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HomeMy WebLinkAboutSID 389 - 392 INDEX SHEET �. • I INDEX SHEET 2 PAVING LAYOUT - S.I.D. 389, 390, 391, 393, 394, 395, 398, 401,403, 404 & 405 3 DRAINAGE LAYOUT - S.I.D. 392 4 TYPICAL SECTIONS & SCHEDULE OF QUANTITIES 5 & 6 PLAN PROFILE - PAVING S.I.D. 389 7 PLAN PROFILE - PAVING S.I.D. 390 8 & 9 PLAN PROFILE - PAVING S.I.D. 391 10 to 18 PLAN PROFILE - DRAINAGE S.I.D. 392 s 19 to 31 PLAN PROFILE - PAVING S.I.D. 393 + 32 PLAN PROFILE - PAVING S.I.D. 394 33 &34 PLAN PROFILE - PAVING S.I.D. 395 35 to 39 PLAN PROFILE - PAVING S.I.D. 398 40 PLAN PROFILE - PAVING S.I.D 401 41 PLAN PROFILE - PAVING S.I.D. 403 42 PLAN PROFILE - PAVING S.I.D. 404 43 PLAN PROFILE - PAVING S.I.D. 405 �i4- 47 CONSTRUCTION DETAILS PS g58 Note: 9i✓en are on C17V of Bozeman detum. , REVISIONS — —By o —<,3-�- oEsoR. '9s eo�sf' - -.- --- _. -- onTee{�t--�7 - u"nw" �LPI _ _. 1oe no_- HAROLD HOSKINS & ASSOCIATES PAVING 81 DRAINAGE IMPROVEMENTS 47 Rr_ oESCR.._— _ _ - _ CHECCEn� �_ _ ME no. ENGINEERING CONSULTANTS UESCR. _. __- SCALE_.-__. ___ .. APPROVE o �P� __ F,e.no. _.. GREELEY, COLORADO LINCOLN, NEBRASKA INDEX SHEET BOZEMAN, MONTANA HEETS Ir GALLATIN COUNTY HIGH SCHOOL ❑ ST ❑ L Ll HIGHWAY NO.191 �� ❑ ❑ ❑ MAIN ❑ FsT El El 1:1 11-1 a :::il. HIGHWAY Y i S. I. D. 398 I ❑ TET 1 G� L ❑ ST 11:114 ❑ NO IS w DISPOSAL AREA ❑ Eq ❑ El ❑ a E SCH ,Q ,� ❑ ❑ ❑ ❑ 3 m Z o S. I. D. 390 OLIVE ST � }}I �,d+� WILLIAMS , N ❑ ❑ ❑ Al El Fl El GURTI S ❑ El FST� 1:1 Ll } v "` FIELD } W 1' Y J ❑ JW a w W W �W W ,y, W W IA WJ W w WLwl W Wa ,_> _a Q a I a a KOCHa ❑ a STa a a IL_a J „❑ El EGOO�PER F l�✓// 400' _O 400, BOO /ZOD 1 Ll ❑ ❑ '`�= PARK__s. L STORY D F ST Z El m I' 3 m 2 JIE El U ~ M O � GKERSO m ST 3 z.= a B 0 Z E M A N MONTANA o S. I. D. 403 ,� ❑ ❑ ❑ ❑ w ❑ ❑ ❑ ALDERS❑ IST PAVING IMPROVEMENT �- �j tISOUTH �J SIDE PAVING LEGEND PARK I El E F 11 ST -- -- ft0p11e5 to Paring 51,95 017/E D [:1 y ❑ Storm drain to be constructed S/.D.592. Curb to be constructed wilhir/S./.D./mi fs. � LRRI�S El FIT]i L-SI D 405 O. 4/4?171701-6 fo be constructed S/.O 392 --- Curb to be constructed SID. El 1:1 El�IE ❑ ST ❑ If /n/et to be constructed -F/.O. 79Z. ---S D 393DISPOSAL Y. MONTANA ❑ ❑ ❑ ❑ I Q� AREA w Existing alpha/tic pavement ---Existing sewer mtrin I ARTHUR S7 Q e9 Trees 4f shrubs --Existing water main SID 394 q Z t Hydrant — �Yisting gel main - ❑ GARFIEL ❑ ❑ ST y S. 1. D. 401 z • -T-a_ w o- power po/e T Existing water ✓6+/ve STATE Existing menho% HAYES ST I I _ I GRANT_lJ ST S. I. D. 391 COLLEGE , ❑ I- - S. I. D. 389 • Genere/ paving Notes: LI T 1 New"concrete 6*u16V641fier-7y�oef"5hall be constructed as Blom -- -- -- - -- within ell paving 31D..,5 except"/>'o/%ver Catb- TypeB'shell be constructed as noted in S./.O. 1390, S. I. D. 395 , Sfreefintersection r-&dii.shall be /6; f//alley rad;i sho'// CITY LIMITS � / I S. I.D. 404 STREET TO BE IMPROVED � "- SPECIAL IMPROVEMENT DISTRICT LIMITS sl �/j/ REVISIONS Lune /958 C•ki'G� "' BY_(.�!< DATr /� _ DEBCB. AS GIIONS _ __ __ _ DarF DnAwN- �oB No. 25'Jr8 HAROLD HOSKINS & ASSOCIATES PAVING 47 '" "° cKEKED_ ENGINEERING CONSULTANTS LAYOUT - PAVING SID s • Bv_._.____ DArE �/7oi -..----_ PiLEN°. --- GREELEY. COLORADO LINCOLN, NEBRASKA BOZEMAN MONTANA sreEs 2 BY_..__-- DATE SCALE_ �-T _ APPNOVED �P.� F.B.N0. 7 1 GALLATIN COUNTY I EXISTING SEWER HIGH SCHOOL I �L II I LJ LJ L—�LNDE—mH-A—LLIU ST —1 Ll LJ L�J �J ❑) ❑❑ ❑ El MAIN 1:1 I—ST El F—IIF-- a a r ElU.S.HIGHWAY ❑ 1=� ❑ r.—T] El �FF CE El � � ❑� � .O pQ�Q ❑ OUTFALL DITCH ' E W 0, DISPOSAL AREA 1:1 El El OLIVE SCH Fs—T] ❑ ❑ ❑ ❑❑ L ❑ o N - J gyp" WILLIAMS N ❑ ❑ I ❑ ❑ ❑ CURTIS E ❑ FsT] a W °=m — FIELD r > W W I W W W W WD W li W W W W W J ( Q J a a a a a a a a a KOCH' a a [S� I-w a a j Co YA 400 _ O 400 00' 1200, ❑ ❑ PARK.-JLl STORY ST z -- --- ❑ F-1 o I m _ O ❑ ❑// I _a M_ `_� _ _ m E m Eo ❑v� ❑M 3 H O u- x"CKERSO O�n B O Z EM A N , MONTANA ❑ z 1 N ❑ El El ALDERSO FsT� DRAINAGE IMPROVEMENT I SOUTH � i SIDE PARK OLLEG F1 [I [I F1 E[IsT -_ - _- STORM DRAINAGE LEGEND Applies to Storm Drdirieye S.i.O. Oay S..I. D. .392 I F-1O � [� [I Ell Storm drain mal71?01& this S,/,L? Curb to be constructed paving S./,Ds DRAINAGE MPROVEMEN EA 1-11:1 FliE�€LANIE F] ❑ -- r Storm drain //ne Phis S/.D, --- Exisf:r�g curb /r�/et fh�s S./,D,l.9//type A) - - Existir7 y sewer mail? El ❑ ❑ ❑ 7ST I cr W MONTANA Existing e9spha/ficPdremer�f —Existing wefer maims ARTHUR � o � j TrPPs 41 shrubs Existiny gas main ❑ E ❑ ❑ z Hydrant -4--- Existing water✓a/ve o GARFIEL ST El -0- ❑ E ❑ o Powerpo% `�o Existiny rnanho% I STATE I m Li ht o% HAYES ST ¢ 9 P Existing cu/Vert I E GRANT E ❑ FST ' LOLL GE INCOLN k T SPECIAL IMPROVEMENT DISTRICT LIMITS CITY LIMITS n REVISIONS nr ..tDATE ,��SC> DESCR.Hs r:o.�<f= _ oaTE Se�o7.` 57 DRawn_. _ �6'-.S7 HAROLD HOSKINS & ASSOCIATES DRAINAGE LAYOUT STORM DRAINAGE - 47. DaTE— .— DEscR. ys cHECKEa _ rae no ENGINEERING CONSULTANTS • ur.—_ DATE—_ — oescR. _ SCALE ¢��r _ APPROVES. __ P.R.NO GREELEY, COLORADO LINCOLN, NEBRASKA S.I.D. 392 BOZEMAN, MONTANA SHf ETS 37"S,I.D 389 5ta Oa16.4 to .5}a /2*ZO5 9 .37'S.I.D-403/foch St ,moo be unifo / wa/K 37' SLD. 39/, 393, 395, 398,405 graded 93 510 394,40i,404 ,33' S.hD.403Bozm&rl�lae. /1 43p/w/t/c Cawrele Surface 6-our,5_- /z'A,5 hoIl/cC-r—le 61nd&rCourse 2CI TacKCoo} SCHEDULE OF APPROXIMATE QUANTITIES Z¢`Cncrete 3"Crushed Grave/ Base Course MC/ F}-/�Coat curb qu}ter ::.. :: :. ,:•:,.::.- .� .:e:- :::,� ESTIMATED _ DESCRIPTION UNIT QUANTITY SM. 389 S.LD.390 S.I.D.391 SLQ 392 SLQ 393SJD 394 S1Q 395 SLQ 398 . Concrete Curb fasmova/ Lin. Ft .9'4 /O 3/4 8.5 338 T4 2S0 ,J9,s Concrete Walk d Driveway Removes/ Sq. Ft. 9/6 Sub rode 930 ;SOO /O,792 3/5 /,3/O ¢,344 9 /Z Crushed Grave/ Subbzz Course Removes/ of Existin Inlets Each 4 // 3 7 /✓ote:.96�,37'wide streets shall have a 7" Re%cation of Street Signs Each 4 A 3 /S 3 parabo 8 dust Manholes to Grade p8 7 lic crown. 33"wide streets shall Each 6 ¢ 2 2 TYPICAL SECTION N0.1 — NEW CONSTRUCTION have a 6" parabo/ic crown. Water valve Boxes in /ace Each 2 2 / /3 7__ S Storm Drains, in p/ace 6"'PC Pipe Cc-14) Lin.H 40 80 30 40 8"PC. Pipe (c-/4) Lin Ft 40 80 30 40 /O'PC.Pipe (c-/4) Lin Ft. /376 /1";PC.Pipe Cc 73) Lin Ft. 95 2026, /S'RC.P/pe (c-7s) Lin.Ft. /78 5,746 /6"RC Pipe CC-7.S) 9 36'5,1,0.'389 /2+2 Sta ¢5 to Sto/B+GS.09 p 2%R.C•Pipe (c-TS) Lin ft. 37 5/D. 390 St& O>OD to Sta.3+73,6 67/ - 36"R.C.Pipe (C 76 1) Lin.Ft. e 76 7 Manholes in p/ace-T pe A",4'depth Each 3 / /z AsP/l�}tic Caxrete Sur{oce Course. l0 22 eC--/ Tack Coo}. 51g''' M&nho%s /n /ace- Type B", 4"depth Each 6 /�"Aspho/fit Corxrete Bier Course I Extra Depth of Manholes-Type ;4" Vert. Ft Z / 3"Crushed Grave/ B se Course MC/ Prime Ccef. -�— Z ' 24"Concrete i" r fay} 34 ter, Extra Depth of Manholes-T e B" curb ga}ler !� Vert Ft In/et in place -Type q" 8 Each S 53 4 8 3 4 In/ef h? ,ace-Toe B" Each 3 Enshnq Subbase Course to be reconstructed' ° To b5 graded for future Connection to Existing Ma .3nhole Each / utejrade curb walk as shown. Pipe Oeofden9 Material in place Cu. yd /00 Adjustment of wFter Services Each 5 7S Trench Excavation Cu. Yd. 530 /ZO 30 7BSO SO 20 30 Outfa// Ditch m Sum !M2 TYPICAL SECTION NO.2 — NEW CONSTRUCTION Combined CurbBGutter-T :4,'in /ace Lin. Ft 695 2764 ,750 9687 ON EXISTING SUBBASE Rollover Curb -Type B in p/ece Lin. Ft 776 Irate ra/ Curb in p/aceLin.Ft /9 kF/ 00 282 //a/ley Gutter, in place ,Sq. Yd4A//e A tons in /ace Sfyd /8 k3S9S 244 oncreeWe/ks d Orivewa sFt. 670 8/4BO 22}4 Concrete Header /n /ace Lin.Ft. 9B /02 33 96" 37'SID390 Sto3�7.�6 to Sta /B*4(o 6� 6 -O" � p 2 /32 Excavation Cu. Yd ?790 850 700800 /2,500 Subdrains, in p/ace Lin.Ft.0 Subdrains with pipe,/n place Lin.Ft. SOO 24"Contra}e 1p As'p}w/tic Concrete Surface Course. ti0 /00 ,S0 }' PL J Tack Coot 5 Subbase Course Reconstruction ro/%✓er curb z Asptw/}it Coxre}e Birrc+°r Courx. •1 S. Yd 2,000 6,200 3"Cru5hed Grave/Base Course Mr- Prime Coo{ Subbase Course Notaries/, in place Cu y /770 P 0 :: :•.::.•:.....:.•.::. .......... . Base Course in pace Ton d /,/70 27S 9700 2 ,60 B3S 2,390 7940 r foot / j 9,600 340 /,/40 Enstinq walk � ;:: ::. .; ° •.. d c?y AsPha/tic Concrete BinderBSur>ace Course,inp/ace Ton 1200, /,3/0 /,000 3,290 9,800 3S0 /,020 3370 ., �o� Aspha/tic Cement /9,200 20,900 }3,900 /S7,ODO 5,320 /6,300 T3,800 v Bituminous Prime Coat in place Subgrade Existing Subbase Course to be reconstructel To be graced for future Ga/. 2,/00 2,300 /7„300 6/O /,800 5,9S0 curb walk as siawn. Bituminous Teck Coat, in p/gce GB% 700 770 SBS 5,800 2/O 600 2,000 Water Applied lied M.Gal. 200 /80 300 3,000 /20 290 800 TYPICAL SECTION NO. 3 — NEW CONSTRUCTION ON EXISTING SUBBASE Note: For complete end actusl samInaryofc7uantifies see fin&} pgyment forry�s. —REVISIONS q BY DATE �s9 DISCR. S �/ Sf _ _-_ _ DATE lerJt S7 _ pRA�N—�SAL�- jogNQ_.46 ,57_ HAROL_D HOSKINS & ASSOCIATES TYPICAL SECTIONS 81 PAVING DETAILS DESCR. CNECKEo_�..y-y_�__ FILE NO—___ ENGINEERING CONSULTANTS �471 sxEtr rvo er wr° oes suEe NO �/1 nvvRovco0. 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