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OF 26 JANUARY 17, 2010 1111 EllST BROAOVlAY MISSOULA. MONTANA S9QD2 TEL:[PHONE REDACTED] FAX: 40ll-720·2476 PRO~ Ct : 07- 0 4-20'" rnz Iler: D70 POloER PaL lilT m u£R ~ UGH1 Fa..! rP mAli OJ' 0 ow. BOI SHEET INDEX S!:!IT.l DESCRIPTION TITLE SHEET 2 CONTROL DIAGRAM J - 4 TYPICAL SECTIONS 5 RETAINING I'/ALL DETAILS 6 11 DRIVEWAY GRADING DETAILS 12 13 ROUNDABOUT DETAILS 14 INTERSECTION GRADING DETAILS 15 23 STREET PLAN AND PROFILE 24 26 IRRIGATION DETAILS Dl - D12 ~TOR M DRAIN PLANS 5\'/1 - SI'/ID SANITARY SEWER Sl S5 SIGNING AND STRIPING PLANS El E7 LIGHTING AND ELECTRICAL PLANS L1 L4 LANDSCAPE PLANS Ul U4 UTILITY PHASING PLANS P1 P3 CONSTRUCTION PHASING PLANS Xl - XJB CROSS SECTIONS tuRD AlIO CUntR CURD AllD cunrn PROPOSED I co re, S10tllolL k/D""''£\ll'AT I W UrDtAJI I I UOJMTABU:_cr. ~ R[1.u,a'IG WAll. - 01101 - .1 - mitE - - - - so STORU CAM j - - - - JUT .om unrtr iRO. C1l - - - - IUP SAlmAn'!' Sl[Fl sr...tn roR et AIt; sru S....W1,t.RYS[YotR fORC( UAru - c - St.'l&rn ~ \t C[ PROP05tI) conCUR - UA.r.Ji PROPOSLD CO!',1QJR - w~ - GRA\U:Ji!\.l( PA\m CiU\'E - - - - - - lJ\IIl - - IiilCH T CF WAY - - - - - - [J.StUr!n - - - - - TLU? W1S 1. EASOIOH LEGEND ,jO SCAl[ UAiL DOX Unun U SAliTA RY ~ U,fJilttOU I'i' ar!'t9 lf4!r a CRA:Uo\C[ S1JYP POJ;tR Pa.£ CUT NR!: C1LlN OUT " "1 Pc: tSTAt. : nEOl cP nc $ [V[RCR!m mt£ (Silt AS 1I0TtD) fIt croouws TRt! (9l£ AS ,.arm) 0 mu : DRIP SIC!'1 COlT;;a. POIl T 0 UClll.N OIT eDf':HUAr.1'C o..'R9 AIle cunrn W/D RI\'[W"T Cf'(tj:uc EXISTING CURB AUO GUntR STEP SOoDI fOJlC( uu , - SiEP 500ER S(WX SAt.TART sr-tR sow.a: J I,,;1 - - mn ffi( 'ICM - - - roeror ASPtiALT EDt;[ a CRA\'[l D iOt - ' t~ - AffiJAl. 1illPt1001( ur l[ - - , - - CAS U AVI - - • DURlrD l!'j[ 10 UVR:.!D nern orne rDla: - ~ - [ JQSl1" C ccrl10UR MILLER CREEK RD. el¥Y .1~S(f»VLA p~(f»~ge¥B(f»:a .ILLe~ e~DD~ ~(f»A:O l.p~OVD.eB¥~ g~lgg~ .(f»e~IRggIR:g WAY lWfO)~Trl.AR(A ~ Y UHCC CAlL BEFORE YOU DID .tALl.;Z. I;,"DCJ CoIn . Dtn'atl fa nc ~ c:r ..cc:M:JIClUOO _ tC. ~ 1G 1CJ'CHSa'..Jll'Cll Dmr': ,:r11fT I#O'oOf!'.c,.q,). nc:~ ,",U'TC DOI'l 0 1 lHl tA/.QI; l a M I'\CTtUI nor he: IDT~ N'CJNA,fOI. It rs.rc.r".Jl'Do [~r::r1'tC. t:::Jrmo,t.,.-r:MT::l c:rIlU.!oJRr.Dm::I'llDM~ 1ItJrt c:r M"~ewrt1. 1-[PHONE REDACTED] Utirifr tlotific ollon Cl!nlcr 4) EROSION COIHROL PRACTICES Ali!: TO THE COIllil ACTOR'S COIHRACTOR LtUST MAr/HAlll II11ET PROTECTlOII. S) IIDT ALL AIID VEGET.\TlOII ARE SHOWN 011 THE DRAV,'NGS. CONTRACTOR IS RESPONSIBLE FOR ALL CLEARING & GRUBBING REOUIRED \\ITHll THE CONSTRUCTIOII LIMITS. VERIFY VH H EilGINEER PRIOR TO REMOVAL or VEGETATION OUTSIDE THE COIISTRUCTlOII LIMITS. GENERAL NOTES 2) ALL WORK SHALL TO THE MDIHArIA PUBLIC WORKS STMIDARD SPECIFICATlONS, FIFTH EDITIOII, IJARCH, 2003 AS REVISED BY SPECIAL PROVISIONS. 3) IIOT ALL O'o£RHEAO LUIES ARE SHOI\11 0: 1 THE DRAVMIGS. WHERE LIlIES GO FRDLI POLE TO S1I1GLE PRO? ERTY, ONLY SiNGLE POI\! R UlIE HAS BEE" SHOI'," FOR CLARITY. THE HEIGHT'S lK AU EXISTING OVERHEAD LIliES IS UIlKIIOI',I. 1) COilTRACTOR SHALL FIELD VERIFY ALL UTILITIES INCLUDING ALL SERVICES TO ALL PROPERTIES. THESE D R AV~NGS MAY NOT SHOW ALL UTILITIES. SEE SPECIFICATIOIIS FOR REOUIREMENTS REGARDING UTILITIES. THE DEPTHS OF ALL EXISTING UTILITIES ARE UNKNOWN. ~ 1 1- Ul ---PAGE BREAK--- ---PAGE BREAK--- G R 0 U P I- Z W ~ W>0 o, 0 « z 0 0 I- ~ I- o W ~ W W « o « o W 0 o, - - I- ~ ~ REVISIONS NO. DESCRIPTION DATE 1111 EAST BROADWAY MISSOULA. MONTANA 59802 TEL: [PHONE REDACTED] FAX: [PHONE REDACTED] 7 ~ SLOPE & UTIL. EA SE. 2.00 - 2.00 4" CONCRETE SIDEWALK 4" 3/4" MINUS CRUSHED BA SE COURSE 4 n CONC RETE SIDEWALK 4 n 3 / 4 n MINUS CRUS HED BA SE COURSE NOTE PROVIDE MINIMU. e" RISE AB OVE FLOWLINE PRIOR TO BA CKSLOPING AT ALL DRIVEWAYS. ~ 11.00 ~ 5.00 ~ BLVD. * SI D E ~A LK - 0.5 0 ~ ~ 6.00 ~ 5.00 ~ BLVD. SID E ~ALK - 0.5 0 ~ 4 n THICKNESS OF HOT MIX ASPHALT CONC RETE SU RFACE COU RSE TYPE 4 n THICKNESS OF 3 / 4 n MINUS CRUS HED BA SE COURSE a" THICKNESS OF 2 n MINUS CRUS HED SELECT SUB- BAS E COU RSE NOTE EXTEND BA SE & SUB- BAS E COU RSES AN ADD ITIONA L 6· THROUGH THE BOULEVAR D IN AREA S OF 7· SIDEWALK FOR THE FOLLOWING STATION RA NGES 10+53.9 8 TO 11+42 .0 0 15 + 9 0 .8 6 TO 17 + 9 0 .3 2 21+04.23 TO 21 +89.23 25+08.7 1 TO 26+92.29 4" THICKNESS OF HOT MIX ASPHALT CONCRETE SURFACE COURSE TYPE " B" 4" THICKNESS OF 3/4" MINUS CRUSHED BA SE COURSE 8" THICKNESS OF 2" MINUS CRUSHED SELECT SUB- BASE COURSE 11.00 11.00 6.00 ~ NORTHBOUN D TRAVE L LANE SOUTHBOUND TRAVE L LANE BIKE LANE * VARIES - SEE CROSS SECTIONS * VAR IES - SEE CROSS SECTIONS STA 9+60.00 TO 25+91.02: NO SCALE MILLER CREEK ROAD 11.00 11.00 11.00 6.00 ~ NORTHBOUND TRAVEL LANE NORTHBOUND TRAVEL LANE SOUTHBOUND TRAVEL LANE BIKE LANE 0.50 VARIESr 8~0 35 .00 13 00 * 11~~ 1 0 0 % ~ ~ SLOPE & UTIL. EA SE. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 60.00 ( TYR.) VARIES 4 n CONC RETE SIDEWALK 4 n 3/4 n MINU S CRUS HED 5.001: 6.00 SI D E ~ A LK BLVD. * 1.0 0 % 0. 50 ~ 2.00 13.00 46.00 1300 VARIES 72 .00 (TYP.) VARIES SLOPE & ~ UTIL. EA SE. NOTES: 1 SUBGRADE PREPARATION: SCARIFY EXPOSED SOIL SURFACES TO A MINIMUM DEPTH OF 8" AND COMPACT TO AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T99 OR ASTM 0698, PRIOR TO PLACING FILL. EMBANKMENTS OR FILL SLOPES STEEPER THAN 3: 1 BUT 2: 1 OR FLATTER MUST MEET THE GRADATION REQUIREMENTS IDENTIFIED IN THE SPECIAL PROVISIONS. LOWER MILLER CREEK ROAD STA 101+87.33 TO 104+88.71 NO SCALE PROJECT 07-04- 20 A FlLE NQ 070 420 ADT.dwg 2. PROVIDE 4" MIN. TOPSOIL COMPACTED TO 90% AND SEEDING OVER ALL DISTURBED AREAS, UNLESS OTHERWISE INDICATED. 3. ALL DIMENSIONS IN FEET, UNLESS OTHERWISE INDICATED. 4. PROVIDE 2% MAX. CROSS-SLOPE ON SIDEWALKS. SURVEYED DESIGN JWK/ Tl DRAFT' Tl APPROVE JWK DATE JANUARY 17, 2010 5. PROVIDE EXPANSION JOINTS AT ALL CATCH BASINS. 6. SEE PLANS AND CROSS SECTIONS FOR ADDITIONAL LAYOUT DETAILS. f- W W I 3 OF 26 ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- DATE I- ~ « ~ I- Z W ~ W>o o, ~ o«o ~ iu iu 0:::o iu ~ JWK/ Tl " JWK ~ Wo <.9zo« ~ W> 0:::o 1111 EAST BROADWAY MISSOULA, MONTANA 59802 TEL: [PHONE REDACTED] FAX: [PHONE REDACTED] JANUARY 17, 2010 REVISIONS NO. DESCRIPTION SURVEYED DESIGN DRAFT' APPROVE DATE PROJECT 07-04- 20 A FlLE NQ 070 420 ADT.dwg ~ 11 OF 26 G R 0 U P 2 0 ! SCALE - FEE T 3188,16 DRIVEWAY DETAIL STA.32+66 I1// 10 0 10 ! I SCALE - FEE T ---PAGE BREAK--- p u [J R 1111 EAST BROADWAY MIS50ULA, MONTANA 59802 TEL: 406--728--4611 FAX: 406--728·2476 I- Z W ~ W>a o, -I 0 « < I- a w 0 I- ~ I- W ~ a w co « « 0 0 a z w -I a -I - ~ ~ REIo1$10NS' NJ. DESCRIPTION DATE PROJECT' 07 -04-20A rnt No 070 42 0AOT,dwg fl ' E pATH If\Pro;oe "\0104W A\C~ Doto 07041OA\~ LAYOUT, ROUNDABOUT DETAilS 1 SURVEYED: DESIGN J\\K/n DRAFT: TI APPROVE OH E JANUARY17,2010 ~ 12 OF 26 v 13 5 T" - 30+ 2B78 OFFSET=-O 03 PI STA = 101+92.51 N [PHONE REDACTED] E 830591,8605 18.70 P 30000" T 49.39 ' L 97 ,9000' $T"=30+34.13 OFfSET_ _ 20.29 $T"-3O+19.33 OFFSET--18.86 NOTE: SEE SPEC, PROVISIONS FOR INSTALl!HION OF DETECTABLE WARNING SURF. IN MEDIANS, PI STA = 100+99.35 N 972023,6016 E 830596 ,88YJ 5437 R 100.56" T 51 PI STA = 30+22 ,05 N 9718~5 .0748 E [PHONE REDACTED] 18,38 P 700 ,00" T 113.22' L 224,:000' MEDIAN CURB 5TA_ 28+ 72.07 OFFSET=-4.91 5T"=29+16.70 OfFSET=-17.6~ 5T"- 2~4.1O ..sw~rT" - 4.69 TA- l01+25.30 OFF5ET- 18.0S PI STA = 28+39.26 N [PHONE REDACTED] E 8:C0681,8659 2366 R 31000' T 6493' L 128,0000' CURB ST"=lOO+86.38 OFf S(T=5.46 SINGLE LANE ROUNDABOUT GEOMETRIC LAYOUT DETAIL OFfSET=1747 5T"-27+18.70 OFF5ET=43.B8 PI STA = 27+38,25 N [PHONE REDACTED] E [PHONE REDACTED] 13,40 R 310 .00" T 36.42' L 72,5000' 5T"_26-+38.60 OfFSET=1.98 - - - - R202 ,86 - - - : . OFfSET=20.39 5T"-26+29.76 5T"=25+75.65 OFFSET=18,75 OFFSET_18.38 $T"-26+36.43 OFFSET=17.48 PI 5Th = 26+40,43 N [PHONE REDACTED] E [PHONE REDACTED] 28 ,76 R 25000" T 64,10' L 125.5000' ST"=26+05,91 CfFSET--28.34 5T" = 26-+26.8-'4- 0fF$ET--25.71 $TA=26+94,51 OFFSET__12. 5TA=26+ 71.09 # OFfSET_ _p..9'4 . : u' n' n' ~ ---PAGE BREAK--- p DATE u [J I- Z W ~ W>o o, ~ o«o ~ww 0:::o 0:::w ~ R I- Wo I- ::Jo CO«oz ::Jo 1111 EAS T BROADWAY MISSOULA, MONTANA 59802 TEL: [PHONE REDACTED] FAX:406-72 8·2476 REIo1$10NS· NJ. DESCRIPTION JANUARY17,2010 If\Pro;oe "\0104W A\C~ Doto 07041OA\~ LAYOUT, ROUNDABOUT DETAilS 2 SURVEYED: DESIGN J\\K/n DRAFT: TI APPROVE OH E PROJECT· 07-04-20A rnt No 070 42 0ADT.dwg fl ' E pATH ~ 13 OF 26 13 n' u: ~ PI STA = 101+92,51 N [PHONE REDACTED] E 830591,8605 18.70 R 30000" T 49.39 ' L 97 ,9000' Ii] -i e u ts» , / ( ' L_ PI STA = 100+99.35 N 972023,6016 E 830596 ,S8Y) 5437 R 100.56" T 51 L 954178' - PI STA = 30+22 .05 N 9718~5 .0748 E [PHONE REDACTED] 18.38 P 700 ,00" T 113.22' L 224,:000' PI STA = 28+39.26 N [PHONE REDACTED] E S:C0681 ,8659 2366 R 31000' T 6493' L 128,0000' DOUBLE LANE ROUNDABOUT GEOMETRIC LAYOUT DETAIL - - _ ! PI STA = 27+38,25 N [PHONE REDACTED] E [PHONE REDACTED] 13,40 R 310 ,00" T 36.42' L 72,5000' SCALE - f EET " 0 'r;o.Y'li'." FOR INFORMATION ONLY I~ / u 9' PI STh = 26+40,43 N [PHONE REDACTED] E [PHONE REDACTED] 28 ,76 R 25000" T 64,10' L 125.5000' - ---PAGE BREAK--- GRADE SWALE TO DATE f- Z W ~ W>o o, ~ o0a:: w a, ~ LL 0 0a:: « n, 0 ~ z ~ I- W ~ « w :5 o, o I- w 0 w w en I- en en ~ ~ RE",SlONS' NO. OESCRIPTION 3175 3155 3165 STA 19+70 JUT CRoSSI G 16+99 TO 7+96 RT. RETIAING W LL RT. DETAIL) oCT OCT , , ST >m m ~ Viti 20' _ 1 3175 3165 3155 , , , , 320% 3145 1.0327. , - - , , , , " , - 3145 PROJECT: 07-04-2011 FlLE No' 070420AST.dwg Fl!E PATH 3135 w" uu »w w 3135 ~\Projo't'\07U420A\1; 1Jl Doto - ~7IJ42OA\P"i lf1 LIlYO\J T: i s-reo TO 20+~O SlRVEYED' TI DRAFT: BEAITI APPROVE: JWK DIITE: JANUARY 17, 2010 15+60 16+00 16+40 16+ 80 17+ 20 17+ 60 18+ 00 18+40 18+80 19+20 19+60 20+00 20+40 i 17 OF 26 ---PAGE BREAK--- 1111 EAST BROADWAY MISSOULA, MONTANA 51lBD2 TEL.: [PHONE REDACTED] FAX: [PHONE REDACTED] 13 R [J U P I / I ~w I PI STA = 25+13.41 I N 972334-. 5965 LL x E [PHONE REDACTED] \ I ~ ~ I I T 63 2El' ~x 20 40 ADJJS T QWEST I L 1262000 8J I o VAUL T TO GRADE I TEMP FARM ~RM I ~ FENCE SCALE IN FEET ~ - _ _ I 1- - - - enI- Z W ~ W>0a:: w a, ~ LL 0 0 « 0 n, ~ ~ I- Z W ~ « w o, o I- w w 0 W en en I-en ~ ~ 3155 3175 3165 + ~ , , m " PV1 STA 23+21.74 PVI ELEV - 3153.50 K = 122.28 10 Dove • • 4' WOOE'T RAIL WE .CE y_X_' .0 A T AP -31- H20'- I 3175 3165 3155 RE",SlONS· NO. DESCRIPTION DATE 1.32% - - - 3145 3145 PROJECT: 07-04-20A FlLE No· 070420AST dwg Fl! E PATH 3135 3135 ~\Projo't'\07U420A\1; 1Jl Doto ~7IJ4<'JA\P "i lf1 LAYO\JT: 20+ ~O TO Z :H ~O SlRVEYED" TI DRAFT: BEA/TI APPROVE: JWK DATE; JANUARY 17, 2010 20+60 21+00 21+40 21+80 22+20 22+60 26+ 00 26+40 26+80 24+20 24+60 25+00 25+40 i 18 OF 26 ---PAGE BREAK--- p u R 0 1111 EASTBROADWAY MISSOULA,MONTANA59802 TEL: 406·728-4611 FAX:406·728·2476 PROJECT 07-04-20A FlLE NQ 070 420AS T.dwg G I- Z W ~ W>0 iu o, ~ - - u. 0 0 « o, 0 oes Z ~ I- W ~ « iu « o, o I- iu 0 iu iu I- - - ~ ~ REVISIONS NO. DESCRIPTION DATE 3170 3160 3165 END TEMP. FARM FENCE BEGIN TEMP. CONST. FENCE PI STA ~ 30+22.05 N [PHONE REDACTED] E [PHONE REDACTED] 18.38 R 700.00" T 113.22' L 224.5000' P\1 STA 28+81.00 P\1 ELEV = 3156.30 K = 64.03 48000VC PI STA = 28+39.26 N [PHONE REDACTED] E [PHONE REDACTED] 23.66 R 310.00" T 64.93' L 1280000' STA 7+45 RT. EXTE 0 EXIST, OX4B" CMP <30' ) DO NOT DISTURB EXIST. PUMP & SHRUBS. RELOCATE STOCK TANK BY OTHERS END STA. 26+ 9 JUT TREN H CROSSING ST 25+61 TO 26+15 RT. IRRI ATION CHA NEL CHANG (SE DETAIL) EXIST SPRINKLER SYSTEM TEMP. CONST. STA. 25 35 TO 26+1 LT. NEW RET INING WALL (SEE DE IL) 40 DO NOT 20 SCALE IN FEET 1 "CMP PI STA = 26+40.43 N [PHONE REDACTED] E [PHONE REDACTED] 28.76 R 250.00" T 64.10' STA. 5+74 NEW 1 " RCP (SEE ETAIL) I I I I I I I PI SIA ~ 27+38.25 N 9712113.8032 E [PHONE REDACTED] 13J40 R 31p.00" T 3642' L 7215000' I tjL 125 5000' ~~~SRB I I ~ I FENCE FENCE I FARM FENCE / s / - - - PROT~CT • / REMOVE 7 TR;;LE I 18 CMP@TOPI\ _ I INV 3162 73 \ y~ ~_Cl- - - / dt; , ~ I T -lji ~ 3170 3165 3160 3155 0.50% 3155 SURVEYED DESIGN DRAFT' APPROVE DATE JANUARY 17, 2010 3150 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 28+80 29+20 29+60 30+00 31+40 3150 ~ 19 OF 26 ---PAGE BREAK--- enI- Z W ~ W>0a:: w a, ~ LL 0 0 « 0 n, ~ ~ I- Z W ~ « w :5 o, o I- w w 0 W en en I- ~ ~ en RE",SlONS· NO. OESCRIPTION DATE PROJECT: 07-04-2011 FlLE No· 070420AST.dwg Fl! E PATH ~\Projo't'\07U420A\1; 1Jl Doto ~7IJ42OA\P "i lf1 LIlYO\JT: JO+ ~O TO ~O SlRVEYEO· TI DRAFT: BEA/TI APPROVE: JWK DIITE: JANUARY 17, 2010 1111 EAST BROADWAY MISSOULA, MONTANA 511802 TEL.: [PHONE REDACTED] FAX:[PHONE REDACTED] 13 R [J U P 3135 3175 3195 3185 3205 - - VI STA - :5 +75.00 VI ELEV = 195.60 K 45 7 > ~rn rn - - - - - - - - + 8 N 20' _ r 3175 3165 3165 3195 3205 30+60 31 +00 31+40 31 +80 3Z+20 3Z+60 33+ 00 33+40 33+80 34+20 34+60 35+00 35+40 ~ 20 OF 26 ~ ---PAGE BREAK--- G R 0 U P 1111 EAST BROADWAY MISSOULA, MONTANA 59802 TEL: [PHONE REDACTED] FAX: [PHONE REDACTED] I- ~ « ~ I- Z W ~ W>o o, ~ o«o ~ iu iu 0:::o iu ~ W U.o o, oes z« o, I- W iu 3215 3225 R T L P N E @ 40 PVI TA ~ 37+ ?p.OO PVI ELEV ~ 319 .79 K ~ 65.02 200.00ve DO NOT DISTURB TREES OUTSIDE CONST. LIMITS~ 3215 3225 3205 3205 OJ U1> §iw w REVISIONS NO. DESCRIPTION DATE 0.50% 3195 3195 PROJECT 07-04-20A FlLE NQ 070 420AS T.dwg 3185 3185 SURVEYED DESIGN DRAFT' APPROVE DATE JANUARY 17, 2010 35+60 36+00 36+40 36+80 37+20 37+60 38+00 38+40 38+80 39+20 39+60 40+00 40+40 ~ 21 OF 26 ---PAGE BREAK--- ---PAGE BREAK--- DATE enI- Z W ~ W>0 w a, ~ LL 0 0 ~ n, ~ z ~ I- W W ~ o, :5 l- o W w w 0 en I- en en ~ ~ RE",SlONS' NO. DESCRIPTION 1111 EAST BROADWAY MISSOULA, MONTANA 51lBD2 TEL.: [PHONE REDACTED] FAX: [PHONE REDACTED] ~~II~I 13 R [J U P 3140 3150 3170 3160 STA. 104+88.71 2.40% END CURB & GUTTER @ MATCH EXIST. - - '0 - f"Q'- FEET o EXIST. CU VERT S A. 103+00 0 GRAD TO DRAIN 10 4+88 T a SCALE IN TA - 103+ 0.00 ELEV 314.42 K 36.44 1SD.Dove 00 on PV1 ELEV 315 14 K - 31.02 G STA 101 23 TO 101 92 RT. RAGE T DRAIN STA 101 09 RT. NEW 18" APP. CULVE T (45') 5TA '01 17 TO 102 88 JOINT UT UTY TRENCH LT. . . w" uu 55 5> " " 3170 3150 3140 3160 PROJECT: 07-04-20A ~ ~'TH 070420AST dwg 3130 3130 ~\Projo't'\07U420A\I;~ D Doto Lower Rood ~7IJ4<'JA\P"ilf1 TI DRAFT: BEA/TI APPROVE: JWK DATE; JANUARY 17, 2010 100+00 100+ 40 100+ 80 101+20 101+60 102+ 00 102+ 40 102+ 8 0 103 + 20 103 + 60 104+ 00 104+ 40 104+ 80 i 23 OF 26 ---PAGE BREAK--- ---PAGE BREAK--- JANUARY 17, 2010 1111 EAST BROADWAY MISSOULA, MONTANA 59802 TEL: [PHONE REDACTED] FAX: [PHONE REDACTED] I- Z W ~ W>0 o, 0 « « 0 I- iu ~ I- 0 W ~ Z W 0 « l- o « 0 iu - - ~ ~ REVISIONS NO. DESCRIPTION DATE PROJECT 07-04- 20 A FlLE NQ 070 420 Air rig-de t. dwg SURVEYED DESIGN JG DRAFT ' APPROVE DATE G R 0 U P 60 50 OUTILET TO IRR. gWs~~o~ ~~XRT. INY. = 3148.0 40 30 y 20 10 o -10 Miller Creek Road 25+80.00 -20 -30 -50 2 D ! -60 FLARED END SECTION ~tc1~t: 6~~f~T. INY. = 3162.5 SCA LE - FEET ~ 25 OF 26 ---PAGE BREAK--- ---PAGE BREAK--- p u o 07-04-20A D70 42DAStorm- PP.dwg JG BEA\EDI JWK R 1111 EAST BROADWAY MISSOULA, MONTANA 59802 TEL: [PHONE REDACTED] FAX: [PHONE REDACTED] en en ~ Z W W 0 ~ 0 W> Z 0 « en n, z ~ « 0 n, -c w 0 C) « ~ Z W ~ ~ W « 0 o ~ w en 0 en - en ~ ~ REVISIONS· NO. DESCRIPTION DATE SURVEY'ED DESIGN: DRAFT' APPROVE DATE: PROJECT FlLE No: G 11 I II 001-" C> W:II ~ ,I ll III I- u Cll 00 :IiII'II' Fllered Water Notes' This applcation lor gravel roada Sea SID-60S for inlets on paved streets. Sand bags filed with washed coarse aggregate may aleo be used. PavedCity Street ~Nogaps abutted Curb 4D ! SidewBk 2 D, Fitered Water Note< Thloapplcallon for paved otreeto. See SID-606 for ....1et8 on g-avel roads. SECllON A-A SCALE - FEET 20 0 1rI- " MACHINED SURFACE BonOMVIEW SEE STO-3000 FOR STANDARD MANHOLE RING SPECI FICATIONS TOP VIEW BEDDING 24" TION XISTING CROSSING PIPE EJIW / IFCO 3777-M OR APPROVED EQUIVALENT TAND ARD BEDDING o PIPE CROWN 'lTSSI( et }?O.qD f - ~ 7 r~ - Ii!I co Iii "I il/~0'J f- - - tfi" -II ,I ~ III ' I I r t l ~l : III I ' I I Iii: 11 iI 111 8" DIA, PVC FROM CURB INLET, WHERE SHOWN ON PLANS- GROUT OPENING AROUND PIPE PRECAST SECTlON 5' GRATE & FRAME INLAND FOUNDR Y co. NO. 77 0- G OR APPROVED EQUAL , INSTALL MASTIC JOINT IN CURB 10' EACH SIDE OF INLET FLOWABLE FILL ENCASEMENT 6" E ~ i. " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " 6" TO " " " " " " " " " " " " " SEPARA \ S T PIPE BEING INSTALLED SUMP DETAIL -J~~~~~~It~~C~O:NCRETE ADJ USTMENT RINGS 4" MINIMUM, 12" MA XIMUM PRECAST ECCENTRIC CONE CASTM C478) NATIVE MATER IAL COMPACTED TO 95% AASHTO T-99 FILTER FABR IC WHERE REQUIRED, PLACE INSULATION UNDER FLOWABLE FILL NATl VE MATER IAL Digital standard Drnwings and oth~r map" ar!! a~ai"'b'" on the Cit)' w~""ite: hH:p:/!w_.ci.mi"lICIulo.ml:..us!publicwork..jgi"_maps.htm D1 OF D12 JANUARY 17, 2010 f- W W Ien STD - 606 /J Approved By City Engineer V(k~R. Steven King Pre-Paving Gravel Curb Intake Filter Digital Standard Drawings and other maps are aYCIilable an the Cit)' website: htlp:!!www.ci.mi311oulll.mt.us!publicworloc::: n, ~ o-coc::: ~ww c:::o W ~ R en ~ Wooz« enz n, w C)«z ~o ~ c:::o en 1111 EAST BROADWAY MISSOULA, MONTANA 59802 TEL: [PHONE REDACTED] FAX: [PHONE REDACTED] NO. DESCRIPTION DATE REVISIONS' JANUARY 17, 2010 W:\Projecls\D7D42DA\CAD Dolo - 070420A\Design LAYOU T: 10+50 TO 15+50 SURVEY1:D DESIGN: JG DRAFT' BEA\EDI APPROVE JWK DATE: PROJECT 07-04-20A FlLE No: 070 420AStorm-PP.dwg FlLE PATH ~ D2 OFD12 en G 3135 3165 3155 3145 3175 40 I 215+40 20 I 215+00 SCALE - FEE T 20 0 STA: 21 4+B3.29 C NDUI T BANK I - 348.9S· Of 12" Dill N PIPE 0 1 72X H20- l' - 214+ 60 IN. 6" CLEAI ANCE 0 UllUllES (TYP) P [Ac::r FLOWA~ FILL AT 0 NDUIT BANK CROSSING I SEWER INV EL= 31 3.88' STA: 214+2 .49 C NOUIT BANK 214+20 STA' 14+21.91 TELEP ONE LINE E fil I 2 w 213+80 I ST A : 13:.70 ~ SEWER I GAS ( E) ~ INV E 3 14 9 .4 ' STA: 2 +7 J.R7 4 FEET EJ1HER SIDE IF STORM 5E1 ~ s (g 8S_ INV EL= 144.9' 213+40 l. I GAS ( ) I 38.43' eif 12" DRAIN PIPE 0 D.91"~ INV EL 3149.9 ' 5 .87' Of 12" DRAIN PIPE II 1.74X~ PLACE 2" EP INSULAllON OVER FORCEII~N 3165 3155 3135 3175 3145 ' t • ~ ~l " 1 ~ em' \ TYPiCAl PIPING AT POURED IN PLACECONCRETE BASE STANDARD lMNHOLE (SEE NOTE2. PAGE+) ~ ALL PERTINENT DESIGN AND CONSTRUCTION NOTESARE ON PAGE 4 OF ST0-301 ADDITIONAL NOTES FOR MISSOULA SANITARY SEWER AND STORM SEWER MANHO LE STANDARDS 6. CONCRETE FOR DROP STRUCTURES SHALL BE FORMED, 7, ALL MANHOLE PENETRATIONS SHALL BE MADE BY CORE DRILUNG. 8, DROP MANHOLE CONNECTIONS SHALL BE USED ONLY WHERE SLOPE OF LATERAL INCOMING TO MAIN SEWER WOULD EXCEED TEN PERCENT AND ONLY WITH APPROVAL OF THE CITY ENGINEER. 1 USE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS SECTION 02700 WITH CITY OF MISSOULA AMENDMENTS. 2 POURED-IN-pLACE OR PRECAST BASE MAY BE USED. POURED-IN-PLACE BASE: MINIMUM CONCRITE THICKNESS MUST BE SIX INCHES PRECAST BASE: MINIMUM THICKNESS MUST BE SIX INCHES PER STANDARD DRAWING 0:2720-3 3 THE POURED-IN-PLACE CONCRETE BASE MUST START ONE (1 FOOT FROM OUTSIDE THE MANHOLE ANO MUST BE A MINIMUM OF EIGHT INCHES DEEP UNOER THE IIlANHOLE WITH A THREE INCH COLLAR AROUND THE PIPE 4, POUR AGAINST UNDISTURBED [.I.RTH SIX INCHES OF CONCRETE ENCASEMENT TO SPRING LINE AND FIRST JOINT OF INLET PIPE. 5, ALL JOINTS BETWEEN MANHOLE SECTIONS, ADJUSTING RINGS, MANHOLE RING AND TOP SECTION, AND AROUND SEWER PIPE INTO MANHOLE SHALL BE WAlERTIGHT. JOINTING MATERIAL SHALL BE "RAM- NEKI!l" OR EQUAL FOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE WALL. 9, CROWN OF LAlERAL MAIN SHALL MATCH CROWN OF TRUNK SEWER. 10 MANHOLES PLACED IN UNPAVED AREAS SHALL HAVE THE COVERS PLACED EIGHTEEN (18") INCHES ABOVE FlNISHED GRADE PER CITY OF MISSOULA. ENGINEERING/UTILITY SECTION ADMINISTRATIVE RULE NO. 604. 11. BASE AND FILL CONCRETE MAY BE POURED MONOliTHICALLY. 12. ONE-HALF INCH SPACING MAY BE OMITTED WHEN BASE AND FILL CONCRETE ARE POURED MONOLITHICALLY. 13. BASE IS TO BE SUPPORTED BY FOUR CEMENT BLOCKS (CMU) EQUALLY SPACED AROUND PERIMETER OF MANHOLE. 14. DUE TO PROVISIONS IN THE FEDERAL TRANSPORTATION ACT, VENDOR MUST AUTHENTICAlE UNITED STATES ORIGIN OF CASTINGS FOR FEDERALLY FUNDED PROJECTS 15. COVERS (LIDS) MUST BE AS SPECIFIED IN STANDARD DRAWINGS: S1O-300A (SANITARY SEWER). STD-30DB (STORM SEWER) OR STD-C (DRY WELL OR SUMP). 16. ALL P.Y.C. TO P,Y.C. DEFLECTON JOINTS SHALL BE MADE Wm-J A GASKETED P.V.C. REPAIR COUPLING AS A GPK 906 STYLE COUPLING OR EQUIVALENT. THE USE OF A PIPE BELL AND SPIGOT ASSEMBLY WILL ALSO BE ALLOWED, 17 ALL PRECAST MANHOLE BASES SHALL HAVE A FOUR INCH CONCRETE BASE EXTENSION OUTSIDE THE MANHOLE FOR SUPPORT. 18 ALL FLOW ACROSS MANHOLES SHALL BE ONE-TENTH (1/10') OF A FOOT FALL, UNLESS THE FLOW CHANGES DIRECTION ~ORE THAN FORTY-FIVE DEGREES, THEN THE FALL SHALL BE TWO-T ENTHS (2/10') OF A FOOT FALL OR GREATER. LISEON!Y SID 300A SANIT"'FlY SEWER COVER STD-JOOB STORt.l SEWER COVER STD-30OC DRY WELL I SU~P COVE:R SID-JODD FOR FRA~E AND DUSTPAN (SEE NOTE 14. PAGE 4) ~ I DUSTPAN (NOT REQUIRED IN STORM SEWER MANHOLES) (SEE NOTE 15, PAGE 4) ~ I t FINISH GRADE TO TO~ STEP T VARIABLE PRECI>ST ECCENTRIC CONE . sroe I" ..0'1 T"fP'~\ V.'~SEALEDJOINT -c STEPS90· FROM 'I-f-e PIPE IF IPOSSIBLE [ TYPIC& PIPINGAT " • .f---PRECAST SEGnON DROP MANHOLE \ IF PIPE DIAI.IETER s, Y.'·:~6·~IFn;,~E2~~·gER ~ \ IS 24' to. OR GREATER - - -l.l.t" . j . FILL CONCRETE AROUNDPIPE 6~N~~~fm . 6"FI~:~:~I:~M:~MUM (SEE NOTE ' ~ d. ~ fPOURED-IN-PL..-.CE PAGE4) ( • . r- ~ t ~ AND/OR P':ECAST l,l_ CH~N~D~_ 2' TO · PIPE DI"'METER .1 - Sanitary and SIorm Sewer Manhole MiStl%LA -I PaQe1 of 4 ~ I r. c'ifr~~;~oo~~ I"'op'o' 01/1973 I STO _ 301 Engineering Division /v...fl ~ Kevin J. Slover' 1R=vlsed: 01/10/20071 Sanitary and SIorm Sewer Manhole MISSOULA -I Page 4 of 4 ~i9 I r. f c'ifr~~;~oo~~ I"'op'o' 01/1973 I STO _ 301 Engineering Division I"""fl ~ Kevin J. Slover' 1R=vlnd: 01/10/20071 Mop'o" 04/09/19731 STO _ 602 Flevii3ed: 03/30/20051 o-",it0 en z ~ « 0 o, « w 0 CD 3180 « Z ~ I- W ~ ~ W :5 0 o 3170 ~ w 0 0 en I- en en ~ ~ 3160 RE",SlONS· NO. DESCRIPTION DIITE 3150 3140 .4-3' Of 12- DRAIN PIPE 4.25X S A: 328+31.7 1 FI ER OPTIC(9 u STII: 327 71.J9 48 ,36· CMP CUL RT {E INY 1 P CE FLOWAB E FILL AT CROSSI G STA: ~27+ 00.D Fl8E o- ne (El INY L_31 ~D_7' -c ~ ~ ~ w ~s z ~ 0 ~ ~ ~ v .1Il:> ~ -w ~ ~wo ~ > UlO:::~ ~ 5TII: 32 +61.82 GAS 5.53' Of 1 " DRAIN PI E 0 O.9OX 328, 6' Of 113- 0 AlN PIPE 0 o.eox 5TI\: 32 FIBER STA: 326+1739 CABLE TV E) PLACE FL WABLE FIll. AT C OSSING 325...76. 3 16 RCP SIPHON PIPE ( ) IW 3146.7 ~D OF LINE 3150 3140 3180 3170 3160 325+50 325+00 325+40 325+80 327+20 327+50 328+00 328+40 328+80 329+20 329+50 330+00 330+40 i 06 OF 012 ---PAGE BREAK--- DATE ~ Z W ~ W ~ a, ~ o ~ ~ W W c:::o W ~ (J)z o, w CD«z ~o ~ ~ RE",SlONS· NO. DESCRIPTION PROJECT: 07-04-20A FlLE No· 070420AStorm-PP.dwg Fl! E PATH ~\Projo't'\07U420A\1; 1Jl Doto ~7IJ4<'JA\P "i lf1 LAYO\JT: JO+ ~O TO J ~O SlRVEYED" JG DRAFT: BEA\EDI APPROVE: JWK DATE; JANUARY 17, 2010 1111 EAST BROADWAY MISSOULA, MONTANA 51lBD2 TEL.: [PHONE REDACTED] FAX: [PHONE REDACTED] 13 R [J U P 3185 3175 3135 3195 3205 r zo o , 2 ~ DRAIN PI E CD 1,6B" 350..36' Of UPPER MILLER CREEK ROAD , ~ I - - - . . . . . . . . . . . . . - - . . ' - H20'- 1 - - 3185 3175 3165 3195 3205 330+60 331+00 331+ 40 331+80 332+20 332+60 333+00 334+40 333+80 334+20 334+50 335+00 335+40 ~ D7 OFD12 ~ ---PAGE BREAK--- ---PAGE BREAK---