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Bozeman Intermodal Facility
m �o m�-'; W-> Coo �i L8 + L CONSTRUCTION DRAWINGS =- a FOR SQ rn�rn s Ji THE BOZEMAN INTERMODAL FACILITY BOZEMAN, MONTANA FTrPROJECT LOCATION MARCH 2007 s s o rn .- m o i i a a MENDENHALL ST. K N N U I g TT— REwL•9Nif RETAn SUER' REtA1L AMTE '® I W STAF S-2, R-5 R-6 -4 3 wV�o 2 RETAIL 901 $ v� R LLI E l /TN GARAGE GROUND LEVELcn r W CFD VICINITY MAP ° ""Q S"° NOT TO SCALE / R I lj GRAPHIC SCALE Qg SHEL7 III DRAWING a TITLE RETAILR_901F - rr� 1N 7EE7'T t�� O I & L E6 GENERA I MJwNo xwP j �', t inch - 30 EE 1 G-1 COVER SHEET �� 11%17 - 1 inch = 60 ft. SITE/CIVIL SHEETS _ & 7 SP SITE PLAN 3 GP GRADING PLAN - I T i�o, I Q 4 UP UTILITY PLAN - 5-- - LIP - -LANDSCAPE PLAN _ r. DETAILS —�- s m__ - —ei r.x• a�. ; 6 D-1 TREE PLANTING AND STORM WATER TREATMENT y - - w SS DETAILS •.�. w_ o a �S ce 1 B� U- -WATER RIME AN FIRE SERVICE LINEDETAILS --��7 E 3E E D CE l I-- B D-3 ALLEY, CURB k GUTTER, DRIVEWAY, AND CREASE - - - INTERCEPTOR DETAILS z Q TRAFFIC CONTRQL - 9 TGP-1 TRAFFIC CONTROL_ PLAN Z 10 -TCP 7 --TRAFFIC CONTROL PLAN �, O H _J U J Q F- L.� F J � Q m ul Oz x Q' Ll W Z F O N U Z a Q z w fV O m Z a W N O m PROJECT NO. 3465.006 SHEET NUMBER i DRAWING NUMBER CS PROJECT SITE IU"UIJL�LJULJ"U FIRE SERVICE LINE o ❑❑❑❑o ❑❑oo _ n RECORD DRAWING 1°°° El . NOTE: SEE TRAFFIC CONTROL SHEETS FOR ❑❑❑❑O �C-lOL7O ❑� STRIPING AND SIGN (OCATIONS �E10❑=Ors �»33'r TREET VISION TRIANGLE ❑❑❑�`�� w REET VISION TRIANGLE 0�❑❑❑❑❑��❑EI❑❑❑❑❑ �� -26 PU - MENDENHALL ST B LLJJ ❑ ❑ �,- ,,c rxw--c,w 4rnv... 4 ,c. n Ct - - r. ❑❑❑❑❑❑l 1❑❑❑❑❑❑❑a O0 0 0 0 El E1000EIDE] EHHE > , I- A ❑❑❑❑ ❑❑❑❑❑1- Q p[IAR SUit[r REINL SU171 RE GALL 51111E ❑ h Z W Z J Z [}- 4y w1 __ •R[T• slit[ xllMlrl p_5 TR� R-] a ❑❑❑❑❑�❑❑❑❑ O Q d d O 50 •~ -- �-' INSTALL WATER ERIIICE ; ❑❑— ,_,�❑ � 0 '� F CUR8 STOP AS NLEDA 15 \L � 8 or N 1 u ON S b-2 + I ❑❑0❑❑ a m RE TAIL sIr1E -iFT ----- — I a o a R�a / s I `iv�v-L -- INSTALL 6"X8" TEE WITH 6" GATE VICINITY MAP NEW 6" FIRE LINE s rN n a GARAGE WOU14D LEVEL & 2" WATT R LINE �� VALVE FOR FIRE SERVICE LINE & (� Lti-_o1J INSTALL AS PE•R CO MODIFICATIONS TO MPWSS. & 2" WATER SERVICE PER SHEETS NO SCALE. GIQ v. a RFtp SUITE / 2' MIN HORZ. SEPARATION a I SP & D-2. MAINTAIN 2' MIN. FIRE LINE AND WATER SERVICE NOTES w SEE StfEFT D-7uNa (A.B.) , ORIZ. SEPARATION. MAINTAIN 18" t Au construction work on this U pmject shall be completed in N,° & MIN. VERTICAL SEPARATION accordance with Montano Public Works Standard SDecifications, Fifth Edition, March 0 with M r h 04 �- - - BETWEEN WATER AND STORM c.o.e. r' f a MPW indu in Addendum & REruL snrE / • I SEWER MAIN. CONTRACTOR TO Adde dum o it of Bozeman ire erv+ce ine $ FOR -- R-1 g Standor on ese Contract Documents. rl 1 FIELD VERIFY WATER MAIN Z E E FREES I % 2. The Contractor shall restore all roadway surfaces to equal, DEPTH. �J or better condition than existed prior to excavation and WlE) I 01ie� ' determined by Owner and the Engineer. 3. The location, depth and size of existing utilities shown on w( Fq 3 these plans is approximate. The Contractor shall verify the 321. I ^' existence, location, depth and size of the utilities prior to Q Q 4 a construction. The Contractor shall be solely responsible for ►fit any damage to the existing facilities due to failure to locale —� r GRAPHIC SCALE them or properly protect them when their location Is known A ' <• rr J�:a -- Fy'EG s G, uwl ®_so 9 15 30 4. A list of representatives to contact for information 8 ® ore r•w�Tf'os , �}'��"""" YIT p1 SS �4"� w—oy regarding facilities is as follows: -� ,I r— - - ( IN eet'T) Montano One Call System Dispatcher 1-800-424-5555 Lzr-- _ _ II ct' \ Y I _ I Iech = :30 fl lIX17 - 1 inch = 60 It. Northwestern Energy Chuck testa 582-4612 Bresnan Comm. Scott Smith 1-800-316-964e UW STREET VISION TR OWEST Dove Smith 585-2350 (including Fiber Optics) All asphalt, r n sidewalks I r 3 5. as a l concrete curbs and s tlewa s steal be saw cut o \-STREET VISION TRIANGLE P • LEGEND: neat cut by method approved by the Engineer. Contractor shall GAS EXISTING GAS L.INL PP-SCALE obtoln a Street Cut Permit from the City of Bozeman. m E IRE SERVICE LINE Hoarz:1-zo-zo 6. All bockflll within Mendenhall Street shall be nonshrink backfill. ; o w d EXW EXISTING WATER MAIN MECHANICAL ROOM vERT: t"-2' All other backfill for this project shall be Type A Trench Backf ll, n i a a ma t1,17-Naq¢.1 4o except that the upper 2' in landscaped areas shall be Type B EXISTING WATER SER. srx[ OUTSIDE WALL ttx17-vEFrt. 1' x Trench Backfill, EXSS EXISTING SEWER MAIN PARKING GARAGE IFa7 _ Imo. s' 7. Maintain 11' horizontal and 18" vertical separation between EXISTING water mains and all sanitary sewer mains. Full lengths of pipe -- EXISTING SEWER SER. EXISTING FLOOR sho11 be centered at all crossings in compliance with OEO-2 38,32 Q OHP OVER HEAD POWER SURFACE T.O.P. EL. - 4789 and DEO-1 8.6.3. — EI=4783.08 UE/TEL UNDERGROUND UTILITY & APP. LOCATION & All valves shall be installed with restraints and valve boxes } o TELEPHONE -r� W TER ERVICE INSTALL 22 LF in accordance with C.O.B. modifications and C.O.B detail H � GV f OF STORM4785 STA 0+06.3,0+09.I z718-t. pQ EXISTING GAS VALVE (A B) OF 6" DIP FIRE J SEWER 2_22.5°HORI%. 9. Mego-lug or approved equal restraints shall be used on oil bends. U t EXISTING STREET LIGHT INSTALL. CURB B❑ MAINTAIN 18" BENDS(A.B.) LINE & 22 LF fittings and 'pints. Q C VERTICAL STA 0+15.4 OF 2" COPPER EXISTING POWER POLE I` EHI CURB m 6"SOLID WATER SERVICE( .8.1 1D. 6" fire service line shall be installed in accordance with C08-'s EXISTING STORM INLET (A.B.) f SEPARATION SLEEVE(A.B.) Fire Service Line Standard. These plans are for construction Q BETWEEN WATER ( INSTALL OS&Y of the 2" domestic maker service and a 6" fire service from EXS^r EXISTING STORM DRAIN & STORM VALVE T.O.P.f 1.�781,55 the existing C.O.B.(BJThain to the OS&Y va ire in the build(ng. 0 v (A.B.) See Architectural/ edhonical plans for fire service line beyond O Z �S EXISTING SEWER MANHOLE - - SEWER MAINthis point a n wv PW ° c (A.B) EXTEND FIRE 11. The fire service line shall be installed, chlorinated and tested to a W d w minimum of 200 psi by a single Contractor. Morrison-Moierle, Inc. STA 0+00- shall provide construction observation and prepare the record Z I%d EXISTING WATER VALVE M M LINE & WATER I- w EXISTING FIRE HYDRANT 2 0" WV 6"x8"TEE&G.V. 4780 24" ERVICE TWO drawings. 0 — N T.O.P.EL=4781.68 �_ FEET BEYOND 12. t If Buz o t o ate of Ives ® PROPOSED STREET LIGHT WALL (A.B.) z e .main. Q z PROPOSED WATER SER. 14 f PROPOSED FIRE LINE d 13. The Contractor will install 2" domestic water service. Li —SS PROPOSED SEWER SER. FINISHED FLOOR 14. Datum used is the City of Bozeman datum. TJ L `r MECHANICAL 15. A preconstruction conference shall be required prior to the start O / N m _ m of construction. No changes may be made to these plans m z 1 ROOM without the approval of the City of Bozeman Water/Sewer Q ® PROPOSED NEW TRILL ( ) ( 1J 6 ST❑ M SERVIOE O J ; J _ Superintendent- > + ¢ + a EL. 4779.00 _ n (A•L1.) �j O 9 O ---111 U (A.B.) 16. Morrison-Moierle• Inc., will provide construction inspection for f.G I Ol AREA — 1,11 AC. 6' F I r�' S t�V I C Q— nstallation of the fire service line and the water service Ilnc O p I- l and certification. m (48.372 S Ft (A B) Z In cn q ) � Q Z Z 17. All estimated quantities are approximate and are to be used BUILDING STRUCTURE_ AREA— tp t` only (a) as a basis for estimating the probable cost of the work PROJECT No 0,90 AC. (43,115 SgFt) s r n r (� h r� and (b) for the purpose of comparing the bids submitted for the 3sst.0at.ot o.d3tU BUILDING STRUCTURE AREA IS 00 00 00 00 00 00 work. The actual amounts of work done and materials furnished SHEET NUMBER _ 1� I� f� l� rh r— under unit price items may differ from the estimated quantities. 1 89% Of LOT AREA d d d 18. Griffin Pipe's Field LW 350 Caskets or approved equal shall be p PP N DRAW NG NUMBE" OPEN SPACE - 0.12 AC used on all pipe connections 5' from garage and under garage. (5,257 SgFt) SP 0+00 0+20 0+40 GRAPHIC SCAM' I W wio SEE SHEET E-2 FOR mo 70rr�_ _� u 444 ' STREET LIGHT LOCATIONS �1 y Qmz; wy IN VlYt I _ p V .�0 1 mnn zo �ww`=_ 11XI7 - I inch 40 ft. 8. • +^ ' t ,eu�& s< li; _ - MENDENHALL STREET ` Wv ' cr" 0 1�so" ; COORDINATE TABLE ® 1 �T «` w -EXW W E%w+ EXW W �• 3• --- •. �ry � � ♦ _�•,33%y^/�y,,, # NORTHING EASTING ELEV. DESC, . 4 Ex Ss EX SS Ex Ss? 3' 3• $ tii. z y'' SS -� EX SS EX SS _.E% - t'FR -a: 4r�.to zg- `'9C` '' _rBC 1 25648.33 76658.63 4789.75 #1 TBC-PC - u r a' ` sx„ 2s _ 7 -� +rB c 2 25656.31 76660.02 4789.63 #2 TBC-BEGIN LAYDOWN 3 25663.51 76663.35 4789.22 #3 TBC-LAYDOWN E .........So�- 4 25669.24 76667.99 4789.40 #4 TBC-END LAYDOWN �• ° - - °- - „�"" 5 25677.76 76686.07 4789.25 #5 TBC-PC r Ri . ` P ___ R12' ,Pc y j 6 25680.59 76714.47 4789.02 #6-TBC-PC _ -- P� Aa h 15 x \ ro oTZ 7 25674.66 76729.08 4788.41 #7 TBC-PC • ec p10 u� oNP - - - Eta o o N 8 25677.82 76759.03 4788.22 #8 TBC-PC 9 25686.43 76775.19 4788.43 #9 TBC-PC - - +ib?a w m W - "g •$g q Ic �� Exn� i ° r S 10 25681.03 768 t 2.33 4787.94 #10 TBC-PC i " _ Ad 10. 4 p a • 4 11 25680.91 76823.74 4787.85 #11 TBC • ;b - / D +rae.�ccw_ w a a 12 25680.73 7:839.71 4787.72 #12 TBC U 4t __ __ _ _ °t G T OVERLAY a a a o 13 25680.55 7855.87 4787.56 #13 TBC S Q - - Mlu TO PROVIDE a F . W / MIN. 2 SEE SH'CET D-39.71 931.86 4786.83 #15 TBC nW Wa• ,wZ Zn o REN 6 25679.40 76959.56 4786.45 #16 TBC-PC CURB & GUFrER 14 256802 76886.18 4787.31 #14 TBC THICKNESS 15 2567 1 UJI 1 2 EoOE 47 7 OFTAN z 18 25669.85 76999.06 4786.45 #18 TBC-PC +r r r N n 19 25659.83 77001.06 4786.27 #19 END ASPHALT OVERLAY 20 25659.81 76999.00 4786.64 s0�#20 TBC 3 4790.9 GAR GE ENTRAN E & EXI 21 25596.04 71000.54 4787.37 #21 MATCH EX. ASPHALT 6 w -PATT RNED COL N Imo _ - 22 25596.05 76998.54 4787.55 #22 TBC i - EOF e* W &a 23 25696.13 76826.96 4788.23 #23 TBC-PC r { 24 25692.71 76826.64 4788.11 #24 TBC-PC a .' c4 25 25697.64 76843.73 4788.10 #25 TBC ' I •/ I I I I I o` 478 Wr N 26 25690.71 76837.51 478B.02 #26 TBC-PC EX)E F sDEw L _ +ee z & 3r Nc � 27 25697.30 768/6.26 4787.80 #27 TBC - - - - - ` Z g 28 25696.82 76921.17 4787.39 #28 TBC 29 25689.80 76923.59 4787-14 #29 TBC EDGE w 0p I / > s 'ree O rw-7w 30 25689.51 76951.10 4786.86 #30 TBC-PC ;T91! I 31 25696.28 76972.21 4786.92 #31 TBC-PC x 32 25692.32 76972.60 4786.80 32 TBC-PC w g # OF SDEWux a I I I I I 33 25691.61 76969.15 4786.74 #33 TBC 4r90.60 4 .7e iF �` I w m' w 34 25683.36 76721.73 0788.61 #34 EDGE OF GUTTER PAR"INC DAMP f • qt� I / 96 35 25680.39 76722.06 4788.55 #35 BOT. CURB I I°�ci DDwN s 6>< $ d tdpf � 36 25687.98 76763.97 4788.10 #36 EDGE OF GUTTER t 37 25684.99 76784.31 4788.04 #37 BOT_ CURB _ 0 1 ' o I o 14 1e LEGEND: ors r o ASPwar ( �`• - K CURB E 10W' .7y0 J O p ol ONP OHP aaIIP(- OMP ..ON P- °SOPy F S 9 o+u=, o r,SpW+` o - m m t'J 4T69. rc GE 0 � E e � rn � rn m °r' 7oP aF rn m w • iDP of cuRe � � EO 9�g6 x _ UE/TEL y" yir - UC L r E/ - - ) r r 41 £ S I e < a rQ 4 e9.15 - SPOT ELEVATIONS GRID LINE ELEVATION (ttP.) DENOTES .P- ,l crs i s - cAs- so + :a s �, c 5 •�EX So _ a SO �n- EX _ Ex so Y z £% - _ __ 9 a S _ 4- '- EDGE OF P1LEl' -� -CAS CAS lGAS o csi O�i r� (TYP,) FINISH GRADE ASPHALT AT THE AT THE cvae • i - - -� 4 - _ �- - --- EDGE OF THE ALLEY IN LINE WITH THE GRID erg"°:T ae + c 4�,4*;a, Q� QHY. ° S•L •, Pao "�q�_e It �P r 4" I �Y e •y J' e� � 1 Q tOP 9KK 4 ).9 BFq Or. / �Q, .5� c1Y gp �1 Z O Z O CCONSTR„c„IOo1N4'e, $ o. c F Q N U J g N � z • 44 a zl e n d n o • a Q m a+ -_ - 0 z : H MENDENHALL C_TTRITT wv W -i 1 BECIN BARRIER CURB AT P.C. , 3 SU _- - EX W W EXW Z -_- X W 0 - - - t as D J) J Z _ EX W EXW -- SECTION A-A �f g0 a Z_ I EX SS EX SS 1 ' EX SS SEE SHEET D_ ' X SS 'O 41 1 - N z A EX SS END BARRIER C RB AT P.C. O o to f:RAPHI0 Sl'AI F: u - R 3O ® m Z A a I IN veer 1 -- ? 7 7 1 l ADA RAMP 11 X17 - I In 20 It. 9 A O to m SD PROJECT N0. X 3465.OD6 Flu I f= SHEET NUMBERP F2'LITE LITE ) 3 DRAWNC NUM13ER0 GP ADA CONNECT NEW 4" EXISTING FIRE mg=� INSTALL NEW STORM INLET SERVICE TO 50. INV. HYDRANT W/12 LF OF 15" RCP <m� OF EX. SEWER MH % SLOPE = 1.4% RIM = 4788.78 w TBC EL = 4786.74 aa2Z Zo NOTE: SEE TRAFFIC CONTROL SHEETS FOR INV 5. = 4782.98 INV OUT = 4782.00o < STRIPING AND SIGN LOCATIONS INV N. = 4782.88 m REPLACE EXISTING STORM INLET CONTRACTOR MAY REMOVE TO MATCH NEW CURB LINE MANHOLE AND CONNECT TBC EL = 4786.32 _=i a�3tii''•, TO DOWNSTREAM PIPE INV OUT = 4781.83 Q Q=a o w INV IN = 4781.83 WWI EXIS ING FIRE - CONNECT EXISTING SEWERo � HYp ANT SERVICE TO NEW 4" SERVICE a, EX STING SEWER MH STUBBED 5' FROM BLDG " RIM 4788.60 PROPOSED STREET FOUNDATION. CONTRACTOR & m X. SEWER LIGHT CITY PERSONNEL TO VERIFY CITY WATER RENOVATIONS No 0 0 SEE SHEET D-1 EXISTING SERVICE CONDITION PROJECT) NEW ASPHALT PRIOR TO CONNECTION, y Q 1 NEW CONCRETE EXIAINC`WAT€fit. 0 Z Z g EXISTING SERVICE a a k, 1 F - AND CORP w 3 ui a N - -- . b.. 1-X. STREET ___ _ Ezw w Exw V%QYfB _TG MAjMjA_N 10' MI6 w x - - EX SS Exss WATERS �- `Exw�Oxw— SECTION A-A �t CLEARANCE BETWEEN TREE Q o z w EX SS Exss Ex� SHEET D-3 o AND WATER SERVICE. WV Ex W— _ _ A X ss o y,.�, Oyu Ex ss EX A ASPHALT OVERLAY waW $n wF z _ m Yr ° / o BANDON EXISTING NSTALL WATER ERVICE o x INST L 6"X8" TEE WITH 6" GATE VALVE FOR SEWER SERVICES CURB STOP AS ETAILED IRE SERVICE LINE & 2" WATER SERVICE PER '"'"'=2 INSTALL 100 G L. ; - - - CN SH fl=2 - W " o- SHEETS SP & D-2. MAINTAIN 2' MIN. HORIZ. 1 p� KEASE INTER EPT R W ;x o I { {.. . N SEPARATION. MAINTAIN 18" MIN. VERTICAL _ , AS SUPPL Y CITY E RE 0 A S m ^s ANDERSON P EA T r l - -- - SEPARATION BETWEEN WATER & STORM , _ OR EN . P. REM0 - C RB PROJ T) / OIL SAND SEPARATOR & PUMP VAULT SEWER MAIN. CONTRACTOR TO FIELD e / 3 VERIFY WATER MAIN LOCATION & DEPTH. EQUAL. MIN ,T'A K STOP IS CONTRACT) / LOCATED IN MECH. RM. SEE MECH. PLANS. x w � ❑ & BLDG. SEP AT N CONNECT 6" PUMP VAULT DISCHARGE LINE SAND/OIL SEPARATOR ACCESS INSTALL 24" 10'. RIM EL=4 9b* 8 2 TYP. "MA TREET" SIDE WALK ATTERN (STUBBED 5' OUTSIDE OF FOUNDATION WALL) STANDARD MANHOLE RING AND COVER LEVEL INV IN=4 88. 4 FROM CUR TO PROPERTY LIN ON TO EX. 10" STORM SEWER. INV. EL. AT WITH TOP OF SIDEWALK, ON 8"X3' ROUND EX. SEWER SERVICE TO BE -- CRETE SLAB W/21" SERIES 14 STORM o INV OUT=4 87. 8 �7RACY, FR CURB TO BLDG qN RELOCATED CONNECTION = +/-4781.5 V PIPE EXTENDING INTO LOWER LEVEL. SEE AS SHOWN, & BLACK. PLAZA PATTERN 3 HANICAL PLAN FOR SAND/OIL SEPARATOR m m d CONNECT TO,EX,, -- AS SHOWN, ERIFY LAYOUT W ARCHITECT � � SEWER NAIN. _ - w LIVE TAP BY ITY W BASEMENT APP OXIMATE LOCATION OF 4 TION o U m PERSONNEL = m TALL AREA DRAIN G FLOOR DRAIN EXISTING SEWER SERVICE - EXISTING ME R PIT (3/a") & CONNECT TO SER�ICE TO BE RELOCATED a TO BE USED FOR / NEW 10" PVC STORM DR N a CONNECT TANK o IRRIGATION S STEM RIM EL = 4790.90 I 3 N 4" CIP EXISTING WATER m z T FA R x x ITY T I o OUTLET TO EW RNINq RAN w W C 0 NSTALL NEW 8' WATER MAIN SEWER SFR CE. 3 / ' t °°rm a 6% > x REMOVE EXISTING SIDEWALK INS LL STD. 24"I RISER INLET AS PER Q — CONTRACTOR TO LOCATE Z ` �NSTALL�� LF OF 10" PVC C.O STD. DWG 02720-2 CONNECT TO u 5'X6' CONC �fE N EXISTING SEWER SERVICE J ELECTR CAL - _ fiNV iN fL = 4785.00 EX. STORMWR W/12" PVC PIPE PRIOR TO INSTALLATION OF Q a „TRANSFORMER AD - PIPE SLOPE = 14.63% RATE EL = 4789.36 0 NEW SEWER SERVICE. EX. STORM WR INV = 4779.37 ° W INSTALL 74 LF 4" SCH. 40 d m 3 — aNv —p.v- —a�v aw °Nv cw" - ,p v - ul G °a " - ER CI I?' oT-Bo7rMN--' Z 5 uE/TEi - DE/ r lill - cASExs _� - so - - TeE Exso- D a`Q SNDARD DRAWING > aw cAs A•. -- cis s cAs s Ex so E X SD Ex sn Ex so w a ~ so ,"s 9� . - a SS C - \ - 3 / GAS GAS CAS ui ONT ACTORI TO LOCATE EXISTING RECONSTRUCT ALLEY Q EWE SERVICE & SEWER MAIN AT SEE SHEET D-3 //' N n C0 NECTION POINT IN TRACY AVE. FOR PROPOSED ALLEY a NllRIOR TO INSTALLATION OF NEW CROSS-SECTION U m Z SEWER SERVICE. INSTALL 144 LF w a OF 4" SCH. 40 PVC ® 2% SLOPE. W INSTALL CLEANOUT 3' FROM BLDG. INSTALL CONDUIT FOR CONTRACTOR TO LOCATE EXISTING FUTURE TRAFFIC SIGNAL - CIF EXISTING W TER a i m SEWER SERVICE & SEWER MAIN AT SEE TRAFFIC CONTROL GRAPHIC scnt.r; CONNECTION POINT IN TRACY AVE. SHEETS FOR DETAILS '0 ao 34G50% RIOR TO INSTALLATION OF NEW x t IN I-Err t `"""N9FR SEWER SERVICE. INSTALL 91 LF W I I n= zo_ OF 4" SCH. 40 PVC ® 2% SLOPE. 1tX17 - t inch ao ft.. DRAWING Nu"eeR INSTALL CLEANOUT 3' FROM BLDG. 1 UP NEW TREE PLANTING SCHEDULE- MINIMUM CALIPER (TRUNK DIAMETER) BK, Z FOR ALL NEW TREES o86 oR IS 1 i TO 2 m I r= o si A MIXTURE STREET TREES SHALL BE SUPPLIED FOR THIS PROJECT. ACCEPTABLE SPECIES INCLUDE NORWAY MAPLE, HONEY LOCUSTS, GREEN ASH AND MANCANA ASH. FINAL SELECTION OF TREES TO BE COORDINATED BY JAMES GOEHRUNG SIDEWALK ?- w J'o r;� AND RYON STOVER. O z2 P w4 REBAR 1 O F-77711 m _ e — N a z —6'— z Z a a DECIDUOUS TREE PER SPECS CONCRETE LANDSCAPE WALL o U, Iv PRUNE AND TREAT PER RECOMMENDED D-1 T�SCALE PRACTICE a ' a a a ` z WRAP TRUNK WITH ASPHALTIC KRAFT NEW TREE < 4 PAPER TREE WRAP f CEDAR TREE STAKE - (2)PER TREE GROUND MULCH TO N /- BOT OF GRATE - 3"-4"MULCH \ 1�: WEED MAT ;e NEENAH TYPE C WEED MAT FABRICATED TREE---- PLANTING SOIL in inth GUARD 5 BACKFILL WITH SOIL REMOVED FOR tREE I CAST IRON GRATE PLANTING UNLESS SOIL IS UNACCEPTABLE. CITY OF BOZEMAN STANDARD POLE h IF SOIL IS UNACCEPTABLE THEN USE NEW CAST IRON ANGLE RIM EL = 4791.t1 �? f LUMINAIRE FOR MAIN STREET f4STORIC -- PLANTING SOIL. ALL BURLAP AND TWINE FRAME EMBEDDED DISTRICT V stORMCEPTOR COVER AND GRATE EE (LUMEC /t00MH/L51-PCFC/120V/SF3 � � ? — SHALL BE REMOED, AND } TO j OF ANY I IN CONC SIDEWALK 4.6"GRADE RN �8 �5 3 WITH CUT-OFT REFLECTOR SYSTEM, AND iviq - T I _ ., — VAREBASKE TS SHOULD BE REMOVED =I RBOA-12'-TBCl/BKTX POWDER COATED I` �..-.CAST-IN-PLACE (,Y E __ SOD - _ .G I 1. i CONCRETE SIDEWAL STEEL POLE h BASE) K 8" -IATTKGE KET SEAL a Q SEE ELECTRICAL DRAWINGS AND SPECS 8• LOOSEN SUB-SOIL "I ��t� t t•� I : GRATE OPENING - Og ao s ♦ — ql` Lill - OUTLET g ♦ I._— ..� - 4'-0' CAST IRON TREE GRATE 48 LJ� •r III��_ II _ _ "(_ _ (NEENAH FOUNDRY R-8708 i- f DEGREE, 48" SOUARE) 24• 1 SIDEWALK LIGHT POLE k FIXTURE W/MATCHING FRAME D-1 SCALE: 1/2"= 1' - 0" • � — -MIN CAST IRON ANGLE FRAME 6-0 VENT— yJy7 EMBEDDED IN CONIC SIDEWALK FIBREGLASS INSER :1 { THICKENED EDGE IN CONCRETE 36 -- SIDEWALK AT CRATE OPENING 30• �21 TREE PLANTING DETAIL INLET- D-1 SCALE: 3/8"=1'-0' i CAST-IN-PLACE CONCRETE AAE g• OUTLET SIDEWALK I z —I CONTUCTCt c 8" ~ 25 z Flow Co.,..local r o 24 Inr Bet"IffICoestr�dlNr A 12' ZORflCE 3 TREE GRATE DETAIL J6 72•e 6• F- D-1 SCALE 3/8"= 1'-0' J V y Q Q J CITY OF BOZEMAN BIKE RACK J o & ,z- SECTION Q m M cn r 1.V UTILIZE MAIN STREET HISTORIC m z � -� - T- DISTRICT KICK RACK W EMBED CAST IRON SHELF ANGLE INTOCAST-IN-PUCE CONCRETE SIDEWALK Notes — wmensions may vary regionally due toJ OCAST-IN-PLACE CONCRETE SIDEWALK different manufortu,er's. ATE Q z2. Ac<ess.ay is off t to ano.acc ss CAST IRON TREE GRATE to to fibreglass byposs sae old tooilo. TYPICAL CONIC SIDEWALK nspection Cad marnteaonce from the eU,1— PLAN W z_ - 3 Pipe Installation by grouting or fle.ible boots. IV 4. Flexible boolS may not be suitable for all installation. O Please contort ywr sales reprexntalive for turtle,inlormolitm. m 5 TREE GRATE EDGE DETAIL 5. 24-Cu°et to be used to,It.aout access to to lreolmeat Chamber- EMBED PIPE IN CONCRETE. TYP D-1 SCALE Y-V-Cr E Safety grates to, me 24-outlet a,o.oilable. eFIB STC 900 PRECAST CONCRETE STORIACEPTOR 4 BIKE RACK ELEVATION D-' REGLASS DISC DESIGN - 900 U.S. GALLON CAPACITY z D-1 SCALE' 1/2" = 1' - D" NO SCALE < w N O PRD"C,No 3465.005 SHEE1 NUMBEN 6 DRAWING NUMBER D- 1 IN 0 u TOP VIEW 3 = � r 2.-4• 'a33N;�, _je DRIVEWAY W EXPANSION JOINT EXPANSION JOINT 4" SCH.40 4" SCH-40 p ^ ^o PVC PIPE IN PVC PIPE OUT m m 7:12 MAX. 5 SLOPC S�PGt\O� j-1 5• LIDS WITH GRADE RINGS MANHOLE Z N a Q GON 1 �� NEEDED SIDE VIEW o: O V' W ,q EXPANSION n. a a JOINT '^ w z z FLOWLINE N t.1 z TRANSITION SECTION - -51 MINIMUM -15' FOR NON-RESIDENTIAL APPROACH ON ARTERIAL STREETS - 4•-7. 3i 6" M-4000 CONCRETE 12' t P. 2% �y 3" DRIVEWAY _ _ - �+ • Q R ° p ° ° °o GREASE INTERCEPTOR ' ! 0 0 0 ° iF 1 ,000 GALLON T GRAVE NON-TRAFFIC NTS i COMPACTED SUBGRADE SECTION VIEW SPECIFICATIONS: 1_2 � TANK TO BE PLACED LEVEL ON 6" OF COMPACTED i" BEDDING GRAVEL CONCRETE DESIGN IS 4,000 PSI ® 28 DAYS, b m a CEMENT SHALL BE I OR II SR (TYPE V) BLACK STREET INLET AND OUTLET HAVE PLASTIC SEAL WHICH ACCEPTS SCH. 40 PVC OR SEWER PARKING GARAGE ENTRANCE/EXIT EACH HALF OF TANK IS POURED MONOLITHICALLY REINFORCING = N3 REBAR a MAXIMUM EARTH COVER IS 6' Z NO SCALE TANK JOINT IS SEALED WITH i" DIA. TAR STRIP Z O 1" CHAMFER 1- m � J 3' HORIZONTAL �� � U J N TRANSITION FROM STANDARD TO BARRIER NOTE- MENDENHALL STREET PARKING GARAGE �� Q m ENTRANCE TO BE CONSTURCED IN ACCORDANCE VERTICAL �� WITH CITY OF BOZEMAN STANDARD DRAWING No. FACE % rn 2529-13. ELEVATIONS SHOWN ON SHEET GP SIDEWALK O SHALL BE UTILIZED. --- STD.C&G ZQ J J v I" L.10- 6" STREET F- w MATCH EXI57INC IMPROVEMENTS ON MATCH NEW IMPROVEMF--NTS ON ° 3 4" TO P 1' -LOP Z I-- G SOUTH SIDE OF ALLEY NORTH SIDE OF ALLEY / 20' TOP ASPHALT - + — p• QJ Z 6" a .5" t.. I ASPHALT ++e ' PAVEMENT a. . W 276-+ ♦-2% 0 0 0 0 N O O O O O O O O O O O O O U O CRUSHED00 000°O°GRAVEL 80000°O°0000000000000000000000 m BASE - 3" MIN 0000000000000000000000000000000 SUB-BASE COURSE JT AS REQUIRED _ \ \ / <PIT RUN BASE w GRAVEL COURSE ' GRAVE_ COMPACTED SUBGRADE r-4 ALLEY m4" PAVED PUBLIC ALLEY: ® m OF COMPACTED ASPHALT ON®OF TYPE X-SECTION A"-I COMPACTED CRUSHED GRAVEL ON 18" NO SCALE OF 6" MINUS PIT RUN OR APPROVED EQUAL vAodecr No A-A CONCRETE BARRIER CURB 3iB5006 m ENGINEER TO EVALUATE EXISTING SECTION swrn NUMaE, DURING EXCAVATION. THICKER ASPHALT a NOTE: THIS SECTION SHALL ALSO BE USED FOR AND/OR GRAVEL SECTION MAY BE REQUIRED NOTE: BARRIER TO BE INSTALLED ON NORTH WfAWNG NUu9ea STREET IMPROVEMENTS. TO PROVIDE A SECTION EQUA1. TO OR BETTER SIDE OF MEDIAN ISLAND AS SHOWN ON SHEET GP. ...... THAN EXISTING. D_Z l BOZEMAN INTERMODAL FACILITY, RETAIL SUITES \- - --�f MENDENIIA L,STRUT - -- - - - - FIRE SERVICE LINE ---___- - - _ - AS-BUILT DRAWING -- e -- U �f � �- I �•.-= -- - ' r '� J tcssaear.•r--- — sairilelta1latssaFa• uarJ1D .aIWIM s......,.... E LUSHING IiC(� EIMEND wl�'•"'• ACCDN0INC TO TNL NI t41 34.A FLOW RIM OF 300 OMLOAI: KN IfWt �t f NtriT. StA 04 If �I ? �i w :� w n�.wr •• 1% NI DJIn1A (011 lrlt I LU1116" Dr A a-MCN IPW li1MGr aAA �EXIST 011 WDA11[TW M•AIA.M NA- 4 _ � �•mac T141[mr(AL, TNI Nr{TALLNM c(W'NA_'TIA IAJST PNOVM AN M1Rdlr( %111 01 ✓ ('110 RAI'lUN t1M1Li1!U AY Il'ILIA r at L[A5r 1,j TO UMtrt15 +riOJIRCMCM•' OMEN •r!t cI/4tW IBtgJ 11t1lttlltNt Till N'ACL 1UhS1ALl "� ""'»'w•�"w �•" FNWI/IK N TeS/tY r 11"1 ••1 W 1KNI NO AILL 11 •b r' rs. •�rot sows, "it Iju BACIC1111I WAjltlJlt)44IlTNEM3IDE j ••war•w _-'�T_�C-A CA i�T\ • _..ASJ 1 Of illL VIAI t s 11 w_. ••'+�>!tD�w A - - q w•--sta QUA,,STY SC►t��UiF J `.., ` gFF • �`'�t?.5����:T�. ,r[r' notu1Wt3% FSTIMATID w r A. 1 1, I � _I r 11 + (•1 t �Y w w.7L..:.� . �7�G�, 1, A- 1A111E 11 AS5EM30 I 1 _ �. I' 7LIC - 1 • . L 1 -1.) t • (�--—5'S 1 _ � ... to now,.w i• �"T1�...=. i.rur 1L�At j�o-�,t+c. cup Moo—Iwo,toss, Mot .ww•w •to% Poolst r ►. lo or srn as aootw•w —tworwr.. w• Nw.e -A- ei-to :4�oowv 1 ' TYPE A TRENCH BACKFILL is,OW I — 40ocA..le.• e..••. •/+ ww!;Er srrw zcg e ate.•w Ierr-AAtoe 1. rose silo Esc /e.e• sow-- TYPE t vlp BEDDING t --- •ewoc 4.ol o..• •.7,lALL •' • vs4vT IAM I ethmAn FIR own 2 Mler.ru ts tow Lon Vasty " nw. r .Tosses, •+br... Ic or..ov r. "nos ..tow► .ey A.►ld sous he ew.w.•-. tom i►Iqurw SCALL loll INIIALLAIIt/N Rot JNO-•! - • 7eA 1 aC IIOI� toot LAee..••Is1AN O1Q 20C-' M e b ,w ar t 1••E .1"MmAE q.eer clown L coo• V&Vt Its .tv wh Inn J 1" M wiwu, Aeon eni M so s.qo,•K wt$IA% .nso., so, Iheeo own. • %cv6,wioo lAs cankerlar olell /lQW 0 L?tON OtVK1 ( ' GCMG f1LTL ;tld wr,/r 1M "loss . gI•MNw- d"rN aJl. ,wa ire p•Oe• not o.,r►nq, OaAw• rornacl oo on tc eorWN:11Aw <NSTALUD In cilttlN11 .�teMC Mir Rt� M tWdI dNM shot, so salon, .•Ivo"'ov '_ qM 4twove 1.1 IM one W M{,N.•• H♦ top tai."q 1e 1aaeN not RNrsh ~E an. psvtdw pore. P.ulo llrn Anton +cola o Ynwrft. ♦ IM Ae111/Molar spew Odlusl o-1 M1w s•.M. rWe M•N, qn• ,w.Twlw 1r Neal 0,nr1• .IpO„ csml:eLNn of cos _ �� IAMUuetlnn Any ue•q M meNON da" ed m elnorwins 4,0„"d 1hs comreely or nrh wb=anNamar eMN be repolred al toe e.penr al Ins cot tractor Ifs tot I ennt se .mm�enlr� to Me Pfttrl. serA+ to srvy-, - � I � ,II eq W woo AWl •e mode 1!11 Aix 5 Aeesse Its, wtontrrr 4— •v1M.Np :tot the s 1. tons •rwelgrnr.y .re►.,fee rh.d 1. pree•ve9 al all ,to.+en 1 AcswrAsll/e o•q• 111• :ane-wrrer. a svott uos w alcn p•ovldvd In Ihs noAlrol rTar.aci f.D011 1 _ - e' • W •Orlfrovo M odc rot"v (o r_.r a -nDD.12a-1S69 Iri Pas" 4rlM1 ItRsIM FA o.M,^0 Nunn►. •/ .- W4r IA(S 1 / t» t•OreAe eiYL• «ryy„7 • Mill YA•o O/11•r{_ I� i_ 7 Ty com torwltow r,wor .r-r w &-.w leotiry • •wn.n✓ « :e vro snot " forrwn41 a" ego.• r I -�,. O l tor-- - • M so&" • .w .awn •-o•. m+.s tons .wo ~ to .•..sees a• c B A+aeot+w _v, 11N'TA"ING TTL 1 %,AL%'L&6'%A• Is (sww•n• "wte s •." %Move. TewA. toot, ._ .e ...r.. oe svioreeor a 3s vtoe osoC RtFKiC?11tA11) ( — try.11e�e •11Y••e Now 0. .Adr•.e et u v.xlbs •pnn I rlo L 10 A/ oon.s Ywll r ,N•IMIW A.t A^Ne/ olxo,nl vrvl •vH ••,..o a 4-.w1Aar.c•.,te COB ,w.,•r,r or,A.N COD snuo 0444D ! rtltunl ltlq'tT LIONI 11. N 11W"s nslt.dtnoll top 2•.obv then 1/-1/e s, I wf ....I 0h•'1+ r.wnne Ihruet DWI..• W - f r•to.hrmrwl ro ll..rl Into he mirlulroo ton oanlr•nrana ro-th c 0 tl M,.44•.l en, tone WN Woo 016W-I ,tor• m - -- - -- f) r METM Wi : ilA Oa•IA 17 iqe /' Ilse eervlcs Ins Pull he ,n•blcq In accwrOlnce ■ItH G.00I Ilse fNrn.• 1me St0•r1or0. Us- 1���• • V I 1' lliC moo two aolNlwUIn*on I to' Dote service from the ometiny r "left,roll "left, rocaloa 1n T,aty A•erwo to ton. OSe- ` 14MINO 0-104CH ` T 35, nd KND AND OWAL A the ih11114 koe Arr WNeerl.rG/WeValntcol Plans Ter Ins ff• servrro line I"M Ms pair,,. • A-J ]Xe� WATEs MAM Dsry VALK Kit COt) t a 4 l 7 i •___ ETD Dt% Nos ! .J low No ew•.ao tons e1tON be neto r,flrc. 'hr.. nule0 sIN •ee1M or• nhnN,•vnr nl 700 6,6 N MrQy 1J17 - ' (A M I N Conl•edo, Murno—Murfo, tat. onall it owao cono4owimr euosrva%lr, spoil pe1o*. •tv recap A,00,.go I � 14 Oo,IT ...e is •he r'l/y M br.t•,nor rlcwt•. j+• _ Wo O• O. 1 4 u - tS A y.e..nesr ullrt ..re lsrr.ts s►aN t>R ngtr^•! fry W lt,A es►A ✓ Ifs-evClon w. r....t,•e mcr fr n.,. • _ j V1 • ♦ 'A �eee ►w.s .NwA ly •or.w .s the "t as 1•.awen wood"{.e« F.0•rArsn•- t , 1 1� _ � I � Is ttrt.-tlq • Ielr•w1 .wo -ea•srs s-3. s. .w oot as e.Assis • rfte to ♦.s •r.-.- L' t I It on"+hM's Iwe o JY pro-A. v vo s•od %.w IV e•.260 s w /qr• awv tws s" f tJ• - _ e "� _ RIiY < CFLIMI� ACA�f a OWLC 1 Ma♦ IN K.T -,'.A -)•:� d+OD (tor�C :.eF .� HR TIA _ ���� K r 1 III An t I•r¢GpLF1 _ IYgfd _ _ - H Gs111WT1 PT I,W PnGNCI rwn►n .wwl,t+wve Nu Os/clin"cN aAft •v =^` ', 407EMAN INTERMODAL FACILITY at lln allay - - - — IWIU I•yner,W 11W ed CMSV Ov ill% _ - .v..rwe.rWrw..w 1 '�tslxti I•u:ce fiNa - nDic(��j P•I••••••• ulrvtn«,,Ml WIll RETAIL SUItESADJACENTTOTRACYAVENUE cllrrlNllMwn tiaNlu r•AMw — - M -�!`R j L71J1`I a.r.. .. Atlts A ry ""I rot �A�_ BOZEMAN MONTANA 0.11%-AL F IMTP _I MAIERLE INC. ILW✓. ITIN•I�B�M70,71 t0•'K/ pot j WZIti IAiAW111L1MMllln ,.evtoWrAlAM11IMlr•' i •M 1••l Wwrw ILA MVrW C 1 .0 _ annrrunw.-r�e..eluwr �titi t"a � rot FIRE SERVICE LINE PLAN toeAn,.l,.wweaew0•0"IsI••D i1011ne•,•rw,Yo'••• N14 4.'Xni ....r.....".». •. _,. I,Alt PROJECT SITE �"'1-a U' N I I I �• - ( ' FIRE SERVICE LINE _ � t,kA,y,r LQ„•o1. "m ow RECORD DRAWING — — 1,~W. 00 S" UX Ar" •— ,� . � L` __ ,�li7r'_ >��IAI� _ �1C�nG���''��L�-'••C��rn�� C('''�ry �r !f�.- j(� �` —__-��:r 1 JE AYAI_ �T 1 _ «�� •' � —_ ,_��!l�'LI_JLJUJG 1 ,__- " _-'rem- �••� ��_ 4 1 1 I w 7T•-Ct., ~ - w--- or "r.i - •_�r�••/t _ll�1LJ r if' �" _t I r C�7C7 At. grit' K . I x tq r.n I C I �'_JJ�1-.i�JD� II116 R13 S11JP A5 AJUM Of /t 1 ,' - - • - -s - ,>t - t11t sN 1 e-2 f 1 �- �I /,si►v - �-1LJ I j� it Nrw a Pelt t••t I INSI LLl°g-XB" TEE WITH 6" GAT f 1 .rear a •� ne, • wAIP took i VALVE FOR FIRE SERVICE UNE & Er—�-- W9 IN�t1KL Al odf Ct�-' \r � 1,,2 WATER SERVICE PER SHEETS vo SCA._E ltc+_wilt - a' . ali A'o+ I -_ SP Ac D- '1►WNTAIN 2' MIN Ff�F LlI� AND w.YLEf�SERVICE NQ?�.`I ORIZ. SEPARATION MAINTAIN I B" I As c•►al r:t.an •v. o, fe PoI V'p N .-••rr ", • jl xcwan_e wits Ymtma Ptbc Mvr St.rr/ - ? • MIN.-VERTICAL SEPARATION y.�t•.r�• rn• esrs- • 1CIWEEN WATER AND STORM r nkt •sw stc1. x t 1 aim I `� I E SEWER MAIN. CONTRACTOR T4 S t• w�l doe�rl ri•c�.�:se "• l x E II FIELD VERIFY.WATER MAIN J ✓ . �r f�rw•ace s.o •rNa. s •ooe•+r��rr.• t.y.r .^� '� 1 LOCATION 4E DEPTH. 'ti-� w trim ccra.v ,tea srauc wr •. ...ors.. �. /: _:� �- __ �- \ I •r / J .•�`�, ��� -,J 0•Irtt�M ay rr.e fee*we r,n�.ove c �� I `T , 11 s q t7r Items". O.W-A rc row.r...sv N .cw r. r� . w t� 2T r tltv•eem 0 capwr ooq Tom (�.v.t.olrr MAp mi vote ser �%% ��• 3 tr t ,_ wsree4a mown. wwptr re Sao .t t» w to • . tn..-san AS i7crow cso• no to"not r.�.w1. to _ _ 1 f ans ss.egs m ry» «r•w teelNa. Ae t.Adew/o ` �--- �1.16t. '� • • 4 U1M•MIC a:A st.r r ��•b•gt.G ere, .ttr• .w•-w*0v 1 a•hem, _ ♦—� v nr. '� - . � - a� rr �. t i 'o • A ,M .l rrs�..nta�w se a eol 1. "409"g•s• - s '� —. LLt M • -� I - _ --y ., rwvf^O .>tc..4.s . a• •rN•f -r- 1 1� - • ► M 1 Nvlw.c 4te Cdl Ssatwn N•rvOldr t-NMI •I• A\\9 TA, r. i I / I -i - s I we• IN I1 loo-o.•••tsrr toovoI CAru Bt.tla SU--•e•t ♦J �` 1 --�� I I tl l• - I "t, • en for4111 • r I l'1 / 0S• ''�r.v. Der•`Sin�r tM�NI wf SI>t£tt_WIaN I11N•sd� I t f \ n (Mct.Alnp few Gpt.cf) ELT NSIUN iR1A1ttlIF. �� _ • h A. ";het. crtxrwtt curvs and •Idwtr oov wool too saw wt ,•JKM 1 =; _ ` nwl out toy h.•ttloo twpro wd Ny the Ergtne.r. Cv111etIW ddll 1 CXI'%•IIrC GAS 11NE ` t -- p_ - otter.r Streal Cxt Permit Iron tits G.s at 1r.s•mrt, w i XW- -- - Ij XI:TINIi WATER MAIN MECh�1Nfl_�L ROOM t ikG��k, ti' 1 _ F t Ab rec►RI wltNn 0, this tpI I Mal N#0 A6 nsN.r t•cAtf •o. this t tnall be t A Lrhh Y•,Yn 7k •b11 ter/ ; .t•' •K•p' 1"OI the ucpr• " V.,rx,Af nNa N.rw1 .►.•II he list• I' OUTSIDE WALL 'I•`t `+"^ trove 6oce+0i [h"IINIi WAl(N ��►; .,. .• I PARKING GARAGE --_ - I tAI tt hcol nw me ,e- vwtico •wovtus N,w- t <S.j-- �XhIING SEYMlA MAIN T , I m I• s 0.w EXISTING rely xtwlrl• .ni all ..ntor •.w.• t. • o I••+l wr ll('$Tlrlli "iLWlR SEk. q -- - GROUNO `l 00R ..al be ow weed ct ao nvwnp• ti •..• 0loves •IS► Dfo•f so�t a )H^ C1VIN HCAU •JOWLY q SURFACE LOJti-- El. se 47B9 »•ett► ae� Z '7E'— UNOERGROU140 UTILITY move IL►!o't1�JAC ADP I QCATION FL-47Aj f1r ry 1 Ar"�rw'e' ,'C 01 »t<.i� ems C" .0.1 ►}- W TER IE?VICE INSTALL P FIRE - OF STORM4785 t — - EA-eT STAMIItIJ,I'�►.I OF 6' OIP FIRE•1 Lq:%IthG GAS VALVE SEWER - I -m-AORI� tllr;1 1G STREET UGNT INSTALL CURB B04 MAJNTMN 18" 8£Mf51A141 • �^*V� �.� evre p.r •..rNw••Woo so •••_•� •••_ a LINE dE ?� Lf ►rr n.e es • 1 Q VERTICAL - =SiAc►1" 0r 2" COPPER EYKnNG POWER Pf1lF I cMI �. 8 •O 1" twe Swwwe . re r .o•.w - set►v ev" i co • LAB) ' SEPARATION +rStlllU WATER SERVICE Y 1 r•w sw w% L&I stor.� ins p—a� omenow Breve � m ww Eilllyfw %Iop 1 �tQ.ET BETWEEN WATER SLEEVEIAA) INSTALL OS&Y a.t•r:ey.nctc t.•n o. re s ► eve row Seeslift. _ fJ N I w"IW. "DRM "II • � I tk STORM VALVE T V-� 11wsA SS son r-el��.�/s�aw tan go weew trrts� � z t SEWER MAIN 14 0) t.a w.t « •-y11NG StWEa N�ld-QL ; ! EXTEND FIRE " tin• tt.ts wwo wwo ✓e t» •wowom �.s•+sr Sheto~toc W u }1 Ui ISIY'IG *A1FP VAI VE • ` LINE & WAT?R "n"'"""'^ °t �v c moire ;rr.e.a• r.nwr-Irrw�Mr 4 STA 0.00- I-- - weal tr•va• ca".1•uctr,x. Nworeal.ow r'S e•rwe IN •curl• Z - W.''TIMG FOIL tl`tililve 11" 1 yl/V s"tq"TU&UpV 4780 2A LINE TWO sewsp. ✓, "1 TO? NI-4TKI All { FEET REYON7 I, aLW 0 PROP USED STaEiT LIoHT I �, r - " 1 I WALL IA No l rw--.n,a, - r---- �""'►..•t) 1RC.F'CSt•D W4TzR SER, - --"'- 11 'N -a hecla .NI In•1a sale T eexwut. "moveu -- �R o I;SEU F•RE urI 1 IA uw t• wwd » the C•tr"t eoye«ter, of-oh, t-1 I{n 1n 1705HED FLOORr-I - •V(JFLSVI3 SEWER SM. / I 11 A cmuvetet uentwnc•Shall he r•4uww Nv 1• tom slid - 1 MECHANICAL a' a I , ` u rnn.v.,«Nm- No chrrtpa mxY 0r mar Ir IhSSw ahwt• I,'fiI't •I'll r(LW 1REE �� _ 4 ROOM ellnoet the cppmvcd of the City or 9r•wma IMSIM/"twMsr f i_� (_) 1—C' STC] M SC�'1':r°I _ . . (L. - 4779,00 Etw,nlnanl (All , T C 0 • IA.N) If Mm.rnn-ma's , Inc, wll padlts cse W,.r l•rn IrImse11.1• out - C wUslm,nn of the Ore nrv.•s I-ne el•d Ina w.rw •rrrl.• tin `�-'�• (A.H 1 C3 - E rrnn.ar'tocetlor� ' o4b S;; r'I' - Z4 ' BtiI L.',1 N11 _.1_" t Z ' Z_ 1? 11 rlrooted quen low are ops•Q It el�wrr"rf Ir N III � � r-. r�a; es s bask to• nitroltn In• •tVIN •set of th•sxw► 7�Q AC r 1 I,11', tnlf I'1 r_ -4 1.1 •s raw 4•I.c o.er�e —� n r_- C+own- •r st Afb M1 row•ttl• •.In•1•rrr M the Hoot I.Ii. '•,1w. "l tl A tl A I' 00 a0 x z ui Ro rnY T.• rrcl..o S.nrrurr• .t wnr► AI•v r•a n.t►s�• Iw•nrns. c.sn sutwC. Bye r� _t:tT API A v V c c' < < ✓ee jrIt P-ee tens rstws otr•s h�.n m••.sfelM 1.ettAl.. -..•.,_ Is :,I Pas road ls► 3w cameos ve •F.•ww ..tor sir N •.rat: OPEN I: A' --vow,v O ae••oerwitwo 1• •.w. p..qo C r.O +in p•4^ STORM INLET RELOCATION RIM [L 47M.17 - — - — - — Q � T A V cmDRl PROPOSED - WM THE EXISTNG 4A' TAPERED JA 24• LL EL SECTION. MlSTAU PARKING INSTA 4e' RISER INW AS PER flQ NEW 12• t PVC PPE t GROUT COO STD. DWG. tW 02720-2 4 GARAGE RIM EL • 47116 d I 12• INo OUT EL • 41M ee 1/ PROPOSED 12• ° v SOe-35 PVC PPE Nv Ek-47ea.w ` e Ir BARREL a.w as �. o.. Ow o• ov el 4 y i� 4s re E)DQ Q V z 47M.17 wv w 477i 42 wV L • 477e.Y7MN S. • 47e4.97 I= 0r CONC� INSTALL le Lf Of 12• wV N. 47n.72 1 Qd„' S0R-35 PVC SD PIPE D1Is1110 12• PMC pin vagnwi 40' SQUARE 01.2= iICE wv n lN-4rn n CONcarR LASE t><fG SO I su ,:so Ex SO Eay'' rrc w,r a j q'• c N).477�42 d0f 47 CCSIMO ` v v , d CORE DNILL o THE TAPERED 4-FOO1 BARREL SECTION Or NE �tr��y�STOW r�p�������y a-- 4 EXISTING SOWN AND GROUT Q 1 _BUM SI OW L./rV1f�MWOLaC Q_ 1 � k�� NTS 4 4 a 4 e v l e I v 1 4 41 �a v r 4 aS a d 0 10 ( IN FEET ) c MOiIlVSON ray�....M.�,1 �,,,. � eo2EMANINTERMODA(VACI(ITY N` ,�� MAIERLE INC. (�orEMAN MONIANA . �� Pb•IMIOMINfI APR er Rt 1.u1MI tie.�..e�caAi.n, •.. 14aI�4r�In r�AtE vaMa o•�?+..rswcwr�u w. •• STORM DRAIN INLET RELOCATION FIG I • NMy/IIIIACAUU VIIOIIVl HVW N1.17 NEI C"t)(II 46AV1'N0.1A IM•.MUA1Hi un JuA96fJWU 21ji CONCRETE BARRIER �0 —— ' CURB—SEE NOTE F 4ST MC1vDE M-L STRHI.T , ,C\ — • s-Loos leer / - ► _ 1BC / �- - J41 A W IN — -- - - — FINISH FLOCR c�oia 0 tva = 4787.5 FINIS FLOOR a L ' FLOOR _ FINISH F OOR 1 - FINISH LO — 88.00 4788.5 = 47 5 O • I I I I I I �- II p �,�, WITp 0 rt I ~ I LEGEND NOTE: CONSTRUCI CONCRETE BARRIER CURB ON NORTH SIDE OF ISLAND, PER SECTION A—A ON SHEET D-3. TRANSITION TO STANDARD SPILL—TYPE CURB I �► T� AROUND NOSE OF ISLAND. CONCRETE SLAB ELEV. Ic SEE CATCH NOTE) AT SOUTH EDGE OF CONCRETE BARRIER CURB I ' 12" BELOW TOP OF CURB. EXCEPT AT ADA RAMC' 0 20 L °p SPILL CURB � %W!!� IN MET I 1 � I TRANSITION 4 1 CURB FLOW/RIDGE o LINE _ ,J M�RR1so1v c,,"... !"" "" " " ' "'� RO;FMAN INIFRMODAI FACIt ITY l RIS 1� o...,... " '•"'Mfa'u „"o". BOZEMAN �vrs eras J� MAIERLE INC. �.,,w,..,a,,, jow IlAll 001 .•".r•n......... r SITF GRAVING,REVISEu I0106M I rwr•IYMNWr"N.W ... Y a ... uiF,-.airearaRffbi.Urrniq vice.dYlrwNMb"rr�udlN7Dlo r- W � Wa T REST v. MEN DEN I-I ALL S �r v CAI _ o .� OIM EDGE OF SIDE ,e9 8� GHQ CID ~ 1 W h�0 1 4790. I 0 fPG a1�� 1 Er�cE of r i 1 4790.E ' — A — — — — — —— __ _ w 0 OF 0 F O R I F 4 9, 464 7 89 '1 1w — c9 EDGE OF SIDEwA Q I ,c 79 40.94 �` L.L —SBG P 999, `pE' !�` Z * g"9 � G0N o ' IF 9 f-INISH FLOOR 4790.70 v► ��F C, r 0 EDGE OF �. SIDEWgL 7g 4 ply 0 20 O. p II D In IN FEET' IN FEET J MORMON �,`_"'�°`� �� � BU21-MAN INTERMODAL FACILITY Yl�y J MMERLE,INC. .= �W^ Om� .� �EMA►r MIkIT tr NO�rm" bar* *A =faiE.. Is. SITE GRADING.REVISED 11/tOIDE /_i]_ MYllrl�(,.dl�IMrt1fYOf 4D Di1►[TN6..o ., .� ......,»..,,um"I / REMOVE LX . 510RM SEWER VILE 3ANU ZA-t-ANAIUK & r'UMF' VAULI k��ERIFY WATER MAIN LOCATION MH RIM = 4 /88.90 LOCATED IN MECH. RM. SEE MECH. PLANS. - CONNECT 6" PUMP `EAU! T DISC' " � ' '"NE ; SAND/OIL SEPARATOR ACCES. .rev_-€. = 4785.80 II STANDARD MANHOLE RING AN �V S. = 4785.75 (STUBBED 5' OUTSIDE OF FOUNDATIc.�N w�;11 WIT TOP OF SIDEWALK ON � TO EX. 10" STORM SEWER. INv L,` At r H ►.' _6.X. SEWER SERVICE TO BE CONNECTION +/ — 4 7� lI,_ _- CRETE SLAB W/21 SERIF RELOCATED 5 PIPE EXTENDING INTO LC HANICAL PLAN FOR SAND, m me TION vAPPROXIMATE LOCATION OF � S �,,, EXISTING SEWER SERVICE o A DRAIN . , ►� SERVNCE TO BE RELOCATED a ' TO - �'' ; -. KK - CITY TO INSTALL N W E 4J'y,..{ �(� >-1 ; - • 'J 'Y PARKING RAMP DOWN O 6% "7 / STING, SIDEWALK INSTALL STD. 24" RISER INLET AS PER — , _, n ? j ' CONTRACTOR TO LOCI N, C.0/8. STD. DWG 0 720—�2 CONNECT TO S! b " i,; ►.S. EXISTING SEWER SERA OF 10 PVC EX. STORM SWR W/ 12" PVC PIPE a PRIOR TO INSTALLATIC i GRATE EL = 4789.367r�( ] - — I `' "' NEW SEWER SERVICE. 4785.00 EX. STORM SWR INV = 4779.37 t4 -- INSTALL 74 LF 4" SC P - cty Cyr - ("tip ONP - -���� y s... , a r � — P— -= � -� - ER CITY OF BOZEMA L b Cjo ` yTR` -7 N , ST��� NDARD DRAWING EX SO - — - - --- _ _ ` - �II ��(9� EX SD - EX SD � G� �— - :ems - GAS = ir l+ 4 y�sc.6� 1 FXISTING I ��hM 5E�VER Mil TO LOCATE FXISTI G R 01�5_ht T ALLEY 1. �'�._ RIM = q 89. 1 i ,��� �;, y �, . �.� � I N 4 7 �9.4' V CE & MAI AT SEE S Et I D--3 /zt . ' '�f _ V 2 J N TRACY AVE. FOR PROPO D ALLEY '0' •i,,, yip_ , IN1 4 7 78.9 7 VSTALLATION OF NEW CROSS SECTION If-•1V S. = 4784.97 DICE. INSTALL 144 LF INV N. = 4 79.7i 40 PVC 0 2% SLOPE. � :ANOUT 3' FROM BLDG. INSTALL CONDUIT FOR I E i ANC. W Tk=.h' TO LOCATE EXISTING FUTURE TRAFFIC SIGNAL /ICE & SEWER MAIN AT SEE TRAFFIC CONTROL ' °�' ` ' GRAPHIC SCALE POINT IN TRACY AVE. SHEETS FOR DETAILS 21D ISTALLATION ')f NEW c :x FEET � -1 im h - :0 /ICE. INSTALL 91 LF >>x» — I inch = 40 ft tt �' P 40 PVC ® 2 o SLOPE. ANOUT 3' FROM BLDG. I I V V I I v=`t can. •t •� t ., .. . _ INV OUT-4 87. 8 - �� �L_A. JLvf- o% . v - _TRACY, FRQ CURB TO BLDG QN RELOCATED MENDENHA & BLACK. PLAZA PATTERN CONNECT TO 'EX , ' AS SHOWN, VERIFY LAYOUT W ' ARCHITECT • SEWER AIN. It _ _ BASEM APP OXIMATE LIVE TAP BY I• i-_ FLOOR b"NS PERSO IN , , EXISTING SE • (I�► I IrJc, ME R PIT F�� ) INSTALL AREA DRAINL y� ,,�L SERVICE TO 8 �: � S E D r ��R & CONNE.CT TO CONNECT T NK i ' RP ;►1�� S i.iTEM NEW 10" PVP , dRfu �RAI �11 • OUTLET TO EW / RIM EL- .9 7 �.� _ SEWER SER CE�' t ` OGwty � •..►. SIDEWALK INS LL STD. 24" RISER IN - REMOVE XI�TING, S DEW _ � 5'X6' CONC ETE ' _ : • - C.0 STD. DWG 0 720 2 - ELECTR Al. w - OF 10 PVC EX. STORMWR W/1 : TRANSFORMER AO �; � . �'� _ - INV IN E = 4785.00 GRATE EL SL _ = 14 8 EX. STORM $WR INV b - - — o►iP -- - - y�P - - - o++Q— - OHP - • I L E/TEL ---- lEAI t_ b• � EX . - - GAS GA5 EX SD i jk, ooy —ey GA. CIOCJ. 40 o o ONT A TOR TO LOCATE EXISTI G 1 R CONSTRU _ _EW SERV CE do m AT SEE Si WN PANT - N TRACY AVE. FOR PROPOS ��, t�• RIOR TO INSTALLATION OF NEW CROSS f� . _, ����IA.i� STORM WATER SEWER SERVICE. INSTALL 144 LF , � Lx. _. ► Ok►,�ti =wER M+ I TREATMENT UNIT, OF 4" `,.,CN. 40 PVC , O 2% SLOPE. RIM = 479I . % RIM m 4791 . 11 INSTALL. CLEANOUT 3 FROM BLDG. NV W. -- 4780 �%5 INV IN ' 4781 .49 CONTRACTOR TO LOCATE EXISTING INV E. 4780.5�) INV r)Lft = 4781 .49 SEWER SERVICE & SEWER MAIN AT INV S. = 178 —SU DETAIL SHEET D- 1 CONNECTION POINT IN TRACY AVE. Cx. STORti' =,EW�,, V � }��M _ 475 ;9 f#%TAI L 7 LF OF 10" P\� '.� --PRIOR TO INSTALLATION OF NEW INV = 4 781 .(74 CONNECT TO EX. STORM SEWER SEWER SERVICE. INSTALL 91 LF INV W. _ 781 .04 INV EL = 4780.45 OF 4" SCH. 40 PVC ® 2% SLOPE. PIPE SLOPE = 14.86% INSTALL CLEANOUT 3' FROM BLDG. r m k,umt5 I v bLUv WN CONNECTI � - MENDENHAL & BLACK. PLAZA PATTERN RELOCAjLG AS SHOWN, .VERIFY LAYOUT W�ARCHITECT j ECT TO ��EX� Nis- rVEH AiN ' BASEM APP OXIMATE LOCATIOt 4P BY I-T'• ; �� I FLOOR DRAINS EX STING SEWER SEF • XIS TING ME R PIT !�� ) INSTAL'- AREA DRAIN 1♦�,,� ,�,1 SER CE TO BE Rf. LOB: r & CONNECT TO • TO P ;SED FOR ti, ! c ' `CIA VEC; T INK ti� IRRIi,: i��N S STEM NEW 10" PV „�S RI `j)R ' \ T L...: — y0 ��N.J.r � H I' ( PARKING RAMP :T 10 EW RIM EL _ �,.9 7 'Tell _ R SE ICr - _ ., �� aowN o sx REMOVE XISTING, .SIDEWALK INS LL STD. 24" RISER INLET AS I I • •�; � :- ,� C.0 STD. DWG 0 720-2 CONNECT _GONG ETE ' r_ -_:` _ - - - _ - _ _ � — i EX. STORM WR W 12" PVC F _LECTR AL `� / ,10F OF 10" PVC - ��_ -- RATE EL = 4789 )RMER AD , INV IN I - 4785.00 - EX. STORM WR INV = 4779 OHP olop —Of r- OMP — OMP ONP • '. Vt � rV v7t� d� / �, G l — E/TEl Q b• V1� GAS _ P EX �C. �• "j IN Ct 0' / ONT A TOR TO LOCATE EXISTI 4G q,&o, R CONSTRU T ALLEY EW SERVICE &- - MAIN AT SEE S EET D-J N POTNT I IFN TRACY AVE. FOR PROPOS D ALLEY RIOR TO INSTALLATION OF NEW CROSS SECTION t4'- '-ALL STORM WATER SEWER SERVICE. INSTALL 144 LF EX. T0PM rfir Ai'MENT UNIT, OF 4" �SCH. 40 PVC ® 2% SLOPE. AIM - 79 r a 4791 . 11 INSTALL CLEANOUT 3' FROM BLDG. INS1 I L— low W. - `� ' �N 4781 .49 CONTRACTOR TO LOCATE EXISTING FUTUR i INV E . 4781 INS ' , ; r = 4781 .49 SEWER SERVICE & SEWER MAIN AT SEE 4 7N SEE DE TAIL SHEET 0- 1 �. CONNECTION POINT IN TRACY AVE. SH Ex . STORK PRIOR TO INSTALLATION OF NEW _ RIM = 4 :1 c4 � l'-4 �NSTAL� 7 LF OF 10" PV� = 4 781 .04 CONNECT TO EX. STORM SLWER SEWER SERVICE. INSTALL 91 LF L. _ 4781 .04 INV EL = 4780.45 OF 4" SCH. 40 PVC ® 2% SLOPE. PIPE SLOPE = 14.86% INSTALL CLEANOUT 3' FROM BLDG. I CONNECT NEW 4" ;1 SERVICE TO SO. INV. OF EX. SEWER MH RIM = 4788.78 NOTE: SEE TRAFFIC CONTROL SHEETS FOR INV S. = 4782.98 U) STRIPING AND SIGN LOCATIONS INV N. = 4782.88 �► ,, CONTRACTOR MAY REMOVE- ; MANHOLE AND CONNECT (TT0O DOWNSTREAM PIPE REMOVE EXISTING STORM SEWER MH RIM = 4788.90 CONNECT EXISTING SEWER ")&0 VINV W. = 4785.80 SERVICE TO NEW 4" SERVICE ��� Ex :� I LNG SEWER MH I INV S. = 4785.75 STUBBED 5' FROM BLDG --\ RINI 4788.60 PROPOSED STREET FOUNDATION. CONTRACTOR & X. SEWER LIGHT CITY PERSONNEL TO VERIFY SEE SHEET D- 1 EXISTING SERVICE CONDITION PRIOR TO CONNECTION. NEW ASPHALT NEW CONCRETE �XIS" •ING'° WA1 . EXISTING �� r_ STREET -- - -- _--- jyLD WATF P - W ;f EX SS - liS wv - EX W - _ mow: - — EX SS • -�• • • • S_ - • ✓ �- -- • • • - • '• y • •icej�s -' V _Y ° ' • •• .r I •• � - - � � �� b • ABANDON EXISTING 1 � SEWER SERVICES ` INSTALL NEW STORM INLET I= � mo�2 rc, 1{ c W/12 LF OF 15 RCP Q _ W> 3 SLOPE = 1 .4% �:5z u ,ej TBC EL = 4786.74 Z Q H L" INV OUT = 4782.00 W W(Wj C5 A-1 REPLACE EXISTING STORM INLET W" TO MATCH NEW CURB LINE TBC EL = 4786.32 cti INV OUT = 4781 .83 INV IN = 4781 .83 - (A LXIS i ING ST, �_ M `�LWF F N BANDON EXISTING WATER Nti' NE (ML_1.4PL hIIAL_L c ;ERVICES �BY_ OTHERS — / INV SE (: MENDFNHAI_ L ) 4 181 .6 'ITY WATLR f-�ENOVATIONS r' � � / INV '>f� (BLACK) = 4 /8 1 , �.'� o M o a fit �.�� PRO INv w (e!At�r�:'� = a ?,� _, r IN'v '7W (MENOFNHAI 1 • a a J W • D _ -�- Ex w , - E) w . — -- I W_.L�- TO MA �A1 t�f _ 10, _m I u - - - r*Kw _r � CLEARANCE BETWEEN TREE E" ° a Q Q ' 5 f I�)N A j f Sp Z Z xss Exss _S L ao I« - , �F AND WATER SERVICE-. ) a `� `� a —i E EX Ss - o _ EX SS ASPHALT OVERLAY . - .; ; "�a iint LA OL •. • C 4:§ V d - • 1 • - �.)� ro. bit/ n• » j k G.,id - i f/ o� l 1w rn•T f11 I (STALL WATER - ,,���ak , INSTALL 6 X8 TEE WITH 6 GATE VALVE FOR �1-, w b RB STOP AS DETAILED �/ _ ,' ' �: IRE_JSERVICE LINE & 2" WATER SERVICE PER , ' AK) cuc&r % n Y—) 4-- - �1. 1 i I'�1 Irn•� r+r� .. i. . • • •• �T• �. . .. 1 . . . . . . 1 • + 1 CONNECT NEW 4's SERVICE TO SO. INV. OF EX. SEWER MH "' � RIM = 4788.78 �•p' ��� y 1 NOTE: SEE TRAFFIC CONTROL SHEETS FOR INV S. _ 44 STRIPING AND SIGN LOCATIONS S 4782.98 w INV N. = 4782.88 m CONTRACTOR MAY REMOVE MANHOLE AND CONNECT TO DOWNSTREAM PIPE Eh� iNG F Ikk REMOVE EXISTING STORM �,�0 ,,1\°'� r SEWER MH RIM = 4788.90 CONNECT EXISTING SEWER �`" Nti'C ANT INV W. = 4785.80 SERVICE TO NEW 4" SERVICE JED ' FROM 5 BLDG C I EX STING SEWER' MH INV S. = 4785. 75 STUBBED F ABANDON EXISTING WATE RI = 4788.60 PROPOSED STREET FOUNDATION. CONTRACTOR & m SERVICES BY OTHERS CITY WATER RENOVATION' X. SEWER LIGHT CITY PERSONNEL TO VERIFY PRO�EC SEE SHEET D- 1 EXISTING SERVICE CONDITION PRIOR TO CONNECTION. NEW ASPHALT k NEW CONCRETE v — rXvI SIINCA WATER . ;�' • o O SE �VI _ �! t 1 - - - EXISTING �•1' o �° • 6 EX STREET �/AND CORP 3 ; i ► Ex ss — - s - ©c w a w - - Ex ss, — Ex ss — - - S EX W —, — EX$$ E w - - - I -.� '�}►''-mot-yam. . 1 e • •a rr1� ABANDON EXISTING INSTALL WATER ICE I SEWER SERVICES CURB STOP AS ETAILED— .. . f . . ., . . - - 1 �u _ -�- -- - - —,o .. M& 1 c'u c n—7 LEGEND: -STREET VISION TRIANGLE GAS EXISTING GAS LINE EXW EXISTING WATER MAIN MECHANICAL ROOM EXISTING WATER SER. SCALE EXSS EXISTING SEWER MAIN '� - 3 11x17 - 1° B' - EXISTING SEWER SER. OHP OVER HEAD POWER UE/TEL UNDERGROUND UTILITY & - - GV TELEPHONE c ' W4 TER E R V I C E f EXISTING GAS VALVE u ? EXISTING STREET LIGHT ti INSTALL CURB B❑ T EXISTING POWER POLE I ' BEHIr CURB Q kid EXISTING STORM INLET k EXSD EXISTING STORM DRAIN 6- EXISTING SEWER MANHOLE 1 / � /i m WV x Q a•. i x EXISTING WATER VALVE MC"cf M M EXISTING FIRE HYDRANTS o WV /y Y 0 r-- 0 PROPOSED STREET LIGHT PROPOSED WATER SER. 1 `� m - PROPOSED FIRE LINE I 1 iS PROPOSED SEWER SER. ICI PROPOSED NEW TREE b S T ❑ M S E R V I CAE LOT AREA — 1 . 11 AC. -- 6 " F I RE S R V I Cf (48, 372 SgFt) -- BUILDING STRUCTURE AREA - Q 0.90 AC. (43,115 SgFt) BUILDING STRUCTURE AREA IS 89% OF LOT AREA - — OPEN SPACE - 0. 12 AC. (5,257 SgFt) 1 1 .� ., CIP FXICTIt� G WATER Y " .. 1 OF VICE CONTRACTOR TO LOCATE a 'ij 4TED f • , ( EXISTING SEWER SERVICE Z II PRIOR TO INSTALLATION OF z NEW SEWER SERVICE. 0 ' INSTALL 74 LF 4" SCH. 40 'ER PVC, W/CLEANOUTS AS -� TO ' PER CITY OF BOZEMAN v 'IPE I �=-� STANDARD DRAWING Q a 1.36 1 , 02730-4 ~ 1.37 2 , o 'Roe? Y4. Q z j,,✓ y1t 7l0 o � Q 0 Z Q— e.-1 t3y ti 7 YJ . 7cl- Q 8b. ti Cr o _ ` 1 - r, ,c EX •- .�.f r GA'- Ex - EX SD -- � fx SD — Ex so W J - l.A — — GAS GAS l— — n W F- - /=-A k - - Gam- z t-- 3 — y�,/ ►rc 6.-r ` ' �� ' EXI STING STORM SE ER MH ;� Q z 4-7 0 RIM = 4789. 17 A c = 4779-42 ol INV--tZ = 4778.97 ' ; 0 �� • ,; INV S. = 4 784.97 I m a 3 " INV N , = 4779.72 O TALL CONDUIT FOR CAP EX1STINc W TER ZE TRAFFIC SIGNAL ?flUJECt NU TRAFFIC CONTROL 20 GRAPHIC �cA10E 20 3485006 E ETS FOR DETAILS SHEET NUMBER 3 ( IN FEET ) I 4 1 inlz = 20 !t_ DRAWING NUMBE uP `i / u.J.Vv 4785.75 (STUBBED 5' OUTSIDE OF FOUNDATION WALL) j, •--•• • •• • - ; AL PLAN FOR SAND TO EX. STORM SEWER. INV. EL, AT OIL SEPARA ' �' � I MECHANIC / NER SERVICE TO BE CONNECTION = +/-4781 .5 - TION ,TED - - z/1I r • - �' `_ � � 'TING WATER A i. / APPROXIMATE LOCATION OF __ I EXISTING SEWER SERVICE I'' CONTRACTOR TO LOCATE SER ICE TO BE RELOCATED EXISTING SEWER SERVICE )RAIN 3 �_� PRIOR TO INSTALLATION OF ,� l --I PARKING RAMS' �.. w , NEW SEWER SERVICE. - - Dowry o sx �' i ti INSTALL 74 LF 4" SCH. 40 INS LL STD. 24" RISER INLET AS PER .�� I I PVC W CLEANOUTS AS NALK I I / 7 — CONNECT TO MAN C.O.Q. STD. DWG 0 20 2 g �. PER CITY OF BOZE PVC EX. STORM WR W/12 PVC PIPE - j t �--` STANDARD DRAWING RATE EL = 4789.36 ', - a i 02730-4 EX. STORM WR INV = 4779.37 Vser y Ys. - - _ 71 G�trsri 6•c Ift..•ri � N'.� '1 4 7 yy . 7 7 s L' EX W - - EX So EX Sr) E x 5t EX SD / �� GA5 GA5 .A - ^�$ —GAS GA5 GA - - - - uAS — -— :.A_; --Gas - — e t� L C(OM.Oaf I —_ , • - -- a— r,.� - zw��ct. s�� ,� >, �`, EXI TIN STORM SENE R MI I C TE EXISTING RECONSTRUCT ALLEY y ,I4 -7%.` RIM = Q 7 89. 1 7 WER MAIN AT SEE SHEET D-3 '''.)'� ,f `�•�-•-s INV _ A779 . 42 TRACY AVE. FOR PROPOSED ALLEY Ems., 40 1 fINV 4778.97 N OF NEW CROSS—SECTION �7 - INV' = 4784 � 7 ALL 144 LF - e `-I NV N . = 4779 . 72 9� 2% SLOPE. FROM BLDG. INSTALL CONDUIT FOR IF F Y lc-1,TII-JG WIAU s TE EXISTING FUTURE TRAFFIC SIGNAL ----r- WER MAIN AT SEE TRAFFIC CONTROL II i crtAPrM scar fli TRACY AVE. SHEETS FOR DETAILS IN FTEI 'IOF NEW ! ' inch 20 , ft kLL 91 LF P 2% SLOPE. FROM BLDG. AS SUPPL U Y _ ABANDON FX. OVA ER ANDERSON P CA T SERVICE (BY 0 H RS) REMOVE EX. STORM SEWER` OIL/SAND E OR EN . ,A P. EQUAL. MIN TA K I �� MH RIM = 4788.90 LOCATED IN., MECH. Ic BLDG. SEP ATI N = 4785.80 CONNECT 6 PUMF 0' RIM EL=4 90. 8 TYP. "MAIN TREET" SIDE WALK PATTERN INV S. = 4785.75 (STUBBED 5� OUTBID INV IN=4 88. 4 FROM CURB TO PROPERTY LIME ON EX. SEWER SERVICE TO BE TO EX. ST, INV OUT= 4 87. 8 RACY, FRO . CURB TO BLDG ON RELOCATED Co, MENDENHALL & BLACK. PLAZA PATTERN CONNECT TO EX-1 N, - AS SHOWN, ER1FY LAYOUT W ARCHITECT ' SEWER AIN. BASEMENT APP OXIMATE LC LIVE TAP BY CI FLOOR DRAINS EXISTING SEWI PERSO NEL - INSTALL AREA DRAIN SERVICE TO BE _ _ 1 & CONNECT TO CONNECT T NK ' • NEW 10" PVC STORM DRAIN RA OUTLET TO EW RIM � f.= 4790.90 - `'+w"'"� - �«� a SEWER SER ICE X _ - INSTALL STD. 24" ' RISER INLE W I r � REMOVE EXISTING SIDEWALK -,. _ — _ C.O.B. STD. DWG 02720-2 CC 5'X6' CONC [ TEI '_ ,r � - � � � EX. STORM SWR w/12" ELECTR CAL = i INSTALL 24LF OF 10 PVC GRATE EL -RANSFORMER PAD - f INV IN EL = 4785.00 / EX. STORM SWR INV ` ``• — —-_= ` / ��OJ — — - —+� MOM / , LIN. �_� � ----_— i is C• lt rP�' � _� E/TFtift- EX SO EX SO- GAS 3 ` _ ,A� GASVow 1 SO LA CONTRACTOR TO LOCATE EXISTING RECONSTRUC SHE �s SEE SEWER MAIN AT EWER SERVICE & SE E CONNECTION POINT IN TRACY AVE. FOR PROPOSE( RIOR TO INSTALLATION OF NEW CROSS— SEWER SERVICE. INSTALL 144 LF r INSTALL STORM WATER OF 4" SCH. 40 PVC 0 2% SLOPE. E. . STORY SEW R ��� ' TREATMENT UNIT, — 4 ;91 '� '-) RIM = 4791 . 1 1 INSTALL CLEANOUT 3' FROM BLDG. y ��J'`' W' — ~1-31, '`' INV IN = 4781 .49 CONTRACTOR TO LOCATE EXISTING INV OUT = 4781 .49 SEWER SERVICE & SEWER MAIN AT S. — '��' i SEE DETAIL SHEET D- 1 CONNECTION POINT IN TRACY AVE. f- STORtit F 1NLR MI, �� INSTALL 7 LF OF 10" PVC RIOR TO INSTALLATION OF NEW `� ' , SEWER SERVICE. INSTALL 91 LF W = ;� ,'K � ;-,:� CONNECT TO EX. STORM SEWER INV FI = 4780.45 OF 4„ SCH. 40 PVC 0 2% SLOPE. m �o m�-'; W-> Coo �i L8 + L CONSTRUCTION DRAWINGS =- a FOR SQ rn�rn s Ji THE BOZEMAN INTERMODAL FACILITY BOZEMAN, MONTANA FTrPROJECT LOCATION MARCH 2007 s s o rn .- m o i i a a MENDENHALL ST. K N N U I g TT— REwL•9Nif RETAn SUER' REtA1L AMTE '® I W STAF S-2, R-5 R-6 -4 3 wV�o 2 RETAIL 901 $ v� R LLI E l /TN GARAGE GROUND LEVELcn r W CFD VICINITY MAP ° ""Q S"° NOT TO SCALE / R I lj GRAPHIC SCALE Qg SHEL7 III DRAWING IIITITLE RETAILR_901F - rr� 1N 7EE7'T t�� O I & L E6 GENERA I MJwNo xwP j �', t inch - 30 EE 1 G-1 COVER SHEET �� 11%17 - 1 inch = 60 ft. SITE/CIVIL SHEETS _ & 7 SP SITE PLAN 3 GP GRADING PLAN - I T i�o, I Q 4 UP UTILITY PLAN - 5-- - LIP - -LANDSCAPE PLAN _ r. DETAILS —�- s m__ - —ei r.x• a�. ; 6 D-1 TREE PLANTING AND STORM WATER TREATMENT y - - w SS DETAILS •.�. w_ o a �S ce 1 B� U- -WATER RIME AN FIRE SERVICE LINEDETAILS --��7 E 3E E D CE l I-- B D-3 ALLEY, CURB k GUTTER, DRIVEWAY, AND CREASE - - - INTERCEPTOR DETAILS z Q TRAFFIC CONTRQL - 9 TGP-1 TRAFFIC CONTROL_ PLAN Z 10 -TCP 7 --TRAFFIC CONTROL PLAN �, O H _J U J Q F- L.� F J � Q m ul Oz x Q' Ll W Z F O N U Z a Q z w fV O m Z a W N O m PROJECT NO. 3465.006 SHEET NUMBER i DRAWING NUMBER CS m �o m�-'; W-> Coo �i L8 + L CONSTRUCTION DRAWINGS =- a FOR SQ rn�rn s Ji THE BOZEMAN INTERMODAL FACILITY BOZEMAN, MONTANA FTrPROJECT LOCATION MARCH 2007 s s o rn .- m o i i a a MENDENHALL ST. K N N U I g TT— REwL•9Nif RETAn SUER' REtA1L AMTE '® I W STAF S-2, R-5 R-6 -4 3 wV�o 2 RETAIL 901 $ v� R LLI E l /TN GARAGE GROUND LEVELcn r W CFD VICINITY MAP ° ""Q S"° NOT TO SCALE / R I lj GRAPHIC SCALE Qg SHEL7 III DRAWING IIITITLE RETAILR_901F - rr� 1N 7EE7'T t�� O I & L E6 GENERA I MJwNo xwP j �', t inch - 30 EE 1 G-1 COVER SHEET �� 11%17 - 1 inch = 60 ft. SITE/CIVIL SHEETS _ & 7 SP SITE PLAN 3 GP GRADING PLAN - I T i�o, I Q 4 UP UTILITY PLAN - 5-- - LIP - -LANDSCAPE PLAN _ r. DETAILS —�- s m__ - —ei r.x• a�. ; 6 D-1 TREE PLANTING AND STORM WATER TREATMENT y - - w SS DETAILS •.�. w_ o a �S ce 1 B� U- -WATER RIME AN FIRE SERVICE LINEDETAILS --��7 E 3E E D CE l I-- B D-3 ALLEY, CURB k GUTTER, DRIVEWAY, AND CREASE - - - INTERCEPTOR DETAILS z Q TRAFFIC CONTRQL - 9 TGP-1 TRAFFIC CONTROL_ PLAN Z 10 -TCP 7 --TRAFFIC CONTROL PLAN �, O H _J U J Q F- L.� F J � Q m ul Oz x Q' Ll W Z F O N U Z a Q z w fV O m Z a W N O m PROJECT NO. 3465.006 SHEET NUMBER i DRAWING NUMBER CS m �o m�-'; W-> Coo �i L8 + L CONSTRUCTION DRAWINGS =- a FOR SQ rn�rn s Ji THE BOZEMAN INTERMODAL FACILITY BOZEMAN, MONTANA FTrPROJECT LOCATION MARCH 2007 s s o rn .- m o i i a a MENDENHALL ST. 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DETAILS —�- s m__ - —ei r.x• a�. ; 6 D-1 TREE PLANTING AND STORM WATER TREATMENT y - - w SS DETAILS •.�. w_ o a �S ce 1 B� U- -WATER RIME AN FIRE SERVICE LINEDETAILS --��7 E 3E E D CE l I-- B D-3 ALLEY, CURB k GUTTER, DRIVEWAY, AND CREASE - - - INTERCEPTOR DETAILS z Q TRAFFIC CONTRQL - 9 TGP-1 TRAFFIC CONTROL_ PLAN Z 10 -TCP 7 --TRAFFIC CONTROL PLAN �, O H _J U J Q F- L.� F J � Q m ul Oz x Q' Ll W Z F O N U Z a Q z w fV O m Z a W N O m PROJECT NO. 3465.006 SHEET NUMBER i DRAWING NUMBER CS r- W � Wa T REST v. MEN DEN I-I ALL S �r v CAI _ o .� OIM EDGE OF SIDE ,e9 8� GHQ CID ~ 1 W h�0 1 4790. I 0 fPG a1�� 1 Er�cE of r i 1 4790.E ' — A — — — — — —— __ _ w 0 OF 0 F O R I F 4 9, 464 7 89 '1 1w — c9 EDGE OF SIDEwA Q I ,c 79 40.94 �` L.L —SBG P 999, `pE' !�` Z * g"9 � G0N o ' IF 9 f-INISH FLOOR 4790.70 v► ��F C, r 0 EDGE OF �. SIDEWgL 7g 4 ply 0 20 O. p II D In IN FEET' IN FEET J MORMON �,`_"'�°`� �� � BU21-MAN INTERMODAL FACILITY Yl�y J MMERLE,INC. .= �W^ Om� .� �EMA►r MIkIT tr NO�rm" bar* *A =faiE.. Is. SITE GRADING.REVISED 11/tOIDE /_i]_ MYllrl�(,.dl�IMrt1fYOf 4D Di1►[TN6..o ., .� ......,»..,,um"I