 3. 1/2"expansion joint material shall be placed al all P.C.,P.T.s,curb returns and at not more than 300'intervals. The ¢ Q SUB-BASE COURSE exPen smn­"'Ishall e,tend h...gh the fml deem of the—b one gutter. 3" MINUS PIT RUN GRAVEL 4. H.am and gutter sh.11 be P.-d with..t o final form m:peon.,by the City Engmeer or hi:representon�e. 9" MIN. DEPTH s. c.nerete ehnu be clse M-a000. o c� Z 6. Crushed grovel base shall meet the requirements of Section 02235(MPW SPECS,1996 ed) For curb and • ! ` Q gutter replacement Projects,washed rock may be used for the gravel base. 2 r1__� GRAVEL ALL-SEASON ROAD U Q Z �2� CURB GUTTER o 0m O SECTION DETAIL NOT TO SCALE NOT TO SCALE a N ~ � Qm y • IL N CO U STEEL POST MARKER m d PAINTED BLUE PROPERTY � } 0.LINE OR ~ 5 1/2'BOULEVARD EASEMENT Z (TYP.) LINE -• L STREET SURFACE 4' 5'SIDEWALK GROUND SURFACE y 1, (TYP.) 1r � CURB BOX ALL FITTINGS SHALL BE MECHANICAL JOINT WITH 3/4" TIE RODS IN EVERY EXISTING SEWER PIPE 11.5'� PROVIDE 5' STATIONARY EXISTING MAI OTHER AVAILABLE BOLT HOL (TYP.) ROD IN ALL CURB BOXES ROMAC "DUCTILE LUGS" OR a APPROVED EQUAL MAY BE 6 1/2'MIN. 11pW/nuq� USED TO FACILITATE THE COVER z ROD INSTALLATION. y! `pt SEE DETAIL g ''��•Y �� a �N n¢� BELOW (TYPICAL EXCEPT IN SPECIAL CIRCUMSTANCES WHERE CITY HAS �O'•oN =hp` PWATERA APPROVED ALTERNATE LOCATION) ��.fY*`^•••"F�c.50` fit CURB STOP �_ i ��- •� _ 4 REBAR ANCHOR ROD \da ~'r• '" , BACKFILL WITH # a 'A, ' ° z BEDDING MATERIAL /,/ WITH BITUMINOUS COATING 1„ NO COUPLINGS OR OTHER JOINTS ALLOWED ON SERVICE PIPE FROM BASE MATERIAL) (TYP.) CORP. STOP TO CURB STOP FOR 3/4"AND 1"SERVICES. STRAIGHT '•e r'•:•'r"`�� •~YVy "•`^%}` F COPPER PIPE SHALL BE USED FOR 1 1/2"AND 2"SERVICES GENERAL NOTES: 1. WATER SERVICE LINES SHALL HAVE A MINIMUM 6 1/2 FOOT -��",•`''1: "�' ' .'•�'�`'a.'•-•7••`•' a COVER MEASURED FROM THE EXISTING GROUND SURFACE, CONCRETE THRUST BLOCK _Z DETAIL OF A SELECT MATERIAL BACKFILL AREA EXCEPT THAT COVER SHALL BE MEASURED FROM CENTER (SIZE DETERMINED BY ENGINEER) •"�"•'•'"""`"'•''• PROPERLY CORPORATION STOP (SEE SPECIFICATIONS) INSTALLED /' /.�" /." // //'%/ `/i LINE STREET GRADE WHEN SERVICE LINES ARE LAID TO A s C o CORPORATION / // / / //, STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER STOP. %/ // // / // // / / / SERVICE LINES SHALL HAVE A MAXIMUM 7 1/2 FOOT TAP MAIN AT / // /// / / ////// /// ///////////j////j/// COVER AT CURB STOP. / ... N SPRINGLINE. /// / // %/ // // / // // ///�SERVICEAPIPE 2. WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN < / / / // // // / ON THE DRAWINGS OR AS SPECIFIED. �""f"'r•C'�4; �•" "a MM Z >comr 2 /// 1//////////////�////�/////% / 3. BEDDING SHALL BE 1" DIA. MAXIMUM WITHIN 6" OF SERVICE ....E. e.•aa <.,a• ' raw Q. �N�10 10 O 4. INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL "MEGALUG" OR "UNI—FLANGE" W ��-�-- j / t 3 / TO STREET IN OFF-POSITION. - - LU O2mtD JOINT RESTRAINTS MAY BE a 00 4 SUBSTITUTED FOR TIE RODS ` ° a a MPW STANDARD DRAWING 02660 ER Z 6" MIN. THRUST BLOCKS RENC�BOTTOM NOTE: POLYETHYLENE ENCASEMENT ON ALL DUCTILE IRON PIPE Z N OM AND FITTINGS AS SPECIFIED. LU m m 0_LL i Sheet No. 4 �31 WATER SERVICE U E �1 WATER SERVICE LINE g DETAIL DETAIL D-4 `3 NOT TO SCALE NOT TO SCALE of 5 00 Copyright 0 2008 HKM Engineering, All Rights Reserved. J � 3 0 4"-7" STONE N 0 TOP OF BANK 12 THICK LAYER >. 3/4" TO 1 1/2" o m 12" MIN. AGGREGATE (WASHED) a • o / 18" of f N VARIES y (REFER TO PLANS) z BASIN GRATE 4' (MIN. WEIR) N h WRAP WITH o A FILTER CLOTH 6" MIN. �A •.n `na"r1AH�,a�b'%> .'^�,"���r�b� y�"'�A '�a�'�rV�, ' ;o z z 18" SILT FENCE r ENTRANCE P STABILIZED yEF-� CONSTRUCTION SPECIFICATIONS: o W GRAVEL BAGS AD S 1. SWALES AND DITCHES SHALL BE PREPARED IN ACCORDANCE WITH THE CONSTRUCTION • l� SPECIFICATIONS DESCRIBED IN THE STANDARDS AND SPECIFICATIONS FOR A TEMPORARY SWALE. NOTE: 2. THE CHECK BERM SHALL BE CONSTRUCTED OF 4"-7" STONE. THE STONE SHALL BE PLACED SO o d 1. GRAVEL BAGS WILL BE USED THAT IT COMPLETELY COVERS THE WIDTH OF THE CHANNEL AND IS KEYED INTO THE CHANNEL a PERPENDICULAR TO FLOW. BANKS. of } J MAXIMUM "PEA" SIZE OF 3. THE TOP OF THE CHECK BERM SHALL BE CONSTRUCTED SO THE CENTER IS APPROXIMATELY 6" a Q GRADED GRAVEL INSIDE BAG LOWER THAN THE OUTER EDGES, FORMING A WEIR THAT WATER CAN FLOW ACROSS. a FILTER CLOTH OPENINGS SHOULD 4. THE MAXIMUM HEIGHT OF THE CHECK BERM AT THE CENTER SHALL NOT EXCEED 2'. ALLOW FLOW THROUGH BAG 5. THE UPSTREAM SIDE OF THE CHECK BERM SHALL BE LINED WITH APPROXIMATELY 1' OF 0.75" TO o 0 1.5" AGGREGATE. m J 6. ROCK CHECK BERMS SHALL BE REMOVED ONCE SWALES HAVE REVEGITATED. • (_1� INLET PRO CONCRETE WASHOUT DETAIL TECTION AT GRADE r2� U Q C1 STONE CHECK BERM 0Lu Z DETAILDETAIL DETAIL WN O NOT TO SCALE NOT TO SCALE NOT TO SCALE a Z O U a 0° O ' a 0 WOVEN WIRE FENCE (14 GA. MIN., a CO 0 MAX 6" MESH SPACING) Ir W INSTALL STRAW WADDLES ON SLOPES OVER ALL Z F.E.S.'s. STAKE DOWN EVERY 4 FT ON CENTER o FLOW 10 MAX C. TO p 36" MIN. FENCE z H HRCPA POSTS. DRIVEN a- W MIN. 16" INTO ` STABILIZED AREA GROUND ° S a DOWNSTREAM • FL. I 15 EXISTING 0 2 W STABILIZED AREA ,pWunugii it VA FLOW TOE WALL 3' RCPA FES MIN. DEPTH � - VW mill FILTER CLOTH LINING SHALL BE EMBEDDED A �f 1' MIN. WIDTH PERSPECTIVE VIEW MIN. OF 4" AND SHALL EXTEND AT LEAST 6" 36" MIN. FENCE POST BEYOND THE EDGE OF RIP-RAP CONSTRUCTION SPECIFICATIONS: WOVEN WIRE FENCE (14 GA. MIN., � 1. THE SUBGRADE FOR THE FILTER, RIP-RAP OR GABION SHALL BE PREPARED TO THE REQUIRED LINES AND MAX 6" MESH SPACING) WITH GRADES. ANY FILL REQUIRED IN THE SUBGRADE SHALL BE COMPACTED TO A DENSITY OF APPROXIMATELY FILTER CLOTH COVER. z a THAT OF THE SURROUNDING UNDISTURBED MATERIAL. j 0 2. THE ROCK OR GRAVEL SHALL CONFORM TO THE SPECIFIED GRADING LIMITS WHEN INSTALLED RESPECTIVELY IN `� Q THE RIP-RAP OR FILTER. FLOW I UNDISTURBED 0 3. GEOTEXTILE CLASS C OR BETTER SHALL BE PROTECTED FROM PUNCHING, CUTTING OR TEARING. ANY DAMAGE GROUND o OTHER THAN AN OCCASIONAL SMALL HOLE SHALL BE REPARIED BY PLACING ANOTHER PIECE OF GEOTEXTILE [L.U FABRIC OVER THE DAMAGED PART OR BY COMPLETELY REPLACING THE GEOTEXTILE FABRIC. ALL OVERLAPS EMBED FILTER FABRIC / /\�j "0 M M MIN 8" INTO GROUND z co co N WHETHER FOR REPAIRS OR FOR JOINING TWO PIECES OF GEOTEXTILE FABRIC SHALL BE A MINIMUM OF ONE m m m m FOOT. rn�m m i O H in 4. STONE FOR THE RIP-RAP OR GABION OUTLETS MAY BE PLACED BY EQUIPMENT. THEY SHALL BE O 2 iF CONSTRUCTED TO THE FULL COURSE THICKNESS IN ONE OPERATION AND IN SUCH A MANNER AS TO AVOID r a a DISPLACEMENT OF UNDERLYING MATERIALS. THE STONE RIP-RAP OR GABION OUTLETS SHALL BE DELIVERED u m AND PLACED IN A MANNER THAT WILL ENSURE THAT IT IS REASONABLY HOMOGENOUS WITH THE SMALLER w E c STONES AND SPALLS FILLING THE VOIDS BETWEEN THE LARGER STONES. RIP-RAP SHALL BE PLACED IN A o N O K 3 MANNER TO PREVENT DAMAGE TO THE FILTER BLANKET OR GEOTEXTILE FABRIC. HAND PLACEMENT WILL BE SECTION rn m0 a LL REQUIRED TO THE EXTENT NECESSARY TO PREVENT DAMAGE TO THE PERMANENT WORKS. 3 i Sheet No. 5 r41 ROCK OUTLET PROTECTION r5� SILT FENCE D�5 g DETAIL DETAIL `3 NOT TO SCALE NOT TO SCALE of 5 Copyright 0 2008 HKM Engineering, All Rights Reserved.