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Home My WebLink AboutSID 418 - SCHEDULE OF APPROXIMATE OUANTI DESCRIPr/oN UN/r E STORM DRA/V /TEMS INDEX Removal of x1511,79 b7le t Each Storm Orai , in place / INDEX �` SCHEDULE OF QUA NT/T/ES /2" R.C.P�'w Class /7 /n place Z.F R.C. Pi L. 2 S./.D. 4/8 L OCA T/O/V PLAN -PAV/NG 4` STORM DRA/N e C/c ss z in place F /8" R.C P/' e class,ff in /ace Z.F STORM DRAIN PLAN-PROFILE 2/" R.C. Pie C/ass /n Place L.F 24" R C.Pi C/ass 711 i,2 face L.F. 3 PEACH ST. P7" R.C. Pi Class T/ /n place L.F. 4 N. BLACK AVE. In T e %9" in lace Each /n/e/s T e B" /n 0161C& Each 5 VILLARD ST. e SHORT ST. Manho%s r e q• /r/ fd Each manholes e- B"in lace Each 6 BEAL L ST. e L AMME ST. Extra De /h of Manho%s &Lef ;q" V F PAV//VG PLAN-PROFILE Extra DePJh of oanholes Tyoe 'B" V R Pi e Beddi Mop/eria/ in /ace Co.. Yd. 7 PEA CH ST. Adus/men/ of Wafer Services Each Trench Exc vat/on Cu. Yq 8 /V BLACK AVE. Connecl/on 6, Exisfin Manhole Each 9 IV. BLACK AVE. e VI L L A RD S T. R/ roa Bar/ Protection, ii7 /ace Each PAV/NG /TE S /O N. BOZEMAN AVE. Ad us/Manholes /o Grao'e Ea ch /V BOZEMAN AVE. e SHORT ST. Water halve Boxes,/n /ace Each MONTANA AVE. Concrete Cub Removal Combined rb e Cutler,in lace L F. / EA L L S T. Concrete He der/n lace G.F. Concrete Walk e D'-1 vcwc?u Removal L AMME S T. Concrete Wa k "''Driveway Build Concrete Gu// "er Exist.Core.Box Culverl Each DETA/L S Concrete A// A ron in lace S .-Vol /5 MANHOL E T.YPE A �' 'B AND INL E T TYPE 'A " /nle ra/ Cu /n /ace L.F. Subdrd/n L /aCe L.F. /6 INLET TYPE "B " e RIP/RAP BANK PROTECTION r bdrd/n wi P/ e in lace [.F. /7 M/SCELLANEOUS PAVING DETAILS Cu. Yo Ton/6 T,YPICAL SECT/ONe DETA/L CONC GUTTER bbase Co se Ma/erial /i /ace Cu. ,Yd.ha/tic Corer to ii� er Surface Course ire /ace Ton OVEf? BOA CUL VER T As ha/tic Ce ent Ga/ 9 BIIUrr7ii70 s Pine Coat /n lac Gal. / B/fvmii�ous T! .l Coat, ire /ace Gd/ Wafer A /, /Yl Ga/ Tree /Pernov / 6"to /5" iarnet�r Edch /5"and ov r Each Re%cation o Sfreet S%9n5 E-�, REVISIONS DATE September, DESIGNED✓./.P• - _ HAROLD IVS & ASSOCIATES ---- ----- \ ESCR. _._ VB NO_ 5� 6O I"4 - ESCR_—_ —___ --- /✓o scale CHECKED--THT- ENW ""1NSULTANTS B0ZEMAN M0NT,4NA INDE _ __— _____ ARpII0VE—_-_—_____ F.�E.LEI.COLORADO Gh .1"F MONTANA LINCOLN,NEBRASKA SCA�� f CITY LIMITS —-------------------- w ------- - - ---- - -- -- ---- -—---- - OAK ST o BIRCH DISPOSAL AREA LEGEND °f E BIRCH ¢ � � �� New Combined Curb z 3 x � Gu}ter c� New ConCrele Alley Apron =I W. HEMLOCK ST. \ Existing Concrete Curb Existing .9sp17a111c Pavement \ _ Existing Walk W. JUNIPER ST. Existing Sanitary Sewer —SS— N Existing Water Main W— i Existing Gas Main G— Existing Storm Drain SD— W.TAMARACK STJ TAMARACK ST Exisfii?g Cu/vert Existing Sanitary Sewer Manho% po Exis}in9 Storm Drain Manho% p New S/orm Drain aW. ASPEN ST. New Manhole ASPEN ST x /Ve 0/ /n/et m Fire h'ydranf z COTTONWOOD ST Power Po/a Telephone Pole o Guy Wire � '" Tree DURSTON ROAD > PEACH ST e Hedge-, I w =� Fence > w LJ w > w —x—x— NI > a F a a a > I w I 1.1, LLJw i a SHORT ST a j� a > > r o a o z a a x r x o o I I z F-Lc) It ro 3 a z z z f J m x Z Z VILLARD Z ST z z I w GENERAL NOTES a = a /)Street /ntersecfion Radii' shall be /5.' z All A/ley Rao'il shall be 5%a' zz 3 2) The exact location of Exi.sfii?g Utiti}ies is/o [ w o ' Lo'eterrnined in the Feld by the C0171raClOr BEALL ST I o f The owner assumes no responsibility as To the w m accuracy of the /ocatiOnS shown, Q Q Q z LAMME a ST I z Area crosshatched thus indicate s street to be paved Heavy /ii7es shown thus indcates MENDENHALL ST storm drain /ii�es. x x x � � H - m m MAINSF1 f STORM DRAIN a PAVING S.I.D. 418 RE 1510 S _ �<,R DESca DATE �embe/ /96.0 ,E ,RED._- /�.P JOB BD _ 59 60 HAROLD HOSKINS & ASSOCIATES __- -- re-eD-.__TH r Fac�O ENGINEERING CONSULTANTS BOZEMAN, .MONTANA S•1•D 418 LOCATI0 _ Oesca -_ scAE f� I/'OY.L-3�<7 APPROVED r.B.NO GREELEY,COLORADO GREAT FALLS,MONTANA LINCOLN,NEBRASKA - -_ PAVING a STORM n 1� 1 � 1 1 \ \ 1 1 \ 1 ` 11 ` 1• 1 1 MUM In ____i_______! __ _____'7►1�:=171r1�fI�A ��>rwr!_�___.�____r1A1 _ 'w.��7�1�.________i_s ___ ________ _____r.2rue.rn�cw.uiu�iil-ii�ir��=e•r�.�r�y/��i___._____r.�ruw .c�:�.ft.+..>.�-r-'[�ri.►� ___________ WOMEN MISS EMMME SIMMONS _ __________i.�_____ __!_ E!_i________. 10021111 ME WINES 10111 __ 11111 ___�________. CS=C=====__ ====C=C= =====C:====C===CC==C=====_______ SEN _C=C=_==C===i==_==___ MISSION 10111 NES IN 1101 �__M. _ � = _._WM _� ■ i_ _ tea.__ __�_��_ __��____________I______i________ ____ INEMNS wl.i—1rt!!_: ___._■ _� GT.ZJ,r77 ___� _____________1.________� 10_____ rE 111_.1_ esl:a�u�lu�_��_T_w____! __ _____ �/.711�111.�►11■i" ■I.__i__rIf/%i�i__i__�.11__�� __.�_�_ i_.1 _____.�________ _ta_____1110 __ MOVEIN WEEZIMENES _ __ __ _ EE 1 =. ======_jai _=====i=====� ��r 7 , __ ___r'fL]\.7_________!_______________L V\1__________________CII►��_____i_____i_ 1111 _al _______i_____!K__________ _____i_ 101111121 -_ i,w =___��______ ��___ . _______��i�Ti. _____.______I►�______�_______i_ ___�1.�._________ __ _mall_ ___________I_______■f�____�.I__�___�.R___i_____ _J__________ __:_ ===__ EmC __�� _ __________�i_.____________________i ____.G>•=_iI'__S.>•_ _,r�__i• ___i=__i__ii___.ti__._->•__i-)____�__ir>•__i__ii__ _i_.rfy'acllulai_�__�.��IAI�#III/!�_!J.!•!!_!J. __ __rlr..-71._\.�ri[ 111i.C�>s•7�r\_�lYt•`It irrr 11 M M7iL*-1III /l./,/I//L=l/ /%/:7I�J1r71!}_IAA__I!1!■IR._�Z ___�_�JLLt•Lei:I��Yi'�CY3Y►Ci,�1.i'JJ\ift•..i3�__■_!_7T177.7�.�7.r'l�l��1r�__!_\�I.al �1�/r_.l�r��1111\�_Ir�'\\I■IJJI.&.I J�.1i� ��ifY1�G—'��i�_i_!J\/71RT'S_r1}.r�7\Il�.lfRf•J_____.____Ii.W�'��,Wig 1\._�1,1.11\�1..1\■1�__��r�&W@Lii.iY/IailiiWa__LME" L7� .T7i__Si"TT>•___i_i__._!_f p/r./!!�i!13773_ __I311fR1�__��___�711_Jlfl�.'1�ti1.L1L3'1'LZ _■__ AL%1'1\/r....'r1_\}�-I..I.�.1l\rIw__DATE— DESCR. APPROVED- —F,B.NO i_ 7__i aV ^ N v `0 ro R y in v a^ Al ro ^In an �� as E Xti ya �� 4, � ^h � 60' g `�N �� v 60 �a� a 6 kV a. �a GO" �a� -h as Xi �V Nm W a� b hni 20' B 7' (D � b � 37' ��ti3 � . a� 37' aN TO ,� � a � � � N. BLACK AVE. I roN m� I ff �� 3 % ro Oti G G -------�-- W W SS ° o P. __ . --- ------- - ------- -� --- -- ----- -- ---- -w--- - ------�---- W -------- - W- - -- ---------- - -- W W - hl ��< V� TO6 V� v� m� w av o o aU o "Zo aW Z y y v Q ZW \ Q vQJ ra p -ti Z �� a �h C� �' R Is 14 �' - - - - — -- - ---- -- -f -- _ Fi e I a --�— -- - - - I o I 7 O 7 0 4 m , 477 _'� _ _ -Exi S/ire 6r v - - _ e I _ - - r x j x 477 _ - -- - � /, — 4770 tec — - Rc- Hdomo 765 --- - —_ -L I / - - x -- �- - - - 476 - -- L. z z _ - 760 - -_ - ---- 4760 a j - L Ls - - - - - EY — 9 0 .,,v TN . _ P� IA € -. O SHEET ND. C ANT __- - — — SHEETS '- Er DATE_ DESM acAL� - - nrPr<wFu G- GR EELF_Y,COLORADO GREAT FALLS.MON NA _N SKA /�l/N/MB Mo.eal vvn PLATE I—UN—PROFILE 0,v n.A R.E. a o � �n a^ � o o Y. 58' v s 50' 3 7' °0 58' o° Z °o^ 7' `� h 37' , 37' �W miiH � ^� V/LLARD ST. m o GSHORT ST, • ° tb N N N IH tl > E4 V ^ V °i°� �v cf Z 4 ) o N W Q Qi �. N8 Q mh v.Q 14 to 114 � �V - 7.4790 � ar Fi nt. I W i _ I x , Exi !in ° a 4775 = 1 - — - -- 47 ° ° - - - =W - -- 4770 - _ - NJ x 7 92 ow � I 47651 ILI— - — ,5+ee—, By_ v o_ _ P LIZ - b IAR LD- - _-- Er seaL� _ APPRoveo_ — EELEY,COL RAD G x Ers IXUN%MY No ml a'si: PLATE I—PLAN—PROFILE u.P R.A R.E. ...PAT ASH WC..LINC LN.NCMR. ...........,................ ... N N N Rli IR 4g.5 37' 8CALL sr 1g, o'oN23EALL Sr ILL- W2 A"IWE S T 4 EE:! 10 144 4 N Vi C,� %N IR Q �, ;� 'sz it a( I 110 Ahab z\i kk % 4�"i -4 �ZoIrl) ob rN'o 'N' ri col, 14 #6 /V Black A B.M. K Vdl. Z i 517=n IF t L4_735 V17a' __X/s 6��flno, 4 790 47,90 Ed. 9 1W '//7—www�sIff MAI 4775, 0. 3�O 4"It ----- -- 1wa 4770 4770 4 Ail I L GiFqE 77 7Z �xD� = Q . l B1 -N NJ MONTANA— BssE A� TR— �ffl Q D N LP A 0 sxEETs SHEET NO.F— Alv DESCR.- SCALE_ F.B. 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The /raps/lion length between a normal b''. 12"Subbase course b 3 R curb section and a drop o Walk shall be removed C replaced 4 d; ° curb sec/ion steal/ be 3'-O" °: '' " 'o'' ° ' / l as o'irecled by the Engineer R 4 COdrSC concrete ° ,:. :,•:,.' :. a o ...e;..,•.:.' _ , •;-.,. � aggregate 0 � 4',ol,2)e, /f4"bet/ sp/g0/ used, /over ha/PK 1 Q a: o'.'.:;.:° of joins steal/be filled ° a 5"Concrete Walk I I wilh mortar. o Qta e T Sheet width as shown er T ica/Section NOTE: 4"Subdrain / e an gent point p,o at the Typical to be placed on/y in/e/ /,cation 5=0" 50'Maximum dr TYPE A CONCRETE HEADER reclion of the Engineer /2" I~� CONCRETE CURB e GUTTER Scale Scale: 3"_/' p" SUBDRA/N New concrete Scale. /" _/'-O' Curb 4' Gu/ter Typical expansion Jomf /ocalion. TYPICAL /NTERSECT/ON LAYOUT Varies No/ /o scale S1ope:!W oer foot Gutter F/OW Line /nlegral Curb Q•, o'': 2'0 horses 5=6"Min. / CONCRETE WALK / Scale.'/„=/,O„ � 4"Base course New Concrete Curb Gu/fer C"Concrele alley oaoron � / / / � / / / � SECT/ON A-A / ha/tic Pavement NOTE: A/ley Aprons shall be bus/t to New As P meet Ex/S11r)9 5'Concrete W.9/k or to w/th/i? P from Property Line Right of 9vay on width oP Street � A//e width varies /2' l0 20" C 5' Concrele Walk I I II -- I A / Remove existing Concrele Curb Existing 5'Conere/e Wa/X- /%�; Ex/sting Concrele Curb /2' l0 20' ��/ - _ • -; - -'. �••'. . '. ,. � Use in P/ace - _ ——, — 7, Remove exielin9 asoha//ic pavemenl — — -- _ and replace with new aspha/tic pavemenl /o approximate/y lhese /emits • ' R ' /nlegral Curb /o vary from /. curb /e to O"at nd of returnrn. - 24"Concrele Curb e Gulter Existing Alpha/}ic pavemenl Expansion Joint A Conlinue !}ow line of gul/er Expansion✓oin/ through alley apron as shown /NTERSECT/ON RECONSTRUCT/ON PLAN NO/ /o Sca/e TYP/CAL CONCRETE ALLEY APRON Not to Scale 9r __. °ATE °ESCR. _..7DIE,5-A tuber,lg6o DESIGNED Jr.[Jl R ,pp R° 59-6o HAROLD KOSKINS & ASSOCIATESH'IS"EIT R°. RrDATE DESCR. REVISIONS CHECKED__ !•//.r E„E R°.---- ENGIN-ERING CONSULTANTS BOZEMAN MONTANA MIS CELLANEOUS PAVING DETAILSGAT" °ESCR. -__- scup As ShOWr7 All'-VEo _ e P.NO.-_ GREELEY,COLORADO GREAT FALLS.MONTANA LINCOLN,NEBRASKA 17 c � � C v v J j a Qj Q'7 Ib h V If L tT _ O / � J��• _ � cam. d ti o '°If \ Ge 2 1 If Qi 43 ems \ It °° V °� i LAMME ST.If v h O ro ro N4) °o kP (� 'DO° o (� Zz If / a'. / tij N � SeCk"77ber 1960 ✓.✓R 59-60 HAROLD HOSK►NS & ASSOCIATES TYPICAL SECTION & DETAIL CONC. J:�S] s"EET":I,— r DATE DESCa. DATB DESIGNED ,Da aD. B O Z E M A N M O N TA N A er DATE — DEBCa. CHECKED T.H.T. _F;LC ao._ ...__—____.... ENGINEERING CONSULTANTS GUTTER OVER BOX CULVERT I S Br DAr DEsca SCALE /UO Sea/e ArraovcD —F.e:nD. GREELEY,COLORADO GREAT FALLS,MONTANA LINCOLN,NEBRASKA