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6= O
<br /> / 4 ' 0 12
<br /> P/oce 51. f. Aspholt Concrete
<br /> 3o ' oilre lr* 4)(/// .11 2
<br /> ,exteix/structuro/sect/onb ,h P4 "DR. C.P
<br /> io. . CCiosSld)
<br /> RI yJ Sto.19+T3 t -47-'-'Rf Const �' ° ..'c .. ° v 4 /0 ; I f Orout smooth all edges
<br /> 1 ��ndArd Storm Drain Inkf �- 6„ /2„ P o'.314 R ::> ' �- .� � A Of pipe opening
<br /> yP )" 5 Rebors lTgp)
<br /> Top o{ Crate E/ey.98.35 I I
<br /> n ,
<br /> Dowels- *5 or 5/8"0 x?4"Spared c
<br /> o. C. greased and Wrapped voe � Ma558&a7crete
<br /> Mace !?"!4x51!. f. A/terr�ofive Sidee through every expcnsion joiat I I I V
<br /> . v —
<br /> .Stv.?9*70 Canla'm
<br /> '--.. —Conform - -- - ---_ _ 6= p„
<br /> I I
<br /> W 2-f0
<br /> Stv.5+03 Princeton AyesExistingD. storm
<br /> Sto. 29•A48 ff Camf. 5 '�
<br /> l✓isconsirl Ave. -- ,��' _G is — _ Survey 1 c "� �t2-� ,LT,�1 Secuer Pipe
<br /> � o-_�f0Gin StoStsst /4 per ' — .F PLAN VIEW
<br /> I
<br /> B roncre/e
<br /> ' AT RETURN
<br /> ' 98. 66
<br /> II 98.90 C/oss R%' CURB_, GUTTER 8c SIDEWALK DETAILS
<br /> Existing C. G 8 S. to v, Grout to Foundation
<br /> tq Sfo, 19td¢ -J4 Rt Adjust remain in place.. Lip of Gutter z4"Dia.
<br /> 0 � i Existing Stavin Oroin Manho%
<br /> co
<br /> Ii t/1 � rt'
<br /> 98.41
<br /> a / PRINCETON AVE - - - - - - - - - - - - - - -
<br /> 4: A
<br /> CorYStrUz Whee/cicair Born per
<br /> class B Concrete
<br /> f P p ion{oris to Bach of W011r
<br /> �V V I I Jcl, Co. 5ivndard 4 eldfusf' fv fit
<br /> 30 .gyp' r�thsdes `I
<br /> and BoNoin) -�C-.
<br /> 0 20 40 0 . .
<br /> PLAN SCALE :s':' : . o .' ; ` Existing .96"I D. Storm
<br /> .^. ..o._ e . :. . . A ' Sewer P/pe
<br /> 106 106
<br /> SECTION A — A
<br /> Existi w.dth Conform STORM DRAIN— INLET ( TYPE 8}-
<br /> 104 104 /r Min. _,.
<br /> STA. /? t 85 fi Rt-.
<br /> W114 Curb, 6ulter and Sidewo/k Refer to S. J. Co. S/d. C-G far /�-ome ole Crofe Ga tai/s.
<br /> Ilr02 ' °� � Exisliny � Pi'ofi/e'
<br /> 102
<br /> oC ,h 0. 50'A. C D/ke
<br /> ON, v (Type A )
<br /> s,
<br /> 0 0
<br /> 100 + iso; /OD �YP� A Con{ol CID Boc/r 0{ oiApe
<br /> Seled No&e Moferlol
<br /> 90 %o Re%five Cowpoc&in Set Ty/.t Sec. Sheet2,
<br /> 98 98 A \ - . ' . .: for strucfur4/ secfioq
<br /> 96 96 0/?'A. C. Dike
<br /> Ex/she width
<br /> Tbrouyfi Driveways t2'NiO.
<br /> >2'" 0 D. I?"
<br /> TYPICAL DRIVEWAYS 0. D. t 24"
<br /> 94 94 with Aspho/t Concretes Dike TYPICAL TRENCH DETAI L
<br /> 0 20 40 SECTION A-A Type D or P_ C. C. Oriv-ewoys os noted OW t/xp/ons.
<br /> PROFILE HORIZONTAL
<br /> 0 2 4 Type D = O:,�Q"�1sohq/�_Concrrfe over Snopm' and STORM SEWER
<br /> 92 VERTICAL tamp-o_c_ted rlotiYe moteri4/. x, k;, , : +�w! µ,r ret
<br /> P. C. C. = �' P. C. C. Oyer ,f/aapsd and compacted native -
<br /> I
<br /> -- malerio% .•� .�L-�-�±
<br /> S"' I
<br /> l:
<br /> " I
<br /> af - ti5.
<br /> 6u F
<br /> [` //'' i 2
<br /> Q - . .,.,. .. ....,.,.« ,.,..., ,_., -W..,. ..,:..,:-.-...:.. u...,.»„F.. >..«.w•,., .rv:.,..........ns..m...: ,..w..�...�..,....R....«.. w.x.......,«.:,.,......Fay...A ......b»..:..«.;,...�w,..n.�....w........„..�..«w.�..,».,.,.......m..,». .aq.,.,..., _,
<br /> .:.,..a,.« ,.,,._,...w.... ...-»............-.mow ,« ,,........ .,,....�...A.-. -..:,... ».r.»t»:sm.a..::.,.ry
<br /> WISCONSIN AVE RECONSTRUCTION
<br /> sl9 i INTERSECTION AND ,
<br /> /9i �19i � u� 7/8/9/ /� �� CONSTRUCTION DETAILS 9 .� 7 10
<br /> Michigan Ave to Princeton Ave.
<br /> W`641
<br />
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