Laserfiche WebLink
cJ 28'1 A.C. Trans. 0.12' A.C. Overlay <br /> Place 48 L.F. 12" Dia. <br /> ■ R.C.P. (CLass V) Sto. 11 +45 (31' Ll.) <br /> 15' Place 18' S.D.I. R & D Exist. Bumper Blocks. Sy' <br /> Sto. 11+00 (19' Lt.) Grate Elev. = 99.88 Place new Bumper Blocks A11111111111111111l Z v� <br /> R & D Exist S.D.I Pipe F.L. (S) = 97.13 at original positions after y}* <br /> I Place 18" S.D.I. n J J Resurfacing (9 Locations) e" <br /> I Reuse exist. Frame & Grate + o + o i� W I <br /> 00 00 Payment for Reuse shall be paid 1p `D 4 W <br /> Conform <br /> o for as Adjust Frame & Grate � v <br /> Grate Elev. = 100.24 v rS> `� r v Construction �� Place A.C. (Misc. Areas) <br /> W I Pipe F.L. (N) — 97.00 ? �` S n r (/) (A.C. depth var.) <br /> I <br /> Pipe F.L. Remove Chinese L 0 J ' �� L ___,_�____ J mo RAFTERS wo + — x L ENGINE J <br /> T Do <br /> Elm Cluster X 3 r }� + c 3 0 li 1 NG SPECIALTIES I apo os <br /> F— T o rnT r T n a >, 10 + + m BUILDI x-- -x- --x ■ 0.10' T —x---x <br /> p c O ._ XI <br /> HP <br /> Sto. 10+95 x mo r )r wo x+ y a <br /> O Ex�et, s�dewolk ( Yp ) sidewalk 1 x <br /> R 1 Conform 1)` Zioo.o06 � 'ir) r�) ) � � rii ay Exist coverers roan <br /> > > r r�} �,i >r ' i Z `>> i2+ss >>> ,> > a+oo 13+so 0.00' T �1 <br /> ) Z ' trot. EI 100.00 +1 4 + <br /> r > > 10 36 II <br /> )))}}((33 yy yy , <br /> 1>>) '. S {1) > +{ jj�� 7> 21' 21' <br /> ) j j S -H <br /> T>>) L —x-- -x- --x---x- --x O <br /> 1 +I > > $ >))S} �` SS}y j )� )5 X22)> ' <br /> +I "' S�Z )j >) SJ52r> z �SS)> N pQ.� > ) S >)� > > 5� >S> S > `ViS ) to+oo Ot0os4 rn <br /> 7 S>> )�> t > 2 �� r » �r z> > <br /> + IM5 24 u. <br /> B R U E LLA - - —°-.._. __ _ — o - - -D- - - = °— °- - - - - - -B- FAQ°- - - - - - - - - - o / °- - <br /> in � p0 ._.. - -. ...... ..._°- - - - - - - - ...... __ — —. ...._ _... —. — E.T.W. E.T.W. � E <br /> 10 11 12 1 E.T.W. 13 14 �° 15 E.T.W. ° <br /> N 17+17 11+67 N 12+06 N N <br /> Q 1 1�B1. © 1�Rt. 10 R1 A �o C100451 / / Oi00801 ( C <br /> ° 12+63 13+OB tJ+50 14+18 r t6+15 t6+J2 f 15+87 J <br /> p 7 100.03 700.25 100.38 100.66 101.D 101.39 * 101.50 <br /> In <br /> (TYp.) ^ / 0 <br /> (TYPO Grote EI. Crate EI. T _X—F— _X—_x __�idewolkx__x__x_ ' I <br /> \ 1 a 99.87 99.93 H - - - - - - - - - - - - - - - - - - - - _ - - <br /> I Conform W x x W <br /> 1 R ■ W 1 EASTSIDE MEAT W x--x---x----x---x---x---x---x-- -x---x- --x- - x <br /> 1 ( Exist. Fence ,L 0_ I <br /> to remain (Typ.) I <br /> Exist. Utility Pole I in <br /> t ao in Sta. 12+55 (22' Rt.) to remain (Typ.) o Exist. Sidewalk <br /> BEGINNING OF PROJECT _ R & ° Exist. S.D.I. o X " . _ <br /> o r' I Sta. 13+22 22' Rt. o o a <br /> (n Place 18" S.D.I. ( ) <br /> II 6 m t` af Reuse exist. Frame & Grate Place 18" S.D.I. O L v o 1n <br /> 13'3 E .6 L� Payment for Reuse shall be paid Grate Elev. = 100.16 O II = y c <br /> 1 0 for as Adjust Frame & Grate Pipe F.L. (S) = 96.26 W ` 3S + <br /> LL ' W `o V Grate Elev. — 99.85 In w � mo <br /> Pipe F.L. ((N) — 96.16 Place 67 L.F. 12" Dia. w <br /> H Z Pipe F.L. (SW) match exist. N o a <br /> m 0 R.C.P. (CLass V) 0 z j <br /> Q ' San Joaquin r— w <br /> DMI m o m <br /> — Caltrans County s<. <br /> yr4 <br /> 0.25' A.C. <br /> 0.12' A.C. Overlay 50' A.C. Trans. Overlay <br /> 0 <br /> 0 0 <br /> E _ Construction E <br /> � d <br /> * sem <br /> 3 v + X13 X13 3 3 3 + <br /> ol. 0131 m" ,>! 1 0I. ol_ of +iro +iN v 1, �1_ u I_ mw ,8 01_ <br /> ++ � 1 + ol 0 I + � I ON I + + I + N I 0+ u I 00 0 <br /> r (C) + + <br /> O I <br /> B R U E LLA <br /> � I ..._. _. ..... ..... <br /> — _ _ . _ _ _ _ . — <br /> E_ — _ LW-s- — — — — — — — — — — — —D— _ . . _ . — — . . — — — — — — _ - — — — — — — — — — — — — — <br /> I <br /> 0 I <br /> 0 o X I N <br /> 16 N 17 I \18 Place A.C. (Misc. Areas) 1 19 N ET.W. 1 00 20 21 1 22 <br /> a I / (A.C. depth vor.) 00 <br /> C<r <t <br /> .JC 26+24rC'!i< �$ZttC< 10112 I26+9R6 <br /> r 10129 100.89L110720'+.J6RO9 <br /> 2 Rl <br /> C1ra0t0e.40E <br /> - " <br /> - - - - <br /> ��• <br /> SS � C f <br /> ln SL7 _ I L - <br /> l�S <br /> l w,J 61 -4- <br /> > <br /> J1 �--► 1 �•-► �� 10 <br /> _ _ tCnform <br /> o `-' `-' - X13 b Exist. A.C. Fronto a Walkwa Exist. Sidewalk it I °D +I v E °' c <br /> �] rn Y Dc <br /> N I o c n o ° Exist. Part Circle v E v Y £ Y <br /> 3 a I o 2 + a Y y <br /> 0 0 p o s c v Culverts to remain -L 00 0 <br /> a <br /> t0 m r T I II 2 N ~ d O hoa ho N a1 N c" <br /> + w o = I i 2 o `'i m 3f + wI + w + Mac + m Const. <br /> LEGEND I M LZ <br /> Mw 16 4 — 11 <br /> ® Variable Depth Asphalt Concrete Overlay. I a\ 15' <br /> z d <br /> 0 o m E <br /> 0 <br /> 0.00' Depth of Asphalt Concrete Pavement Planing. of / 1 of Remove Exist. A.C. Dike I w c <br /> + C + Place A.C. Dike (Type Indicated) ® Adjust Exist. Water Valves to Grade Replace Exist. Dike with <br /> ■ Limits of Asphalt Concrete Pavement Planing. <br /> Refer to RSP A87 for Details New A.C. Dike Type C <br /> O Adjust Exist. Water Meters to Grade I A.C. Overlay <br /> R Conform to Existing Radii. --- Exist. Drainage Flow Line <br /> © Exist. Gas Valves to be adjusted by others I VO—r. Var. <br /> ® Driveways (Type D) -- —o— — Exist. Storm Drain I __ ------- <br /> Proposed Surface Drainage Direction I o <br /> Driveways (Type E) 00 Adjust Exist. Storm Drain SECTION 1 — � <br /> Station <br /> Maintenance Hole to Grade Elevotfon Proposed Swale Grade <br /> Driveweys (Type F) Offset Sta. 16+88 to Sta. 20+88 (Lt.) <br /> Payment of Driveways (Type F) includes R & D ® Adjust Exist. S.D.I. to Grade Sta. 18+22 to Sta. 23+ 15 (Rt.) <br /> exist. A.C., excavation and subgrade preparation NO SCALE <br /> DRAWN BY DATE PROJECT ENGINEER DATE _ CHECKFn DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> Q' � ��� y / Cl_kTY OF AN' 1 "��;QJIN SCALE: 1 "=20' PLAN BRUELLA ROAD RESURFACING No. sHEETs <br /> "9 (State Highway ROL'te 12 to Peltier Road) 3 s <br /> FILE NAME DR WER I SHEET ACAD REVISIONS DATE <br /> sheet—name.dwgAVAcodtempAprojects\bruello\bruello—bg plans <br />