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HomeMy WebLinkAboutSID 493, 494, W Garfield & S Willson Paving No. DESCRIPTION UNIT S.I.D. S. I. D. WEST SOUTH 493 494 GARFIELOWILLSON / Ex Cavat1On C. Y. 36-50 /,BOO /7S 67S 2 Borrow Materiel C. Y. 950 3 Water Applied M 6. /50 /50 75 50 4 Combined Curb jeGutterCIi7 place) L.F. 3,070 2,57/ /,/99 1330 S Concrete In/et Aprons (in p/ace) S. Y. 9 21 / 6 Concrete V,711ey Gutler(in p/ace) S. Y. 20 - 7 Adjust Manho% to Grade Each S 6 7 8 Cast Iron Monument Boxy Base Each 5 5 2 - rlh Place) 9 Street Sign Relocation /0 Fence Relocation Lump / Sum // Storm Drain In/et (ii7 p/ace) Each 3 / /2 Storm Drain Inlet Pipe (in place) /2"RCP C/ass III L.F. 120 8 /3 Irriyahon f Drainage Pipe (/nplace) /B"CMP. /49age L.F. 45 22 X36"CMR Arch /49a9e L. F /60 - /4 Connection to Existing Manhole Each 3 — /S Concrete Header Removal L.F. 33 /6 Subbase Course Matevia/ ('In place) C. Y. 1,295 1,050 460 366 /7 Asphaltic Base Course (inp/ace) Tons 1,050 /,450 640 273 /8 Bituminous Prime Coat(in place) G a/. 2,100 /,620 700 430 19 Bituminous Tack Coat (in p/ace) G a/. 1,200 /,/00 470 420 �O Aspha/tic Concrete Birder f Surface Course (/n place) Tons 1,050 970 390 704 21 Asphalt Cement Ga/. 30,2 36,500 4S,600 16,,000 22 Sio'ewalk J�'-Dr/veway Removal Sq.Ft /700 23 Concrete SSidewa/!r Cl,-?P/ace) Sq.Ff _ _ 330 24 Con cre to Drive way(in p/ace Sg. Ft 420 25 Curb Removal L. F. 1400 26 In/et Removal Each BY DAT[_ -D[�CwEVISIONs ___ oATc.JAN 1970 DRAWN G.H. joe No. 24-69 THOMAS, DEAN & HOSKINS INC. S.I.D. 493,494, W. GARFIELD, S. WILLSON PAVING PAVING SECTIONS a 8 6r DAT[-- - -_D[eCR--- - DE—NED.. wQ.___ E.[.No. ENGINEERING CONSULTANTS GREAT FALLS. MONTANA BOZEMAN, MONTANA SPECIAL DETAILS SHEETS L BY— DATE DE[CR. —j..AL. 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Q 0oyv, cc by Q e -� rh � � , , Q b0 N z Z) y z o � fi r a h h �a 0 0 ti ; v tioo ��� � � o � v � o 0 h 0 v� I h 0 /oo'� /oo' /oo' ` /oo' TUG EAST GARFIELD - - SQ1S ass EAST LINCOLN /00' /00' 9hi 0' h Y-97 790' ti 1 k _ K h ti� ti i O cii v i p � q, �h o t �� b 4 x Jx �,m 'zl a 'b pvotWa b y p b a O O A..M North const. bolt on fire hydrant p h p 41 0 h a Q fi b a 0 b a at N. W corner Garfield�'5'Montana p ah a ` 3 E/eY 4 9.84 90 Doi ti i I � 0 � O � � B.M North const bolt on fire hydrant Contractor shall instal/ a//m t onumen at N.W. corner L inco/n S. Montana boxes as shown this contract 0 E/ev 4&63.76 4850 - _ - 65 - 65 45 = 48648601 4840 - 484 55 - - - 55 — 01- - 48 =  4850 -- - - -- 65 45 —- - 4860- - - 4860 4840 4 - 4840 55 - 55 4 5 BY DATE _. DES REVISIONS __ ___ UATEAu9ust-/969 ...w„.-__ 'AG,y e"E Joa„o. 24-69 THOMAS, DEAN & HOSKINS INC. S. I.D. 493 EAST GARFIELD EAST LINCOLN v - DATE _ DESOR. - --- /=S=O LJVEI•/. ' DESIGNED-.-lS:_(✓��C-„ F.9.„O. //6 - DATE DEBCR. SCALE_/� 5 ,11oriz. ARROVED-//w � FILE„o... ENGINEERING CONSULTANTS GREAT FALLS. MONTANA BOZ EMAN, MON TA NA PAVING 4 ETE v ko w 6 O' a � 741 G ZI a l9 0 t0i� 89.// 70' u �� 70' 80' b ssg'" 2 3 4 0 5 SOUTH MONTANA 89.2s' 70' 70' 80 a (n w %0 X x x d B.M. North Cont. bo/ton fire hydeant 0 iv 0 a between C/eve/and¢ Garfield on S. 3 J j Montana E/ev 4846.9E m U BM. North const bolt on flke hydrant Contractor shall instal/a// monument at S.W. corner Cleveland eS.Montane boxes oS shown th/s contract E ev 4843 60 4850 - - 4850 4 == _-_ 45 4840 - -_ _ -- - - -_--- - 4840 35 � - - 5 �F h -- 4850 = 4850 45 - - 45 4840 - - - 4840 35 - - - _ 35 0 I 2 3 4 5 6 REVISIONS /\ SMEET NO. 69 G.H. 24-69 THOMAS, DEAN & HOSKINS INC. yV( D..E __ __ DEeDR. __-__ DATE AZ/gfst /R___.__ D�.wN_.— JOB NO. S. I.D. 4 9 4 SOUTH MO NTA N A AV E U E DATE DESCR. - l/==so'HOr Z. DlSIONED_ W W Q — F. NO�/7_ BOZ E M AN, MO N TA N A PAVING Fj DESCR.._ — Sc��E. ♦►�Rov[D- FILE NO.— ENGINEERING CONSULTANTS GREAT FALLS, MONTANA SHEETS Carve D-745 -• II • + -_� f •�1 • , 1 0 . � �IIII Ill��pllllll �j - ✓ ; _ 1440 to 10,�32.30 �� i curb `- Curb &q �,,w _ II �,� 1 Ste 7-11-5-17BLI11dinlet manhole to 9,-ede j. - �� I� - - - de B.A-f North const bolt onYds. concrete /�7)et 74 2 5 5te.S*949 AdVSf ey'S W corn e.- Cleve Ivn. _ � am=MEMO___ Emmons 1001202211002011201221 1 =Mmlmmmm 'Mill-so MEMEORM NOUN Mills NOR -- --_ __-- 1���___a�+ a� --- a--------------_-_-__ _ ..� � .ram201 �= �00NIM������1�� OE _ .I'm�..R..R..R..R��..R�� 021100 MMICE 100201 ���� rrrrlr���_rr.r�MIMXX __r�rr_�_�_�_�_����Y��..R�..R������- NOW EXIM •��� ��� ..� =.= man. ���� ���������%IIII..R•11������������.���� ����_�_�� �_�_�__�_�_�_� �_�_�_�_�_�__���_�_�_�_�_�_� �_��_�__�_�_r.IIII.ii�w.ii.,��_�__�Qalia.a-��_�_�_�_�_�_�i�=r����1►iii.��_.�_�_�_�_�_�_�_�_� EMM 1000=12110000M OEM 100001 NSA 100100=0w,01 MMMI ���������� ������l1l..R..R..RY�l�...R...I�..R.�..R.radir►r�wa_�-- ��������..R�������..R�I��..R���� � j Ol� v 4, y �° ak �aQ 'a � , xb3� evC �� ov 9 y> ao xL m ^lb vh 0 � c� � b � bb in p� p�j ur v) 1 Q Z Rlly i -- - - W %0 Q 15 _46 H M W R W Z . 3 � WEST GARFIELD STREET 4s 16 z M � � 1 o Y Q �.Z o In 3 �a Qcrn Contractor shall /i�sta//a//monument 0 h W �.N 0 '� I9 0 B.M Spike in transformer pole al NW. boxes as shown th/s contract 0 4 3 v corner Garfield lr/9fh. E/ev 4863/5 - - — - 65 - -- - - - -- - - _ - -- - -- - - 65 Fi ish - QR 4 e - - -- - - 486 - _ - _ - - - - - _ 4860 EEO if 55 - - - - - - - - _ - - - - 55 - - 'kti- - - - - - -- ------ - -- 65 - _ -- — -  65 4860 _ - -- 55 _w 7777 - - - EAF- 0 1 2 3 4 5 6 7 REVISIONS q Au ust_1969 G._H. ]�// `` THOMAS, DEAN & HOSKINS INC. EEr N By_- DATE DEBCR.- _ _ ___ DATE � DRAWN - _ JOB NO_ST_-V� MONTANA STATE UNIVERSITY WEST GARFIELD STREET _ _ 12Z w_ DATE D[acR.- -- -- -- -� - / - "pert/Cg/ DEsicNED_�P.e.No.. ENGINEERING CONSULTANTS GREAT FALLS. MONTANA BOZEMAN, MONTANA PAVING By - - DATE--- -DEBCR.. BCAL[/-S��/ZPLC�t�I APPROVED TILE NO.. _ SHEETS TYPICAL SECTION, NEW CONSTRUCTION ASPHALTIC BASE, S.I.D. 493 1--New cons curb and gutter 494 496 Ne w asphs/tic paving Relocate existing stop sign Remove existing O Crown 3"Crown S"Crown 7 Crown 7'Crown-� S"Crown 3"Crown o --- --- NCIQi o ,Existirny alpha/tie Pavinq b SO' SO' SO' SO' SO' CROWN TRANSITION AT • VALLEY GUTTER INTERSECTION DETAIL TYPICAL INTERSECTION LAYOUT S.I.D. 496 S.I.D. 493 TYPICAL SECTION, NEW CONSTRU New New Combined Curb 8 Gutter Existing Concrete Curb Existing Asphaltic Pavement Existing Walk Existing Sanitary Sewer E B O" 37'-0"lYidth use 7"parabo/ic Crown Varies S'-O" Wa/A 9" 2'0" 33'O" =0" 9" 3"Aspha/tic Concrete Surface Course 2.i S:4spha/tic Concrete Base Course �4 Per foot, 5�o 2 Js>-o G,J °o.:o 0 -o °° D° o,.."°oOo°°o ° Do o D o o 24"Concrete°u Curb Gutter 6"Crushed Grave/ Subbase Course Subyrade 37 O-"Width use 7"Parab_o/icCrown /4'--O" Relocated woven /"6 2'0 =6" Concr ete ea m e Header Removal z1'n1/ /3096 3096 " 33'-O // wire fence 9" Alpha/tic Base Course 3 !s ha/tic Concrete Surface Course I p Relocated woven S 4spha/tic Concrete Base Course wii e fence e 20:/_S/opety e 0 ..,00 o. '.,D o n o °o 0 24"Concrete o 0 0 o D o 0 0 o 0o Curb Gutter �sio e 6"Cru517ed Grave/ Subbase Course Sub grade REVISIONS THOMAS. DEAN & HOSKINS INC. SHEET NO. BT DATK_ DESCR.--- _ -_ DATE DRAWN.__ -. _ _ _- _ JOB NO, BT DATE DESCR. DESIGNED - P.B.NO. -- ENGINEERING CONSULTANTS GREAT FALLS. MONTANA sHEErs BT—__...- DATE DEBCR. _-- _-__.___.___— SCALE.—__ APPROVED_ _ _ _ - ILE NO. __