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HomeMy WebLinkAboutSID 530, 535, 536, 537, 538, 542, & 543 --- S.I.D. 536 SHEETS 5 a 7 GA LLATIN COuNTr .AIR r.R0u ND5 S.I.D. 535 � N SHEETS 6 7 r rt S.I D. 5 4 �, v� S.I.D. 530 SHEET 13 SHEETS 3814 I Lt •' e ��-1 r S.I.D. 542 T� �(��' SHEET 13 � �I .�J" F— [ �T'i'''i I T-1 r rqd ttp�pq��ppr �q 1klq r �� H / �[ JL zi gr.i,- .eTrpr 5�'.E I " I a _ aAr I N D E X E7 ! !� L —J S C 0 RN!, Jn SHEET DESCRIPTION d �?xs rT l I S.I.D. Location Map 2 S I.D. Quantity Schedule S.I.D. 530 � 3 West Beall St. Paving a SAD 538 �T $ Miscellaneous Details SHEETS 10,1113 12 4 North 21st Ave. Paving S.I.D. 535 81 536 5 W. Hemlock, W.Oak, N. Fifth e Drains9 S. S.1.D. 535 I 3 SHEETS 8 & 9 p 6 W. Hemlock St. Paving - - � g - t S.I.D. 536 7 W. Oak St. Paving I lr - - - :... - 11:0 S.1.D. 5 3 7 r 8 Kagy Boulevard Storm Drain 9 Kagy Boulevard Paving S.I.D. 538 L ; 10 S. Eleventh Ave. Paving — I I Lincoln St. Storm Drain 12 Lincoln St. Paving �l S.LD. 542 & 543 _ 13 Olive St. 8 Villard St. Paving 14 Miscellaneous Details REVISIONS Ma , /974 I /� S.I.D. LOCATION MAP `'r `3ME[T NO By DATE__--_ —DEscR. DATE y DRA.rN G_N �oRNo ,20-7 THOMAS, DEAN & HOSKINS INC. gOZEMAN MONTANA er DATE_ A/ DESIGNED y^ - v.e No #38 - - ENGINEERING CONSULTANTS GREAT FALLS, MONTANA LEGEND & GENERAL NOTES Br - DATE _ _ _ DEsc". SCALE Nana_ APPROVED!� �C: SHEET! uj '3 cli N 'q- Q X, N z l< 114 C3 'j/%%%l%%/% c k i % Is\ �k WEST w sphell"Ye 77 77 7771'*- On Pavement ,/ 10 V V� v NORTH 21st AVENUE a DURSTON ROAD Grord INTERSECTION DETAIL 85 SCALE 1" = 10' 36'4V ---j L 4780 _ - _ - AS CONSTRUCTE__- 4() 75 85 'Ora 4780 UMUL4- 751 V77 vd 1- -1 �j 1 2 3 REVISIONS CON5rde4CrZ, lY 6 4.r ,T. -16-75 ...c, 45- DAT /9741 G.H. H.A JOE NO. 'PO-;7-;f THOMAS, DEAN & HOSKINS INC. S. 1.D. 530 WEST BEALL ST. PAVING a 5HZ�NO, IIIY- DATE--- DKOCR D991ONED W'W-D, F.a-NO ENGINEERING CONSULTANTS GREAT FALLS. MONTANA BOZEMAN, MONTH MISCELLANEOUS DETAILS 14 IFY- DATE DESCR T. 3 - - ` • - 1 . jo1 • ` ,1 y • , ," \ • , cn 0 t7 1��s M .. • OMB �.© _ - �• �� �.� I u • n 1 , 1 • ,Y ' 1 ` 1 � 01Ln • CONSTRUCTED AS ■�- f�TT���3i�3� � ___ 1_=_ �i`�Tv'��TF17:'I.'i �i�e'��lr!'T3T.�:?Ts�'/i� �1iOV=_ __ ___ ___________i M�_ $__EN i ���___ __ 1-- �MMWC-- - ------------- iC - _�.•!•."..7 -� --- ______ --r �---•-----•■i\I■'tea --- _s. --- ____ _—�..1,.�--�•--- —�,..��___ --_—_ ________ __�:•,..>___�.11.■�__�."•_■■■pia■■■__ —__ S-- _ _ � � _ � C���= C��= C_-C-�.�.•.�--lVY..�-I��.V YY�-..i-- --C �__ ��__-___C_C -_ _____-1.�_■ice___■•1�__S\FS��1■;I.'/__ -__ -- C-. = S C________ _Ili__ .T___�:lli__�•i♦\.���•\•/-_-_- -___-_ ME • i'�_� r _ ______ =a►.>,— ice= iiR__=�ri�'__�,���•c•-- --- Now iW C_ WWI __ _____________En_ T---rr■__ -_CC=_■ =C__= • __ _■I;.�__ ___ SC =SSSS—SSS� �gw� m� ii iC-_r��=_ �J•1 __ 1�ll��i__ �� - /7r1C7Y71r�I%II- __ •�__� I��- = C ----__ __ — -_ lull 1•f•�_ ��_ �- i =__ ®�=_ __� --�■ _—_ DOE 111111Z. �� CCC =====SSCC—=CSC=SCSSSSS=SSSSI:�'�S SCC • =!� .=m5�mm C CCC- _______-_ ___ _-_---------•••Yr•!\i__ _-- CCC- � .",���� �� i=� � Ci =�CSS= SS =C=•. OC=OCS� .". S_ C RON _ . ..j 1•. � _____ __ 1 _-- �j _—Mm__■■�♦ 1 __■■�vr�__ Y 1 _ OSSL, Ci_. MINE CS s SSA •L�,�S� �M- =far �•'SCS S _.SS— _S SSA"_ C= ==SEEN-'S-- — I Na • ■ • • • • m� Y�- 00 4A T..r ENGINEERING CONSULTANTS GREAT FALLS, MONTAN— BOZEMAN, MONTANA ' �© a o �� o P/aced7Cu Sd ofyrouted h n �y G Z - 5ta.3c25 to 4�90 Built /65 L.F. a{Di tth Cap 0.400/S/o e L%itGhF.L.eP3,25 -2R5/o� hh�0y� v See TyP Ditch has8rvibe{/at bottom �VM1� h Srb Sta. 9,26 End 42"AY P/pe �I li ) v V V C Bui/y rig/ef La 30LF Storm Drain. Insta/led Y /aced ��pkao end Section. 1 a h r TC 4356 I � ` eta 3DO.DOEastfl>Yest fjui/t M.il. "'3,liYlf/.=6Ora� `` r-1+ -i- /2"�C rode ---9L --8L—`--- —�-� — 5 4, _L `i 2 -+----- 1 0 IS1a /s,915 Bu./t' Mf! 7r2 MK /5 6"Diame ter NORTH FIFTH AVE. Bui/>Iaiet Lay 65L. r2"�C�pe U ZG=33.96 F.L.=30.Z/ ','J C) MN. /S 6'O/a/reter ` N U) Sta.O16 7 So u th J S1d Ot00 B��r 4�" -Sfnvrri didii7. Iros 1c//c �R/WL%ne of West Oak S/ /fired�rx/ Secfioh �yi/h - I Began 30"P!p Storm Dia%n. = debris r�lk. SPP Det3i/ Shf. 40' Y P/a�ei74C� Yd of routed iYIH and ConnECt-iOrl _� 9 7 Bui/t MK Q nl by others. I 3 riQrap around in/ef. -ss 5 t2'QG f,ye. I==3 FIFTH AV E�Bu%/t Ia/et. Lay 38L.F/2 Rf.P 1 TC. 3.26, _. 29.5/ TC. = 43 O,e (n 5u%/7,Inlet Lay/7L.A. Su;'� i�,c1 Lay - F3u./,' ir!ef Ldy E C/ LLI /6"r?C.Pipe. I 42.46 4.e.9 7 4745 a Pro o ced Fit-Zs/Z--- 4745 40 - - - - - - - 40 -- 'C/ass lr/ - 3 5 Z Ed 33.8 - - 0 e 44 - - — --- 35 _- — —` - -- - r- 42" -CA c/ass ZZ, -4 7 � - - 3 0 745.4 L F r✓ 30 25 ro � , - C/ass ZL 25 50 @ -0.400' v 472.0472 0 -- -- ' --�3 2 10� � 9 __ _ _8 7 6 5 4 3 2 1 — --0 REVISIONS THOMAS. DEAN & HOSKIN.� INC. SID 535 a 536 W. HEMLOCK, W. OAK a N. FIFTH er�C °Arz /O-/6'75°Escn-- �$-�ONST_i4S/CT6Q PLRtY.F -y, DRAWN •-/ �.� Io c �� I /I sHE�.n er _ °Arc °`s`" p —S—E° �'-� F a NO �BOZEMAN M 0 N T A N A DRAINAGE L� j ur -— °wr[_ ocscrt.- — ��--`�`��-r%� APPROVED° TNGINEERING CONSULTANTS GREAT FALLS. MONTANA �P�'F u-ff--FiCC NO— � SHEETS W 0 > c W Z °vN � C LLJ ° 0 j J a `I x v F h�•� ��9 v R f— p 3� l U7W Q \4 \ VN N � LL � > h o$ O� M4 �� i vx �� ILL Foy roaq� ! ro5 w e1 a ° ao y� Z 3 7 s. WEST 2 - - l \ -L� -----—fiI' HEMLOCK -� - S T. a � � � % ° ro M m h o Q C C 3 o 9 0 0 t q h q p'1 v o y � v l b p C0 � a� � W ro o aC +° +� a C a p a o b m oh v o �� h v �k o + Q +1 v r�s p� � p N v v i, 0 Ski C C Ri C re� ro\ �� BAK 226-Tap bolt on C i °v ro b y h'�° v m t LL' h�° �a v lv h °0 v b �---►A fire hyo'ra`it at SDll career LL- l/aries_ Y N Seventh lWeSf Nerrlack. Space Ban E/e✓ = 4767.853 Z EQua%/y Z- •%„ - 4755 r... 4755 I 1 I C I l�/8•x/�•Stee/Bars._ __ ``1 � �:i II .0 I \� • \ 1 �- NORTH CURB �f 'I j I 4, -�- + — 50 S/a x//a-'S>ee/Bar we/dPd 5 0 i - — - to Yoo of vertiea/bars —" �� ' 4 5 I 45 �} o _.. Fin sh d J _ `Flared End Sept/on fog R.,'4 Spate Bars Egua//y 4 L►A 4740 K._ �I� ; yN '- - - - 0 4740 SECTION A-A PLAN STORM DRAIN DEBRIS RACK DETAIL JK ✓. 4s.6 6 4755 -'Ic 475 5 SOUTH CURB i 50 50 H. 45 45 I , 4740 � E a, V. tip "x T la;j - _ _ 4740 - - { b k '�r� p I - 2 w 3 4 5 -6 7 8 9 REVISIONS /974 THOMAS. DEAN & HOSKINS INC. SI D 535 WEST HEMLOCK STREET 14 SHEET NO BT-J�F— DATs/O'/3"7S DE$D R._.45-�J"J - - ---- DATE AWN L.N.M -CFT JOB NO 77-73------ -. DR -- - _-—.— ay pwT, D.-- . /"=6'l/ert. DESIGNED �.o.N. - F 9 NO �BOZEMAN, MONTANA PAVING ev__ DwTE DEscR_ scwEE/ SONoria ArrRoveD �`'`.�-�..—FIDE No '�B ENGINEERING CONSULTANTS GF EAT FALLS. MONTANA C ' �Cur✓c Ja?a � Curs e .tea is o f P h >P= zev 4B" Alzap 48 o > C o 'O� -1v - oX Q we . � 00 'j� ab ° �� °�a a��o , �O� ado �'j b h al°� Q+ 0 a o N W pro > UJ T, _ n U S �• a� � '�� „� 1r v p o i CURB A j U / I 1 3 " Qo- CUR B L - i ¢ cuRB c -- �' ti—R-� - WEST OAK ST. ,.. ` ( C U R B C -,4 1 15 14 7 — f I-v ( - I ? CuRB D v -- _ I - - - —� > � o o hod v roa c ?i I ca. � Q 6,A) v F F cna nRl o O � F z i50' f E/P.v. 44.1/ - !E�� 33.R� OI."r/'✓ 33.0� k a8oj lbCURB C 1 - --- - - _ -- - - -- , 4745 474E - - b E.•:sIi^q Ground Fuf e �ur6 Gr - �: 40 40 sa . -- +: CURB A s�l r F/,-7 S,b Grad '�� l r 35 354730 — 4 4730 -- — - - Y h1 - �: 4745 4745 - - - - - CURB 0 �o 'sue ` �iu 40 40 _ - - t — -- - - - -- � --j - CURB B - - m 3 --- y 35 Ns 1 `{ -ti -- — - - -- n of 4730 -- - _ 4730 - r Yi ci '�J �: 1,_ t. � '�-��y �� i �� �h �'M 'ti V9 �� I � ' I IYf r-�- 1 - __ _ •• p O O �wn� I a n U: - In -- - 7 9 -- 0 I 2 3 4 5 0 I 2 3 4 5 6 8 '�_ ,"�r- -- - REVISIONS . THOMAS, DEAN & HOSKINS INC. WEST S STREET R E E T NO RY,1RF DATE JO-3 DESC R._A'- - C yJ_ S I D 536 T OAK 14 SHEET DY TE— _DE=CR - R BOZEMAN, MONTANA PAVING 7 DATE— E.— IS, _ DATE DEscR _ - 3� ENGINEERING CONSULTANTS GREAT FALLS. MO SHEETS w cti \N v ch \ti ~_ �, �• 1Z � - - - - 4� 113 - KAGY BOULEVARD II m ' 1 O"j ��.0� Q N� hO �9C? B.YI = BMA, 'Yi, n # 4 r\1, /obby doors atWesf p a \ side ofz, Pop /eve/ � � �� of M.SU.F'e/dNouse V)ro� �� v�'; 1� V) �� a r 1 R E/eU /9 Fut�; e �rade r -- / , Existing Grv✓r��' - = l � - 4920 49,10 _— - ssoif_ -- - — 15 15 - — -- - - G .F /8 C/ass z - - - --- 349� C Pi -O4 OD - - 4910 4910 3d1%Sio - - r of Ditch - �, 05 ' i l - - --T R 3 L,F 2/ C/I e C - ass_LI_- 05� i 5-3 " - l m 4900 4900 7-7 =--- --- i- Ig I �7 _ 16 15 1J4J 13 12 ��I- --�`_ - 10 9 _ 8 7 REVISIONS Ma /974- C.FT� SLR. '0-74 THOMAS. DEAN & HOSKINS INC. HET H ar��r OATE¢-3-�s— oEs�R_�S=co vsrP���r -__ DATE— oRAwH - JOB Ho- _ __ __._ S I D 5 3 7 K A G Y BOULEVARD U L E V A R D 14 E s, AT. DE9CR. -- _- l"=5'vEFzr." Es,�HEo__wvuo F a No __— _ BOZEMAN, MONTANA STORM DRAINS 8 DATE. 50'NOR/Z AV?ROVED�j� �f�:.G -� 3B ENGINEERING CONSULTANTS GREAT FALLS. MONTANA SHEETS E Ho e � a < o a � 0 C 0 W o p V z m p > t� o h� v �� � a� ab � m� �a p+h� � ro O o•� h°� , zoo O o W hh vM v�p W kA F �mv �, �m °vro I� �m ula A l _ �.- T \ - - S.I.D.5378 II 13 12 111 110 -h. -- - 19 I \ - - — 7 6 -� 5 - -- 4 x— -x —r -� _= I lo. y v - �J _r KAGY -� BOULEVARD I ' - — --- T: h � v 4 � Ot" a T rb o � o0 0 •� h �� p66 ' NN B.M. =BMfJ� felobby -sough side CC ro ; ? p 3 b 3 b j J Q s de 0�u 'Oe a%level of MS/J Fie/d House �a v � a �m o� { --- T- — 50' E/av _ /6.92 l I 4920 - 4920 -0.3 +d 00 /. I a 15 5 ' - '-X i5 tiny ,_-wound NORTH CURB ` 4910 49 1 0 I PI.i Elev. - ..20.53 PL Elev �8. 3/7✓. i - /7. /7 4920 4920 0 goo 15 - - - 15 — O > - N. 491 0 49 19 km w, - s vP k tih �,� SOUTH CURB ��� j - - -- - -- — h \ �, pV Ov Ov Olv ' +13 � 12 O� 0� ov oV �V OV �v _- 15 - 14 I 10 9 8 7 6 5 4 3 2 I V _O -- REVISIONS H SKINS INC MEET N 8, GL_T, DAT� ---f-75-DEsce_f75-CONSTP(KTED ___ Mdy�/974 GFT ZO 74- - THOMAS, DEAN & O KAGY BOULEVARD I�4TE - ORAWN- JOB NO. _ - SID 537 BOULEV � BY ---- DATE___- DescR_ -. _ - .. - =5�E,Qr. DE-NED./y/yo No BOZ E M A N, M 0 N TA N A--- E a P ev DATE Desert _.__ B-1E/ '60'"O,4/L_ ARRRoveD�� -�+.�. FILE No. _3B- ENGINEERING CONSULTANTS GREAT FALLS. MONTANA sREErs � v 0 a b (n �� Z a m' Z ° OU cnI ,row ro a t h� aZ' , LL — — -- - — w 16 0 I 14 5 13 ELEVENTH AVENUE SOUTH I a l �lkC 3 a C h a C ro o �� p pro No� v , ro R o { ao b ° p14 �`� ' orb z" � ILI q� o� mro �� � OFF �3V) Lnh� ° hQ ° 06 ! � I 4900 95 4910 Finished Cvade--- � v - +;- - -- 9 ---- - 4890 , o q ~05 - WEST CURB85 _ - \ N R 4900 �, ry u Q a 0 n �, - +\ - I - rl 1I� �10v � � �u � b — --- 4880 '] 90.9 7 Rr E/e✓ 07. /O -r2 453Y ----- - --- - -- — -- ----- - 490 1 5 -- —- - _ � 11 -- -- --- --- _ -i•�oo% I - ,Rum I - i - -95 1-- — 4910 ( l f Existing Ground vza 4890 05 EAST CURB . 4900 01 85 v� t om- � � tih rn N O �m +c Q !`�� ' P' - � j II = 4880 0 a I 3 4 5 6 7 > 9 10 11 12 13 14 15 2 REVISIONS THOMAS, DEAN & HOSKINS INC. S I D 538 SOUTH ELEVENTH AVENUE sNEEr ND G� T 4 4-75 AS_CON5T.P!/CTEO DAre. Md_v, /974 DRAWN C.FT. -_- -___ ----roe No.-20-74 - PAVING Or DATE-_ - OESCR. - -- -- ---- __ 1 AV I N V I 10 er _ DATE___. — OESCR - --___ -- — /"_(9 lO RT. APPROVED /)/v��• - — F.e.No. __ p---- ENGINEERING CONSULTANTS GREAT FALLS. MONTANA �BOZEMAN, MO N TA N A sNEErs Dr DACE- DESCR - _ - SCALE/'-50 HQR/z• APPROVED %! FILE NO. _ S2-_ - Npenah Foundry,No.R-3Z95-A e Heavy Duty cast iron gutter in/et � o 3 h # h ,frame,grates and curb boxes ore-lua/. m Total weight /060/6s. See \D / fonstruction 5'tandardsa•44f45`, 17%4" �6.' K b 0 V h -j.: IQ v II : i -4 Ov� <} - - each way in 'N wa//s 0 b ° Q 0 :�' h U U 16 2,x4 Keyed /8 PCP. ;ry '0 Q V .� yF h, v H j i h V)m U�` h T 7 ry t - .6— - -- o° - -- 0 DOUBLE INLET DETAIL ---� =LINCOLN _ T�� � __ '_ STREET__ — e} ^I U, rN� l, rA �v� ,� _ o pC ,� h oN, Concr><•te =J6./' +i a r V R I ••� U y a h a Z o i 24.PCP. l h C\ H h L pV U i ro y:Ot 0 _I�-__ ,J �Q1��0� Wv-%, Type B E ca✓d on t7-y e�S.Fe -- - _ - yl=-� i PLAN - -- - - -- �- E/ev =79./9- � 4890 � 4890 4 *4 @ 9' -- #5 "5&Too ofs/ab Ri E/. 8T.5 ,• _ .Pouyh for Finishe Grade �OnnBcdion j za �cP 85 -- - _85 7-4@l.Z"NoriL. ��'m_<,'-99.8 -Existing Grouno 880 _ _ - B�' � 5 4880 4 3 -- _ - — - - - —f ` I `' Provide corner -- - i bars — - I _ �s_ ^7S/o a O f '//ear R .I 75 �35L.F 24"C/ass IIZRGPi e @ � - - - - 75 Qouyh sarfacP for .GP Y1 - 1 - -- - --- good conneafio .. � I � I � I Concrete i --- - 74z6 4870 4870 .a _6 O 4 14F 9'Eac17 l.✓ay SECTION A-A MANHOLE NO. 3 DETAIL ----- h v 8 7 6 5 4 3 2 I 0 REVISIONS Ma Cy7.- - THOMAS. DEAN & HOSKINS INC. BY CCYV DATE /0-/5-75_ DEBCR.. ,as-CONSrRUCr.�o--P4nANS __ DATE_. . y DRAWN. ,..e�� - - _. __ SID 538 L I N C 0 L N STREET 14 "EET" BY DATE_ DE.�R _ __ . DE=,��ED �� D BOZEMAN MONTANA STORM DRAINS DY DATE_ -.-.- DESCR.- - - SCALE. / =50's/04/Z. A.PRo ED d� �f t---, 3B ENGINEERING CONSULTANTS GF EAT FALLS. MONTANA , sHEErs � b 41 � Straight tut existing Pavement d O k k 4 o Q b v\ n 9"fro m bacAo c furb fbackfill btov New concrete /with asphalt to match top of Curb. ,�Yvgo a curb¢gutter\ qN I j W� o h h•o r'°`.� _ Q •��.p b � .���"`� t �p�Q,� O�m m V �90 , MNy N! 0 3 btU h 4�0 M ` C o� ah � � � o� a� . �� � . hq a h ro 1 - - I Existing Parking b 3 � b• � `tl �, � c, +. 3 �-�. � ° v. v�9 ro � � � � ° .. ............ 10 r � �M h�0 � �� v° h� �� v hv°+° h�4 vhm v `��mC h�0 v `'�•� I I ---• � Got Pavement � � � � � I o: x I 4 o 7 F . h� ASPHALT BACKFILL DETAIL - - ---- -�--- -- o ' j - � LINCOLN STREET I Q (n ��� oaf ��•0 Ory v IN h � V OD'vz-7 — --- P.L E/Pv PI E/er go. 79.50 8 85 5 . 13 a - o c - -- -- - - — - a 0 1v.1 -0.4 r - - - 0o 4880 4880 - Vi - C r 75 a V FN � 75 o a 'v 4870 14870 0. - p.L E/e v BO.-do P.I. /e✓ AS. r s - 79.5oNORTH CURB I a� K A G Y h v BOULEVARD 85 - L! i Existing grave/ Q h andgulfBr � �I _ �� _ 6a0' N.; __; �- 4880 - .goo i =- - - -- - 4880 ij 75 75 p -- - SOUTH CURB r - ---- V . 4870 1 4870 .� � ° - - - KAGY BOULEVARD LEFT TURN LANE DETAIL - 8 7 6 5 4 3 2 1 0 REVISIONS fT� L p'nI'G May, /974 CFz zo-74 THOMAS, DEAN & HOSKINS INC. LINO STREET F�i RYCCW DATE-5=4L DESCR._. _—WIVSl/]��!d.e.Al C�r+J-- DATE -.._ -. -__—_ ORAW N_— SOB NO._-__ SID 53S OPAVING Ev _ DATE_ _ ___.DESCR— -- _ ---. /"-6'V,�ZT DESIGNED °-- F.8 No -.- BOZEMAN, MONTANA/"=50'HOR/Z. _ APPROVED.l -ru.E NO J'5ENGINEERING CONSULTANTS GREAT FALLS. MONTANA sNEET DATE DESCR. — SCAIE L. k t o ° v au Lk X V X a r o 'ZI � Fhb o ti iF baq �hro +9vw .° � � Q y m , wuh� LLI > ° �� h� v imo i° � how ZO i VZ vro �� � �m7 �Q� u cr — \ 1� Z ui : U) 13 - — 12 it r 10 13 - 12 -- -11 ( 10 OLIVE ', ST. V_ ILLARD STREET r - 4 - - - 1 y � y os r h bob O h ° ° � o � ,)a o o nik� a M� a b v uk �- m b qC Ho QQ U)^�' v��� o C� oa u o y '� Olive St. = S.I.D. 542 Villard St. - S.I.D. 543 E ° �� �t � a � o �m �m �� �m �ti N ro �m 0 3a 1 i 48 10 48 1 0 4780_ n_ rsrra� _ 4780 - - - &Finis,hl Gr oe I 05 - / ¢o0 05 75 - - -- 75 i ` •rsfinyro nd l-- �xistin Grbun� 4800 4800 4770 4770 I. n " I OS 76 48 10 48 10 4780 _ �F¢ristz-G ao -- __-_- -- _—_ — 4780 SFr is Gr�de I 140.20 I 05 - �o 00 05 75 -- — -- --- - - - -- --�-- 75 ng Gr un q Lx51/,49 6ro nd ro -- - ob 4800 ��' \0 U� �' 4800 4770 � �l �- _ I �� 4770 --- - - fo if if hn — - - 3 2 - -� - 0 5 4 3 2 I 0 REVISIONS GAT�0-�5- DESCR AS-�,O� U�r'E� _P�n'S DATL- ay L,c�74 �FT �'p_7/j. THOMAS, DEAN & HOSKINS INC. SID 542 8, 543 OLIVE STREET & WLLARD STREET-- -.-- DRAWN--- OB NO.__._ -_.__-._DATE. -_-_ _ DF.SCH - __-- _-- -_-._ ---- "-5'Y . . DES GNEDNO..-- vL� 4 --- / 9 ENGINEERING CONSULTANTS GREAT FALLS MONTANA �BOZEMAN, MONTANA PAVING ATE �ALEI'=SOHOlIIZ. PPROVED l.:l.11J FILE NO 38 _ To be uniformly graded Parkway area to be anirorrrm/y graded 37'-0"Width -7'Parabo/ic 1/aries Yiia/k ' 9" 2,0, 0. 9„ �� - 2"As�oha/tic ConcrateSurfacc� Course jo/nt locations �Sr I i \�'�o� - 4';4sPha/tit Concrete Base Course Slope %4 oer{t' i/ 6'Crushed Cjvave/ Subbase Course e ' Wdlk 5�0ep/acedaa direem oved th ed bye e enSineer -o J•• '' p D • D D�� OJaad oJe aD ,ADO U .:::: .J a a o a o �24 Concrete �� -- ' \ Bit Curb (�uf ter uminous Tack Coal' 2 Bituminous Prime Coaf Street TYPICAL PAVEMENT SECTION S.I.D. 542, 543, & NORTH 21 AVENUE OF S.I.D. 530 - ------- Typica/ expansion joint locations. S r-7"anyen7' Point I To be an/rormiy graded ® — �New concrete 25'-0 !�/idth-5"'Parabo/ic Crown ; Typical in/et curb �9u f ter B"-O'" �� 37"-O"lyid/h-7"Parabo/ic Crown /i + 5"O'"� location 40'-O" Width - B" Para boi%c Lvown -7/aries, Ala/k 9" -_� 44'-O" Width -9"Parabolic Crown Zd_ 9' TYPICAL INTERSECTION LAYOUT �- 3 Aspha/tic Concrete Sur{ace Course To (P/ace %n ,2 lifts) - 5"AsPha/tic Concrete Base Course v/�P � /��r //_ 6"Crushed Gra ve/ Subbase Course i 1 ° o.c o ,e°O o °o_°. o ° a o° p o '0 0 o..e.-:.a ° ,�� 24"Concrete a o ° o ° - Bituminous Tack Coat ° D Cuvb Gutter Bituminous frirnB Coat TYPICAL PAVEMENT SECTION S.I.D. 535, 536, 537, 538, & WEST BEALL ST. OF S.I D. 530 _se°� •�o1r be/?n :O A1i imtim r �- I NOTE: Mound and shape ditch , 2 j Provide 2'deep layer of excava Lion has shown) on West 1- 7�, grouted ripraP on sides side o f di/ch on Al 55 Ave.only. and bo),tom of ditch where riprap is indicated on plans. TYPICAL DITCH SECTION REVISIONS May, l974 CFT. 2L% 74 THOMAS. DEAN & HOSKIVS INC 14 "` wwo "�� BOZEMAN, MONTANA MISCELLANEOUS DETAILS (/�� r 1—CR NoNB -O 38 ENGINEERING CONSULTANTS GREAT FALLS. MONTANA sHeETS I 1 >CR