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1, 5'i <br />O a� /'r5 at[ 2' Culvert Invert <br />my <br />#5af 12" <br />I ' <br />3 I . <br />6- *4 4 _ *4 <br />N <br />EL. 185.25 Top of Culvert 1 _� <br />TYPICAL WALL . 2 "Clearance <br />2 g./ FOOTING DIM, �� \ -- (Typ) <br />15 "Embedment <br />NI A n A' <br />COPING DETAIL <br />6 @ b Scale liq = t' WALL CUTQFF DETAIL <br />E_ 182,0 scale 14 1 <br />142 Pipe Sleeves I CHANNEL <br />Sta. 2+35 a I' FLOW <br />� � N <br />°4 of 18 .. M *4atrZ <br />�4 at 12 x4ot 18" <br />3 oto`O 182,0 m t _m 121. <br />121 2' <br />rn <br />:Clearance. �. <br />�,i <br />Sat 12" <br />6 of 12!. <br />'i d _ <br />15 -4 Equally Space <br />m L at 18 "Ta6 <br />Pavement ' / EL 171 0` - ° ° x`5 at 12 <br />Max. Bearing Pressure =. 2,7OOPSF 3 Cl ° �5at I2' <br />jQ - -7'- <br />TYPICAL WING WALL <br />PLAN TYPICAL WALL SECTION TYPICAL -WALL SECTION <br />Scale: 1 " =10' MIN. HEIGHT MAX: HEIGHT <br />" - Scale /4 I .Scale: 316 = I' <br />j Tubular Steel Handrail <br />2,Bituminous _ <br />3 "Bituminous Wearing Surface Granite Curb Wearing Surf. _ - <br />EL.= 185.30 EL.= 185,33 tC' 185.§0 <br />6 Loam _ <br />15 5'_ 0„ <br />Gravel Gravel <br />® 8' Insulated - <br />CZ Wat rM n <br />u <br />*gat 9" #4 at 12 �'�9at 9' <br />2 CI <br />{ <br />. #bat 9'.---/ Iy,%Leorance <br />"''4at 12 "(Typ)4. at lz "T a. e - TYP. BARREL. CROSS SECTION <br />#4 at 12 "E.F '4at12"EF <br />SECTION'„ A -A <br />Oat i8.. I Scale:�8= I <br />25'-0 "(y2 Culvert Length) -o -o' �4 at 18" - <br />12 2'CI. -2 C1.. <br />i <br />EL= 174.98 - Bed of. Channel -N "*9 of 9" a�T&B 2'CI. <br />#"8 at 9' #4atl2� #eof 9" tscl. <br />SECTION B-13 <br />— <br />L -= <br />OWNER AND IB LI I <br />SUBDIVIDER OF RECORD <br />OAK PARK CORP. I` p of <br />. 48 TRAPELO ROAD <br />BELMONT MASS. PLAN ® F <br />FOR ENDORSEMENT OF APPROVAL - VINE BROOK <br />SEE SHEET I <br />uR <br />SCALE: AS SHOWN <br />to ' .` <br />s JOSEPH W. MOIRE CO. INC. 324 -GREAT READ <br />F ; ` BEDFORD MASS. <br />FEBRUARY 28, 1968 SHEET 5 OF 5 <br />TR.T. NO. <br />