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HomeMy WebLinkAboutFerguson Meadows 111 ON7AN_A FERGUSON MEADOWS MAJOR SUBDIVISION RECORD DRAWING I I VICINITY MAP urnaun Naflonl! ' U11lIf1A /oral 1 Nr Wilslll l� BNI,tl r'do"t .� r I:qg arJp'n hro 1anlQtlan A~ CIYdo Pan: V 2 r Fnr*N �. Big Timhel, '� A"wjan, ! elgrade �28a) les ok r Bo ma �--- Livingston W- \ � i J uatfipn ? 1 _ N11 Var rrlltl Maf1aM a � - Fonaf F�ipfant h� - Ennis 91p awy ��a �� -- sw Nafroaaf 6N ativann �--_ A1i.,M R, � � Naflonlf • - �9 Y tonal Connn gpr�s For►al � --._\ _l--.._-_ ` \ INDEX OF DRAWINGS COVER INDEX OF DRAWIN(aS W.INIIY MAf I'l+,t�C(J AREA MAP C1.0 SITE PLAN 'p C2.0 WAIT--A SYSTEM SITE PLAN AND SHEET INDEX C2.1 WATER SYSTEM DETAILS > C2.2 PLAN AND PROFILE FOR STA 154 0 156+6 OF SANDER WATER SYSTEM T+o YE NA NA PROJECT AREA MAP + ) °,` - - C2.3 PLAN AND PROFILE FOR STA 15}IXl 26+69 OF SANDER WATER SYSTEM \\ ar �'i ��r i f1onN z z ri C2.4 PLAN AND PROFILE FOR STA 0+00 15+00 OF MNERAL.WATER SYSTEM oruf o1> -,�t "S C2.5 PLAN AND PROHLE FOR STA 15100 26+67 OF MINERAL WATER SYSTEM • YVostk�� � r K f i r r C26 PLAN AND PROFILE SHEET FOR IC)OLE end CASCADE WATER SYSTEM cT5 r� C2.7 PLAN AND PROFILE SPIFFY FOR RROADWATER and Dl1RSTON WATER SYSTEM r5r N� Yellc�wetale ;wt�e"r _ C3.0 SEWER SYSTEM SITE PLAN AND SHEET 14DEX IDAAIO C3,1 SEWER SYSTEM DETAILS \ nroe«N.F. Mack's lien �lr C3.2 PLAN AND PROFILE FOR STA 0+00 15}00 OF SANDER SEWER SYSTEM k C3,3 PLAN AND PROFILE FOR STA 15100-26+69 OF SANDER SEWER SYSTFM a$, C3.4 PLAN AND PROFILE FOR STA 0+00 15+00 OF MINERAL SEWER SY STEM I l I + C3.5 PLAN AND PROFILE FOR STA 15+00 26+67 OF MINERAL SEWER SYSTEM C3.6 PLAN AND PROFILE FOR DIIRSTON SEWER SYSTEM elElaCA1p11 C4.0 ROAD SITE PLAN AND SHEET INDEX p - .n r );• x o r I Y, t �; 1 •i' �, C41 ROAD DETAIS ; r C4.2 PLAN AND PROFILE FOR STA 0+00 15+00 OF SANDERS ROAD C4.3 PLAN AND PROFILE FOR STA 15+00-26+69 OF SANDERS ROAD RECORD DRAWINGS RECORD DRAWINGS C44 PLAN AND PROFILE FOR STA 0+00-15+00 OF MINERAL_ROAD V ! i I b•. !� p a"' C4.5 PLAN AND PROFILE FOR STA 15+00-26+67 OF MINE,RAL.ROAD SHEETS C1.0--C3.8 SHEETS C4.0—05.3 I ! + d C46 PLAN AND PROFILE SHEET FOR TOOLE and CASCADE ROADS C47 PLAN AND PR(*LE SHEET FOR BROADWATFR and DLIRSTON ROADS c5o GRADING AND DRAINAGE PLAN NOVEMBER 20, 2000 SEPTEMBER 17, 2001 1."_; C5,1 STREAM/DITCH REALIGNMENT I rr C5.2 DETENTION HASIN DETAILS C5.3 STORMWATERDEIAILS n PREPARED BY: jq- -4 LEGEND - NIAIR Nl1MNElt - ;F(:TI(XJ NtIMHIR < - - I [ J. r r"-1 7 z.) A 1 oFra� �•y.�.1 �TM" 1 Clio SCAT : XXX CIO :CALL XXX F L U I D Y N E ONAVdNC.NnrAH:''!!iv DRAWING NOMRf_R ON YAIICN WHI(:H DfTAII iY lil1((I Nr 10 Tf:110N :Rl l;RINU) Scientists E n g 1 n 6 e r s I n v e n t o r s ATM& AT1EK" 25 NORTH WILLSON,SUITE F.BOZEMAN,MONTANA 59715 406-586-2289 FAX 586-2335 5 g � S o Sf k 4 IF 52 a � 1 AD or —s or or �— nr-- �— or„ or ar or .„�.. .c.r,. .. _ ., r>r n - ilk z z � ill � � « w • r • n • w } � « w ♦ r � • n a r I � « w ♦ r • n • • � _-.--.-- -- -- _--_ G� - N „ x • w M • t M t P p • It • • • it M IN • • is t M i n t IT N c Id � z F I v—lll./vvr J I I I l Y 8 -- — -- -- --'--.'__.—_.J—'—. '-- -------•-- —_-- _-- — _— -- -- -- — -- —__— --- --—--- -- -- -- -- — -- — — — -- -- -- -- lk, 3 m rtc rY- B y. 115n i �9��yyrr N bS ,bi cI w' li�l2S <p 1 Z 3- c a W tOD 50 O E00 200 300 100 1. LOCAWN OF EXISTING WATER LINES,SEWERS,TANKS,CULVFRIS i CC YONTANA PUaIC AND OTHER UTILITIES AS SHOWN ARE APPROXIMATE. CONTRACTOR 4 to SHALL BE���4PECN:WE AICACCONMS�FglR1N FDN1� SCALE 1'- 100' SHALL VERIFY THE LOCATION AND DEPTH OF THESE FACILHIf.S WM JAMIARY I9NIL AND 11E CITY OF 80�1 MCNF1Cd1117N8 TO AS NECESSARY TO MAKE.CONNECTIONS TO OR TO EXCAVATE WPM FOIN1N EMMM.MAY INN7„MUM ADDDOM ft ADJACENT TO THESE FACILITIES. THE ENGINEER MAY REQUIRE THE I t Z SPECIAL PROVISIONS TO RE 1E.CNNCAL SPECIFICATIONS --`1 CONTRACTOR TO EXPOSE EXISTING WATER AND SEWER LINES TO NN11NN:PROJECT SPECIFIC ADDODA TO 11E WM& COPES Z ESTABLISH THE EXACT LOCATION OF THESE UTILITIES. B OF 1PMg�11E CITY OF BOffl1AN MOOEICATNTNS AND TFIE _ ELECTRIC Box ADDF]DA SHALL NE mwA*FD EY TFE CONTRACTOR MI 1NE - ---. ExI5DNG STORM SEWER ® r,ABI[BOX JOB SLTE AT ALL TIES BUMS O=111 MC11M1. .scar 9Wrr PROPOSED STORM WATER W W -- 2. EXISTING U IITITIES KNOW TO BE IN THE AREA INCLUDE WATER, —n r----cs r---a r---- EXISTING IRRIGATION ® PHONE BOX N E SEWER,ELECTRIC,TELEPHONE,NATURAL CAS,CABLE.TV. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING A ---r----r--w--- PROPOSED IRRIGATION PHONF VAUI T O LOCATIONS OF UTILITY SHOWN ON PLANS AND PROFILES ARE STJITABLE MATERIAL STORAGE LOCATION WITH THE PROPERTY —�+'—�—�--0"s-- EXISTING LINE m APPROXIMATE.OTHER UIJLIIIES MAY EXIST THAT ARE NOT SHOWN OWNER,AND SHALL.COORDINATE THE USE Of STORAGE AREAS _--- -- PROPOSEDF FNCE LINE "c, UTILITY POLE ___ ON PIANS AND PROFILES, THE CONTRACTOR SHALL HAVE ALL. WITH OTHER IRADLS DL III EXISTING 6'WATER MAIN WATER UTILITIES MARKED BY THE LJIILIIY COMPANY AND/OR ONE-CALL a.W Ir F70STING 10'WATER MAIN (` 7 LOCATORS. 6, ALL AREAS DISTTIRf1ED BY CONSTRUCTION SNAIL EW RF TURNED a r cr EXISTING 17'WAtFN MAIN m PROPOSEDFI)SF:NTR MANHOI.F TO THE ORIGINAL OR UFf7FR CONDITION. DISTURSI.D SOIL.SHALL HE RESEEDED Al THE END OF THE PROACT. r r PROPOSED 8'WATER MAIN EXISTING MANIIO[. ^r or l wINC 8'STWEIt MAIN FIRE HYIITtANI 3. CONTRACIOR SHALL NOTIFY ENGINEER Of ANY DISCREPANCIES 7. CONTRACTOR RESPONISIEIIJ FOR COORDINATING CONSTRUCTION WIN Ulm PROPOSED 8'SFWFR MAIN t WIDE DIE PLANS AND THE FNCINFFR WILL PROVIDE A OTHER TRADES, REPRISENfA IIVF TOR FLUID VFRIIICARON, RIF ENGINEER IINI s CAN BE REACHED Al. 8, PI.ANS AND PROFILES FOR STORM SEWER AND THE IRRIGATION EXISTING IBC/SIDEWALK, ,¢ FTIJIDYNE INC. DIVERSION ARE PROVIDFO ON ME ROAD PLANS AND PROFILES RO'OSEII EPIC/SIDE WAI.H ---2S NORTH ME S SI111E I HIASE TINE: ' , VITA q BOIL MT.MAN, 5U971!i -- PHONF `18E+(406) -2784 _... FAX(406)586 2335 RECORD DRAWIN Y`R } l JJV O Wj� 3 FLA7 BEAD AVE s -_-_� __.--- --a-----—r_____--------—__—.---SHEET_C'_�___.._y�w__--_-___�_ -_-_-_-._-_-----__— �---_-_---- _____ 3�. - 1`, I!.x' _--. Cl2 r -•_ -- --.---.----------SS"—.--------- !' p •V d k, a, �. I ^N ' U . ,f, m `T /Nam r, r. r ", f ( '- , `�I_ISVI{d NOISiAKIBM z $ IF Eq I l_a3NOZ 6F NOOIB N n F N3N0 IN A311tlA p n kQ - 1B z �� ,{ 1 -r--I - ._ _._--•. I.3,VHd N05NIOBfIS.EM0 A971VA .._-- - ---_I - _-I`.y7 -- L a 9NOZ tF N001R-' - - -- -;--I '--'--_-- -..1 3S 1a JIOFiN10$fLS iINf1013TNn..-- - ._..--I--.._ I�j L 3SVHd NOISIAKIBRS IND k.T vA i — + i 13SVHd N011*15 ITS END A31TVA LLI 00 VHd NNO5NICIFfY, C _ t! .--.--.--. I 11Nn A3lNA --- .-- .-- - + 1 I i I I +. .t t 4' + 1 I .. _.. - - I r N I 4� -- --- _--� --- -- --- --- --- - - - - - ---� ¢ - -= - -L- - -- -- -_- f ---- �T rj Z t II US I 14 W ( p Szg. .F. I « w • J.. o n e . I ... .. • ,. .r �. o �� I I ._._ - _ -- N in IRo I p I +I c I �X z i II ya�8 I LL ad ul t I Top} o I 1-71 MA� `- Oal Imv 10, I I 1 I 11 I .� • . 1 R + LA - .I.. ( ^IN i +1 —_ _ _ __ —._ —. fi- J + ----- /qo --- ---------------------- " y _ i6 - -_a r l W S ------- -- - i ppa 1 3. t t x j �o - ---13� -- �N - s-- ® 4 --------- ----- - m<» - g J p<Z NOISIAIOBFIS ISIA A311VA NOISIAOODS IS7W A3TIVA NOISNIUDDS lS3M A3TNA �(r ice° a' ®. i icsa mw3 tl, 'j' 4 SS 'ooC�] a�Fa' uFi vl�s �� •� s1pNJ�J G " � Q Z RO cn z -- - - o I GENERAL NOTES: 1 LOCATION OF F"XISTW.WATER LINES,SEWERS TANKS,CULVERTS 7. CONTRACTOR RESPONSIBLE FOR COORDINATING CONSTRUCTION WITH AND OTHER UTILITIES AS SHOWN ARE APPROXIMATE:. CONTRACTOR OTHER TRADES" SHALL VERIFY THE LOCATION AND DEPTH(E THESE FACIIITIFS AS NECESSARY TO MAKE CONNECTIONS TO OR TO EXCAVATE B. CONTRACTOR SHAM INSTALL ADDITIONAL FITTINGS,HLOWO , 1 FTS, ■ ■j ADJACENT TO THESE FACILITIES. THE ENGINEER MAY REQUIRE THE VALVES,L:IC. AS MAY BE NECESSARY 10 ADEQUATELY FLUSH,TEST CONTRACTOR ED EXPOSE EXISTING WATER AND SE.WWR TINES TO AND DISINFECT THE WATER LINES AND FITTINCS. � n ESTABLISH THE EXACT LOCATION OF THESE UTILITIES. L 9. CONTRACTOR IS Rf.SPON5181T 1-OR MAINTAINING A WATERLINE AND 2. EXISTING UTILITIES KNOW 10 BE IN THE.AREA INCLUDE WATER, SEWFRIINE SFPARABON OF 10 FEET HORIZONTALLY EDGE ED EDGE SEWER,ELECTRIC, TELEPHONE,NATURAL GAS,CAHLF IV. AND iB INCHES VERTICALLY At CROSSINGS, ME CONTRACTOR LOCATIONS OF UTILITIES SHOWN ON PLANS AND PROVES ARE SHALL FIELD VERIFY 10.'ATIONS OF ADJACENT WATER OR SEWER APPROXIMATE.OTHER UTILITIES MAY EXIST THAT ARE NOT SHOWN I-INES 10 CONFIRM SFPARA BON HAS BEEN ME T. ON PUNS AND PROFILES. THE CONTRACTOR SHALL.HAVE ALL UTILITIES MARKED BY THE UTILITY COMPANY ANO/OR ONE CALL 10. THRUST RESTRAINT AND PIPE REDOING TO CONFORM WITH DETAILS ON I00 50 0 100 200 300 ro0 LOCATORS. SHEET C2.1 OF THE APPROVED PLANS AND SECTION 02221 MI+WSS i - /R 3. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES 11. WATER SYSTEM SHALL BE DISINFECTED ACCORDING TO AWWA C65'Z, 'CAI F 100' V Z WITH THE PLANS AND ME ENGINEER WILL PROVIDE.:A SAMPLES SHALL BE COLLECTED IN ACCORDANCE WITH AWWA REPRESENTATIVE FOR FIELD VERIFICATION. THE ENGINEER STANDARD C65I-'92. BACTERIQ_OGICAL TESTING SHAD.OF CAN BE REACHED AT: COMPLETED IN ACCORDANCE PATH CIRCULAR WOR 1,MONTANA DEPARTMENT d"ENVIRONMENIAL QUALITY,STANDARDS FOR - -- - -- -'--- -- W FLUIDYNE INC. WATER WORKS,SECTION 7.0-17 -.-_. L.EQBD ui__.____ _____ _ 25 E107EMAN, WALL SON,5lAT F 12. WATER SYSTEM SHAII.HE PRESSURE AND LEAK TESTED IN Ir FXI`LING 6 WATER MAN Lj m MORE( MT 59715 ACCORDANCE WART SECTION 02713 MPWSS,THE CITY OF BOZEMAN I ' - XI`11NO 10 WATER MAIN WATER VAT VT PHONE )5 2 7289 MODIFICATIONS TO MPWSS,AND AWWA C6(NXRO'(Y,Tt"D SEYAK MANHOLE ----'-- LAX(AO6)596 7.1.i5 r ^ F.XIti TINGON 12•WATER MAIN _-_ PROPOSED 6"WAFER MAIN V 4. ALL.NORI(SHALL BE DONE ACCORDING i0 MONTANA PUBLIC 13. CONTRACTOR SHALL PREPARE FOR TAPPING EXISTING WATER •'�: - I'ROPOSEO 8"WATER MAIN EXIS TING MANHOF MAN BY INSTALLING TAPPING SLFEVF ANII VAI Vt. CITY O WORKS STANDARD SPECIFICATIONS B07EMA,FOURTH EDITION, BOZEMAN PFR';ONNFI WAIT PERFORM TAPPING EXISTING 8"SI.W{F MAIN JANUARI'1996.AND THE CITY O BOZEl1AN MODIFICATIONS TO }� FIRE HYORAN� � � w MPWS%FOUR IH EDITION,MAY 1997.INCLUDING ADDENDUM No. PROPOSED 6"SEVF_R MAIN I.SPECIAL PROVISIONS TO THE TECIINICA.SPECIFICATIONS IN. ALL PIPING AND VAI VFS WRAPPED IN N MIL POLYETHYLENE — .... .-__ __..._ 7, INCLUDE PROJECT SPECIFIC ADDENDA TO THE MPWSS, COPIES MAP OF MPWSS.THE CITY OF B07FMAN MODIFICATIONS AND THE 15. BRASS CONDUCTIVEVI Df,15 INSTALLED ON ALL JOINTS AND ADDENDA SHAIL HE MAINTAINED BY THE CONTRACTOR ON THE JOB SITE AT ALL TIMES WRING CONSTRUCTION. LIMNCS,A MINIMUM Of THREE PER JONT 16. VAIVFS AND FITTINGS INSTALLED ACCORDING TO IHRUST BLOCK 5. CONIHACIOIR SHALL BE RESPONSIBLE FOR ARRANGING A DUAL PROVIDED IN IM-CITY O BOZEMAN MODIFICATIONS TO SUITABLE MATERIA STORAGE LOCATION WITH THE:PROPERLY MPW55 DEN OWNER,AND SHALL COORDINATE THE USE d STORAGI:ARkAS '�--TA-� WITH OTHER TRADES. 17. VERTICAL DATUM IS CITY OF BOZEMAN DATUM ESIABIISHED BY O• I MORRISON MAERLE AT FIRE HYDRANT LOCATED NORTHEAST Of I I, 6. Al AREAS DISTURBED BY CONSTRUCTION SHALL HE RL11IRNEO THE INTRSICBON OF WEST BABCOCK AND FERGUSON TO THE ORIGINAL.OR BETTER CONDITION. RECORD DRA t1C1A�i`��°`. WIN A 9 I C I D I E I F I G I• - `r' CXIS IINt Si KI L' ',1➢Ti ACI 1' SUBGRADE OR GROUND SURFACE_ A WATER MAIN-- a it ,yv^�,\J SEWER FR I - 3' OM ,, R1i FROM PROPI RIY IINEF V� BACK SLOPE.AS REWIRED -- TOE'BACK CURB CONFORM TO OSHA REGULATIONS. _ / VENfICAI TRENCH WALLS - 9`� .... N7iH SHORING i0 CONFORM E NOIF_1 BELOW __— f_I _ - MUELLER SUPFR CENTURION TO OSHA REGULATION;. - 25O S-WAY A 4?3 FIRE SEE NOTE.i BELOW ----��--! HYDRANT WITH 11 INLI.1 PUMPER N07ZLL TO FACE STREET 10•MIN. FLE VATION 0.2'ABOVE JOP OF CURB CPAOf ~ --- -- --- -- -- --_--_-- '1 MIN.4'-0"CLEAR All PC'A" BENCH BACKFILL --------------- AROUND(TREES,HFDGE S, ; �• BUSHES,FTC.) PARALLEL AW tQLMjN1- J 1 FINISH GRADE - •i C� ' 0tl�, - wv'vy YWt. - -- -- - ErvnRnn, DORY) t/2 j ---_PIPE-UEDIING IMPORTED 3/4' MINUS TYPE 1 BIDDING MATERIAL - � ..,,i AS PER CITY OF BOZEMAN ---- IHRfI PIk:CF.CAST - - o MODIFICATIONS TO MPWSS N III Rf VALVE BOX - � � � PLACED IN 6"MAX LIFTS h Lu _ _ _ _._ _--.-1 �"'C T M COMPACTI-D O 65X DENSITY; '- ER 6660 SERIES .� -� - I - - - _ -�- I I ACCORDING TO AASHTO 1-99 O - 011 27 PPE TYPICAL PiPELINF I MIN.6.V COVER ( s - - - TWE 2 FEEL BEDDING RLOUIRFD FOR F: D TRENCH DETAL 6"MUELLER A2360-- a' .-PIPE m PIP( -- -- ---.-I - -, .f - 3 P III((( SOF1 OR UNSTABLE`FOUNDATION.TYPE (D RESILIENT WEDGE GATE -- C2..0 CAI i: 3/4" - `v`- t I PIPE DI LADING RFOl11RES CEOTE%iILF_ '^ VALVE.w/M.J.X F1 FNn.`, T •,-_ ) I I FAHRIC BETWEEN TRENCH MATESIDLRIAL PIA E o� IMPOIt RU BIDDING MAI[RIAL.PLACED X LIFTS& PACTED TO CLASS 51 ,7>S % - - - _. - - .. t•rr ; r I NSTTYAACCORDING TOM AASHTO T-9X a .. DUCTILE IRON PIPE /`� /�. `°4-�il�E �'i ... � ___-. DEPTH VARIES BUT MUST F%h ND 10 yl I ---3/4"MINUS WASIIFO GRAVT t ' •,r '•" � SUITABLE BASF MATERIAL PAID FOR (•^' -' 7s ��' PLACED 1'ON AT SIDES OF - -- AS A SFPARATE BID ITEM AS HYDRANT,6'ABOVE.HYDRANT. - OUTUNfD IN SECT N 01230 MPWSS. 1/2 CUBIC YARD MIN. m Z 1 AAIESSFV.RI'RAf10N-N21ES. INRFE PI CAST _ I. "L"IS A STANDARD LENGTH OF PIPE AS SUPPLIED BY A PIPE MANI.11 AC IPRER. / IRON VALVE BOX t 5N ONS O >sI Ns�I caN ia[rcnQN Ko n s L. 4 --- UNDISTURBED EARTH 6660 SERIES 1.SE 0 A C _TRUCTION STANDARDS FOR EXCAVATION t :✓ 2.ADFOUATE STRUCTURAL SUPPORT FOR PIPES AT CROSSINGS SHALT ill PROVIUI U. i 8'MUELLER fT2360 m CONCRETE REFUSE BLOCK. r RESILIENT WFL(',E GATE C LL. .-- / B SOFT MIN BEARING AREA ( VALVE W/M.J. X F1.ENDS Lu '\ R"X 6"M,I RI ,� ON VERTICAL.WALL TO RE A HYDRANT WEEP HOLES / A1E. ANIC LI SHALL BF CONCRFIC THRUST BLOCK TO REMAIN UNOBSTRUCTED. / MECTIF.RODS I,RFVLRY NTH i7S _---- -_ ._- _ - _ �"TIE.RODS IN EVERY OTHER � r� N H(N i HIX f CONCRETE BE BLOCK 1 tl4IE5: e J a MINIMUM 1'X 2'%6" WATER AND --- I 1 POLYETHYLINE ENCASEMENT ON All.DUCTILE IRON PIPE f' N AND FITTING. A:'SPENFIED. A TYPICAL Fm HYDmw T10N REBAR ANCHOR SEWER SEPARA RR��.14 A� C20 ;i Al 1 S/4" 1' C2.0 `.L'.N I i = - ) COOATING NTH 2. USED 'DUCTILEFIITUGS'T OR D INS All EQUAL MAY HE u USED TO FACILITATE THE ROD INSTMIADON RFBAR AN(:NOP � � In ttDPI.`MID HI"IMINOU` -ENCT.OSU WATER FINE NTH ,COATING(I.'; \\ / 16'MIN 1 (' POLYETHYLENE ENCASEMENT SEWER SEWER _ BACKFILL WIRI TYPE _ BACKFILL WITH TYPE I BEDDING MATERIAL -:,-BEDDING MATERIAL 1 n , ,mr [Xrnvn now RFBAR ANCHOR `C \'•/ \ MUFFLER TY%R'1-1-304 ;X11,10 140N PIP[ 45 A 1 LDOWS 8 RFOIIIRFD k Y EL TAPPING SLEEVE v V ORICHIEVE ARAILON AS kEOUIREl1 ,..' '"` NF.IOW SF1ffR v CONCRETE 1HRUS T BLOCK , - �� ,Y X]'BASAL AREA ! ,"k: _ CONCRE.IE THRUSI BIOCK(AS • - c '.�. �. -R f GLASS 51 PER MPW STANDARD URAVANG T 111 'A7 CONCRETE ANCHORS DUCTILE IRON PIPF REUUGLR �- — "I CONCRETE THRUST BLOCK(AS INCLOSE WATER LINE WITH Q PER MPW STANDARD DRAWNC. fZ-- VALVE ':4`;ELBOW'-AS REQUIRED bLYETHVLENE ENCASEMENT KI..IP CONCRC It CLEAR TO A(:HIFVF 18'MIN 02713-1) //••�� O( PIPE AANTf.(TYP) CONCRETI..10WPS1 VERTICAL SE:PARATIOK 0 `L (� CONE BELOW SEWER 22 TYPICAL 12'X 8' WATER MAIN CROSSING E TAPPING SLEEVE F BELOW SEWER MAN nP -` CIO SCALL. .i/4" - 1' C2.0 / Q SCALE: 3/4" 1' I Q — I C 0 5'- t. I - - �y (IVIED SIDEWALK 2 i AU-ILL AI IN 9:r ACI'i ALL HEARING SURFACES MU;I M AI IJ.�i MUST 0E AGAINST tINUI.`•TURNI ',ROUND UNDISTURBED CRO11Nn B (Im) (TYE) 1�.__-_ VALVE TYPCCAI THRUST MIN n,s'cov K 3 '. 4 V)O P',l BALL VALVE UkAS-CORPORATION STOP, .'i LONG,PAINTED BLUE 5- Q BLOCK INSTALL A(ION /� � i ;TEFL Post MARKER C2.0 SCALE: 3/4" WITH CC TAP AND I Hl1RPD 3' COCII'Rf S1I(1N CIXIPI INC, ' W MJI 1 I h HI O.SR7 1 1/1'"UUSHING c UI1D HOX - u WATER MA N N HfWM WATER MAN VALVES 1 - RAIDAIDOIB�1lPo111NWIQf�OCIW10 _. IEIQi SOCK O�BW 3/4' IYPF K ANNEALED COPPER SERVICE. w MRN nI'n;l- PI,IwN HAY, Q, � 0 d r PIPE CONFORMING TO AWWA CHOI)REQUIREMENTS v XII.N`;ON AND :A ROD IfB A RLCS BO'9Km16'9FtX�a W11.h n, EIID AB VN.M' 1°0 MRF ADEII INTO CURB.,fIX •• �- FI11e19 A B A R sill, A B C A B A B C A B C A III C SITS A B A B jj r 4' Y--Y 1'-Y I'9' 1'-e" 1'!' 0'10 1 Y 0'-e' I/Y Il d9' ?-0' 4'0' ?'-0' f-0' Y-0' ?'0' T-0 Y-? ?-D' Y-W T-W Y-0' Y-r 1,—tor 1'-Y 1'Y 0'10' 1/2' to' 7 0' ?'-0' Y-W Y-e' 1-0' Y-0' .Y-Ir .f-r Y-e' 1-0' -1---•-- •,1; Y-C Y-e' 1-Y 7d Y 5' Y_P C-9' 1'C 1/2, 12' ?'-Y Y-tr 1'-,W 1-0' 1-0' ?'-C Y 5' s 0' S-o' e'-S 1-0' Y-1r s'-P 1..0' 1-0' 1-0' Y-Y Y-?' 1'-11' 1' 11• Y-Y V-11 Y-Ir .t-5 Y-0' 3'-0' 4'-e• s..o' 1-W 4'0- 4'W 4'o' 4`11" 4`11" V-S / tY 4'D• Y-ID' 4'-B' e'-B' S C S ?Y- Y Y-Y 1 11" lo- 3'S Y o' Y-o' f C 1-Cr Y-W 4'-1• a 0' 4--W b'n• e'V 4'-W C 1' e'-IP e'.o' UNDISTURBED EARTH PI UG 1P 4'-9' S'-b• Y-5' ?'--5' 1 1/4' te' 1,Ir S S Y-o' V-Y Y Y 3'o' `i-r a m e�o' e'C a•o• e'o• V-91 5'0' 5 C � '----3/4"HALLIIVF CURD',TOP WITH MINNEAPOLI$ 1 t/e• zt c-e• c o' 4'-0' a-b' a o' e'o' e'e' s S s Y 5'-Y r b• r-or r-or r-o• e'-o' - WATER-SERVICE-CONNNEC1ON NOTj S:_ S1YLE PATTERN SCREW FLUX MOUNT AND COMPRLSSION WATER MAIN COUPLING,BORE FINDS. THRUST HI OCJ(IQg$; N01k� 1. WATER SERVICE LINES SHALL HAVE A MINIMUM 6 1/2 FDOT COVER MEASURED FROM . I. WRAP ALL FITTINGS IN POLYETHY.FNE, 1 PRESSURES SHOWN ABOVE ARE MAXIMUM WORKING PRESSURES IN SYSIEM THE EXISTING GROUND SURFACE,EXCEPT E LINES COVER SNAIL10A I MEASURED FROM PIPE BEDDING C.FNTER LINE STREET GRADE NHEN SERVICE LINES ARE TO n S712FF'T SIDE WHICH HAS "~mA }R. 2.r0A1 RODS WITH"KOPPE.RS'BITUAIASTIC N°,50 COAIINC OR EQUAL. AN UPHILL SLOPL. WATER SERVICE IINES'HAII HAVE A MAXIMUM 7 1 2 FOOT COVER UNLESS OTH TghR 2. All ES OYHERWISE SPECIFIED. DUCTILE IRON CLASS 350 WHN MECHANICAL JOINTS. 3.EHREIST BLOCKING AND ANCHORS ART REQUIRED ON AE_. VAI VES USING - 3/4'BRON7E,FIAT,DOUBLE AT CURB STOP. / 150 PSI WORKING PRESSURE STRAP, SERVICE SADDLE WITH \1 1 3.THRUST BLOCK SIZES ARE.BASED ON 150 P51(f030 Npa1 MNN PRESSURE. q BOITS ON FIFFINGS TO REMAIN UNOBSTRUCTED. TYPI�.AL WATi�I NF DONE FIT GASKETS AND 7.WATER SERVICE i.INFS SHALL.13E 1N_;IALI FU YA IF_RE SI10VM ON THE DRAWINGS lIi AS SPF C+f-TEAL AND 2000 P5F(9800 kg/In')SOIL BEARI .SSIIRE. NOTIFY CORPORATION STOP IHII l) ENGINEER If THESE CONDITIONS VARY. 5.WRAP All FITTINGS INPOI.YEBLYLENL' G. SERVICE CONNECTION 3. BEDDING SHALL BE I"DIAL MAXIMUM WITHIN W IX SLRVICL PPE. ;I H/] 4,BOI TS ON FITDNGS TO REMAIN UNOHS FRUC It II C" YCAL[_: 3/4" - V 4.DETAIL.BASED ON POORE(12718 7 OF PROPOSED CITY OF B07EMAN I MODIFICATIONS TO MPWSS. RECORD DRAWING w N W a � _ �' — " -- -- _ _ _ — — -- — -- -- — -- -- -- -- -- ED —ar— —ari...'_}O— —we—re— --w—w—_ —wo.-_wo— _-w__.-o ro—f7—iln_ wo—�w--so.- an—rn— iw—s�—a-ii� -{--. L-)pi.—..lb wJ—/III—..� .fiJ-7i—'lYa� -=w�- ]e'—�--�ri= e�=.f+r-i"'y!r.s, an.--ww--._ asn.,.�a.,--��>--mrr,--sln-•- LL a O[ • 5 a C—. t .- N M R Y l[f t0 h a0 W .-W N M Q O (O I� ID b m V� 71 i • • i + .O- wr _— N _ —_rs i N _ _+- — —i— mmm '_ C-D CD m SANDERS, NN _ — i'r?o r wr + rr �mCyau Fv��LL�na S2 eo- M O S Z s4p4 i 4 co co U-) (� 00 m Ion ISO 200 y'r 41, 3 fivQI r�yY�•oar.II�I o�'pFz2, \.- �ZIR��i asaahN�'_:_FrZm�Z�mt�a+.Hm0.aY OHQ� O<�NQN.TannN6AL SCALE;a+xaNrT'' -5 0' VEI'.we`RI_,nuvrv.C�. �l"03A' L-SCALE CALE T3u�n rr-••-TTTtt11?11�� 5-' LL�va,- ,•+-rcmO��e ,a ov�a'I >2 ^ tE I I IIhh WF AATfEk-'-_ — '. _ fI :II _^Z , a + +o Y2222L-1. l ---1 _LU S{!tCO)11H0 .��RI VI R UN 0P lio 92 CO 4/70 4160 _ .. -. _y.._ yU Z � �b� r•i � ,"Y � rl Y 72aF. N Y O � rn � m � im'w ' x Sv`IaI---- ti---- z� i- z�4o- ---- x - a �n N �� v w ex� ,� n rrT ✓� u,°r�l '� v gng �- ^p�p 'n�i rv'8-;,�( . 3 '� ` �ti h v :^` v� �� +� �� a e . yIII I it 475-00 a +¢a n r. e a � Qal�v aajX a� a + • I� - m v. 'r - '�v 1+ v� --_-._---__-..._ _ -.-.-. _ -_ - -- --' —..._-_._—__v �=.m fn.r._I---- -- -- ------ ------- - - - ---._ —.--__ ...--__.. ._ ._-..._.._ __.._. .--- -- t r c aa!! r $ 0+00 1F00 '400 3+00 1+p0 5+00 6+00 7+00 8+00 9+00 10+00 11-+00 12+00 !3+00 14+00 1.1+00 RECORD DRAMNq C~N c) w.0 w cn E -r rr a- m CCT�,� i'�1 A v � vFio uFiw Rz � E� o' T X • 4 _ -- + ► + V. SAD + I - I + I + - _ +_ _ } _ r r -- r r —r r r r r r w -- ---• -- --- --- - -_ Q 1(� c v°fi <m N $2 $2 Ir m Rm i 4 r ads e LL W N � _I LL N M v U dD Il co (� 0 �F s J ;.1! m m �� OUJ o su IW iso zoo ti777,'- 50' a 3 H 50' 5'ORQONTAL SCALE 1" VERTICAL SCALE 1 I i I j rrl a : : 4 NO ii 080 - _f WA1Ek UNE`, — W a - MIN 5.5 COVER OVER ' — S 4760 +- � - - -- --- -- - - - -- 92 e'•ass s a --- -- zLm 4770 0 a 0Z�o = z w I i � �. N L --- i CN, T-m °' v,, _._, O I U W - - ___.._ ._ _ .._--_1 .. __.-____ - - .-__.-_ _- _.._._ A �1 d... -- .l_- -'^ pN -- -- _ _ — IS+np 16+00 17+00 1N+nn 19+n0 10400 21+On 22+n0 2:Si nn 7t+00 25+00 26+00 RECORD DRAWN CA i m W `� O00 L •— N M tnO (ID f� 00 m _._..___.-__ _.. __ - __ ._ --_.__.._ .. _...__— y -QD -- qF,-RAf r •r rr rr r rr r — r' rr r •r a- r m r =, F a L oN N s - Q m a b N M v LO Q (IDn o0 0, --------- -- -------- -- -- -- -------- -- -- --'--'--'-- -- -- -- -- -- -- -- -- - - -- -- -- --_-:--__-- --:- -- --_-- -- ----- - -- -- --'- -- 4 — — -- -- -- --"--- �, g • r N w LL �_ U) � Q Q ul = = - LL IL a_ � m C 50 25 0 50 tat 1SIJ �c>n ¢ u 06 HORROM'AL SCALE 1' 50' VERTICALSCALE 1' 5' -- ----- - .. Epp -� = Gan) 3 4790 CD 4780 m J ---.__� � ' t i I fi r I - 4 - -- x 18 1 _ 1 ... ". _- Cn Pu x I,1� 4760 rN MAR 0• -- _..... ." n,, � W SS 5 D.1,PIPE. —..._ �i z z N y r W u1 L� 475D r <y ! I l)8 �. � <n:) n r<, r7� '7` n� Y Q Y Icy♦}p MU � �� _ Y II" wf I a - ao o o ao F � --s+. - ftt �7I.5.00 -_. ___.. N,� _-- $ -- -�$ -,♦ o ry Y a ^n a� v� <+, +� ♦� 7nY'� r.� .i �l'� �� v� +�F, ,r�g I`��`° o� a� a� �,� �r�� v� �� �� a� <i� i ny�) z r — 0+00-- � - - -v 00 -- 9,400 ----._ --s+ao - --4+00 —— 54 DO 6+00 7+00 8+00 4+00 10,00 --- - --1100 - --- -1200 - —134 a 41 nn --15+oo~ ;I I RECORD DRAW ,.t.t C E F s I ` 0 1 a o00 I CL M I mm LD rr u� O Z � - - - -+- �' l MEPA A VF' a- -a o 0 0 0 I \ + I I 1 I f I I + + Lo N W nN c� in N C13 "It In O 40 h ao a1 r J2 F I rc s o I� + 31 1 <� IdILI Q i A 4 a I W W W tio ----.-trb 150 200 CL u Z pp � N O HORIZONTAL SCALE 1" -50' VERTICAL SCALE 1' = 5'14 m 4780 v � � ay p _ —- GfE0UNE1WAiE lAP1.E` _. _ p j NIN _WAffR 4770 ... .._. - _.__ _- i. - --_ __. _ Q 2 f - ----- ---- CD IE 4/60 i t � � 3 --{ t } c iv 6 m _ w m U " ` �j p�; bl � �S � bl >n `� �� N F�c, N � x I✓ m m I ' 4750 yNuu>a Non+ +, + + m + `�+ �n )4, rvvy, N tar; rv+ v�<��-'' ♦N<�NF ._...__ 1 o. r v 75+00 16 HN1 17+00 19400 19+00 20+00 --- 21+00 -�---�-- -----22+00 23+00 24+00 -- 25+00 26+00 �/CENS_Ev- RECORD DRAWN "- G 5 I I " 61 1 ------ — _ ------ i I 9 8 iI i i 9 LLJ i i 9 18 9 I I I I I I c I HA:;IN BASIN 2 . • O - --- - - s - - -- �nr—_ _ I _— _-- —_� O O y rr rr CD 1 Tm, �OLL ST JL T O _�qGISCAD .S' �h'F,F,I _ PHASE 1 i I --- PHASE 1 PHASE 2 _ t_ - - ___.- —_-- - _ -__._ PHASE PHASE 2 `J Q I END PNASE_ TA--F+Y4�A7 ENU PHAY-1-WA ` +6,e 59 EN PHA_f t- 1a+44.a1 END PHA$_2-� [ PHASE 2 I 1 MPROVEMEN r PLI10 AND IMPROVE MENTS 4N57Ai{1UG A PHASE 2 PHASE 3 I I ATER IMPR STALL WA IkR IMPlj09ElA(dtT$-INSTALL i0 SOUTH--- AMRHSTBLOCK 10 WJ1HH_-- I I AN1r7HRU 'TA_,-- LW6-AND 1HRUS1 NU6M-i9_ / TH E SOUTH 4 [ u I 1 ,,I 1 � 1 .78 ENO 1'HASE1 - 1 1 & I I TA 15+56.72 EN PHASE 2 _ - Sll�15+56 72 END PHASE 2 "' y PROVEME 40'tl"0 S y R-Na0@-/H FND PI{ASL_LSEWER I _ 40" f MYkOVf.MEk�tS->N .40'tlY I I I SEWER IS-Nf3TA.L 1C i I xrPGc ANo rLuc YO SEk311{ I I TT Yw 3D I I r as rv�ANu mfc _ —_____ ___- ___ a o u�R-i PGC AN -To tm�c-74 f ,� N u 1 I _. _ _ - ------ ---—------ IQ1 �i L HORIZONTAL SCALE 1` =50' VERTICAL SCALE 1" =5' HORIZONTAL SCALE 1' =50' a_ LL, ,u VERTICAL SCALE 1' - 5' — I i I _ 0.74%I -0.5Dx y ,I I fMy.._s`R , i 44' op MAINTAIN OINEf'•'f 1 'MAMITNN 18 MIN 6.5' VLR OVER AU WATER IN I ii, I MAINTAI 18 SEER OVER ALP WATER LINES � g ;MIN SEPARATI 4770 ._. ;-.. --— _ 'MIN SE ARATI .....___-.—_... ..MIN 6.5. I a�srr f R i � '. cuss 51 o.I.P1PI. N z a I coQ VJ Z — d 4 nT` O 2 a1n L"i zf 7 Qi N16 3 Zn1 co DATUM&9V .. . _ "a __ DATUM A'LF,V _..._ .. "1' -----____ ®._._. _. G+ - ___.__._... 4760.OD _ 4750 0(1 n S L.... .�. ~ 1 I •� m cw __ v v NN fi 6 Obi + ; +b �_Y19++m �- A � ___.—_ _.._ _ —. __ r� u m O n' - ---1+00 2+00 3+00 4+00 S+fKI 6+00 r r O 0+00 1+00 24W 3100 4+00 5+00 6+00 0+00 � ) \,/am\ 50 75 0 50 100 ISO _ W nT SGALE. 1'.-- !iO' m NOTE: �\ � LOCATION Of EXISTING UTILRY CROV.-ANGS ARF APPROXIMATE. OTHER UTILIT 'IIES MAY BE PRESI?J1 IN ME AREA. CONTRACTOR SHAIi HAVE ALL z U UOLIES LOCATED AND MARKLO PRIOR TO CONSIL•'.UCIION ; 1 SON AHq O RECORD DRAWNG A g C D E F G 5 I I 9 9 18 i 9 I I RE MOVE l.XI51INC PtUC AND HEPLACk. TAROT BLOCK R'IAI: 8`x V S C- C... _- .• ____ rr _ ---0 e O. a .� �r.JYl rl� REMOVk t.%ISIINf,ti'%ti' IkE WITH THREW BLOCK TO NORTI L)o TING 6`GALE VALVE MJ RF DUO R. O �— O I _ � ^- -- O - O I I INSTALL B' ILE _ ---- ----- --� _'-- - _ ..--- �- --. _'+T �- F_}`r'_"�� — RE Pi AC[ I I -�.,, �z —_^ / 7']j \ Q -EXIS RNG 6 11T <7 r. EXISTING 6`GATE VALVE - I N I 1�-D/1/ L�. --- I I 6 + 1 i � µ -- .: - - -- -- u EXISIrn DNC 10"%6`TEF � -�.- I,' A�uoN Cxl-LING _�.._I. WITH PLUG AND THRUST I �: I 6`D.I.PIPE..... _...__.__� _- ___ _...._..._.. " I " r s_ _. I DIA(1K TO NOR Pi .)OSTING X 6`TEE M Ptk1R I I � w lE' AND THRUST BLOCK I i INSTALL 6`TEE WTF PILE AND ! � jUN.TVIH PWG ANL PIRUST BLOCKTFRUSI BLOCK TO SOUTH Nr: N 6`0!: PIPE t0 PROPERTY (iI jI .__..____ INSTALL 90-FTTING O' N > " J I ! I I I I ,'• I R F- N -. 'CALF 1 = -A, 41 8�s 3 HORIZONTAL SCALE 1' -50' HORIZONTAL SCALE 1'=50' _ca a.,.-- VERTICAL SCALE 1' 6 VERTICAL SCALE 1" =5' a i N;_.:uRlnit _j4. fA _. �FrMSFED.ISVikFACF. _ - EX N(OF ROAt)BXCAVAIIUN Roan tt - i0 GRANGE SLXE) J ( a�OCxcAVAIR�C_ c�FA t x it I I I k.)OSTING.fl♦ I.I. - I _-_- -- - <7A0 ( OL.P1F'u: r,VTR OVER ALL(WATI R-.�AVT.`s_I -..I.- .. "'INd(.m 0.1.t IPk f .___ _ _. t, "«( z r.. � �c �2 v Al"IIH(, 4 N1N 6 5. - _ _ _ i j- I 6 6 D.1.P11(t I I Z I51 .I PIPE ¢AT(/N SLA'V w a 1 47uo.oo V) -,I� I 1 r Y - W �� Z DATUL ELF17 47M..00 c y1�. K I - -- - - -- --- -- -- yqt rj Y n i rnn . F=O7 i to cwi + ��'I�.__ : `"� `...� •O� _.�-_.- A i u, of N `"^ '`:I o x4 O+OU 1100 9+-0G 3400 4+(10 5+00 6+00 y F e y13 W ran m 4. .. Nih � 1 , f•!'1f U00 71.00 4100 S1(10 C.,tAi NolfpNTq y 1 I(XIAIION OI 1 1-XISIM, P111Y(ROSSINCS ARf. AP'>RO'XMA11 OTI�.ER AY � !LIPL M 17i N'SENI IN (HE AH[P ON1kACf�h WALL NAVE AI_E ( liUiJ L,ICATED AND MARKED PRIOR I; r)NSTP.UCiION. � 30�1 RECORD DRAW �a1 ' G L� 5 u_cn g a FlAT1LFd Ate— - --- °.. se'----- ...--_. a^__,- __.___—.__F`^••--_—_�s}_-__—-..u°••.. _ ___..__. .__�°••...... -_;_ ®'____--_-..cs a---- .�lQ rs e•—._ rs a -,_L._._- � _ _....-._ ..___ vSI$f C32 ®------------ .._ n'- 5 — 9FEEf r - ----- ----------- -------------------------------------------------- ----------------------------------------------- ------- ,-------- --- -------- ---- ----------- ------------ _ -}ia �e� =TIT' >ke_. _� -sr— arc ie_ — �o• a —.e �o I > m e I 3 U. L +00 to )or � _ I 9 or- - — -- - ® • z + + I a I � + 4 �j I IL _____—_____—________-________ -0 RSR N I , I.. J pm R1 y — 1}}}1 l � 1 N m ---�E--- a^—00111 st $ b __+_....—F':- —+n .+. .. m r --+-- 'ffi -- .+iFt-- a"+— —L I g I I II><g pc7 + F T_ _ <, yRd _ I ---_.---- 1 1 1 'W+LO --_1— -- -- -- -- -- -- ---- -- -- -- -- — -- —._..�— ----- --._ERav1FQAF ..41T-.--------- _L...___.— -- --- -- -- --- --- -- -- '-- -- --•— -- — -- ------------- — 1 3 �. OOH-0 IN r -I- E10+0 z _ 1� � - NI pp ,. O co GENERAL NOTES: - _ UCI R T__ - �1 LOCATION OF EXISTING WATER LINLS,SLWLHS TANKS.CULVERTS 5. CON RRAC FOR SHALL BE RESPONSIBLE FOR ARRANGING A AND OTHER DELORES AS SHOWN ARE APPROXIMATE. CONTRACTOR SUITABLE MATERIAL STORAGE LOCATION WITH THU PROPIRTY 100 50 0 100 2TIC .iN' 400 SHALL VERIFY THE I.O;ATON AND DEPTH R% I"ES1 E'ACII IDES OWNER,AND SHALL COORDINATE THE USE OF STORAGE AREAS - -- - - - '- 2 AS NECESSARY TO MAKE CONNECTIONS TO OR TO EXCAVATE WITH OEHI_R TRADES. -- - -- --- ADJACENi TO THESE FACILITIES. THE ENGINEER MAY REQUIRE THE 6. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RETURNED SCALE 1'- 100' CONTR ISO T TO EXPOSE EXISTING I WATER AND`..1.WA H LINOS 10 10 THE ORIGINAL OR BETTER CONODON. O � ESTAHLISI TTIIHE EXACT LOCATION O 1HFS:UTIII LIES 2 SEWEMSTR,ELECTRIC. KNOW 1N BF:IN DIE AREA INCLCABLE UI WA1L.R, 7. CONTRACTOR RESPONSIBLE FOR COORDINATING CONSTRUCTION WITH SOWER.EIECIRIC. TELEPHONE.niOWN ON fPRAL GAS,LROFI TV. OTHER NADI& I OCATI(WS OF UBLITY SHOYM ON FLANS AND PHOII FS ARE � - _- �� ` "'� --- -----------. APPROXIMATE.OTHER UTILITIES MAY F-XIST IHAI ARF NOT SHOWN ON PLANS AND PROFILIS, THE CONTRACIOR:,HALL HAVE All A. SEWER SHALT BE AIR TESTED IN ACCORDANCE WITH SECTION 02122 � ELECTRIC BU UTIIIES MARKED k1Y TLF U11LIlY COMPANY AND/OR ONE CAI I OF CITY OF ROZEMAN.AOUIFICA11ONS 10 MPWSS. MANHOLES SHALL. - EXISTING.FORM SEWER X I OCA FORS. -- - - PROPOSk.O STORM WATER ® CARLF BOX 1 v RE LEAK TESTED IN ACCORDANCE.WITH%CBON 02122 OF THE:CITY � EXISTING IRRIGATION B PHONE BOX OF H02FMAN MODIFICATION TO MPWSS. .w PROPOSED IRRIGA IION PHONE VAULT W O --S. CONTRACTOR SHALL.NOTEY ENGINEER OF ANY UI;iC.HEPANCIFS I YA1H THE PLANS AND THE [NpNEFR WILL PROVIDE A ��-AR—or—� - -� F.XIS LING GAS IINF REPRFSFNTAIIVL FOR HELD VFRIFICATION, THL ENGINEER 9. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A WATER LINE AND �e - ---w- � PROPOSFD FENCE IJNI ,ti, UTILITY POLL CAN HE RFACHEIT AT, SEWER SEPARATION OF 10 FEET HORIZONIALI.Y EDGE TO EDGE IXISIINC 6'WATER MAIN FLUIDYNE INC. AND 18 INCHES VERTICALLY AT CROSSINGS. THk CONTRACTOR I - - I XISHNG 10'WAIIR MAIN WATER VAIK m 25 NORTH WAIISON,SUITE F SHALL FIELD VERIFY LOCATIONS OF ADJACENT WATER OR SEWER PROPOSED SEWER MANHOLE —--'- - BOZEMAN.MT, b9715 IINES TO CONFIRM SEPARATION HAS BEEN MET. F_ASIINC 12'WADI?NAIN O PHONE (4lM)59fi-2289 I 10.VERTICAL DATUM IS CITY O BOZEMAN DATUM ESFABUSHEO By LASIN CU A'WATER MAW ® EXISTING MANHOLE ^ FAX(406)5N6 2335 MORRISON-MAILRLC AT FIRE HYDRANT LOCATED NORTHFAST OF THE I -- --rs° --- - - EXISTING A'IF WF"R MAW rr FIRE HYDRANT �•' 4 ALE WORK SHALL HE:DOME ACCORDING TO MONTANA PUBLIC. INTERSECTION O WEST BABCOCK AND FERGUSON -S3°�— ----- PROPO:.A'SEWER MAW WORKS SIANDARII SPECIFICATIONS(MPWSS),FOURTH EDITION, I- -.-.-- ROF'ERTY UNF: ? ` J JANUARY 1996.AND THE CITY OF BOZEMAN MODIFICATIONS TO I MPWSS,ICURI H EIIIION,MAY 1941.INCLLUONG ADDENDUM N, f` PROPOSED IHTFI 9DCWAIK ` 1.SPECIAL PROVISIONS TO FHE TFCHNICAI.SPECIFICATIONS - PROPOSED iBC/SIDEWALK INCLUDE-PROJECT SPECIFIC ADDENDA TO THE MPWSS. COPIES OF MPW'SS, THE CITY OF DOZEMAN MOIf ICATIgNS AND 114E ----- ADDENDA SHALL BE MAWTAINED HY DLI CONTRACTOR ON THE _.._..___....._—_-..._ ..___..... JOLI SIL AT ALL_1I1/ES WRING CONSIRUCTIDMI- �pNTAp rI:Ra - 11rar.E>r ' ►-ie-Alb RECORD DRAVHlN F_ A IB G 41 TYPICAL SEWER INSULATION DETAIL SEWER SERVICE SIDE WA{a R!„ GROUND SURFACE ; A FOR ALL COVER LESS THAN 4' C CONNECTION DETAIL -- _ 03.1 d'AII /4" I C3.1 ';(All. 3/4"=1 - 1 COMPACTED BACKFILI <� IQf'_Vll_W 5 - 1HENC11 WAIL v 1YPF.A HAq(flLl `i " .MIN 2•TYPE 1 SELECT REDOING B"X 4'ASTM SDR 35 GASKEI WYE �i K _ 1 $LOPE 1/4'PER FOOT MINIMUM T X'2"WOOD MARKER < A11 25 psi EXTRUDED 4"ASTM 3034 SI1R 35 PVC FITTING 1/2"PER FOOT MAXIMUM ���VVVrrr c OVTR IN' I I::IAASHTO AS REWRED 4'ASTM 3034 SDR 35 __—__ - 'T ^^' ,M230-70) 45'ELBOW,CASKETTED..... . - �- H I N1;111 MINIMUM �- --- - [ FXIENLI INSULABON TO TRENCH BOTTOM i /- 4'ASTM 3034 SUK3S PVC r�r PI116UJ 8'ASTM 3034 - .WITH f,A`.IKL I / SEWER S7RVICE SOi 35 SEWER MAIN.... / SLOPE 1/4'PER FOOT MINIMUM O i 7 Pt FOOT MAXIMUM / 8 X 4 ASTM 3034 SOR 35 MAINTAIN 1tl'CLEARANCE OVER � I IDpM1G IMPORTED.T 4' � /" \ IT 1 REDOING MATERIAI '- - - -'' GASI(ET iFD VM FITTING e CITY OF BOZEMAN SF-IYER SFRVICC GQby[CTL(kl_NOiES: m �1 1 WATER MAIN In ICAnON9 TO MPWS I. TO BE CONSTRUCO"D IN ACCORDANCE WITH SECTION SERVICE INVERT NO LOWER THAN > LACED IN 6 MAX LIT IS& - - 8'ASTM 3634 SDR35 SPRING LINE Of SEWER MAIN - - 2724 AND STANDARD DRAWING 07724-1 O- THE COMPACTED TO 85%FO 9 PVC:4WFk MAIN FOR WYE FITONCS. - CITY OF BOZLMAN MOUlf IC7.11(INS f0 MPWSS � a A[.LURDIN6 TO AA HTO i-9 2. AL.L SEWER FITTINGS SHALL BE SLIP ON RUBBER Z CASKETS OR GLUE IDIN'. MO t O �• N 4 N� to m C LL LU UIECCENTRIC SANITARY &� Q B SEWER MANHOLE TYPICAL aRAvrrr SEWER STRAIGHT E SEWER MANHOLE SANITARY � 1J c N D TRENCH DETAIL C31 ,GALE. .3 4"--j' a / CM SCALE: 3/4 I' C31 SCAT. �M1" I' N N I FRAME AND COVER TO HL:EITHER LAIRD No.52441, FRAME AND COVER 10 HI T.I/HER CAII61 No.fJ441, MCI 305 FRAME.305A COVER,OR IF(A 722 FRAME, AUE MCI i0S I RAMC,.05A COVI R,(C 4CO 122 TRAME• FIN15HED GRADE 112-H COVER. COVER SHALL HAVE IWO 1'FICN y IT!--H COVER. COVER SIIALI r.AYl TWO t"PICK HOES. .. _ ._..._... _..- .y 41Y 2"MINIMUM FXIS 0N6 SFREE SURF ACT i SUH(RADE.CW GROUND SURI ACT 2'MINIMUM --- 12"MAXIMUM .._ _...._...... ........_.—_. -_- Hr i+r __ ;'! AD,MAHIMLIM AOJUSTABII GRADE KING C.. r AD,HISfAHIT GRAOf.RING } _ 5. 2. ,• 1 3 UACK SLOPE.AS REWIRED VERIICAI TRENCH WAI.IS WITH SNORING TO CONIORM TO CONFOIRM TO OSHA REGULATIONS. _ 5 Q • TO OS11A RIGEL+TIONS. SEE NOTE 1 2 - __ 7 SEE NOTE 1 rI .' �'I a . • j (y STEPS AT 16"O.C. "- � � �:. ��\:. � STEPS AT 16'D.C. TYPE "A'TRENCH HACKFILL CO `--....• �F I- PRECAST REINFORCED CONCRETE MANHOLE RISER Z y PRECAST RENTE TOP CONCRETE MANHOLE RISER& Q ECCENTRIC CORE TOP MANIIFACTURF❑IN •, - COVER MANUFACTURED IN ACCORDANCE WITH ASTM ACCORDANCL WI IT ASIM UY9GNATION f.-418 £i DESIGNATION C-478 rc O PIPL BEDDING IMPORTED 3/4 Q A'SMINESTYPE CIT I F BOZE MATERIAL. AS F'CR CITY O BOZEMAN MODIFICATIONS TO MPWSS - PLACED IN 6'MAX LIFTS& COMPACTED TO 05%DENSITY W G'a ACCORDING TO AASITO T-99 QQQ ... TYPE 1 PIPE BEDDING REQUIRED FOR 2 I OCK(TYP) B _r SO'T OR UNSTABLE FOUNDATION. \ -- _ 2 J- TYPE 2 PIPE BETTING RFOUIRES I LOCK(IYP) A _ - I jj _. _.._ .._i KN i i - 1` - - T -__._ _.- CCOIE%11LC FABRIC BETMf.EN _ TRENCH SIDFWAIl&IMPORTED 0,1'DROP FROM INVERT IN _ �. BEDDING. MATERIAL PLACED IN .<-_ * -: ..- vT r•' 1 6"MAX LIFTS&COMPACTED TO TO INVERT OUT ACROSS O � 852 DENSITY ACCORDING TO MANHOLE. __ •.: 0.1,DROP FROM INVERT IN __ �_____ AASHTO 1-99. DEPTH VARIES 6•PRECAST BASF - _4 _ BUT MUST EXTEND TO SUITABLE ---- i TO INVERT OUT ACROSS - - -- _._ - BASE MATERIAL. I r - 4 _ PER FOOT. E SECTION B-- H 6"PRECAST BASE------- ;." _- _ AL W N SHELF SLOPE AT 1" _. SOPS AT I'PER-_-__ _ _ � m PER FOOT.SEE SECTION A - A FOOT.CHANNEL 10 IIELNC�H CQNSTR�ICTIOE N()LE;. FULL PWF DEPTH a 1. SFF OSIIA CONSTRUCTION STANDARD,FOR j SLOPE AT I'PER - FXCAVA TING jr FDOT.CHANNEL TO L.Q%NTRIC,SANIIA_RY,$EMI[R.MANHOSF-HQTfS; •mi { + T— PULI PIPE IILP IH TO BE SUPPLIED AND CONS RRUCTED IN ACCORDANCE WITH SECTIONcvj 2172 AND STANDARD ORWAINGS 02722-1.AND 02722-4 OFTHE a - z_ 14 UTY OF BOZEMAN MODIFICATIONS TO MPWSS 2' _ 5l1iAIGf3t-�A1JIdRY_Skl4EtiMANHOLE ri4fL5;. • 1. ALI.JOINTS BFTWEFN MANHOE SECDONS,MANHOII _ + 2' y. ALI.,KXN15 BE IWFFN MANHOLE 5(C110NS,MANHOLE RINp&lUP Sf'CIION,AND AROUND SEWER PIPE r INTO MANHOLE. ,HAH.I HE WATTTIG141, JgNTING s RING&TOP SFCIION,AND AROUND SEWER PIPE SECTION B B MATF.IRIAI SHALL dE.'Ham--Nek'Uk EOUAI.FOR �pNTA ALL DINTS EXCEPT SEWER PIPE AND MANHOLE INTO MANHOLE SHALL.TIT WAIf4Rl1(: E AL TOR SCALE: 3/4"=1' WAIL_ SECTION A-A MATERIAL SHALL HE;EWER PIPE OR EQUAL I OR ALl .XXNTS EXCEPT ;EWER PIPE AND UANH(I_E UF'F I SCALE 3/4" 1' WALi. 2. TO BE SUPPLIED AND CONSTRUCIED IN ACCORDANCE.WTH ST C110N I I 2722 AND STANDARD DRAWING 02722 7 O THE CITY O BOA MAN MODIFICATIONS 10 MPWSS RECORD DRAWN04 ;` sF C .— N q W W W ca —sn wo we—w ■o wa as—ao—aa a —�—� =1JT=`�' '�=7M='"7F� -=IIE' 7o'='7v1=_ —rr -- mn.•mm sn +sv— d r O ,� Ne v, N C7 V O 40 00 W ' N C7 N O 00 M ---5 o i — Q Q 2 ` o N $2Lyi z n� Z. N�n --- - ------ r u' N ch v U n 00 rn N c v 1nU co ►. O OJJ °° y ZQZp� (I c> m j LL > _ I m 50 5 _ 100 u N HORIZONTAL SCALE 1' = 50' VERTICAL SCALE 1' =5' s 3 a s3 YS S IN s 9 o w e � 5 � i w o I , � , rn a 1.o c w� $> 3Z'i o 'jy'm n �m m + '�� ,S♦: zo m-" mm aai ;nm N Nm' ".� m No 75 wm �y I I O 1 <3y�wi� I <� <r- I < <.. a,-- ry ♦♦ I +m +a 4 <v, <' < + am � ' I� m I + _ W - e I --� 4780 N - - -I�65 Non: -- .. + --- 4770 RFFER TO IHkd SFiF C 7A _ — ND n o ___— ...__ __ ._� R-1 ___—_ - z SfORAI q'm..N ...- — .. _ _ _ 1.33211 _. ,:PVC 1�. I � _._ _._ - - _� - i I tb 0.643X _ I — W I ' 1 1 : m 4760 i tj r m+ od <' DATUM rirV � I � � ;izw �c ;56a 4760.On 7 CR �✓ �:� �� �� �18 m�ij m� TAN IIt n� o, O F00 1100 2+00 ]+U0 4+00 :rt 00 6<00 1+00 8 P(H1 9+00 U),m 11,00 12100 13+00 141(XI 15400 c hEn55�`7 RECORD DRAWI asart>-- v r�N �1cl) cf)Lc G l/1 ws--m---w •s�----wv yam �..� ��wl ��,( �'� c� - are-•�an�- ss�...anr - s-any- .w� -j - e N N S �? v °° q W 5 2 O — (u�, 6 N _ � CD n z C T— S2 — � 4 sz � O 2 e uW' W F �— N M O pp N y i3 yl i LL nW tn g ',tl U !i!t 100 150 200 T M.3! A, HORIZONIAL SCALE 1' =50' VERTICAL SCALE T-5' s 3 4790 �w co %iyllNti ,. R x t I ON INtFT 'k+i TALL�-, O � UUU 'i G 4780 I l� ._.4.44g I 12 4770 ........ _. ..__.......... ..._ _.. l �___.. I 1 => � I I T � Z i ! W N F2 -. 4760 'i �� Y1r , .�u V -r wx... ...an... N I �' 'u}. _— _.-.... ...I-_ — �• _ _ i �N > f ,o Al a_�' a „ u _..__-__ _._ _._. �"__._. _iL. _ g '8 M m N o 8 $ R g S.__..-_ ^o. - -- - -�-H n,1,711TAa �� 1 : "� arw `r ♦ a♦ a♦ •+. an ^� R''� a ,�16+00 17+00 1N+00 19lUO in,00 21+0022+00 23+00 24+00 25+90 26+00 RECORD DRAW C D F 1. N 3 m W Ne N M U (n (D f� ao N CO V-65 _)O (D 1�. ap I > 0 1 m J m M a - - mQ — e e, LO sn In O fl — ¢ LJJ h N M U v In (0 co n- ' U O p N M co rn c ; ^1 - a q! --•----------- --------•-----•--•-- -------- ----------------------- -- -- -- -- -- -- - _ __-- - -- -- -- -- -- - -- -- -- -- -- -- -'--'-- --'-- -- -- -- - -- -- -- __. I ~ a W 4 • - - - - - W N a a 50 25 0 50 100 15_0 200 -----SCALE i' h(1' HORIZONTAL SCALE 1' a 50' VERTICAL SCALE 1' -S ab I - I - -hr 4nr -!+ 4790 � I I - - 'I _r n 4780 � w 1 n a 6 2 I _ I s g — -:-- 0 .-_ - tAHl l- _.� GktN�NDWA1? {.I i I I 0.40a71 35 VPVC SEWER 4760 � w N_ LL m lv -- yk c15 a , 4it,o yU ii y..._i-. -." ,� . C Z • • e y " �Y�F � Y� � �( <UY ,rD `� >V rya � v�p � ;6 6 +a,: im ,u� u ,n a�- a v 2.. NC V,, 1-(l L TUL67BV' z� _ "___. .... �_.__. ...+._._' .a _._ _._._._ a_ ___ eea,_- 1-. Y s _ - _—_ _ _-._- _ - - - -- - - - n mot .g og g �g �g rys.5.no n A �� ,J„`�t � n n ONT.. 11 _. Y Y Y Y ♦ Y Y • Y Y f Y Y O+W 1tW 2+W 31W 4+00 5+W 6tW 7+W R+W 0+W tO+W 11tW 12+W 13+W 14+00 15400 RECORD DRAVANG I = N c> d' to U fC n ao M o Om _ - _ -+ a e< --- a e,--i- 1V11 ,L fi.V _..-- a a e• �.— I p 0 CD m N C + ' — 5 Ln cp - ---- -.- --.. - N- .. R. �o o i W v m - _.! rl �� Z C q pan F, —, ------— -- -- -- -- -- -- ---- i J ----- -- -- — -- -- - - -- ----------- — ' rn I- - -- 'FRG-IJSQ-V_VLF_. -- ---- -- -- -- -- ---- ---- - - - -- -- ---- -- - - W q N C7 C LL N SO Ib tr SU 100 ISO 200 in N LL m � r SCAIE 1'-- ti0' W ti HORQONTAL SCALE 1' = 50' VERTICAL SCALE 1' = 5' 4e I I a 3 U Z - r. .� 41H1. GI c. , vL co -.- p[,PVilx r,R[ri IDIf�WA1F � I W 4770 - i � I I ► I j____ I O U) 4760 II I i Ww � i II w f m N IW V t m� N IA vi rn - j L m i Z r 11 II 4%50 W 4 �W ..Icf I Y ari I N�♦r,W *' JY � a' Y Vx Y d.Y'.. eY' - Mi,j `+C �1Y Y �1CJ � rQ 1 V' ~ IT <_ N ,i Y. '�` !� o x- :l'' j r - m �CIL- a tRm m �ONTgiy ^ 1s+00 ie+titl 1;+ao i++oo zs+w zh+oo iB+O(; 19+00 '/0+i1C 21i00 12+.n! 23+00 --' _-- I it 4 I` /31 RECORD DRA � G EXISTING MANHOLE 10 HE REMOVED,REUSE AASFA NSTALL IN EXISTING 8'0 C-CO PVC SECTION AT 5 UI '0 N 0 , _ o o _ D URST N� OAD _-�_ _ n EE r f -..� SDR 35 J f . I f: ,,. ,. ,:.,, ✓. t W tll �I Z > i� st > W C 4 � 01 C LL W �g 50 25 0 50 100 150 _._200 —SCAI C h N V �� Iz 3 E`'Ws HORIZONTAL SCALE 1'=50' VERTICAL SCALE 1'=5' NIA of N zs $ I co 0 43% I 0.4321 I � - LU JI a rn Z v/ 47s0 rw I z �No ^ L V/J ter./'� e N z O c� n 1+00 1+00 '400 4+00 5400 6+00 W O m Qc>M N; pNTANq �l 3e-oo� �• RECORD DRAWN 5 q N;. Fr,ATHFAD AV o -- OI¢I Vv �-s�+• <' - 03 \ - LL'DD A ' i _ r _ a ix4sII. I li, - t I t I I t I `t I- t 1 I } t 1 + I } E tTl }. _t. -1' __ ---- pP -- -- - -----1----------------------------- - ; h a y 6 M, f _« I I , no K - �r r r I n r I I r n r I ,� .� n --- -- -- --- ----- --- ---- ------ ----- ---- - ------ - -- ------ ------- ---- ------ ------ ----- ------ ------ ------ I -- --- -- --- - ------ --- - - - ---------- r N - -I -� - -- -t-- , + I E + I + I +' I '+ 1 I + I 1 + I + I + I II S 8 �I' GI LL - ---- * - r N Q1 J y N LU un ,_ R _ I U. U. M, u a ry, y .. __ - _`. __ _ �__-..--�=�_.-__ ,- _�•\ "+' f/i. '--.-. ��.� -_-� ._.. -.: �..�.�-.�_ -�_-_ . _._ -' ,_.- .._ �_- .-__ —�.�_/�M/.M/�/1/V,/�/�/�/_._.. J�n� -_.:-�r-.--. -.�?4W�/�/vVVV- -�— �' F.-I� _- �_ t�fi "f91 � S ... - ---- - -- � I\ oo ` 6u' Z SIN -- -- - 1-�-� _.-.�_.--.--. -_.--.-- _- -_ ___•_- '} \..._J ) � � - -.d'� \ Y R= / 1i11Mw A, h - i+i ----- - — ----- -----------_ — — ——-- ------------------ ---------------------- -------- ------------ ----- -- ------- - _ �-�n { I 3 p� OR. Ud Z 1pV I ak� 7 <' co Q F-- O O ui GENERAL NOTES. j C T_ _.-_—. 100 50 0 100 200 300 4011 1 LOCATON OF EXISDNG WAIFR LINES,SEWERS,TANKS,CULVERTS 5- ALL WORK SHALL BE DONE ACCORDING TO MONTANA PI1dLI: AND OTHER UTILITIES AS SHOWN ARE APPROXIMATE. CONTRACTOR WORKS STANDARD SPECIFICATIONS(MPWSS),FOURTH EDITION, '-- -- ------ - - ----- 2 SHAU.VERIFY THE LOCATION AND DEPTH OF THESE FACILITIES JANUARY 19%, AND THE CITY OF BDZ-EMAN MODIFICATIONS TO 'SCALE 1'= 100• Z AS NECESSARY TO MAKE CONNECTIONS TO OR TO EXCAVATE MPWSS,FOURTH El"ION,MAY 1991.INCLUDING ADDENDUM NR. O ADJACENT TD 1HESE FACILITIES IHE ENGINEER MAY REQUIRE THE 1.SPECIAL PROVISION,TO THE TEUINICAL SPECIFICATIONS CONTRACTOR TO FXFOS'E IXISDNC WATER AND SEWER LINES TO INCLUDE PROJECT SPECIFIC ADDENDA 10 IHE MPWSS. COPIES _ ESTABLISH THE EXACT LOCATION Ot IHESL UTILITIES. OF MM'S, BILL UIY OF BO ZEMAN MODIFICATIONS AND THE -- - ---- - - -- ADDENDA SHALL BE MAINTAINED BY THE CONTRACTOR ON THE I __._.__ _—..—..__ ._Lop ;p co 2. EXISTING UTILITIES KNOWN TO HE IN THE AREA INCLUDE WATER, JOB SITE AT ALL TIMES WRING CONSTRUCDON. —"`*""-- RI^011— OOSTINC STORM WATER ELECTRIC Bo% �1 SEWER,ELECTRIC, TELEPHONE,NATURAL GAS,CABLE TV, PROPOSED STORM SEW p CABLE BOX ••••rJ LOCATIONS OF UTILITIES SHOW ON PLANS AND PROFILES ARE 6. —n�—u -- ----- EXISTING IRRIGATION SUIIABLL MATERIAL STORAGE LOCATION WITH THE PR(X'E:H IY -- w -- --- PROPOSED IRRIGATION a ('HONE DO% ON PLATS AN OTHER Uf. THE MAY CONTRACTOR R S ARE NOT SHOWN - '" f� Z ON PLANS AND PROFILES. THE CONTRACTOR SHAH IIAVF.AL! OWNED,AND SHALL COORDINATE THE USE OF STORAGC AI2F 0.`, - -- - EXISTING GAS IJNF © PHONE VAULT Q UTILITIES MARKED BY THE UTILITY COMPANY AND/OR ONE-CAil WIH OTHER TRADES. - PROPOSED FENCE ONE � �F LOCATORS. EXISTING 6'WATER MAIN mac, UTILITY POLE Z. ALL AREAS DISAL ORD BY CONSTRUCTION SHAH Pf.Rf IURNtU It 1 � LEI TO THE ORIGINAL OR BETTER CONDITION - EXISTING f0'WA1ER MAIN WATER VALVE � ■ ■ N 3. CONTRACTOR SHALL.NOTIFY ENGINEER OF ANY DISCRFPAN(.IFS -- -- EXISTING 12"WAIR MAIN PROPOSED SEVER MANHOLE , 1 WITH E4 PLANS AND THE FNP.INEER WILL PROVIDE A 8. C.ON"(RACHX2 RESPCNSTBLL FOR COORDINATING CONSIRUCOON WIC REIVESEN fAl1VI FOR HELD VERIFICATION, THE ENGINEER OTHER TRADES PR(1PDSED 8'WATER MANL --- EXISTING 8'SEWER MAN F%I5RNG MANHOLE CAN HE Elf ACHE Al FIRE"HYDRANT 9. LULU STRENGTH 50115 ARE PRESENT THHOIICAI(XIl`d Tf IO II*PROPOSED 'SEWER MAN FILIIDYNE INC. GROI IND J'R(W f IUUIPMLNI RLC(iMMIN101)Wi+fRF EX,SIING ROAD/U1R8 ?S NORTH W1LI.SON,',(]ITT f CXCAVAI1ON IS PLRFr)RMED i0 OR NI.AR TO(uW ,Dn NIA" I PROPOSED ROAD/Ll)RR BOZEMAN,MT. 59115 SOIL -_ -, __ __ __ PROPE_ FNONF(406)586 2289 10. INSTALL GEO-IE.XTX.F IN ACCORDANCI W 11'',+' (N _.„r NIASE LINE t.INF' FAX(406)W,2335 MPWVSS AND MANUFACTURES RE COMMFNf A IICNC PHASL LINE 4. VERTICAL DATUM IS CITY Of BOZF.MAN DATUM FSTAPAISHED BY MORKISON-MAR:RLI:AT TIRE HYDRANT LOCATED NORTHEAST OF. 1T NO FWIPMk:NI SHALL BE OPERATED DIRECTLY N(I.U'E KILT THE INTERSECTION(N WEST HAdCOf,k AND fFRf,USON FABRIC. A MINIMUM OF 12'OT SUBBAS'CURSE..HALL.HI �'---- - PLACELI OVER Gf OIEX ritE.PRIOR TO OPERATING FOUIPMfNT - - -- --_------_ - I AA SIGNS SHAH.BE INSTALLED PER ORAIMW N,, 09810 I -I _ 13te1? (ITY Of LA)Zf MAN MoNfirADONS TO MPWSS i 7 _ RECORD DRAWIN A 8 C F G MIN S` IYFf IT MIX A`�PrIALI V_ EXTEND BASE,AND SUB BASE Pl I? L('Ile)N 02503 MPWJ,S 9*BEYOND BACK OF CURB� I OLPRE`.;Cl1RH TO h11S!INL FOR AND C ITY OF 130A MAN n M(N71T CA00NS l0 MI'Wog \� -�- I DROP 1 Ik NU-ON I 5' 6 ENf,TH 0 I F WLI NA NORMAL CURD '1 `IA TL f'FONAND A MAXDROP CURB SFCIID .51' i 9"MIN .Y_ r r ') } LRUSH4 I.(•.nw, LAST T.Is.1R,f , TWO 18'WOE.SECTIONS OF AMOCO 2OX1 WO IN T ( -_( JC_ _ JY 1 6 OF I"MINUS UOTEXII(F OR L.(XN(VAI.ENT SFWN TOGETHF R. (RII.HID BASF COIRSf INSIALLE.D BY MANUFACTURLR'S RECOMMENDATIONS _ _ W NM' --PER Sf.(TIO 02235 MPWSS < -! C CJ•� ) _ I COMPA(,IT1)TO A MINIMUM ENgNEfR)N ALL AREAS UNLESS DIRECTED BY _ COMPACTED SUBBASE:COURSE. 95%AASH70 T18(7 _ �jC, /''�`�_� ,�`�/' 6'MINUS SUB-BASE COURSE - - COMPACTED TO A MINIMUM OF 957E INTEGRAL CONCRETE A TYPICAL ROAD SEC11ON AASHTO TIBET C CURB AND GUTTER NOTES s _... MIN IB -� C4.0 SCALE: "- 1..- � .-. SUBGRADE OR BASF COURSE COMPACTION!HALL CONFORM 10 SECTION 022.30 C CO `-iCAI F.. S R" 1 PL Arno WHERE CFOlEX1p.E IS 1�L 'MERE GEOTEXTM.F IS NOT (M.P.W.SPECS.,1996 fD) MIN 9 USED 2. CONTRACTION JOINT SHALL BE PLACED AT 10'INTERVALS AND SHALL HAVE A N Z MINIMUM DEPTH O 3/4'AND A MRAMUM WIDTH O 1/8-. 0 3. 1/2"EXPANSION,XANTS MATERIAL:HMI I..BE PLACD AT AIL.P.C.s,P.I.s(7JRD m RETURNS AND AT NOT MORE THAT 300'INTERVALS. THE EXPANSION MATERIAL 'm C SHALL EXTEND THROUGH THE FUN-DEPTH OF THE CURB AND GUTTER. C 4. NO CURB AND GOITER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR HIS REPRESENTATIVE.. m 5. CONCRETE SHALL BE LASS M-4000 K LL Lu 6. CRUSHED GRAVEL BASE SHALL-MEET TNF.REQUIREMENTS OF SEC110N 02235. (MPW SPECS,1996 ED.) N O 7. TO 28 CONSTRUCTED THE TFO IN F BOZ ACCORDANCE [WI SECTION 0752A AND DRAWING NJ.. ... 02528-1 O THE.CITY O�BOZEMAN M(XNFICAl10N5 TO MPWSS. y �- J LLQT m j ~ LOLBM � N EXPANSION JOIN F._ u Z 7pf FACE OF CURB ----.-FACE O GUTTER --BACK OF CURB I 7, p 'D+ HI ACK COT ORLD cONCR[It WUL(VA«1) BROOM FINISH k 3Jk�R` ld BACK O 0URH5, , I •,A s ,y:'S-' / ---CONTROL JOINT EXPANSION JOINT —JONTS WILL BE REWIRED APPROX.EVERY 10 FEET _.. ----- C A r 8 --- --- -- --- _ co Z B TYPICAL MOLE APPROACH = --- - - --- C4AC:AI L. '/4 )' — --- - - -- --- ' -- - -------------- DOWEL MITIMITIY��('e �X 36"DEFORMED - -----.—_---.-- _..- REBAR EVENLY SPACED ON 6'CENTERS C D DOUBLE QurmR WITH 3 1/2"O COVER. TR 51� ply C4.0 SCALE: 1/4" SIDEWALK FLEVATION uj DISTANCE VARIES NO ttP- `m 1:20 Ax SIOLIVAIX ( ) 1 SIDEWALK L WONC �./ y^� WIDTH VARIABLE ^ (L -4"CONCRETE RAMP. -3"CRUSHED GRAVEL BASE(TYP) . . ISTREET SURFACE 1/2 PER 1' Z 1 2"PER 1_— -" ASPHALT ^ a^ —FINISHED STREET SURFACE _, fV —_ SCALE: �/2" �' ^ ��. � ._._—... l i0 BE 1/8"TO 1/4'ABOVE EDGE OF DOJBIE GL'ITER. rr' u— m IC BE CONSTRUCTED IN ACCORDANCE 12" 5' 12" NOTE: MIT SF'AION 02 19 AND DRAWING --_---- --- -_---- TOP OF CURB DOUBLE CUTTER MOTHS VARY. CONCRETE WITTER M, 02529-1 OF THE CITY O � WALL BE G'WIDE AND REMAINDER O WIDTH Bf F:MAN M(7DIf CATIONS 10 MPVI S CONSTRUCTED O ASPHALT REFER TO PROLE I',* a -s TOTAL MOTH , NO I.IP --F'L(lW LINE SECTrIN C-C 1 ,tvunc. SECTION B-B 4ONTA I 1:: F RECORD DRA A I B I C I D E F G F �yv W W KW 5 P., u U) U) as O � , tt� —.n— —.M--..wo...— —_M—an— _—sa ....M_. _ —an—_m-- --cw-.-aw arf—sR—sn— vu=sie.—�— —sri— ..mn�_�s�i—')rn"'-_ — — s7.c—70,—"ii—Z1r 's41=�.he--Pl'-. _:tW—tP�—_ZVr=}-ZVri=sr_=m. �.--�=�.o—.. —wr �.us•sw--� F s z`�.'c' ti_ g arcs.ram'N `, .._ ._ n N� 1 W t0 1� ;'ir. OD M to Q! o *{- I I + I +. _ �-�-_ - �--- r- -- ---- # - -- --- _ -- - - - - - - Ln 4v w W N acr 1 a � z A O s- N V lrL7 ai mo , W N z F C7 p �i }n g Z I N N s F :n ao aF 1 -jC , ) Sl1 T.5 U 50 -100 150.— 'I.=- 50' ,Sri q3 3 HORIZONTAL SCALE 1' =50' VERTICAL SCALE 1" = 5' I � 4790 1 I i - CO z c) i -_- - DOUNLI (7:M R ��f)W L k %9n d O-c A�ExeAVATH31� I t, - ,' , ....- � r%TENT OE R)�AVA TfD TO UW FLOWLINES4110 - - u=-wl - _ — Ju a. LU I +AIRAFI Ex1.a,4AnoN I '�` I� l ----- _ f;�pNTA/V 1750.00 'K wle w r i- I,- - - c _.-. 7i�• �.,,�.i ,: ID+DD 11 rlJC 12+DO I3+00 14+06 1b+00 RECORD DRAW A g C E--," co �w W 4�Q O Y "'"--""-'Rn--... -+a.-•-...w-- -.m .va _-m_--ir-_ m -.-.s"----z+r-. ...�z.+- �---.r,_� - '... m : u'c�oo %h'i-' { K '"`� � 5 F= 9'.SSdaL c' A Lq. 4 \.J Fl- N c7 aD n F An ._ L - - Sv- _ �SAN R, VF,_ +�I I - w —a. Lo _ - _ I r F aci rz $� �� 1 I $� °oN WS � � �I +� a 2c o U - 1a1 tm_ WpD 4P 6 �0 d m �Wp�zNW 'i U m Z. i us ?i ---------- ----------- ---- l- a Yfi g a i ' n niS'i, a.p N a ',El [LOry� V2 R R N LL H Z 4) ^ U) u y J m A � N U v1 50 2S 0 50 100 150 7w SCALE 1' 50' 6'WIDE (S'FACH SIDE OF FLOW LINE)4%SLOPE 3 HORIZONTAL SCALE 1' =50' VERTICAL SCALE 1' 5' - D I(DW(INI vTCAVFI. q'(0 I I .-D(AJBL.E GUTTE J I " ,o.v' I u, 14'N7DE.(TECH 4DEwp `-_ I �.I U LBW OW L NF)4%SLDPt n ati. w 4*180 (`1($B/LU1hF.R FLOWI1NEo' . :4778.65 I E - �f,uhf+x,11i1} i;R011l•IDWn:FF.LiAch_ � 1 � -Q i ■ ■ ■ E4 4776.12. r w - I - _ - Z ... -MATCH CU�{B FLOW4770 - -LINES-TO�O i GUI4R _.. 1 , WIV L4/60 � I c � TA o n +�a H rt: I6+00 11400 181(10 19+0(1 20Mp 1I+(H7 01 h; 21,(H; )4,M! )5+(M1 16.01 RECORD DRANNG, A F --- ------- Ig .T NZ `- I .• N M, C' U to to < �a-_ ao rn K� ; n a o r- N f7 eY U*) I to h r O Via. ----711 -- --x — { F3 V a 512F3 N C7 U v 4 oir° t0 ^ _' CD � U f !11 cm co IT Ln O tD f� Go CD to �� N >C'�y k' Jla- zaUif l�` m w a __.. __.--. _ ✓.n Vf cl JV SEA; r li N N p _ _ ' N f m NNF^ y mC')�4rU-w FCiN N Z< N� Fd -� W rc��pm� ( <� Q �r <viF-o nW° iv Q ,d�+C) u:K4�'0 aL3 t.' ('z.x F w <<,L.J .13 z' i N�q=,<� e - J ` 1 n ) -I yjaan.� �2T54ug R z< S°J a� � ' 8x3 I wa z n^in. zU+... �4 Q W R a 'bJ mP Pin z,.. d� �Nsl� n. s�nc"i . nbl3�s _ n'. 3no�_. I n•.o sos V Epp 50 75 0 A) f^ 100 150 2200 SCALE 1':... SO' HORIZONTAL SCALE I' - 50' VERTICAL SCALE 1- =5' 3 Man UJI .DOI1BlF CUnI6' c I ----- - - SU6-EBgOCAACV AFSXF4A4.A..1-00IN AV i_ - ._. 2 4/7( i0 - CURB fAMR FLOWJNE..I Uy I . co MI F F _ -FL 4766.97 4 Ft 47&i-7!S-yl-;-�rtt,tilJk44:. T.)YifT W ..- I �- 0. ARRIC � { 11 LL __- i j m I z. i e /I171 7M7.'.hli/i�F Ii:� ��_�... ..:f'II N.. _._._.i e_"ppZ.._._.__-n,p�.._{ ._ r^a�zY—_--_mo.<)bw�; a^�n�: vr'.�^y� nll,,t r s m.�� rn^$ �e�lIgY �� $v + ap+ a'v; N -__- ___7-yn^r1 �e"�i�,•r).' _r �___ _ -_ - µF, - ��+,.. —_ _ON jAAIi to o.,w I „ :41 DC 15+00 3+00 WO Ii+00 6,00 i+00 9+00 9400 10+00 11+00 12+00 13+00 n II��I,t il, AC E F �Vco Z G i Cc mO o N o 3a o lci. 5 w" V � CD C) g �S o I K •{ + { ro N. + { + { fir -I- {I6 = —_ --__ 22 ". g�_�-- aJ�tr Ix _..-- f1-+ 3dOlS '�•I15. oar N (ID GD z O1 G g O 1 �/� zazZ � brn "d'`n,m• �s� x �r I a so p > I:._ "`c' L :d..._.. � .. Q �H "o _�_ � .: x_ - -- -- -- - N 4 (V' Raw az zL" w w j y r�I Y < �NIG- ��� N N W W z Q QLe J `J w i< x G <: ,¢ 2 LS2T�.1 Y F c � zG sz < � n z Zib�c1 � wa ronzd n z �"J- w ��u w -u♦r li m$g N N 5o 25 0 50 100 150 200 k(y • HORIZONTAL SCALE 1' =50' VERTICAL SCALE 1' =5 (JAL r ��I co i �I I I { � i iI �QII':UOIIBIF fAl1TER I { 1' 1 (N iiOAU i%�AVA1'd Al J 14'A9)F� ,7'EAC'N SIDE11H `AW\Ifl t'IAVc _ 4780 OF HOW I INF 14%9Df FAOPFr GURU/CUl ER I0M1 INL. 1 i .�NAICU CURB FLOW I ■ ■ ■ LINTS TD Dftl IstI GU IIFH I WS 2 ui cr I I I LL ' i I I LC7 < ti. }I • m rn LL aL �� 11iF I i N a, w r 15+00 _. 16t00 17+00 18+00 19+DO 2U+00 21+00 22+00 1ST J0 '4+oJ- RECORD MAWNG. �" C D E F G 1V EXISTING CURB INLI_I - - -- --_•1 1 I I r�_L AND STORM SEVER \ �SL - _ CUT EXISTING CURB AND GUTTER, II I I I INSTAIL DOUBLE GIITER I 26 1 9 16 9 $( 1 I I 9 \� MATCH E.X151INf.FLOW Ill 1 1 ( ENE)5TRIPPINC(TYP) ELEVATION(IYI')— --- NSTAI I.;TOP SIGN,WNH NSIALI .i VIDE CONCRETE -- INSTALL SIUP SIGN,NITH 1 1 JRFET IDENTIFICATION SIGN ADIWA V!'r r I Nl 02529 IT PI ACF 24"VATTf ;TOP STRIP ' 1 STREET IDENTIFICATION SIGN PEACE.24'WIDE STOP STRIP,---{i- I n•I hill' H WrIll IRFMARK 7U!20 RE X 1 mill "�' PREMARK 20/20 1.125 miN \� � I:ULVERT TO BE INSTALLED II ,J LVfRT TO HE INSTA:I FD 5 WIFE PLASTIC STRIPPING.,PFR ( DURING STREAM/DITCH -INSTAIL.STREET -INSTALL STREET I1�' 1 RING STREAM/UIICH HNSIALL SIREEI -INSTALL STREET DRAWING No 02581-1 OF GTY 1 111C;ATION PER SHEET C,5.1 _ -- 111N,I IDENTIFICATION 5K;N TYI' OKANINC No. 0258T-I OF CITY a_., - , - I IDENTIFICARON SIGN TYP IDENTIFICATION SIGN(TYP). ' ,i �4N WHiR-Pt ASUC STRIPPING,PER .I_ _ - _ Of BOZEMAN MODIFICATIONS �� -} - _ OF BOZEMAN MODIFICATION' - Yt - ____ W_ _ Ay Iy _ it, TO MPW^,S(lYP) O i 1- _.. �.— __� - _.__...__ -: ! p ; 0 0 0 o c7_ o, o 0 0 0_. o 0 Cl.. v o o ' -- I + +. ► ► (�O.LF �STF F;;�, I + .�_ +—� F�1� f— - + I + . C' I� ' S hF T - + I + ► ;� y -- PHASE 2 1 _ — --- ----- ------- ----- - -- - -- PHASE 1 i _ _�-. - -- - - -- _--------- --- - I � _ 'EUE5IRIAN RAMP(TYP}PIN 1 - PHASE2 STREET MONUMENT PER SECTION PEDESTRIAN RAMP(TYP)PER STANDARD FlLIFT(TYP)PER 4 I I- ( STREEf MONUMENT PER`.;FC710N PEDESTRIAN RAMP(TYP)PER PEDESTRIAN RAMP(lYP)PER - STANDARD FIIlf T(1YP)PI:K v 1 I 02529 ANU PER NtAWINC Nu. :4`C ITON(12`.i29 AND PfR ACTION 02529 AND PLR FC110N O'2529 AND PER PHASE 3 07529 AND EH DRAINNC No 8FC ON 02.i29 AND oLR FCDON U2529 AND PER SEC ON U2529 AND PCR - DRAW,NG No.02529-8 Of )RAVANG No.07529-8 Of DRAWING No. 02.'i79 2(I 11 to I DRAWING Nu.09`,25 H of DRAVANG No.02529-B Of __4 1 IN B 3 OF NMODI AND CITY ❑'J ,1 OU E 1I AND GUi I1.R. U2S29-S OF MPWSS AND CITY MVW.,N(:ND. I`v Of 1(iI 1 MPW�'s AND CITY fN B01fMAN PWSS AND LILY OF FIUZF"MAN pW55 AND CfFY Of HULEIJAN MVYr`.;AND CITY(F BOZEAIAN MF'N"5 AN, 111Y OF BOZEMAN END SRAPPNIC(TW)----- (I HOZFNAN MODIFICATIONS TU MATC t DOUHLC kOW!I TD - __ 1 OF DOZEMAN MODIFICATIONS 70 - MI'W' AND S 1 OF I)UIF MAN ' ~ 1 MPyyS; M(Al!F(CATIONS TO MPWSS (IOIfIf,A OJN., FU MPW`'S NOORICARIkIS i0 MPW65 (XlIJ6A,1(ki M.WS5 I'dD(A.ON. .S � I MATCH ExLSTINC)FLOW LINE I � MPWSS(TYP} � M � ' S !U P Mr �-n S T�MPWS MOUIFrGATIONS 10 MPW55 -._- FI TVA,ION TYP - 1 ( 1 PEDESTRIAN RAW(lYP)PF.R 9 i I 1 1 > �! S.CTICH 02529 AND PER '--r I 14N,)ARD FILIF I(I'6')PEH END'iTRIPPING(TYF)- -- � I y, � .JRAW1NG No.02529-B OF 1 1 - - �+ MPl4S;AND CITY p HOZI:MAN Al(ION f12.11 AND PLN I I 1 STANDAN1)FILLEI(TYP)PER MCf11f ICAND CI TO MPW O 1 I D A'MNG N 02529-2 'F _ .__ _-._._ —__ .___ _."____.__ __-._.__ I 1 529 AND PER ..._ _-_- _ __—_._-___._.—___.___ \_ Q 1 I M'WII 'A FOND� TO V,'7 TAA-- yy I 1 1 WKS ANDDRAIMNG ,lV Of...BOLEMhN _. ._— I d` MODIFICATIONS TO MPYFS V I I ® QI A M A 555 z 1 UJ 4 IN rw as n xt +(xI I5o zoo +. m ... _. .--------....__ L' aall gcAl L 1' SO' uJ t `� m zi w O a —, J IL j r _J 4)U. N (e z � N .r ass R�ah HORIZONTAL SCALE 1' =50' HORIZONTAL SCALE 1' =50' - QA VERTICAL SCALE 1' =5' VERTICAL SCALE 1' =5' w " 3 I 3 DOU IF WHIR - $ Ool GUTTER `l _� IV VADC(W EACH SiOf..:_ (,. —^ `.;. IV WIDE w,AICH SIDE.__ rr hIOW IINF.)4%SIDE ST.OPF- aE'' - <, 1. �>. OF LOW LINE)X OE SLOPE J uR 9M6 GtnTLXnu I�- I4780 MIRAFI G00X Gi yll_. '- _ � ,l�.,� R t•D Exi;Avnn' � � � � a MIK n�Iu3�nx cloiLxtnT A�rtu a _ �� Z T1ER tIONLIN[; XCAVATION ❑ T n q'NN�[ _ .. FX 4;RAT7)'1��0ti. -0OUHLF.`-- _ - - y 7r� 1;URR/ E TENT OF _ y NG ROW _ A7GE,631N, _ 1F.0 TO GRA`A:4 SOT LI�r1+ _I T•SJ a I.4/G6.52 (OAU-SUBEXf,AV Y-,ter _ Of 1 1 -.- - (;<II TFR FI OWt1NF` FX1fNi Of ROAD;x('AVA1�(?N \ - �N1 ( --R xl� 1 _ �16jtl EL 664Z UUI N __. _ _ - _ --- { _ ._._.... 1 I ._ E ELZ47 INVERT R4 EL: SL(I'E _. 1 _�i_- -.._ A,uFn•' .—.-._--__.._ _. 4IL` 18'FXISJIHDP[ CORRU6a IED I �Ei:4773.20 r' �' (RAVft __ _.. _ __•IrnMbf:Ri OU1 EL. 'T ! - i18 F10PE CORRUGATFO T(ItF fH14ENE 1ttENE PIPE.WITH TI EL: 4772.08 WITH SMOOTH IN fFHIOR SM TH INTERIOR f. _18"0 CLA E'a RGP c 4160 i- - -� 1477a cc x, � W x n rf w YS io °DV )6.EV. z� W ^ IJAT/MUAT/M . 4760 rill 4750(JD W >z� cal 0i O m ✓1 n W F b 10 w 'n m '?♦ O L.r 'u n a,O 'u1 rtl W b •�.P U N w O O 1A -!O '�H z r v I 2+00 31-00 4+00 .,i 00 6+00 Oi UI) IiOff °+C"O 3fOO 4+00 5+(IO ll ii W N n IOCUCAEION OF EXISTING UTILITY CROSSINCS>ARE APPROXIMATE. OTHER 1TIIIIIES MAY BC PRF_SIN1 !N IHE AREA. CONTRACTOR SHAI_l.HAVE AL't- U(T I!S I OC.ATED AND MARKED PRIOR 10 CONb I tUCTICNJ. (��I] RECORD DRAWNGLT�zt s A 1 C E G H - J 5 cl, m' s I INSULL WARNING SIGN W1-11 L ,A N PI A(l 24'WIU F(k'STRIP, Pt A(- 14"'WIDE STOP STRIP, P h RLMARK 20)0 F I LX 175 mill -'-PREMAnK 20120 FI E%125 mil G: IAVIINC N,�O,TbTll TIMG,PER WHIR PLA;lA:S1RII PING PER 41 f,ITY ORANW,No C72 87 OF :IITY 9 9 1 9 � (% 80 FMAN MUF)7F"7CAl?0NS EXISTING RCP TO- ----- OF BOZEMAN MODIFICATIONS f-, TO MF IS,(i YF) BE ABANDONED \ TO MPW9s(TYP) _- I I STREET MONUMENT PLR SEl:TION INSIAR SINGLE APPROACH 1 --_ r�F^� a I k I 02529 AND PER DRAWING No. _ 14 DESTRIAN RAMP FF T J j l/J) ROA Z O'1529 J 01 -��. iNSTAU STREET -INSTALL WARNING SIGN WI IR ;INSULL 7REET c O (_ O _ O l//�A J F �► O7 8OZEYAN MODIFICATION: 10 IOENTIFICA DON SICK 7N' O _ Q� O_f__. - O O ___ ._ ._.__...-._.__._. ___Y4T...._- - ._.. .- _-_�__ -. .. I I MPWSS(TYP) I sTAu i 1 IFISI�I(IN�C'N�7YPT � -. _--- REIjTTF f%ISTING UTII ITv VOL Pp PFDFSTRI AMP �.� +; I Q C7�_ I O —_mil l^ �.rF O C) CD - i INSTALL SINGlE AVPKOACN ah: Q0 ,-REAOCA IT GUY 1MRE /61 y Z rj :-6� O N _ CAI RCJE1 WA L 1 _ Q _-. - - + END GWiB I'BEYOND RAMP �.--PEAESTRIAN RAMP `s. p,.' \ �• �. (MEN B'VFRTICAi C7.CARANCF d '�- I I I _._I —_�__ __ _ I__ lf"J I ._�_I___:_ _. EXTEND CURB TO RAMP L '�f! -- IAt I Tmrt_M�F7S_—� _ -..._ r._r.- __E?1�RB LBEYDND RAYP / -.....fND.CURED f BEYOND RAMP FROM SIDEWALK) LI N A 'd _ __ 4 U I I �..r_ - .._ -- ------ - -•-- --- r.:-- _ .. _. �.�. STOP __..-. FRl)FSBIAN NAME(T@')PER..-. � ...... ,' ...I i S C u v� I I - ' I EXISTING INLET '�.� I ...._INSTALL STOP SIGN,WITH STREET MONUMENT PER SECTION '- INSIAI1 ST(IP`dl;rl W1M I I i•5 SECTION 02529 AND PER I END BIKE IANL,-------- STREET MONUMENT PIER SECTI 'T IDENTIFICATION SIGN Sti4,T IOENTIF ICAT7ON SIGN I I - DRAVANC,Na.02529-8 OF MPWSS I - __._ I -: ._ I I AND CITY OF BOZEMAN R3-16 END BIKE LANE SIGN I I 02529 P o_/ I "I — MODIFICATIONS TO MPWSS I I 2x I 02529-3 OF MPW55 AND S1,T I 02529-3 OF MPWSS AND CITY - L '1 OF BOZEMAN MODIFICATIONS 10 0F BOZEMAN MOUIFICATI(N4S 0 I I ♦ I I � I MPWSS(TN') I I MPwss(rn') 3i " J�J I I STRFLT MONUMFNE PFR SECTION- j. c. J I I 02529 AND PER DRAWING No. D2529--3 OF MPWS`i AND CRY ( I OF UOZLMAN MODIFI('.AIIONS TO I I MPWSS(TYP) p � N d 50 100 150 700 vv SCALF 1' E>0' r j9 to`:0- - --t- 3 a rc W I`� IN 0 0 " � r• �' � � I I a s HIDEkY_E IR% CIII ITT F' P +' HORIZONTAL SCALE =50' 16' a 5 HORIZONTAL SCALE 1" = 50' ---- (8'EACH SIDE. L I fv. VERTICAL SCALE 1" - 5' 3 VERTICAL c z FT. ) x ,I 1 F 1�A Cl ASS IV RCP _I 12`0 CLASS IV RGP 01 OW IINF 4 ^DF"O I ?� _ � 1>0('AA R i �CL 4 L26 IN FIF01 NT OF ROAD XCAVA710N ,qJ f * � FACE j I__._ LT4 AD-SUi3ERCAVATfEfi 1-T6.6RAVELISDIL) _ .__ .. .ti,::i - -- _ - �- ( - - -�'y,� _IIT. -EL.476.79 OUl N TAR'.( ' _ i ,wta.rx I�I i I I 1 4780 2 I Y a , m N U m wg :21A z € + DATUM FFLEV i - � �`J` _ - 47T0.DO I � 0 �1 �s u, n u; 0i00 - 1T00 2400 -;r00 47 GO bwOU 00 I., I „ Null ANq IOCAIiON k, LXI TINT U"LII•+'vROSSING ARE APPROXIMATE(.. OTIiFR lllllli(tS MAY HL PRE3LINT IN (HE ARIA. T�)NIRACh,3`,{TALI. 11AVI A;l )d! lJ Tll(Ill> IUCA[10 AND MARKED PRI11; l riIN, - I'N r� RECORD DRAWNG i � 41 o a a flp , 1 N d(n 0f_i W � , ? 0 m a - w H � w z � to LL L' rA a � 75 1 Qr $x} - A D 1 1 a U, I u, r' V) Ell ul r I j74x1 -----------__—_� a�rfs9x--- - -_--- -- —= -------`- - _ _ 12t%E - - - - - -- _. --� - - --------t------_—�--_ -- •--- --- ---f-----F--- - =--- - -- — F —_. ------ --- — -- -- _- - 77. -- -:_ - - - I N a W n U ` Y N I r ' \'r 4 \ L Wit`;' an. z s TAEX /y� a a nS �Z RECORD DRAWI '""„ ' F G END VIEW .._- -- DE7BdTI0N 8A.9N AND ELEVATIONS / - AVERAGE BASE FLOW CAPAM OF CAPAWY OF fiFACH SLOPE CHANNEL.SLOPE BASE FLOW CHAN'EL MAN CFW1I A 1,007 0.797 2.8 CIS 129 da XN - - -- pp -_ B 140X 0.92X 3.0 dR 151 de —, C tTdX 0.75Y. 27 de 90 IS D ..—- 050X 0wx 2.0 de 90 de - —� !GRAtINEt DEPTH 1I�r dI_LT SIDE NEW IAPPRO%WATELY 0.5'- - 3. 1 SLOPE I --_-8.. H SECTIONS kT*FN MEANDERS -- �CHANNFL DEPM -- L1 I r_ PLANT WILLOWS INN TI DR DETAIN.D 3: 1 SLOPE APPROXIMATELY 1.$A AS AIL DFIFU I I (OUTSIDE OF MEANDER I I 1. ;- .__�--...—_— . j IANPPNO%IMATELYII S'-A I(TYF) I _ 6' __ - R A 30`1 EQUIVALENT ARCH I I IouivDe OF MEANDER I j j(TYP) C5.0 SCAL,f: NTS 1 I I 5_- 011 II= PI ANT vAt LOWS IN - dllr AREAS SPECIFIED I� • 1 01lr -- I I ON'DETAIL 1) ' t�l, DRILL SOLD DISTURBED HYUROSEED SOIL UNDER EROSION 1 .1 1 ;I OPE I I I AREA BEYOND FABRIC. CONTROL FABRIC WITH RIPARIAN I i I \1II ! 7 m tiEE❑MI%,BOTH°JUF.S SEED SHALL .111_ CHANNEL DEPTH - 3 ! SU:pI QI N (iL CERTIFlED KID TRUE GRADE TO IXISONC I AND SURIACE - I I IAPPROXIMATFLY O.5' ' ' > � ',UBMIT SITED MIX TO FN(JNEER ,L�Ii IRFIWEEN MFANO(RS L1I1' �- �I �l�i ... .,.. 8� --.FABRC KEYED NORTH AMERICAN GREEN SC ISO _._____6 BI70 SON _:_ _ -a SION CONTROL FABRIC I- .. W Z 3"MIN. _ 3 ROLLS,65'WIDE. f: 2 -- BASF.FLOW CHANNEL W 4 IN BOTTOM OF MAIN CHANNEL TYPICAL MEANDER.CHANNEL TYPICAL.MEANDER CHANNEL rn O �L s DEPTH vARns FROM us'To Is E DETAL FOR REACH A and D —_ - r. m DETAL FOR REACH B,B-and C _..._.. 11 TYPICAL NEW I 05A SCAt E:I" 4' Cso (:n!r l' 1' M, B STREAM/DITCH CHANNEL z o HORIZON i AL SCALE:1`s 100' VERTICAL SCALE 1-A0' I I N REACH D REACH C REACH B- I REACH B REACH A r J 4790 --- I( - ! ACE Ftow r A fI-4770 { x W n ZZ �w{ ItII 41II _P � 4i WI � �7 Z I IK''�I I4 I~� J�J � ,I _ .._. I -.� _- I ¢4• 4756.68s9- ' FFU 1111 al,a JA .. 49'4500 w N d7�-21 p�rN �?O �. T� �� we N$ �, eN I , � m� �� �� w� �� w� W� mg ar m$ W,$u�� W� -'�jA rp^ W� .Cm �ID trp Wr0 Ip -A n.r r_n r b n10 y^ Ir'.1 �jY I\.� < Jd V r O J 4 O ra -r.+ nt a.Y �r o v ;* d .�,+ v.rr a < f + "{+ '°.+. + a m + ' a- a ' ie r v" a r .r 1 c d. w-NEW STREAM/DITCH _—_— _. __.-- __ ._ O100 t+0p 2+00 3100 4i(lU 5i00 6E00 ]+00 8+00 9;00 IDEOn 11+W T2+C4 13+00 14+00 iS+OO 15+00 1/+00 18+00 13+00 24+00 26F;KI ..+OU 2.3+00 ^_4+00 ?5+D(I 2hr0O C CHANNEL PROFLE ----- NEW GIANNEI 2 10-oc C50 I)0' .. - - -'-c-- --- 1 LIM I6 x o - -- --- ---- -- -- - -- -- - - -_ ---- -- --- --- --- --- - - ----- j I_ _ W__ �► 1 L I W NLL _ 0 /� '. -_.:._�- �=_tt[ ".._.--�_._.. -:...:..-.. -m____--w.-. ___-. a-. �.. �__�__.:-._e-:.=.�-: -Ece _-',-.xi --.--_!;_ _ �..--- ,fie- -- - -.a.__--e�-- -- -�rr -y!i• -- --.�F.--- .. - ` - -- - - - - - - - ---- - -- -- -- -- -- -- -- -- ----- --•- ---- --- - - -- -- - I _ J'EKGiLSQ rLvE•_ � - �«- m v� m �A`Z�,, D STREAMOTCH ALIGNMENT 100 II ' S0 o ILx1 _z(xi ;fon aao .,' \t v ���-a►,. t;( [LET RECORD DRAWN -- `.SCALE 3-- 100' CONTOUR INTEFVAL , S ,FC TION A A ! IAALE 2 DETBd{ION BARN DI ENSIONS AND ELEVATIONS I l `\ A B C D E L W DISCHARGE PPE BcyT DETENTION BM OLIT ET Ngp%w BASIN OVERFLOW BOTTOM BOTTOM TOP OF BASIN OVERFLOW KEY FABRIC INTO 5011 AND SIAPLt BASIN H60HT HE01T Ng J DEiTi IGF/l LBrGTH WIDTH BERM BOTTOM NVEflEN INVERT OUT NVEHEN - �- PER MANUFACTURES INSTRUC90NS - (- ---NORTH AMERICAN GREEN C-350 1 R-3 3.00 t50 150 2.50 2,00 32' 12 4788.08 4785.59 478708 478658 4797.58 N,)IL FRO_ION C(NITRO(I'ARRIC 2 CASCADE 3.50 150 1.00 250 225 80' 20 4776.43 4773.93 477493 4714.43 477618 I YLR)SDI O UNDER FROSI(X4 CON IROI �AOR, VATH DRY(AND GRASS Mix %fl)cAAIL RF CERPH(l)WTTO FREE SUBMIr SEED MI%rn INCdNEIR E!&APIWIVAI 3 TOOLE 325 T25 1.00 25D; 200 80' 20 4766.80 4764.30 4765.30 4764.80 4766.30 ET ::.. A DEMTON BASIN _ 4 DURSTON 2.75 075 1.00 250 200 80' 20 4760.68 475818 4759.18 4758.68 4760,11 j C5.0 `Ct,i Sjlt' glum I rQ I f) OD I � u) > f Z ----DI5(]HARCE PIPE: y I i tm LL 1 AREA 10 BE PROTECTED BY ! I J -� NOR7N AMERICAN GREEN C-350 t � J LROSI0N CONTROL FABRIC [KH.gM1Pl t:Fi CC�N�I EL f II '_Lh l )ry Ir�„ `_,11v r , I i El IIv,,.IIANNI � MIN S1 LI-'F D. % SIGEL.AS NEC'CESSARY 10 A OBTAIN ELEVATION REWIRED AT TOP OF BERM (f3 a PLACE APPROY.IMARLY 1/2 YDS.OF 4' f,' O DIAMETER RIP RAP O mi INVERT OUT AT Al TLFI - - ELEVATION 4762.68 (TOOLS STREET ONLY) INVERT WT --� ELEVATION =4763.18 18'RCP WITH FES FROM I O MH 13(TOD.TLE STREET ONI 1) I Z I I ^ w oW717I 77 ^ •.a `-ac-�r-1c--�� I, ac 71. ■ �"1 ac 1r- a PI SECTION B-E OVERFLOW CHANNEL B CEI 40 PVC _ -T CALL: 3/8" i. I I'� MIN.SIAPE 0.57G 0.51 DROP BFTWt'EN INLET AND IX1TL[i HYPROSFED UNDER EROSION CONTRIL FALIRIC ;.TRE_AM1 LTlICH_CHAN4 L . DL NTT�N GNU 4 I A L__MOLND�AR Wll. DPIPE TDYPIf,AL...__...._..-.__..,. SEE TABLE 2 FOR DIMENSIONS �+-_._. _____-L---_... .. ___...... 6" A' RECORD DRAW ", q g C c G AmN CURB N.Er DETAL ._ CS.O SCALE: 3/4 13" I ` ,.•�i I� II DI LNTION (WAN --- -- SECTION D-D 1'WDE BY 12 I ONG TRENCH GRATIN6 IFCO STYLE S -- _— — \,, WITH STYLE IT FRAME OR EQUIVALENT \\ rl INSTALLED PER MANUFACTORIES RECOMMENDATION 5 LINE WITH NORTH AMFRICAN I TOP BACK OF CURB T -- I,.I._. GREEN C .k50 EROSION ._......_...._ E 1 1.. Rf]AOVABLE GRACE CONTROL FABRIC71 9 �L 1CURB FLOW tINIIv it D(A1BL GUTTER EXPANSION JOINT I -/ - t F I �� CONTRALTI JOINT • 4 1 BASE COURSE CONCRETE INLET APRON WITH W.W.F.6X6 W4.0 X W4.0 CONCRETE,SHALL BE M-4000, C 6'THICK WITH 8"COMPACTED SUBBASE COURSE. I. CONCRFTT.SHAH RE M-40M Z. COVERS MUST Hq.T DOWN 10 FHAMF. I 4„ ,,, Cn F5 N9T1:, m EI(1'ANSI(1N JOINT --..-- 1 ______ _ _ ____ BASED ON OBAWNf,No.04'i29 12(Y CITY OF „ SCA / HOlEMAN MUUIFlCATIONS TO MPWSS, ® �L TAR SIGN JOINT-- F -3'MADE BY 12'LONG TRENCH C4tA'IINGJfEO SME S \\ \ SECTO E E _ tqWH STYLE B FRAM URTFOUI2 ' BOU V 2 INSTALLEDT LED PER MA UFAC MLNDADON NmO SCAI E: S/4 = 1' L. LL F713ET CURB(TV) r WALK (u EACH END) N LL EXPANSION JOIN &5'-D'TRANSITION ON BOTH SIDES Of INLET 3'-�0" J SMOOfNAD ROD .ND a STOWWATER/DETENTION --- B BAsIN WEI-DETAIL � � �' �»� �'��( � ! ,�-_ -_ _ � —_ ._.._. m pE. 3 BASE CO(1RST�`\ \ _ _. __ _ ..._ �•-- --_ '.�Jy N \\ GUTTER DIPRFS4ON TO TOP OF GRATE ._... - , _ j 1. CONCRETE SHALL BE M-4000 EXISTING STREET SURFACE 1' 2 COVFRS MUST B(1LT DOWN 10 FRAME SURFACE ..------ sa VERTICAL. IRf NCH WAIT m! -BACK SLOPE AS REQUIRED a�••CiT C7 Q - • 3 wnn:Hokln IO CO WORM 10 WNfORM TO OSHA REGULATIONS, $$ 10,OSI1A Itf. ItI AIKNtS SE.L NOTE 1 BELOW _.__.. INI ET CASTING— TYPE _. SCALE: 3/4 .,.1�_..:—. 9 ,FF NOIF JFI UW _- TYPE"A"TRENCH HACKFILL IFCO 515--7 _ PIPE BEDDING IMPORTED 3/4" MINUS TYPE I REDLINING MATERIAL 6"FLAT SLAB f,OVER-- B Et" AS PER CITY OF BOIFMAN R -- - - y MODIFICATIONS TD MPWSS _.� SECTION 1j•(r) 2C)' > ¢)_,:� PLACED IN 6 MAX LIFTS&TYPICAL IRRIGATION / p COMPAC R D TO 90%DENSITY a m ACCORDING TO AASHIO C-99 Z . C PIPE TRENCH DETAIL // I STANDARD Q 'I TYPE 2 PIPE BEDDING REQUIRED FOR .L --- ` !1 4'4 PRECAST REINFORCED CONCRETE BASF ',71 ' I ' - SOFT(M UNSTABLE FOUNDATION DRAWING NO,0277.2 PER^ C5.0 SCAI I TO HE CONSTRUCTED IN ACCORDANCE TYPE 2 PIPE BEDDING REQUIRES GEOTFXTI;L FABRIC BETWEEN --L -- -/ - g'C.pAIPACTCD _ ..._ No?H02179 SECTION1 ANU NoNO2`v29 W13(X O TRENCH SKAWALL &IMPORIEO BASE COURSE-- ,,�' THE CITY OF B07EMAN MODIFICATIONS Q BEDDING• MATLRIAI PLACED IN _ 10 MPWSS. F , 6'MAX LIFTS&CCIMPACTTD TO �.�_ _ TO BE CONSTRUCTED IN ACCORDANC'F / - ' ) — 6"X 6'4 4--- �' DENSITY ACCORDING 10 WITH SECTION 02721 AND DRAWING WFLGEO NikE FABRIC ....5�;_. ._._,.... AASHTO T-99 DEPTH VARIES No.02721-28 OF 111E CITY OF B07EMAN HL11 MUST EXTEND TO SUITABLE '---- MODIFICATIONS TO MPWSS r BASE MATERIAL PAID FOR AS A SEPARAIF.BID AS HlED 4 IN SECTION 022ITEM OI11E 30 MPWSS. � ----�5` IRUCH-01151B4lG.Im-14Q1E5:.. 4_'-10' 2 1 SEE OSHA CONSTRUCTION STANDARDS FOR EXCAVATION O Q dW COLA MATION E rl�mHoLE/aRe ri.Er 0 C&O SCALE 3/4" -= 1 co 4'0 PREGASi REINFORCED CONCRETE ' Z 6'FIAT SLAB COVER---- - - -- MANHOLE AND BASE PER STANDARD INLET CASTING—� " E DRAWING NO 02722-2 If CO 515.7 W - __ ---N �\ TO HE CONSTRUCTED IN ACCORDANCE 4'FLAT SLAB COVER---- L7 TA9�1 &TO 8EYY61 DI ME EM 1 _ WITH SECTION 02721 AND DRAWING -- ---- No.07721-28 OF THE (ATY OF BOZEMAN _ WHET Din DOIA T7C�1')ANISE mmnCATIONS TO MPWSS. ff -- DE FOR P,TION ANGLE: 153• BLOCK DU1 FO 3T-4 15' 15' 120' 12•a RCP 3T-3 IF 15, w T6 R.D.P ST-2 12' 15 w asTM cab cLnss 2 - 3T-1 N/A 12' N/A TO BE CONSTRUCTED IN ACCORDANCE 1 36'STANDARD + 3;. 4 N 02121-2 OF THE:CITY OF BOZEMAN —,<� _ F TA sTORMDRM _ MODIFICATIONS TO MPWSS D MANHOLE No.I DETAL _—. __ C5.0 "CALL: ,5/4" :- 1' _— 3 j C5.0 SCN I S/4 1 ( I ! 4 ICI' _-__ RECORD DRAWL ��1)111,