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'ON 133HS I N3MV10 urb Ramp Sidewalk Roll Curb & Gutter Reflective Sheeting Sign See RSP A88A Score Mark if Reflective Sheeting Sign - State of California Highway State of California Highway ( ) ( ) for details 4'-6" Monolithic Pour 1'-0' 2'-0" 2" Code W53 24 x 24 Code W-57 24 x48 p Broom Finish Surface r, q y Sin - State of to 11-1/2-0-1/2' Key v' THROUGH or as (re required b SiSJ Co Sign Sheeting Unless Poured " t STREET Public Works Dept California Highway „ G tV 12 int rr MOD A5 8 Monolithic m Dia or Code SW -42 Standard Frame and ( ) i~� Square Cover Assembly 'o (30"x30'7.1 30"x30'7 3 t� (Refer to SJCO Std C4 v o i of 6" 6" Dwg No. CW -M1) 1) �1 - _ _ _ ___� y O ! •-SIGN SUPP 6 AC Overlay SYSTEM in 2' `'' t 6" 12 �^ , . 2" x 2" Square Perforated a Reflective Sheeting Trans T W_ -_ o a Steel Tubing w/ a " ( yP 12" 6" , ° Penetrator Anchor Sign - State of 5/8 x 24' long steel dowels, 4" (Min) Class 2 Aggregate Base Typ !0 1 CaliforniapHighw greased and wrapped one side Compacted to a minimum relative - - Existing ir) Code T e N -Y o through all Expansion Joint compaction of 90% 6" PCC Roadway (24'x247 and Cold Joints 3" o V20'ROLL CURB" GUTTER AND SIDEWALK?.6' 2' Undisturbed Survey Monument a Roll Curb basement soil 3/4"d x 30" iron pin I I r and Gutter Vertical Curb and Gutter with 2' Transition Vertical Curb with identification marks iN iv iv Sidewalk core Mark if (ro be installed by others) Vor Monolithic Pour BULB OUT WITH CURB RAMP Broom Finish Surface 6" ? -°" ?" SURVEY MONUMENT DETAIL -,/2"x3-,/2" Key TYPICAL SIGN L INTERSECAONSIGN LANE REDUCTION SIGNING Unless Poured (POST ACROSS FROM INTERSECTION) m , c " 6' Monolithic o `s w `m 1. Center the lane reduction sign behind Type "A" Vor 4.5' 2X_y barricade (barricade to be placed on a skew + SIGNS with Type N -Y signs attached). 3' ■ 1. Signs shall be posted on 2" x 2" square 2. Place Class 1 flexible past delineators Cal Trans A73C at a 10 ; 1 taper perforated steel tubing with penetrator anchor. () P Place Truncated Domes I6" 12 w�^� • `D receding the Type A barricade at Curb Romp per I (Typ) - Y _ 2. Sign - State of Calif Hwy Code (SW -43) {pminimum of 5 delineators). RSP A88A (Typ) u?`j shall be posted at curves when needed. ---- 27i J-' 3. Pavement lane reduction arrows. 5/8" x 24" long steel dowels, 12" 6" greased and wrapped one side L 4" (Min) Class 2 Aggregate Base(Typ) 4. W11, transition sign. through all Expansion Joint Compacted to a minimum relative W and Cold Joints compaction of 90% SECTION A—A W WWW w TYPICAL SECTION OF VERTICAL CURB, GUTTER. ,9" 48" Min' W moo* W W y f ,� ,,, • AND SIDEWALK AT BULB 0� AC (Mist Areas) 'i'. +ii W Fiber rolls Fiber roll w W W / ►;'i'i' tk� W y 0 �' W �'/��, (Install fiber roll along 8" min W W W W W o level contour) 6" 6" Exist Grade , /, �, �, � i W � y � W W y W Slope —Exist Grade 2"x2" Square Perforated W W x ff U111. rill, - - - - -_ - - - _ Steel Tubing it,. W w w w `r o .L11- W .L W W J- 1� •Y r, 'l Fkl Compact Select Native in 8" Compact Select Native in 8" o - maximum layers to a minimum - _ - - maximum layers to a minimum - - - - - relative compaction of 90% - - - _ - _ - relative compaction of 90% i Vertical spacing measured along the face of the slope + Y Y Y 3/4' Sq Wood Stakes varies between 8' and 20' 4.0' spacing (max) Structure Backfill: Structure Backfill: .: Y Compact in 6" layers Compact in 6" layers SECTION B—B Y to a minimum relative to a minimum relative ` compaction of 9O% \ compaction of 90% Install a fiber roll near slope where it ENTRENCHMENT DETAIL 10" Min OD 10" Min 10' Min Op 10" Min steepertransitins slope n a Sta 42+45 to Sta 48+50 (L#) OD + 20" Min 00 + 20" Min 2' 1' 4.5' 1' TYPICAL FIBER ROLL Sta t45+3200 to Sta Levee Access0+50 ( Road TRENCH DETAIL ��VCH DETAIL INSTALLATION UNDER DRIVEWAY Stu 42+45 to Stu 48+s0 (Lt) I,.IDER NATIVE MATERIAL 3 Stu 43+00 to Sta 50+50 (Rt) Min• Stn 45+32 (Rt) Levee Access Road Gutter Lip 0.30' AC over shaped 1 oe I W and compacted native onform O EP 4' O Stu 45+32 (Rt) W I D 13' O Sto 49+10 (Lt) o a ( Z all Curb and Gutter _ _ _ _ EP 8" �, y I m , W See Details this Sheet --- - i W J 3 �- a tip" *1:1 1.1* Face of y , Conform Curb M411_BgX i 41+90 41+07 I 42+20 MAI _SUPPORT SYSTEM 50' u { LU _ 46 long Spread Bar �IC/0 � gyp" I (2"x8" Redwood Panel) + M41LBOX Mounted on 2"x2" Square j 15' 0 Sta 45+32 (Rt) Perforated Steel Tubin 8' 0•f 0 Stn 49+10 (Lt ("Telespor' 12 Gauge MIILBQX I 1 42+19 • 15 3/16" with 2 1/4 Penetrator Vertical 41+89 0 Anchor (Anchormate) Curb 29_ -- z' DRIVEWAYS (T- — -_ JB� Mq�ILe�X B 41+07 * Match Exist Radius O Sta 49+10 (Lt) Expansion joint per SJCO Std Dwg o 41+50 42+25 -r` 42+41 " 42+58 :. 2" No. CW -C3 6' cV o +82 CLa�91f 1e 41+75 uorUt 1 71 L 418+31 ua u onform O rr g 0 Flet Lip Lip-.i0,58� Back of Walk 0 EX* � 41+89 41+92 42+07 42+19 - 42+32 42+44 42+59 AVENUE CARDINAL; aao.58 CL -30.61 CL- 10 cL 30, C4-30.95 CL�J, a -J, A Vertical Curb and Gutter 13ow_--------- See Details this Sheet 41+50 41+75 41+ 41+98 �) 4.5' cwr«m CL 3o 37 SDI Grote c4 . 4" PCC over 1 a .4 a -3o, 42+07 42+19. 42+32 42+44 i 42+58 4" Class 2 41+50 5 41+92 18 18' At 1a' 18' 18' Conform Aggregate Base 20' Rt 20' 20' Rt), 1 62 /30.76 30.98 1.0 conform conform tarn 11r ! { I n I - 0 EDW lq 0 Eek up 0 Lip — —r -r Expansion joint per 7.5' -. 42+07 42+19 42+32 42+44 42+58 SJCO Std Dwg 10' Curb, Gutter and Sidewalk — (20' 7 20' 2 2- � f 8 No. CW --C3 CURB TR,A,N$ITION AT DRIVEWAYS (TYPE F) MULTIPLE MAILBOX RELOCATION DETAIL Wim up -x up. 17a, P9 up.&% TYPE I CURB UNLET CATCH BASIN LOCATIONS Sta 42+07 (Rt) & Sta 42+47 (Rt) Sta 42+57 (Rt) INTERSECTION DETAILS DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS CARDINAL AVENUE REALIGNMENT NO, SHEETS 1Ol10lrA/,'yr,n 11�n/in (Weber Avenue to 500 Feet North of Stockton Terminal and Eastern Railroad) 14 11 FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE 01 576f E:\Projects\2008\Cordiral Ave Rea lig nment\Plans\Cardinal All dwg