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NOTES- Design JDK 1. ONE STREET SIGN IS REQUIRED Drawn GGPC MAIN ST AT EACH INTERSECTION. 100 E 2, BLOCK NUMBERS ARE TO BE ACQUIRED Raw Check KLK FROM THE SAN JOAQUIN COUNTY COMMUNITY DEVELOPMENT DEPARTMENT. a> 2' CLR TO ® 3. SEE IMPROVEMENT PLANS FOR EDGE OF 2 LOCATION OF TRAFFIC CONTROL PAVEMENT N DEVICES. I m 4. THE LENGTH OF THE STREET SIGN VARIES DUE TO THE LENGTH OF 4' MIN. 6' MIN. 30't EDGE OF PAVEMENT THE STREET NAME. OR BACK OF DIKE 5. SEE STANDARD DRAWING NO. R-23 0 4'-6" MIN TO EDGE 6' RURAL FOR S GN PROPOSED SIDEWALK SIDEWALK 7' URBAN EDGE OF OF PAVEMENT PAVEMENT 6. STOP SIGNS SHALL BE 30" FOR URBAN AREAS AND FQR INTERNAL SUBDIVISION N J AND FOREURAL STR' R STREETS WHICH 36 FORAREAS U `O ROADWAYS ALSO TO BE PRECEDED BY EXIST GRADE STOP AND STREET I A W17 36" STOP AHEAD SIGN WITH 2" ID GALV NEW OR EXISTING UTILITY POLE SIGN LOCATION 01 APPROI�RIATE PAVEMENT MARKINGS. PIPE 10"FLATTEN 7. ALL SIGNS SHALL BE VISABLE TO TRAFFIC PIPE FROM ALL SIDES. NOTE: REFERENCE IS MADE TO SJC DWG NO R-32, PG&E ENG. STD. DWG. NO. 015132-1-10, p 015132-2-13 AND 015134-1-8. a (n c 8 TYPICAL STOP & STREET SIGN LOCATION4 TYPICAL STOP & STREET SIGN INSTALLATION (1) STREET LIGHT/MAST ARM INSTALLATION � o TYPE SW-42 0 Z STREET SIGNSIGN - STATE OF CALIF. HWY CODE W-53 0 It 00 i A o o a u w E NI D 6 TH 0 GH m I I CLn0) 0) -y 4" SOLID YELLOW CENTERLINE C SIGN-CALIF N S R T SIGNS 0 01 C-4 a a N STRIPE (TYP), PER CALTRANS w HWY CODE W31 0 DETAIL 22, S.P. A20A 1. SIGNS SHALL BE POSTED ON 2" ID GALV o _ (30" x 30") PIPE IN URBAN AREAS AND EITHER PIPE OR a N N Y L 0404tH 8' PAVEMENT DELINEATION SEE 4"X4" POSTS IN RURAL AREAS. O CALTRANS TYPICAL INTERSECTION STD'SrRM( WHITE 2. STOP SIGN SIZES SHALL BE 30" FOR ' Z o 6 � ° STRIPE 0 _ Y 0 X E O URBAN AREAS AND 36" FOR RURAL AREAS. a 0 w ° I � � 0aw NOTES: to 3. SIGN - STATE OF CALIF. HWY. CODE �' SIGN-CALIF HWY 1. BARRICADES TO BE PAINTED WHITE USING 2 SW-43 SHALL BE POSTED AT CURVES O CODE TYPE NR COATS OF "EXTERIOR ALKYD RESIN HI-GLOSS WHEN NEEDED. Z Y Y y eno (24 x 24") ENAMEL" OVER A COMPATIBLE PRIMER. 4. POSTS SHALL BE REDWOOD OR U U I-CO PRESSURE TREATED DOUGLAS FIR. N W rn 4"x4" REDWOOD O Q w cn OR PRESSURE TREATED INSTALL STOP & I DOUGLAS FIR POST I J Z O'er c c �. STREET SIGN `� OR 2" ID GALV PIPE N LJ.I D :� cc O Z LTJ Q J 01 YV) z ISHOULDER TYPE wew (POST AT SIDE OF ROAD) O c IEDGE OF PAVEMENT �d N z z —L6 TERMINATED STREET BARRICADE 2 NOT A THROUGH STREET SIGN INSTALL PAVEMENT 4" SOLID WHITE MARKERS PER CALTRANS EDGE LINE, DTL DETAIL 2 AND 27B S.P. A20B too SIGN - STATE OF CALIF. HWY N � DETAIL 22, S.P. A20A I 2" (TMP) N CODE SW-42 (36"X36") W I CALTRANS DETAIL 2 11 1 1 1 0 CENTERLINE STRIPE, S >- N S.P. A20A (TYP) tO MAIN 100E SIGN Z ~ I I N41. SIGNS SHALL BE POSTED ON 2" ID GALV (W O W 1/2 R (TYP) N M \ PIPE IN URBAN AREAS AND EITHER PIPE OR ,O 4"X4" POSTS IN RURAL AREAS. O 4,J W I ' I 2. STOP SIGN SIZES SHALL BE 30" FOR z > T o URBAN AREAS AND 36" FOR RURAL AREAS. + 12 TYPICAL PAVEMENT MARKINGS (ALL INTERSECTIONS) 7 TYPICAL STREET SIGN LO 3. SIGN - STATE OF CALIF. HwY. CODE UJ v 0 SW-43 SHALL BE POSTED AT CURVES W Z a, WHEN NEEDED. 4. POSTS SHALL BE REDWOOD OR PRESSURE TREATED DOUGLAS FIR. N O N U Q � RAW RAW (POST ACROSS FROM INTERSECTION) Q W I Ia 25 25' 3 T—SECTION SIGN N 9' 4' 12' 12' 4' g' Date JUNE 2002 Scale I I I _ 2%-- — 29__ 8% _ I NO SCALE 87o EXIST GRADE Original Drawing Scale 0 1,�" 1 " SLOPE VARIES ' , I EXIST GRADE SLOPE VARIES 0.25' AC OVER TI = 5.0 SCARIFY & RECOMPACT 2.1 MAX LJ_LJ_LJ_LJ� 2:1 MAX APPLY PRIME COAT 0.63' AB ® 95% R = 30 SUBGRADE 6" TO 95% RELATIVE COMPACTION GE = 1.12' RELATIVE COMPACTION Sheet Number 0.5' A.B. 0.5 A.B. 1, 7 Of 7 ��, Project File No. 13 TYPICAL SECTION — CHAPMAN WAY, NORTON AVENUE & RUFUS AVENUE - 1186-0136 � 512 i