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HomeMy WebLinkAboutSID 561, 562, 566, & 570 GENERAL NOTES 1,1 GA. A, rc..r. THE CONIRACTOR SHALL NOTIFY ALL UTILITY COMPANIES r IN WRITING AND SHALL BE RESPONSIBLE FOR SECURING I r•w t,uu•n, THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE -- - y is •w_ - - �� BEGINNING EXCAVATION. ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR GUYS WHICH INTERFERE WITH THE CONSTRUCTION SHALL BE REMOVED OR RFLOCA71l BY OTHERS, L I II II I l G� `r�� STREET INTERSECTIONS CURB RADII SHALL BE 15'. ALL ALLEY RADII SHALL BE 5 112'. ALLEY APRONS SHALL BE CONSTRUCTED TO BACK EDGE 1 OF SIDEWALK LINE AT ONE FOOT FROM PROPERTY LINE. �. ,... THE EXACT SIZE AND NUMBER OF TREES TO BE REMOVED SHALL BE DETERMINED AT THE TIME OF i . �- r _C� I 1 J+ -�1• I CONSTRUC IT 111 TION. rL L _ 1 73 I __ „ L I� ,, -;r-r S.I.D. 562 - n- �P.'_ , y.ri�_I I nru 1. I l , _. ,_ , I•IJ L T I u I /l~L— �L—__J I—I� � 1 ' 1 _ I��L T �� IF _ ^I _I �� �� LEGEND T ITS 4M � EXISTING 'WALK S.LD. 561 p I I i I � Tjr� �r EXISTING CONCRETE CURB L1LI L�'T ._ I d - � I � I� � �—LIJ L.IJ s�fnll l J U IT I LE T 1 LLB!II - ,� _� __ _ ��I T T T EXISTING ASPHALTIC PAVEMENT EXISTING CONCRETE PAVEMENT -TrL EXISTING SANITARY SEWER I^a1'_3ED b 1 n.r EXISTING WATER MAIN �1T�JJ�C J I' 11J -yl- l�Ir_�cr�lcor�r �' G•- EXISTING GAS MAIN 1 I 4 7 !! rr .r•. I � —5D�— EXISTING STORM DRAIN E XIS71NG WAIF R VALVE EXISTING MANHOLE - - — I`� � ■ (� r n r I�r 1 I ImI I r EXISTING FIRE HYDRANT .L I—u�, u l fLtul LLI �_ n I I � ♦ UTILITY POLE _ ` J IL-l�I �I 1 __I ' `1 GUY WIRE ro•.• � 1 r � I , I � �r t— i' { STREET SIGN �n� •• sr �'(� I� I t " 1 ! C TREE T HEDGE 11H]IT A 1 -� - ---fe WIRE FENCE CHAIN l-INK FENCE S.I.D. 566 j �I 0 'r ''i S',�. y WOOD FENCE wt"- , DITCH `T • - 0 CENTERLINE MONUMENT !n r� 1- ` PUG- - UNDERGROUND POWER CABLE 7LJG UNDERGROUND TELEPHONE CABLE N� fir--J1t• I ,` �a Q NEW COMBINED CURB 5 GUTTER NCW CONCRETE ALLEY APRON Ill L NEW INLET BI INLET APRON �Q— NE W MANHOLE _ _ I i.• I I!S f NEW LITILITY LINES -4 . .` J NEW FIRE HYDRANT �,ar �+ NEW WAIFN VALVE ti ;I1 NEW UTILITY LINES ON I r� ,' '� \� I I -/�/ I + r •tea n OTHER IMPROVEMENT SI+EETS DITCH -• 1, � � I � � - - � ��- -- - � -. EXISTING GRAVEL ROADWAY _, _ � � `I s CURB STOP Aqj .wt. I wtp it _ I I S.LD, 570 i "� DISPOSAL t�! AREAS REVISIONS — -- - - -- - w.e- - er•=e -___ wrlasf�ttin�lj�liull••wr C.A. .mot, 4U THOMAS. DEAN & HOSKINS INC. BOZEMAN , MONTANA S.I.D. LOCATION MAP °"`" - - ""`"`° 1�' ` LEGEND & GENERAL NOTES - •, �..0 nr�c•- u.-a NU/VL u•rt.�.u•� }'�J,y,_.. . ENCIINEERING CONSULTANTS GREAT FALLS MONT�NA Uv:'1MATLD QU4%Fi71LS lt-'i U. :VU.) Item Deacriptioli Unit S10561 J11-11 562 SIL` 56E IL'' 570 TC'TAL Item �lescriDUrol1 Unit S1.) 51.1 SIP iW SID :,bG SIL 570 IQTAL Types 11 80ddicm I :' . Concrete V.,lley cutter Matelrleil, in Place GY 129 !a 14 137 In Placc SY 93 --- -- 43 9b 2. Trench Excavattuli, 18. Adjust Manhol,!!h to Grorl• Ea 4 5 1 14 23 Type R. Type I Bcktll i CY 873 I , 1 R 1 84 --- 21,138 19. Adjust Sower Cleanout 3. Sion ortf.111 Pipe, III pifice to Grado Ea --- - -- _-- 12" R.C. Pipe 1.F 121 250 --- 371 10. ;:xtend Water Valve [kaes 1:.-I 13" R.C. Pipe Ll 705 --- 15 : --- 85& 2 4 --- 1 7 1 Q" R.C. Pipe Ll 286 659 --- --- 945 V ! . EYtend 11tee Hydrants 21" R.C. Pip,. Ll' --- 538 --- --- 538: 0.5 ft. Lxtenslun Lo _-- 2 5 4. Culvert f1pe, in Place 1.0 ft. LXT--talon i-a Ext. IHIIGNIP Culy. 20 LF 1'8. --- _-- I _-- 1 . 5 It. ExtensInn Cs Vxt.30"CMP Culv. 25 Lr Ea. -- 1 _-- _-- U � .O It. Extension I:xt.27"x441'RCPArch l2 LF Ea. I Plane 45"x73'• RCPArch --- v • Relricate Fire hydrant l 64 lf' r�. 1 1 --- --- 23, Relocate Curb Box t8" CMP CLLlv.1n placer 24. Adjuet oto m Drain, Draln•ige Ditch 1,1' --- --- --- 115 ]'S► Inlet to Grade _-- G. Storm Lkein Mnnholo,ln Piuce 2S . Ralacate Mail Ucxes >S 4' Diameter Ca. S' Diameter L'a. --- i i .� 26. Irrig. Wve-rs . Struc.bs Plc:. ?S -- 6' Diameter Ea. _- 7 . Trae Remov•�1 • EXtta DePthS. L,1. M.H.lrl Place 4' LUmeter V1' 5 2 _ _ _-- 26. Cast Itort Mace. Br" & base S' Diameter VT, --- 1 l --- in p)3ce E.�. l4 14 ,l►t 6' Diameter VT' --- Z _-- _ -- _ _'9. Palming & SignUig LS --- --• - - i `? • Storm Evoln inlot,ln PInLO Eo, 3 H --- 1 30 . Subbase• Matecl-J . 111place Cy 11750 3. 3, 667 U , y. Street Excavation C:V b, 540 01160 650 9 .200 24 ,550 31 , Pit Run Grovel roundatlon Cour9e-, Ill Place CY 405 240 --- 735 1 ,4Fr Water Applied MG ISO jOU to 150 5 1�) :12. Asphaltic Concrete base il. Concrete Curb kneelovnl L! --- ___ ;S Course, in Place Toff 3, 170 4 ,130 205 4 , 21 E• il , 711 2 • Concrete Header kemovel I,f --- --- --- 66 66 33. Bituminous Prime Coat, 13 . C:.:►rnbtnea Curb et lauttF:r in Place G.,l. 3, 371 31700 3I l? 4 ,214 11, 609 In Place 11' 6, 597 7, 3nh 4 33 8,488 3l , 022 34. Sitvndnous Tack Coat. 14. Cancrete Recast Curbing in Fiace Gal. B00 1 , 547 67 1 , 333 3, 747 in place 1.F' --- 1b11 -- --- 460 35. Asfih�ltic Concrete Binder, 15. Concrete Inlet Aprcul, S Surfacu CoursN,in P16cr, !'nr► 1 , 722 2, 609 115 2,201 6,64E. in place SY 13 a11 4 15 66 36. Asphalt Cement 69 ,492 95 , 552 4 , 4 0 89,619 259,1o0 16. Conc.:tuto Alley Apron, SY 146 In place ► •••. _ rw S��J 7fi �� 4. T"OMALS DEAN A Nl7•SM1•$ ►NC .�.._. `- - - - --- ��- • • -- - BOZEMAN . MONTANA S_LD QUANTITY SCHEDULE 1 Z •-1 .�,� ti ` i1w.Mt.w.•w [cv.�1�T•wA M[AT►ALAS MULt�I/A 16Z Y \ If:L'y • __ �� J. NIEMEN! 1 01 IN IN Imp . .���ii i�l���•..�� it �ii�s►� � �I 1 'i •�I . 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BYa�ll- DATC/J zS-J DEBcR..AE[OAD GLANS DATE SEPT /976 DRAWN O'T'Q "CK JOB NO. 40-710 }J� S.1.D. 562 SOUTH 23rd AVENUE I SHEET NO. By __ DATA DESCR DESIGNED 19 F.B.NO. ZS/ Dl� ENGINEERING CCU NSULTANTS PAVING 6 AS SND{1iN GREAT FALL5-BOZEMAN-KALI9 PELL MON TA Nd BOZEMAN MONTANA SHEETS BY DATA DESCR. SCALE- AF►ROVED FILE NO. SA 0 0 t j 0 t-114) ap W J Q W p O Q ti k w SEE 5//EET /7, INTERSECT/ON A d DETAIL LA/'DUT 41 I� M y V \ N 0 N m W �y�J 1' RE L1Dl ED EXISTING 45R1/4L T E C o{/EeDW/TN 70PS0/L QN�� h�W N QhW JO R��� ti � RELOL4TEDROLEBY �r/ E.t'/ST/A/G Op 00 Q h 1 N u ? Z a0% OT.UERS 3oRo� r"'m u, OQ - 5 / \I 6 Er L —- — EY/ST.aILI/ERlz ",E F SHEET 6- V I 2 4 L4/0 sECTvs io -- -- - - 15 �6 w 10$ - I g -- 210- W -- 2 1 -- \ p oY•�k�������� r.}:;.. 0LVpo �•,�TYPICAL SECTION OVER EXISTING CULVERT SOUTH 23rd AVENUE � / 8�p G la�yR �5 6�, AT STATION 24 +4 O ty 41,. � CG�,4'✓E J.9TA ����Q �i/ ��� � O AW 4=25'22'/8" Wa `9sr/� `:'."' �'''',, 4 vA�� 1 5lP9� 91.04' Q" �`' �`' `� tixtik �9%r �Q �'''':•.:• ' � F�1 p5 0 3 g W Bail r 4.2 sq. W5 0 N V o L C=/67.69L7. /S/.22 YT. CONC. INLET APRON J O V In 5T4. 24108./9 IN5TALG! q \''"�'' � A' MONUMENT N/TH BOX 'Q S2� �• (� LL 0�• BCD �..:• • •:•..�. � L. Ga P 0,4TA Ij apyQ L=2B4.46 ' 1 ';' T.B.M N W CONSTRUCT/ON BOLT ON L C= 292. 47 LT. �''•'`•'•' F/RE NYDR4NrA7-ST4./7-SZ DN SEE SHEET 8 SpUTH 23ro AVENUE. �:. 15 16 17 I 19 20 21 22 23 24 25 26 27 ELEY=4819.64 - I Q � vc. - - i - - ` i 0 .G E�El., 68/2.36 1 ,• ; 1 y,� - __ �� - M x -_ -- 4820 v ! M , - _ - u v - - - - - - - - - ;- - -, -- - 11Q7 4810 v V 4810 1 r r - -- - - - 05 WEST - - - -- - -- 1 - -. 4800 4820 _ - - - - - - - , �- -- - K, 8//-R4 Mfg I - - — - - - I 4810 — — - - --- - 1 � -_NORTH - �-- 05 i r 4800 It - --- �v EAST CURB =t r - T� 15 16 17 18 19 20 21 22 23 24 25 26 27 ������������� REVISIONS SEPT /.976 O.7R�C./G 40 76 THOMAS, DEAN & HOSKINS INc. S.I.D. 562 SOUTH 23rd AVENUE a WEST BABCOCK STREET 17 SHEET ND. BY L DATEIL�LL�Desc R.REVISIONS SI ONS PLANS DATF- __ DRAWN JOB NO.--_ er. o4TE oescR DESIGNED D.T.P. F,B.No..-Z D H ENGINEERING CONSULTANTS BOZEMAN,MONTANA PAVING 7 BY-_--_ DATE DESCR.._ SCALE.A5 S//OWN APPROVED -/ FILE N ___ GREAT FALLS-BOZEM4N-K4LISPE LL MOV T4N4 SHEETS S.I.D. 566 0 o W o ` Q� ^ m tv pQ p� WO W tiZ'�2� �a ti vp o �0 Q4 uQ vQ Z �tZ �0 Q4' vW h�� vW It� `pv aNj O Rh �O �h V Jw. u QO 1�L,11 a� h o `� Mtn � V lk� � �e o� Otia �W Oc W Nero o-� o-hneve i �� aZ �� Via' NQ D> mnj o' NQ Q>� oQ Lug W j ono �. �� o N�jJ O o> oQ aQ �Q 4 �% � e a vQ ��i� c o � ',I\ I,v o o'^ NJ4 W hqc 14y- j`!R Q Q °t R' i S I` ~ �n W 1 ~ V W V�QNJ �.I mom\. \ti j>" NNv jj� �W j>�' ,� tiW v QOUI V�Z� Si � O o &r' oeo wo; °�jLk, �� `a o• T `„ r W h I f tu' t1 ° j` hZQ t vim~ �:0. �s�?h v~ hhV ��h L 1 ABCOCK STREET I I v,o� f- _ - ® L W �Mr _. -- � r � MING 0 ��oN 1 �orrEA/V/Eer u W SEE SHEET 7- ✓Usr..DREVLACED ti I ``t o O 3 Q + - �- AS?,4WZ7 sEEL roil,ssrfrruo./� °� OEl1I 3 +t Q Q a a I Q o ~ / o NI V o� 2 v qp c� tin v h D N 5 40 GP CURIAE DATA p t ti h M W' VIM � i h tu50 h� e �', V Wp �4Q t- V.1� 0 �� tiV� Q�j ~ �W o � 'IW } � �2 i0 s Q-3r'/3'/Z" O � � ^ O �p btu e I y �� Ov '��� 4W = ,� o�Z� 0)3a I. ..�. �Oa �v F tiJ R= 390. 00' Z vv h JJ a W MJO uv �Q �Q a o — ..� Z Z IV) T= ;3/ 92' �a �VW h��. h�� Q h� 4� O W mW0 �� �O�I ��`� r} Q ' 0 vJ tih �h @ W h1 �� Vv� s L=253.22' � 01. n�� uQ Z Nn� C q wZQ �4h 1,C o ~ WQ ao> hRIN pav L -265. 93Lr. Mp ^� � � , p� �mZ �1"e p a �O� o � o =i\ LC= 2�0.6/RT. ry �� �NV� Qjh z' jp3� ����oh o�yZ%Q � Qo B-MNYI!CONSTRUCT/ON BOLT v m y W * ON F/PE NYDR4NT/V CUL DE SAC OHO NW�� R�C��Oa4 �Qv /YOTET.B.M9MUST BEE5TAB I.NO h a C Q Opp �O W u�u�c W�N4C7 tiu�Q �0 L 31 32 33 34 35 36 Q~ �` 0 m I o ro W m2 Q ^ a m L/Sf1E0 BEFOPE PELOCQT/O/Y 27 28 29 — - - - — hl' - • - - - i I 1 -- - - - 480 3 0 j4810 V' 95 4810 - I 48901--,- - - - t 05 NOR 85 t I a_{- 4800 _ _ TEE -- - -r _ ' _ a I EE 10 95 0 4810 Q� aa39 i - - - 05 4890 0585 " O._ 60 - - _--I--- __ - � - � - r9 � _ -- OTt: OA�lST,9•Zf00.27 - _:- — �- — -- = - — -- - �4EBRSED ON BACK OF — 4900 r - CURITE LENGTH. - 4800 - -- E Hal! - - �1 I ' � I I i w. - _ � — �. SOU H CUR 27 28 29 30 31 32 33 34 35 36 0 — I 2 3 4 REVISIONS _ THOMAS, DEAN & HOSKINS INC, S.I.D. 562 & 566 WEST BABCOCK STREET 8, REMINGTON WAY 17 5NEET NO. BY ReF DATE��-1S-7Z DESCR"IFL4. CLAN---_-_ _- DATE SEPT. /976 DRAWN 0'T.�' f C K JOY NO 40�7G D DESIGNED Q'T� E-Y.NO. Zf/ ENGINEERING coNsvLrnNTs BOZEMAN MONTANA PAVING EFTS 8 V DATE OFSCR. --- - GREAT FALLS-BOZE MAN-NALISPEIL MON TA NA DATE_ DESCR.__:_--.- -_ - - - SCALE.45 SHD/'Y/Y _ APPROVED 29+8 8 (3U/LT CUl4(3 T.C.=o3.5�, h y LA/'/ESL.f /2'�L osSl�4cP. TUG BOX \�C v INLET T.C. OO,F.L.=O/•00 I v v 11 h r} 4' v \v \ L q y 35 L.F. /2"CL/JSS /f c• AID. 5 OkE/e f.t IYTIAIC, 30<iYJP. h SEE 57,4/✓DA.GO 0R4&1W NO/// W I , ; SEE 57iPNOBRO ORA!✓/NGS NO crI�t E M N�°o rua ° h n \� o %�� N� h . J/i GAS �`f, .�h Uo j� m \ I 3 I S'TA 26 tG0 8 3t!/L r C!!;B m- , IT 1 - 5T4 37 r34 /a GAS 57U9,2 DEEP � INLET. T.C.=05.2/ FL.=O/./6 Q LAI�SSL.f/2"cL4SS7lI4l.R M I - , SOUTH 2Oth AVENUE k 1 I5/o. S61 BACK S.L0 SG24LIEA �- -—--- r::: _ slq,EPUAT/oA/ 7� G.Q T• ' - ---- - - - - - - - �� '' '�f:y .l._ l _— �_._..- raj• �_ i ..•r N � >: 2�� W I ST4. S rS9.90 1 U� I W 'F'''r•;. I W 9Tq 2G f�4• SO f�/!/L r Cllt'B I� , p W J f•::i:`:. NLEr. r.G.=05:2/ F.L.O/.32 N IV i � rr O }) 1 H L 4/'¢7BL.F. lL 9SS�f?C.P. W I I Y•: }I:ii I (A W B.M. 342 CDN57-1?UC7/6N BOLT DIY' W 3 F/PE H/'ORirNT ON N.W CORNER OF 3 WE5T f(OCN 57REE7-f 50!/71./ 20 fA AkTNL/E. ELEV=4B2/O/ - To T.4.216!40 ; -- - - - - STSV /S E 9; rr E E caTi - 5 - - I - --- 25 25 _ - -- - _ - - - - - - 4820 _- R/ Ezex / 7 _ - - - - - - -- 4820 -_ 15 -_ - -> 9 - - Ri - - -- - _ _ — - 15 o- FlN/s srR r Ez -- - - - -- R/ mac r. .s - _ 4810 - - 4810 __- 1 i e - - -- - - _ 05 05LL - I - - - -- -- - .gip q } 4800 _ - + - - o--t -- - - - -- -- -- --- - - -- 4_- - - - - z - -- - i - 94;- It - - �O ' - - - - - - - - -- 7 - I - - - - - - - - - - -- 15 16 i7 18 19 20 21 22 23 24 25 26 27 33 32 31 30 REVISIONS SEPT. /976 .T.R. %CK 40-76o ,,, THOMAS, DEAN & HOSKINS INC. S.I.D. 56Ia562 SOUTH 2Oth AVENUE 17 SHEET NO. sy,�Cf DATi L—EI— 2 DESCR 151-ORD /CLANS — DAT DRAWN-0JOS NO 5 Ev DATE—DESCR. OESIONED DT.R F.a.NO 2s/ ENGINEERING CONSULTANTS BOZEMANMONTANA STORM DRAIN 9 BY_ DA'1'i OESCR. SCAL[. AS SHOWN APPROVED FILi NO._-- GREAT FALLS•BOZEMAN-KALISPELL MO•�TANA SHEETS 14v 1 �C S0. 23rd AVENUE Woe _-- - -W-_----- -_--- ---_a W i �paWeq6 `' coCk OQ�� ST �Vi �� M� MTV p• My�� M�oouV v QQO\0� Qc�v� Qti�vN to to ST - f'E" -- - I - - - - _ r- I 4820 - - - - - - --- - _ _ EX/1 /tiI4-,65;?6 ,VD 15 15 _ - - i 4810 { 4810 _ -_ = 1-- — -- --- -- — I � L I 05 05 1 r - -- --- � 4800 �10 i 1- 0 i I . a 8 7 y- 6 - 5 4 - 3 2 1 0 REVISIONS SEPT., /9�6 Ord THOMAS, DEAN & HOSKINS INC. S.I.D. 562 STORM DRAIN IZ 6NEET NO. DESCR.—E6M61�PL ANS DATE DRAWN-- Joe No. BY —_ DArc DE6c — -_ _- --. -- -.- DeslaNeo_. �r'� F.e.No. ENGINEERING CONSULTANTS DAT DESCR. SCALE AF►ROVED FILE No.—_ _--_ JP-4HGREAT FAILS�BOZEMAN-KAII$PE LL MONTANA BOZEMAN MONTANA S0. 23rd AVENUE S� W. BABCOCK STREET fHEET6 10 N oQj N� ohs �� IFJ h � V �o QF > � hQ h� "T �vv w w n 1 ARNOLD STREET b g 5 $1----9 o -- �^ Q o p ix 4 �I -- L— I z v 0 °I M u ° v: � QU h SEE SHEET /2 Ova W Q ? 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RY - DATE _DESCR_ __ _ _ _ _ ___ __ ____ DESIGNED_ P �F 6 NO 25/ BOZ EMAN MONTANA PAVING By _ DnTe—_. _-. pest R. _ -_ _ _- _ __ _._. __. —. su�E.AS___Sy�{�N snPRovep.°' — siLE No ENGINEERING CONSULTANTS GREAT FALLS. MONTANA SHEETS O v0 �51 SHEET /3 oi�v �W W � a 1 {IT U1�hZv 'n� hT�i ep a l : 12 5D 5°" —1_ 1.4 _ 65 16 s� 5 e- 1.7 LANGOHR AVENU � � m / 3r p N37 -LT _- 60 o w a 6a' w h� w w Jo �, s o w x ,, I- Z h cn N V p Z I- h O N w _ :� to t\V Z) n a Q O h b Q O 4 a n to -SEE 51/EE7// 5EE 59EET /S h v Q v SEE SHEET /3 fl sQ � nri V N vNW O v J \zi' B M. 'ON57RUC7-/ON BOL T ON F/RE J Q J O h NVORANT ON N N CORNER OF m .. n a0 /NTER5ECT/ON ON 4/ENDER5,QN STREET£LAN6'0L/R AYENUE. 12 13 1 4 h mop D15O - -- 16 ---�17 18_--- - 3 7 _ '4940 _ 5 49-4-0 ✓DOKC I I I /••,.SO• V - R/ F33 S _ - - 7 935 � 35 - --- -- - - -- ---- -- - -- —=-- - - 1 --- - -- - - ---- -- - -- --- - {-- - -- -- - I-- --� ---- ---- -- =-�- 4 4930 R is 4070 I 2 5 - ---— - ---- - --- 25 4940 v- 494 - - - - -- —I =-- -- ----- - + --�- - - - - - E/sn c �Roa o fr syEo c OE 35 I ; !/C �09 f 4930 4930 -- -- - -- -- - - --- - _. - - -- - - : 2 �+ ti r\ 5 �� - - ----- . — - -- — - -- - 25 W E S'T CURB - II 12 13 14 15 16 17 18 REVISIONS Sr.^-_.L`_ DnTELs_T_��DESCR. fTb6oRD PL, '� _--___- DATE SEPT.__/97G_ -DR�wN..K.P M. t G X Boa No. 4�"7G THOMAS, DEAN & HOSK INS INC. S.I.D. 57 0 L A N GO H R AVENUE 17 sHEEr No. D DATE.— .__DESDR. - - AS vortN .—GNED oK.?_M_ _ F a NO__?si BOZ EMAN,MONTANA PAVING ( 2 ev DATA DESCR.- SCALE APPROVED L� :�E No. ENGINEERING CONSULTANTS GREAT FALLS. MONTANA SHEETS V N mV j41S w O Q Yl h Z D O v v 0 Q h° v h\ _ IzIl\ \ h v h� �O uQ 5EE 71-115 hh V) O� Q� W > Tj qL \ I ° ^�G O~ 4iCO m� aid a0%� Vhh p �N� aW Z Q ti G1 W 0 = V• V 41 Ql v W > Vl vlI h� ~ jJ N � 37' �J w � `- (n�' � (ng Z � 37 � a w J w vl m- •.. o-l� 49.70.-- IRWIN AVENUE Q STAUDAHER STREET m /7z' - 5 --- 4 yy�B 3 -w'°� I'�I 2- -- - I 8 0 7 5 ^� I t W = O w 39' {�{ - Qo, Q U v O F_ h h Z 0 - + 10 > Qh� N Wro � W vl�ti' n�� hh� VZiu v p �' � Z h C Z V Q h V) v =�� ajC Z P� 1ZO� �Q QW� m 5EE SHEET /4 J �Oa OW SEETL//SSNEET �N�V - SEETf//S5AEET ONC ��h� Ng Zh ,o^y�v a�O�N 5 4 3 2 I 0 9 8 7 6 5 4 3 2 I 0 o v i,N h v o o T -� -- - — -- h --- ---T--T— ____ ---- -- --- - n:n. �. 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S.I.D. 570 IRWIN AVENUE 8STAUDAHER STREET �-� "°. _..— BV DATE. - DESCR._ __.___ _ _- --_ _. DESIGNED--K P,r/' F.B.NO.-Z S/ ��- 1f ENGINEERING CONSULTANTS GREAT FALLS. MONTANA gOZEMAN MONTANA PAVING 3 BY --_ DATE_ DESCR-_-._ _- __ - SCALE AS SAOrI'N _ APPROVED fILE NO. I ) SHEETS � V yQj� Q lV v� Q n10 Q W VZ z3 v p� Z W h J SEE 5//EET /3 4� m m cn cry 9 V N Q mV) UlT\\ i ul�i yT1 3� SECOR AVEN 0LI 1- W I 2 m 3 — -- 4 5B- — '5 6_ 7 ° 8 9 Sa'.ir 10 I I ' 0 p oN 5EE SHEET// p h0 v h� �Ol< cn J 0 _ �3 _ 4 5 6 _ 7 8 _9_ 10 11 ._ I 55 55 t Aol go -- I v 4950 +. + I spt_ _ - --- - -L- - ---- - - - - - - -- - - --- - - -- f - - - ---- f99 `+, ( 0 I f 4950 I 45 r/.4/7�� �i _ i - -- ---- -- - - - - -- - I -45 1 .......... 1 ` - I _ 1 E /STING ROUND i - - -- - --- -- .. I r . 4940 FIN/sH�o Gevo I -- ---- - - - - _ -- - - - -- 4 I 4 f I~ � 4940 l f h 35 - - - - - - - - -- -- - - ' - EAST CUR�. -- -- -- - - , - --' - - t - - _ - -- - - 35 t - ' 55 - - - - —------- t � � 55 II - { -- - - -- - --- - - - 4950 _ - 4950 - >. -_ -- -- - 45 ?/=f(e. I P q/p - - FX/57/NG. CR ND — RL'�/7 - G.L 52 -- - _ -- - - 45 f l 7'to Iw # - -�-- 4940 4940 - - - hlV O 35 ` _�. � �. - --- `� `ti -�__..�..._ _ WEST CURB -- �. �� °� �� i ` " " _= � - -�-- -_ _ _,- ! � - 35 0 I 2 3 4 5 6 7 8 9 10 11 12 REVISIONS E THOMAS. DEAN & HOSKINS INC. -- S E C OR AVENUE 17 11EET ND. BYC1.�F DATE i-Z�-/ DESCR_ .�'ECORD P.-A/✓� __ _._ _._ _- DATE SEPT /97�0 -. DRAWN K_P M. C.� JOB NO. 4D-��-_ S.I.D. 570 BY DATE ____ DESCR--_ _ ___. _ DE=,ONED Al. PM. F B ND ZS/ BOZEMAN MONTANA PAVING I�1/ may/ - ENGINEERING CONSULTANTS GREAT FALLS. MONTANA SCALE A5 SNOlyN APPROVED%!.: - - _-_-FILE NC. 1 N V po m �5EE SHEET /4 v j SEE SHEET /2 h aJ oVV OJ W o V, Z W n� hhN T W a Z W > W D Q > w HENDERSON STREET a > -- ---- --- -W-`-- - 5 4 w Ys g.. - 3 2 i __ 5,.. — - M n - �. 60" O 37' cr 37' _ O = o H W / O 0 _L O N z cn J ohj � o hh� V k6 r 1 Q o -SEE 5NEE7 /4 h j SE f SNEE 7 h v C O B M. CONSTRUCT/O/V BOLT O/V f/RE h Q vn HYDRANT ON N W CORNER OF /NTERSECT/O/V ON NENOERSON STREET f E.4NCOHR AVENUE 6 5 4 3 2 1 0 EiEv=4334.37 4940 t - l - - - - 4940 soo o Er/sr ivc cRodo — 1 35 Llc/N;sHEa cR,4DE 35 j 1 - -- NORTH CURB -- - oi- 4o. ._ ' - ! - — - - -- - -=- - - 30 I 4— - --i—- - — - ----�-- 1 —_ 45 _ + I I - 45 -- — - -- T f - - -- : z� t { - T I -_ - _ - 1 4940 4940 ' i i ! i s: I 1 1 fllylWt cRAoE _ � T _ 3 1 fi SOUTH CURB i 4930 4930 -' - -- —- j , I L t :N O 1 \O\IL O O� �• — I _-_ __ - _6 5 4 3 2 _. 1 0 i REVISIONS S.I.D. 570 HENDERSON STREET er: -,— DATES�3 ';' DES REVISIONS 4'-r'9q� > � SEr'T /976 _ KP.N/ ECK 40-76 THOMAS, DEAN & HOSKINS INC I� sNEET No. .`_-_ __- __ - -_- __ GATE .. DRAWN JOS NO-_-_ DATE D[SGNED K.P. — E , No ,9- BOZEMAN MONTANA PAV I NG 15j GATE _DESCR —E 45 -5y0l�N AVRRoveD. FiLE No ENGINEERING CONSULTANTS GREAT FALLS, MONTANA SHEETS /d '5 SCE rt?'/CAL vcrifawS /l.S//_c r7 r � (!/ 4!.J17ri Nf»' PL4.1iT,h�r� -dir_�uc.�.arc 4,. tiP00.WEPISJ. �GUPS£ 'A' 3,fYl9j. f EAIOr E 1 p i ��— t P'AIlrAI/1 BIT. Sfd�- la'.4Sf(Ca'+S�i 1PN4�7iC I!!J•Y(Rf%t G 63E t GL1RSf I sJS.✓B.�9E �/ fi10E c'i'G%SNFc SiVw car C1IS' OSri.Arr' - 9Y>tSf ?E?OE.O(�'IST.' - -� Ar /�/ I"D - t /'��4-.}'G✓ GPO; M PAVING DETAIL — STREET APPROACH ON TO 19th AVE. • u- W"7,4 2' "Rf°IS f c 6/NL'A'ETE l d 4d4Ys�'' 9r . /4."A - JfE .1!l ifN srAVP Qf.,4// r, J.vEf! a �M%YOU_'S f3FLAlf EQ A-r.- 61, 2 x O 0A v -- L/ INTERSECTION BETWEEN WEST ``' BABCOCK STREET a U. S. 191 — ( uiI'%r'`L:i.' MEDIAN STRIP DETAIL ( cw�!c.PErt �l�fv4tr f/f liN.•Yr^.fML" e"RAQ G - _ . '� it � -'- ys ,.17[/M Ri TE ` 1 4 _A45E ecV.RSF `'_� lr/-r fG�:•vEa' G•�OrEL JJB.A.I`! �rLr,4Se .-_ .. _ 7�I •,• 7 Tfl ° ` ••a° . TYPICAL INTERSECTION LAYOUT ,Y"a•'rSslrL''OU: �d h' ^c^ r:'f/.es/6'al"ri l � TYPICAL PAVEMENT SECTION So 20th AVE , W DICKERSON ST, W. OLIVE ST , REMINGTON WAY, f 84-1Ir1- - - STAUDAHER ST FROM LANGOHR AVE. TO SECOR AVE., IRWIN AIN _ - AVE., SECOR AVE , 8 NENDERSON ST -j" a s v/.•Qt ri4 ::�,v�.P[7r s'�:,?��p�E �c.,tr.vsf -�•`�E� � - -h h �— .o r' r�f"ASr'r•l;7iC C4"OOV f rE B45S Cod.45c' _ ` SlAf:� ?sr'oCR fr iI 6' CiPCI sHEC 6'rrdYE i SU934s t CnlR�F -- // IL f -'^a. sfTG � Iti } ,1 �lll. . ..�. r i v' �_.,T`-1�-`. - Cr-c�.: � � L•p.v;• _ 'n.1'/��LL7 .T -� < o ° \ °;,,n:r�/,�,r.�T•.''►Jr-- "� •` a _1e" CJIIr'RLTE C;/rPB �bi. fA TYPICAL PAVEMENT SECTION CROWN TRANSITION STREET APPROACH DETAIL ( FOR VALLEY GUTTERS I So 23rd AVE , W BABCOCK ST,, W KOCH ST., ARNOLD ST, LANGOHR AVE , 9 STAUDAHER ST. FROM So 3rd AVE TO LANGOHR AVE REVISIONS TYPICAL SECTIONS 8 w.° _ - _ n.re_?=-'_ � '''r� ..•w+,w -. .,°.,,, �' - f THOMAS, DEAN f1 HOSKINS INC no— _ - _ I BOZEMAN, Mf1NTANA SCELLANEOUS DETAILS 1G wti t+►�cw •<°i[ ,ti t°�'! °M1O1�---y. �s� r� ENGINEERING CONSULTANTS CipFAT FAN MIC S, MON7�NA 5i<� 1 SEr FENCE f OS7 _ 2'-O" I I STANdARO SIGNS AT PPOPERT✓L/NE 4 x 4 KYAC E i I W/TN BACK BRACING n ' l T.4EATE0 POST /•_6. S Z"f%PE fY/TH MO!!A/T/A/G BRACKETS _ W Ttj lie- - —ti 0 �ti �STR/PS T/'P/CAL 4• � <'> THr�l1 OUT/SL AND A USED EV/ST/NG GATE l Q — rt¢ G-0.C. /' "0 CONC �?.'1 OTL/GY/J✓S f O r/,LrG i I, _ 1. STOPS'455EMBL Y! PLAN y M fl CONCFIE7E CHANNEL 5 /0,. G yI STANDARD SIGN DETAIL i- SECTION B-B FENCE END BRACING DETAIL M' e, PAINTED ISLAND R/-/ DETAIL PROPERTY_Ale' SECTION A-A INTEGRAL CURB HEIGHT k' To s.'¢ Ar CONCRETE DIVERSION BOX CURB L/A/1 TO O',41T E.VD_' ASPfG4L T/C L'ONCRL TE DF CURB RETURA/ SGR/ACE COURSE G,�rrER _ - --/1/TEGRAL l/1RB - - �\l it / ONLY NL FLOWL/A/E -- „r SL M; EfiS;'N6 y1' 4 C 7 /;rOqD II y 4� NOTE% SEE" COAST. STD. /VO.//o/ /? LAAJ !i/EW ON C'OA/C. APROA' CQUSNE"U GRAVEL . 5 f7 i R7 / lv¢-/ v_BASE CO�LRSE �\ / / 0�� / ---_ RI-Z 5 zs�0 CONCRETE DRIVEWAY APRON Vic) NO �� q,-/ PARKIN ��d� / PARKINS [�JgTOTRAILERCOURT ACCELCERAT/ON LAN j 75'LON6 ----- 3, / - — `N ✓ELL OGt - ASP//ALT/C CONCRETE /O:/ Na hSEEOE%A/L N PA/NrEp ogECASY 76140N6 SLIJS'F,9CL COUS'SE _! c , T 70'LON N 1 '���Thll SHEET, CURB ELLo/v�Ty/?) - - - N�' shS2T� 70'LONG a - ------ RA/BED /BEANO � ! �� � -� 6'— ,5,�o. RA CR(/S'YL:O GR.9VE--6 J y j -- �— --- 4'SOL/L7 BASE COU,S'SL- � �' fELLolr ---2�� ✓ELLOw ti �_- �- J -- - - _ 95 LONG /O:/TAPt EXISTING ASPHALT DRIVEWAY PC- REPLACEMENT It �L,�8V8 t--► R� a R4-7 R3-6 ON ;NI>IENd ON 2 0' 0 10' 2 0' 30' 40' R7-/ INTERSECTION DETAIL ��� BETWEEN WEST BABCOCK 81 U.S. 191 BAR SCALE DESIGNED_ -- r e No—¢O- 70 THOMAS. DEAN & HOSKINS INC BOZEMAN , MONTANA MISCELLANEOUS LAYOUT & SIE7 """T" REVISIONS NTERSECTION L _' DESOR IYLL'�•:7� •r'.,9:1� ___. ._ DATE SL PT o DRAWN 7 --- 1 1 ♦T�---- ENGINEERING CONSULTANTS GREAT FALLS. MONTANA M U T I LS DESCft. _ i45 J�/Q�� --- FJslf--- FILE NO — - SCALE _ APPROVED°