Loading...
HomeMy WebLinkAbout125804-D F; --- __ ! r1�w Ywe rwlrrWRs1�,YIrY a• sed � �? !.`B" Z .g - Non-Rocking Manhole Frame 8 Cover - -.AC,Surface 1 1/2" Clear Nag ' v` .. q 1/2• Clear ..:.:i::'v•_1 - ?; -' =d6 V, m � #4 a :•.._� � .:.v a'a• 1a" ' �� -:; �•:. _. DRAINAGE SUMMARY A. 1 I a{a CL A CONIC M{SG IRON 44 C!P- .'24 METAL. FI.OM,IINE > 1 STATION DESCRIPTION STR EXC STR BKFL DITCH EXC I "- ap'�' Step t,7.c•:1 _ STRt STEEL FLARED- LAREtr END EL(MINOR ) ( 6'QA) SECT10M,_ r ' 11AET Cy. Cy Cy Cy _LBS LF .., � EACH AO+58168 Special Conc junction box Rt with - y Non- king Manhole Frame b Cr,,:r, H=RO' � ' •.•: .. :. - —.. x y J_ 0+71 €Baker Ave Special Cone Junction Box Lt�-.th 0.6 458 ---• w ` J. c I - .=N n-Roekin -Manhole Frame-6"Cover, H=1.41 0.4 'x158 _ � �.•.,. -_ viz+ y=4t... �� •o t.•; Butt b Fillet _J Meld Vertical ——M-- �'••. Bars to Exist' • Steel Frame I 49*00 To 49+80 '68 Type A Ditch Lt L— i 49+80 Q'68- 24"RCMP 6 Metal Flared End Sections 37 29 72 2 24.8 It;3 ! Exist. Jct.Box 1 Type A Ditch Rt b r*. ! ! ! _ TOTALS - - - 1.0 97b PLAN SECTION A-p Final Pay Quantity •�i''. r SPECIAL CONC JUNCTION BOX 4v : NOTE: Scale.'1. 1' y - 1. For Non-Rocking Manhole Frame and cover See Detail U45 on Standard Plan Bi-11. 2: For Steps See Standard Plans. SUMMARY OF GUIDE MARKERS SUMMARY OF METAL BEAM_GUARD RAILING ' �L r-. TYPE QUANTITY (EA) STA TO STA LENGTH`(LF) `"'. G 4 41+27 To 41+.43. 26.5'Fabricated to 18' Radius K 1 2 41+43 To 47+56 626.5 — ,- �'3,. - N 2 47+83 To 48+84 103 F TOTAL 756 .;• - TOTAL. p 77'''V� ((3v 1 q 4 •4} I ' Ir'r 4. 01-4' -�•I 's•. f 1�` E f TYPE A DITCH AS BUILT PLANS i I Contract i Date Completed_$ _ BUVLT CORRECTIONS THIS SNEkT Document No.�-'r9� ,. , I � . SUMMARY OF GUIDE MARKERS.. METAL BEAM "GUARD RAILING. DRAINAGE AND DRAINAGE DETAILS, 3` A • _ SCALEAS SHOW '�= emMr yor -.pr• "'OY�rrt.w - Dvu: MPvvr y Drr ... ., _. r.. .. -: -. - n nam -- �uv... - •: . . ;�:�.:� �- ,.. , rooccomponyplcns doled✓(¢t i96B NOTES Dio.or Poppies-Toto,w° a IT, Spon 12°Connector Section available for all og_ sa! 6G sizes.This is the only connection available APPROVAL RECOMMENDED 1. All 3 pc.bodies to have 12 center and be for 42°thru 84"round and 65"x 40 center panels.Width of center panels ry M thru 85"x54"pipe-orch. greater than 20°/n Of the pipe periphery.Multiple panel bodies to have lop seams which are to be _ - _ Engineer of De n tightly joined b 3/"v — Reyietere0 Civil Engineer No,9837 9 Y 1 Y e galvanized rivets or bolts. I B 1. Morph 15.1968 2. Reinforced edges to be supplemented with ' " galvanized stiffener angles for the 60"thru 84" t Reinforced I \ L round,79"x49"and 85'x54"pipe-arch sizes. Edge The angles will be-2"x2°xAll for the 60"thru Galvonized Metal \ tate Mgmo n..r 72"round,79'x49'and 85'x54'pipe-orch saes Regsrorea EngneerNn5645 and 21/Z x21/2 x t/q for 78'and 84'round. A �+--- �- The angles to be attached by 3/g•golvonized nuts and bolts. PLAN 3. Angle reinforcement will be placed under Threaded Rod the center pone[seams on the 79%49" Rod - I - Holder and 85"x54"pipe-arch sizes. CNote: End connection 4. Galvanized toe plate to be available as on to fit pipe used accessory when specified. Diaor PIPE DIA. CONNECTIONS WITH Rise �— 5. End of pipe to be finished with annular ANNULAR CORRUGATIONS A 3" corrugations to conform to flared end J5' -__ .., section so-that no leakage results from i -� _ Skirt ; H 12 D the connection.Other designs may be ' - - used with approval of the Engineer. 2-f, Toe Plate W SECTION A-A - - ��— min.—+� Toe Plate shat I be securely Structure excavation and Limit of payment for pipe, attached to the skirt. structure backfill included structure f..:cavation and in price dsection.for flared structure backfill. ELEVATION en G ALTERNATIVE CONNECTIONS Finished Earth Slope G P Minimum I' Connector as Required L� be helico'orr annular as required. � r j I Approx.2%2*1 Slops /1 \ �0 �frO � Limit of payment for pipe,structure f� Cf /< excavation and structure backfill.— 0-�- CO��C> ^ Structure TOePlote !3 D �o ,O/ excavation cnd if required �f ^,L°7`Lo structure backfill by special Construct PCC. V included in rice pad 8 O for flared end section. Provisions. Cutoff Woll �bo TYPICAL CROSS-SECTION MINIMUM DIMENSIONS PIPE A B C D E / CIRCULAR PIPES PIPE-ARCHES / DIMENSIONS-INCHES DIMENSIONS-INCHES 12" 4" 13/a 2'-0" 3'-10" 2'-0" ._� PIPE Go. A B H L W INCHES Go. A B H L W I: Max, I t f/2 t 2$ n Rise t 18'� 9" 2" 2�-1" 4-2" 3-0" Did. Max. 11 ! t t 24 9'* 2%2 2'-6" a-O" 4'-0" � �Q 12" Ib 6 6 6 21 24 18 11 16 7 9 6 19 30 30" I'-0" 3" 1'-8" 6'-1" 6-0" 15 16 7 8 6 26 30 22 13 16 7 10 6 23 36 36° I'-?i' 33/a 2'-it" 8'-I" a-O" 18 16 -8 10 6 31 36 125 16 16 8 12 6 28 42 42" I'-9" 33/a 2'-!I" 8'-2" a-6" 9116 9 12 6 1 36 42 29 18 16 9 14` 6 32 48 48" 2'-0" 4Y 2-2" 8'-2" 7'-0" 24 16 IQ 13 61 41 48 36 22 14 '10 16 6 39 60 54' 2'-3 1 43e 1 2-9"19-7,"1 9-10" 30> 14,-1-12- A6. +=g..' .56 60n3`27='14 -12 18 8 46 ,.75. - 36 14 _14 I9 9. _60. .72_ 50. 31. 12. 13 2I 9 53 R 85 PECAST CONCRETE _T FLARED END SECTION 42 _12 16` 22= 11, 69 84 58 36- _12 18 26 12 63 '90 48 12' 18 27 12 `78 90 65 40 12` 18 30 12 q,77 -126 W138 54' 12 18 30 12 84 102 ?2 44 12 18 33 ,`12 60 12 18 .33` '12 87 :114. 79.' 49 12 18 . 36 12 66 12 -18 36' 12 87`" 120 85 54 12 18. 39 12 NOTE: 72 I2 18. 39` 12 1 87 126 These details supersede details shown on Standard Plan 78 t2 I8 42 ' 12 87 132 1 No.D94 page no.56 of the Standard Plans dated 84 12 18 45 . 12 '87 138 February,1968. z' © FLARED END SECTIONS FOR C.M.P. CULVERTS �y FLARED END SECTIONS r Pipe �.^I e _' I'II, 1I�. I!n� !p• =,I + II' ���I,�r �����`� \ ,' 7��I �I Tooc�ompanyp/osT d�o6O/eIRGdE� 5uf6,Bm. Bad Pip0KT P/io'7ttl/l BS sS uP 3- Bolts I APPROVAL RECOMMENDED qnII I II I I I �i ll I 11 II �II I I I' I i i.l O �'' D 0Engineer of ign C Registered Civil Engineer No.9837 f l i I I IIII I I41 I I I 1� I I I I Band Pipe i I I I Approved March 15,1908 I t� �7_»I i+ I l� Helically _ s 1�V Corrugated r0 o srae r ignwoDinecr �7" pipe Bond Registere4 ,Engineer No.5645 TOP VIEW I` I!q Min. 8 Spaces as reqd. to fit the helix angle f O '0 �, n LAP. Bond nl� \ Ot©-'0 0 0 0 x2"xi � 2"x2"x3/"L s/ ./ "` 2-%Dia.Carriage I6 �. I " Dimension A:7 Min.between dimples, bolts with cut I " o / I/q Min• aq req'd.to fit the helix angle. Helical Pipe 2-/2 Bolts 9 washers /2'Bolt with head and cut washer shaped to Rivet orSpotweld p fit profile of corrugation Band Pipe and connecting lug. SECTION THRUDIMPLES PLES Bard END VIEW DETAIL-BAND CONNECTION LUG DETAIL UNIVERSAL COUPLINGBANDFOR TWO PIECE INTEGRAL FLANGE DIE 7`°WIDE STANDARD AASHO COUPLING BAND 7WIDE COUPLING BAND WITH INTEGRAL USE ON C.M.P. THRU 30 INCLUSIVE FORMED FOR USE ON 6;8"&10"H.C.M.P FOR USE ON C.M.P THRID 30 INCLUSIVE FORMED CONNECTING BUGS FOR USE Of C.M.P THRU 30' INCLUSIVE Bond Pipe Bond Band Pipe Band Pies FII oo > I it I I 000 I I I E C ro om I y II I II I I II I 1 ( 300 I I (D 0 �-f '� t l 24 -i/2 Bolt with head and 1 I I I I t' I Z 12' cut washer shaped to fit �`� Z �— profile of corrugation and connecting lug. 12' 12' o� NOTE:Angles may be oriented parallel to ox•:s of pipe O T provided connecting holes are slotted lengthwise 2"x2"x3/1�L sufficiently f,:allow-adjustment for the helix angle. 13 �1 O t > 5-%Bolts Z Rivet or Spotweld c;�g - Bond ,./2'k2+'x3/sL J1 211x 2°x3/6L DETAIL-BAND CONNECTION 3-�2 sops 3-'2 Bolts 24"WiDESTANDARD AASHO COUPLING BANLD !, Rivet orspotweld Rivet or Spotweld pipe FOR USE ON C.M.P THRU 96"INCLUSIVE Pipe Band Band NOTE: LUG DETAIL DETAIL=ANGG.E CONNECTION- _ ' DETAIL BAND CONNECTION These details supersede details shown on Standard Plan 12"HELICALLY CORRUGATED "HELICALLY CCIRRUGATED BAND 12tIW1DE STANDARD AASHO COUPi.ING BAND No.D97 page no.59 of the Standard Plans dated BAND:WITH INTEGRAL FORMED WITH ANGLE CONNECTIONS FOR FOR USE ON C.M.P THRU 60"INCLUSIVE February,1968. CONNECTING-LUG FOR USE­-ON USEQN 12"--48ieH.C.M.P. C.M.P COUPLING 10-24 H.C.M.P. BAND DETAILS - ASO _ >u __