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D <br />0 <br />R <br />STORM DRAIN EASEMENT <br />(VARIES 15' TO 30') <br />SEE SHEET 3 <br />VARIES 1' TO 2.5' <br />1" WATER SERVICE <br />1" WATER METER <br />LIP OF <br />TOP OF CURB <br />FLOWLINE <br />OF GUTTER <br />EXPANSION <br />JOINT <br />SIDEWALK <br />s.iAUM <br />r.SM VI I <br />sAIIAAAA, <br />PLAN <br />9" <br />2" MIN. <br />1/2" DIA. BOLT --- <br />BOSS TO HOLD <br />SIDE SLOPE 5:1 GRATE 1N PLACE <br />24" DIA. CONCRETE PIPE <br />SIDE SLOPE 5:1 MIN. (SEE NOTE NO. 5) 12" DIA' <br />_ MIN. <br />— — I7 1 I� 1=1 I'- 1 — h "1=" S= <br />12 .01 MIN. <br />" <br />a1T1, —11 =ITI=1111111 VARIES 6" TO 18" <br />COLLECTOR SWALE <br />0 <br />DETAIL: EARTH SWALE A <br />NOT TO SCALE p <br />- 1" <br />WATER <br />SERVICE <br />1. <br />R/W <br />1" <br />WATER <br />METER <br />M IN ST <br />2. <br />C, <br />I <br />METER <br />EXPANSION a <br />THE SAN JOAQUIN COUNTY COMMUNITY <br />JOINT <br />CATCHBASIN ASSEMBLY TO BE SET <br />1" BELOW FLOW LINE OF GUTTER. <br />1/2" DIA. BOLT --- <br />BOSS TO HOLD <br />SIDE SLOPE 5:1 GRATE 1N PLACE <br />24" DIA. CONCRETE PIPE <br />SIDE SLOPE 5:1 MIN. (SEE NOTE NO. 5) 12" DIA' <br />_ MIN. <br />— — I7 1 I� 1=1 I'- 1 — h "1=" S= <br />12 .01 MIN. <br />" <br />a1T1, —11 =ITI=1111111 VARIES 6" TO 18" <br />COLLECTOR SWALE <br />0 <br />DETAIL: EARTH SWALE A <br />NOT TO SCALE p <br />- 1" <br />WATER <br />SERVICE <br />1. <br />R/W <br />1" <br />WATER <br />METER <br />M IN ST <br />2. <br />2" G.V <br />N <br />8" W_ <br />FIC <br />io <br />2" <br />I <br />1. <br />FIC I" WATER N <br />R/W 1" WATER <br />2" GATE VALVE <br />WITH VALVE BOX 3 <br />1" 0 TO WATER METER <br />2"'x2"x2" TEE <br />1" 0 TO WATER METER <br />XI" REDUCER <br />NOTE: PROVIDE A LOCKABLE SHUT-OFF TO EACH METER. <br />DUAL WATER SERVICE <br />NOT TO SCALE <br />P, <br />0 <br />Jr <br />NOTES: SECTION <br />1. ALL EXPOSED STEEL SHALL BE DIPPED WITH 2 COATS <br />OF COAL TAR PITCH HEATED TO A MINIMUM OF <br />180' OR GALVANIZED. <br />2. GRATE, FRAME AND SIDE INLET SHALL CONFORM TO <br />SOUTH BAY FOUNDRY A-645 FRAME WITH EITHER A-390 <br />RIOTED OR A -390-M FABRICATED STEEL GRATE. <br />J. GRATE SHALL BE CHAINED TO FRAME. <br />4. GRATE SHALL BE DEPRESSED 1" BELOW GUTTER <br />PROFILE GRADE. <br />5. 24" PIPE BARREL SHALL BE CLASS 11 R.C.P., OR <br />CLASS 2 OR 3 NON -REINFORCED CONCRETE PIPE. <br />TYPE 1 <br />CURB INLET CATCHBASIN <br />NOT TO SCALE <br />GRATE <br />25 112- <br />2" <br />G. <br />1. <br />CODE SW -42 (30"x30") <br />CODE SW -57 (24"x48") <br />n <br />8' W <br />M IN ST <br />2. <br />1"WATER <br />METER <br />SIGNS: <br />THE SAN JOAQUIN COUNTY COMMUNITY <br />1/2 <br />5/8 <br />�E <br />5' <br />1" WATER <br />SERVICE <br />1. SIGNS SHALL BE POSTED ON 2" I.D. GALV. <br />3 15/15 <br />PER e(TYP.) <br />7 <br />TYPICAL STREET SIGN <br />I <br />I <br />THE LENGTH OF THE STREET SIGN VARIES <br />PIPE IN URBAN AREAS AND EITHER PIPE OR <br />o <br />0 <br />Jr <br />NOTES: SECTION <br />1. ALL EXPOSED STEEL SHALL BE DIPPED WITH 2 COATS <br />OF COAL TAR PITCH HEATED TO A MINIMUM OF <br />180' OR GALVANIZED. <br />2. GRATE, FRAME AND SIDE INLET SHALL CONFORM TO <br />SOUTH BAY FOUNDRY A-645 FRAME WITH EITHER A-390 <br />RIOTED OR A -390-M FABRICATED STEEL GRATE. <br />J. GRATE SHALL BE CHAINED TO FRAME. <br />4. GRATE SHALL BE DEPRESSED 1" BELOW GUTTER <br />PROFILE GRADE. <br />5. 24" PIPE BARREL SHALL BE CLASS 11 R.C.P., OR <br />CLASS 2 OR 3 NON -REINFORCED CONCRETE PIPE. <br />TYPE 1 <br />CURB INLET CATCHBASIN <br />NOT TO SCALE <br />GRATE <br />25 112- <br />T <br />T INTERSECTION SIGN <br />(POST ACROSS FROM INTERSECTION) <br />.11 -7T <br />1-1I IIjj11IIr � <br />N <br />LANE REDUCTION SIGNING <br />fSIGN - STATE OF CALIF. <br />- <br />Boss HWY CODE W53 (24"x24") <br />33" Z OR AS REQUIRED BY THE 1. CENTER THE LANE REDUCTION SIGN <br />PUBLIC WORKS DEPT. <br />BEHIND TYPE "A" BARRICADE <br />� (BARRICADE TO BE PLACED ON A <br />SKEW WITH TYPE N -Y SIGNS <br />4"x4" REDWOOD OR ATTACHED). <br />r\ i0 PRESSURE TREATED DOUGLAS <br />FIR POST (TYP.) OR 2" I.D. 2, PLACE CLASS 1 FLEXIBLE POST <br />PLAN OF FRAME GALV. AS REQUIRED. DELINEATORS (CAL TRANS A73C) AT <br />A 10 : 1 TAPER PRECEDING THE <br />TYPE "A" BARRICADE (MINIMUM OF <br />111=11 11=111 5 DELINEATORS). <br />FLATTEN PIPE 3. PAVEMENT LANE REDUCTION ARROWS. <br />N N (TYP) <br />.- 4. W 11, TRANSITION SIGN. <br />TYPICAL SIGN <br />B TRAFFIC SIGNS E <br />8 NOT TO SCALE D <br />SIGN - STATE OF CALIF. HWY. <br />SIGN - STATE OF CALIF. HWY. <br />1. <br />CODE SW -42 (30"x30") <br />CODE SW -57 (24"x48") <br />n <br />EACH INTERSECTION. <br />M IN ST <br />2. <br />N <br />1 00 EJ�K <br />SIGNS: <br />THE SAN JOAQUIN COUNTY COMMUNITY <br />1/2 <br />5/8 <br />DEVELOPEMENT DEPARTMENT. <br />R (TYP.) .� <br />3. <br />SEE IMPROVEMENT PLANS FOR LOCATION <br />1. SIGNS SHALL BE POSTED ON 2" I.D. GALV. <br />3 15/15 <br />OF TRAFFIC CONTROL DEVICES. <br />TYPICAL STREET SIGN <br />4. <br />THE LENGTH OF THE STREET SIGN VARIES <br />PIPE IN URBAN AREAS AND EITHER PIPE OR <br />o <br />DUE TO THE LENGTH OF THE STREET NAME. <br />5 5/8 <br />4"x4" POSTS IN RURAL AREAS. <br />SEE STANDARD DRAWING NO. R-23 FOR <br />SPECIAL <br />48 <br />PROPOSED SIDEWALK SIGN LOCATIONS. <br />1 1/4 <br />6. <br />�i <br />12 1/2 <br />2. STOP SIGN SIZES SHALL BE 30" FOR <br />AND FOR INTERNAL SUBDIVISION STREETS, 36" <br />6 <br />w <br />1Z-1 <br />FOR RURAL AREAS AND FOR STREETS WHICH <br />URBAN AREAS AND 36" FOR RURAL AREAS. <br />z <br />INTERSECT COUNTY ROADWAYS, ALSO TO BE <br />100 E <br />PRECEDED BY A W17, 36" STOP AHEAD SIGN <br />O <br />WITH APPROPRIATE PAVEMENT MARKINGS. <br />3. SIGN - STATE OF CALF. HWY. CODE <br />�a <br />SW -43 SHALL BE POSTED AT CURVES <br />WHEN NEEDED. <br />E4 <br />SIGN - STATE OF CALIF. <br />1111=11 <br />_ <br />HWY. CODE "TYPE N -Y <br />c <br />10 =� <br />FIF-1-11 <br />24"x24" (REFLECTIVE-" <br />O <br />YELLOW BACKGROUND) <br />;4- <br />T <br />T INTERSECTION SIGN <br />(POST ACROSS FROM INTERSECTION) <br />.11 -7T <br />1-1I IIjj11IIr � <br />N <br />LANE REDUCTION SIGNING <br />fSIGN - STATE OF CALIF. <br />- <br />Boss HWY CODE W53 (24"x24") <br />33" Z OR AS REQUIRED BY THE 1. CENTER THE LANE REDUCTION SIGN <br />PUBLIC WORKS DEPT. <br />BEHIND TYPE "A" BARRICADE <br />� (BARRICADE TO BE PLACED ON A <br />SKEW WITH TYPE N -Y SIGNS <br />4"x4" REDWOOD OR ATTACHED). <br />r\ i0 PRESSURE TREATED DOUGLAS <br />FIR POST (TYP.) OR 2" I.D. 2, PLACE CLASS 1 FLEXIBLE POST <br />PLAN OF FRAME GALV. AS REQUIRED. DELINEATORS (CAL TRANS A73C) AT <br />A 10 : 1 TAPER PRECEDING THE <br />TYPE "A" BARRICADE (MINIMUM OF <br />111=11 11=111 5 DELINEATORS). <br />FLATTEN PIPE 3. PAVEMENT LANE REDUCTION ARROWS. <br />N N (TYP) <br />.- 4. W 11, TRANSITION SIGN. <br />TYPICAL SIGN <br />B TRAFFIC SIGNS E <br />8 NOT TO SCALE D <br />2' CLEAR `- O <br />EDGE OF <br />PAVEMENT <br />v 6' RURAL <br />7' URBAN <br />EDGE OF PAVEMENT <br />fiel"' T <br />�� N <br />2" I.D. GALV. PIPE <br />NOTES: <br />`N h <br />2" (TYP.) <br />1. <br />ONE STREET SIGN IS REQUIRED AT <br />OR BACK OF DIKE <br />D <br />EACH INTERSECTION. <br />M IN ST <br />2. <br />BLOCK NUMBERS ARE TO BE ACQUIRED FROM <br />1 00 EJ�K <br />MINIMUM <br />THE SAN JOAQUIN COUNTY COMMUNITY <br />1/2 <br />5/8 <br />DEVELOPEMENT DEPARTMENT. <br />R (TYP.) .� <br />3. <br />SEE IMPROVEMENT PLANS FOR LOCATION <br />1/2 <br />3 15/15 <br />OF TRAFFIC CONTROL DEVICES. <br />TYPICAL STREET SIGN <br />4. <br />THE LENGTH OF THE STREET SIGN VARIES <br />34 3/4 <br />8 <br />DUE TO THE LENGTH OF THE STREET NAME. <br />5 5/8 <br />5. <br />SEE STANDARD DRAWING NO. R-23 FOR <br />SPECIAL <br />48 <br />PROPOSED SIDEWALK SIGN LOCATIONS. <br />1 1/4 <br />6. <br />STOP SIGNS SHALL BE 30" FOR URBAN AREAS <br />12 1/2 <br />7 1/2 <br />AND FOR INTERNAL SUBDIVISION STREETS, 36" <br />6 1/4 <br />1Z-1 <br />FOR RURAL AREAS AND FOR STREETS WHICH <br />ST <br />MAIN <br />z <br />INTERSECT COUNTY ROADWAYS, ALSO TO BE <br />100 E <br />PRECEDED BY A W17, 36" STOP AHEAD SIGN <br />O <br />WITH APPROPRIATE PAVEMENT MARKINGS. <br />2' CLEAR `- O <br />EDGE OF <br />PAVEMENT <br />v 6' RURAL <br />7' URBAN <br />EDGE OF PAVEMENT <br />fiel"' T <br />�� N <br />2" I.D. GALV. PIPE <br />1 2' CLEAR <br />STOP AND STREET SIGN <br />LOCATION DETAIL <br />10" FLATTEN PIPE <br />s IN URBAN LOCATIONS <br />TYPICAL STOP AND STREET 3'-6" OR MORE TO FACE OF POST <br />SIGN INSTALLATION IN RURAL LOCATIONS <br />4'-6" OR MORE TO FACE OF POST <br />ARROW DETAIL n <br />DIMENSIONS (INCHES) <br />EDGE OF PAVEMENT <br />B <br />OR BACK OF DIKE <br />D <br />STOP AND STREET <br />F <br />SIGN LOCATION <br />H <br />J <br />1 2' CLEAR <br />STOP AND STREET SIGN <br />LOCATION DETAIL <br />10" FLATTEN PIPE <br />s IN URBAN LOCATIONS <br />TYPICAL STOP AND STREET 3'-6" OR MORE TO FACE OF POST <br />SIGN INSTALLATION IN RURAL LOCATIONS <br />4'-6" OR MORE TO FACE OF POST <br />ARROW DETAIL n <br />COLORS <br />BORDER & ARROW - BLACK <br />BACKGROUND - YELLOW (REFL) <br />STANDARD STREET SIGN DETAILS D SW -42 SIGN F <br />NOT TO SCALE p NOT TO SCALE p <br />v v pftOFESS/pNR <br />{ .1 SIEGFRIED ENGINEERING, Inc. 9,729 <br />Civil Engineering ■ Land Surveying ■ Structural Engineering ■ <br />Planning Ke5E*: * E ARES 12/0, <br />- 9 9 Y 9 9 9 9 <br />01 V <br />4045 Coronado Ave. ■ Stockton, CA 95204-2396 ■ 209 943-2021 ■ FAX 209 942-0214 sTqIle <br />of CA'P <br />3 v¢ l <br />DIMENSIONS (INCHES) <br />A <br />B <br />C <br />D <br />E <br />F <br />G <br />H <br />J <br />MINIMUM <br />30 <br />1/2 <br />5/8 <br />29 <br />6 11/16 <br />7 13116 <br />4 11/16 <br />1/2 <br />3 15/15 <br />STANDARD <br />36 <br />5/8 <br />7/8 <br />34 3/4 <br />8 <br />9 3/8 <br />5 5/8 <br />5/8 <br />4 3/4 <br />SPECIAL <br />48 <br />3/4 <br />1 1/4 <br />45 <br />10 <br />12 1/2 <br />7 1/2 <br />7/8 <br />6 1/4 <br />COLORS <br />BORDER & ARROW - BLACK <br />BACKGROUND - YELLOW (REFL) <br />STANDARD STREET SIGN DETAILS D SW -42 SIGN F <br />NOT TO SCALE p NOT TO SCALE p <br />v v pftOFESS/pNR <br />{ .1 SIEGFRIED ENGINEERING, Inc. 9,729 <br />Civil Engineering ■ Land Surveying ■ Structural Engineering ■ <br />Planning Ke5E*: * E ARES 12/0, <br />- 9 9 Y 9 9 9 9 <br />01 V <br />4045 Coronado Ave. ■ Stockton, CA 95204-2396 ■ 209 943-2021 ■ FAX 209 942-0214 sTqIle <br />of CA'P <br />3 v¢ l <br />CD <br />ko <br />O <br />U <br />�z <br />Q <br />�z <br />W <br />e <br />W <br />w0 <br />E4 <br />z <br />a <br />Z <br />N <br />J_ <br />�0 <br />44 <br />Z <br />U <br />� <br />o <br />Z <br />W <br />Q <br />1Z-1 <br />C\2 <br />CD <br />ko <br />O <br />U <br />�z <br />�z <br />W <br />E4 <br />a <br />00 <br />44 <br />W <br />rn W <br />Co E-4 <br />1Z-1 <br />C\2 <br />z <br />C <br />O <br />�a <br />E4 <br />c <br />O <br />