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o <br /> p <br /> { c <br /> a <br /> 0.17'As,oho/1 Concrete o x <br /> Reduce height oDl' Dike to 0-/0' g <br /> a �•' Aspho/t Concrete (Misc. Areas)(Type 2) h <br /> 13 <br /> c. �•w <br /> Frame e Grote A. C. Dike A. C. Dike,•'�' :: �'� .��.• 1v7�� <br /> f.' Pinkerton No. <br /> A -420 B A. C. Dike <br /> B or Equal <br /> End A.C. Dike „ <br /> o: :a 21 R.CP. O O 5 <br /> d f •• <br /> CL I!I I oho (TyP) <br /> ---------------- <br /> e'. e• D r—� I � <br /> _ Q <br /> ro "° asks i ,p - �� *RepeP to Plan f Pr0111/e Sheets. <br /> t o <br /> /01 <br /> rx oP pike � <br /> D <br /> Mor for r.: •. B <br /> �- -- /Z'Min. <br /> Conform to Existing <br /> Type D - 0/7'A.C. over <br /> SeCti017 B -B shaped and compocted <br /> i' Downing Ave. votive materia% <br /> STORM DRAIN INLET (TYPE A ) DETAIL TYPICAL DRIVEWAY <br /> A. C OOWNDRAIN DETAIL No Scale Scale : °= 5 ' <br /> Scale /"= 2' <br /> s ADJUSTING MANHOLE DRIVEWAYS ( Type D) ASPHALT CONCRETE PLACE 0. 5 ' ASPHALT /2 " 0ALTERNA TI VE STORM <br /> Location Quantity Location Size Quantity Location Quontity CONCRETE DIKE (Type A) SEWER PIPE ( Type A) <br /> Sto. /4 *45 t (Lt. ) / Eoch Sto. 4 * 2/ (Lt.) /2'x 3' 6 S y. Roadway /1120 Tons Locotion Quantity Location Quantity <br /> Sto. 4 + 25 (Rt. ) /2' x 3' (o S. Y. /nterse ctions <br /> Sto. 4 Sto. 4*00 to .S'to. 5+ 95 Lt. /95 L.F. Sto. /4*30 48 L.F. <br /> + 78 (Lt.) /2' x 8' /2 S. Y. Mourf/eld Ave. (North) 27 Tons ( ) <br /> Sto. 5t46 (Lt. ) /2' x8' 12 S. Y. Mourfield Ave. (South) 20 Tons Sta. 4+00 to Sta. /4 *15 (Rt.) 10/5 L.F. Stu. 0*300t.)(Aloudfield Ave. South) 24 L.F <br /> Sta. 8 *24 (Rt.) /2' x13' 19 S. Y. Sto. 6 *50 to Sta. (e*67 (Lt) /7 L.F <br /> Ode// Ave. (Radii) 8 Tons Toto/ 72 L.F <br /> Va.. 8 ,157 (Rt. ) /2' x/3' 19 S. Y. Sto. 14 *50 to Ste.. 20 *95 (Lt.) 645 L.F <br /> Sto. 9 #20 (Rt.) /5 x 13' 23 S. Y. A• C. Misc. Areas (Type /) 50 Tons Toto/ 1,872 L.F. <br /> SM. /2-#80 (Rt) /2'x 8' /2 S. y. A. C. Misc. Areas (Type 2) / Tons <br /> ADeIUSTING STORM Sta. 16 *60 (Lt) 20'x13' 3/ S. Y Driveways (Type D ) /8 Tons <br /> DRAIN INLETS Sto. 20+45 (Lt) /5'x 3' 7 S. rota/ /,244 Tons <br /> A99reyotes 1, 18/ Tons <br /> PovAsLocation in9 Pha/t 63 Tohs e A� FRAMES CRATES S. D.l.I2OALTERNATiVE PIPE (Ty <br /> Sto. 5 '-95 -f (Lt.) / Each I L ocotion Quantity <br /> Sto. 14 .06 t (Lt) / Each Locotion Quontity Sto. 6 70 (Rt.) / Eoch <br /> sta. /9 * SOt (Lt.) / Eoch <br /> 3 Each Tota/ PLACE ASPHALT CONCRETE Sto. 3 * 90 (X-drin) 44 L.F <br /> Sto. *'2 (Rt) EochASPHALT CONCRETE BASE Toto/ 2 <br /> (Miseelloneous Areos ) <br /> Locotion Quontity <br /> Roadway X569 Tons Locotion Quantities <br /> Type / Type 2 <br /> Intersections 2I( y " STORM DRAIN INLETT�/�A <br /> ROADWAY EXCA VA T/ ON Mourfie/d Ave. (North) 38 Tons Sto. �4*50 Sto. 4*70 Wo/kwo s) 3 S.Y. ( <br /> Mourt'ield Ave. (South) 27 Tons Sto. //•40 t to Ste. 14.40 267 S Y AL LOWA8L E ALTERNATIVE PIPE <br /> Quontity Odell Ave. Rodii // Tons Sto. 19*50 (Downdroin 3 S. Y. Locotion Quontity <br /> LOCOt/On ( )Toto/ % 645 Tons Sk.. 0*20(Wolkwoy-Mourrl'ie/d Na) 4 S. Y. / Eoc <br /> 6 * 70 (Rq/fernofive PiP e T yp A e. O*37 (Wolkwoy- urieo.) 4 S. Y Sto. t. ) h ) - R. C.P. (Class Y) <br /> Sto. 3 *25 to Sto. 210/8 2,9(0 4 C. Y. SMMof /d SS to. 14 ,112 (Rt. ) / Eoch A. C.P. (Closs Y) <br /> Aggregates 1,562 Tons Totals 267 S. Y. 14 S. Y. C. S. P. (0.079" Thick) <br /> Toto/ 2 Eoch <br /> Powny Asphalt 83 Tons 41M-lvlive Storm Sewer <br /> Pipe (Type A ) — R. C.P, (Class Y) <br /> A. C. P. (Class Y) <br /> DOWNING AVENUE <br /> CONSTRUCTION NOTES 8c DETAILS <br /> o l/�o /,/777 O S h� � /0%7 ���, F '-1/77 �� �� i,/ <br />