Laserfiche WebLink
83MV80 3WVN 3113 <br /> 21' <br /> Trans. 0.12' A.C. <br /> n <br /> 0 <br /> N <br /> 3 <br /> rt <br /> 0 <br /> <O <br /> 4 C <br /> Z t� <br /> SCALE: 1 :=30' } <br /> z <br /> 0 <br /> y <br /> 5� Const. Survey Crown <br /> ao a . <br /> u <br /> .,. > m _. EP » _ _ _ EP <br /> (Jw Ln <br /> N V• V• <br /> N 10 - - - - 44- - - - - - - - - - - - - - - - � - - - 13 14 15 16 <br /> - - - - - - <br /> ` t t i t i i i i 1- f i i , i t t i R U N + N N W W W <br /> 42' 39 N 6 N vi cn 8'■ i:n 'vi <br /> 1s. j <br /> .0 _ _. R 0.08 <br /> P -7 <br /> Trans. 5 + m cn R 08 <br /> 0.08 f m N ` Place 318 LF x 4.5' Wide Asphalt Concrete Walkway 32' Rt. 'art t25' 0.08 m rt <br /> rt 0 <br /> P Y ( ) m to <br /> CD '° _' _ _ __ _ _ _ __ > > _7 _ S, rt <br /> 'a rt 7 0 C7 a .O. O Z <br /> 7 J �-� 7 <br /> 7 D o J q Station 10+23 (28' Rt.) o �+ o 3 n J m <br /> _ _ _ <br /> — _ _ _ <br /> cDi o 0 + Place 18 Inch Diameter Storm Drain Inlet f w o + <br /> a 0 Station 10+23 (28' Rt.) to Station 10+17 (39' Rt.) a o+o 5Cb <br /> BEGIN PROJECT f J N Place 12 Inch Diameter x 12' long Reinforced Concrete N _ <br /> X w = °D Pipe. The cost for Placing 12 Inch Diameter <br /> N � Reinforced Concrete Pipe is to be included in the � <br /> FF G) rt Place 18 Inch Diameter Storm Drain Item of Work. 0 <br /> c <br /> A Refer to S.J. Co. Std. CW—D14. o <br /> rt <br /> Place 367 LF x 3' Wide Concrete Valle Gutter (Type 1), 28'-29' Rt. <br /> I <br /> n <br /> 0 <br /> 7 <br /> o <br /> :L ,99.63 FL 99.82 <br /> 100 Finish Gutter Grade + 100 <br /> 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . . . . . 00.oFL= 99.57 +035FL= 99.00 FL= 99.17 FL= 99.37 Slope - tO S10 e <br /> + . <br /> a Sloe = +0.20% <br /> o Slope = +0.20X <br /> + <br /> J + +0.20X <br /> N w $lo e, - <br /> 99 99 <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LEGEND <br /> Concrete Valley Gutter Grades 0 0.50' Thick P.C.C. Valley Gutter <br /> Variable Depth Asphalt <br /> Concrete Overlay. <br /> 98 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . . : . . . : . . . . . . . : . . . . . . . : . . . . . . . : . . . : . . 9 8 Aggregate Base Class 2 <br /> halt Concrete <br /> ® (Miscellaneous Areas) <br /> M ' <br /> M 0.0 0 Depth of Asphalt Concrete <br /> Pavement Planing <br /> 0 <br /> Limits of Asphalt Concrete <br /> I <br /> 97 i : 97 Pavement Planing <br /> INV. ELEV.= 97.00 <br /> ' Conform to Existing Radii. <br /> M i Adjust Existing Manhole <br /> M <br /> 96 96 <br /> �) Utility Pole <br /> Ln <br /> 7-7 <br /> STA. 10 11 12 13 14 Direction of Flow <br /> 0 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE n s SHEET TOTAL <br /> COUNTY OF SAN JOAQUIN SCALE: 1 =30 HORZ. PLAN AND PROFILE FRONT STREET IMPROVEMENTS N0. SHEETS <br /> P. i 6-1z'61 ��� T,�,�;e 5��,�as shy/•s � i 6r,n S�Zslol SCALE: 1 =0.50 VERT. (Duncan Road to Ione Street — Linden) 3 6 <br /> ACAD FILE NAME DRAWER SHEET NO. <br />