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6" MIN. -. I 6" _ <br />(TY'P.) I <br />3'�O" <br />O.D./2 <br />10" MIN. <br />BACKFILL WITH MATERIALS EQUAL TO OR <br />BETTER THAN THE EXISTING PAVEMENT <br />AND BASE IN QUALITY. NEW PAVEMENT <br />SHALL BE 1" THICKER THAN EXISTING <br />PAVEMENT, MINIMUM OF 0.25 FEET. <br />NEW BASE SHALL BE 1" THICKER THAN <br />EXISTING BASE, MINIMUM OF 0.5 FEET. <br />O.D. -] <br />+ 20" MIN. <br />RIGID CONDUIT <br />EXISTING <br />COMPACT IN 12" MAX. <br />LAYERS TO A MIN. RELATIVE <br />COMPACTION OF 95% <br />UNDER PAVEMENT AND <br />90% OUTSIDE PAVEMENT <br />COMPACT IN 24" MAX. <br />LAYERS TO A MIN. RELATIVE <br />COMPACTION OF 85% <br />-COMPACT IN 6" LAYERS— <br />TO A MINIMUM RELATIVE <br />COMPACTION OF 90%, <br />10" MIN. 10" MIN. <br />6" MIN. <br />Ir (TYP-) <br />VARIABLE <br />OD+12" <br />O.D. --{ 10" MIN. <br />O.D. <br />�r <br />+ 20" MIN. <br />FLEXIBLE CONDUIT <br />NOTES: <br />1. RELATIVE COMPACTION OF MATERIALS SHALL BE TESTED IN ACCORDANCE WITH THE <br />STATE OF CALIFORNIA, DEPT. OF TRANSPORTATION TESTING MANUALS, TEST <br />METHOD NO. CALIFORNIA 216 OR 231. <br />2. ALL EXISTING PAVEMENT SHALL BE NEATLY CUT TO LINE PRIOR TO TRENCH EXCAVATION. <br />3. JETTING OR PONDING WILL BE PERMITTED WITHIN THE STREET RIGHT OF WAY WITH <br />A 3 YEAR BOND, <br />4. WHEN SHOWN BY SOIL COMPOSITION AND COMPACTABILITY, NINETY PERCENT (90%) <br />COMPACTION MAY BE USED, WHEN APPROVED BY THE DIRECTOR OF PUBLIC WORKS. <br />5. SPECIAL BEDDING REQUIREMENTS MAY BE SHOWN ON THE PLANS OR SPECIFIED IN <br />SPECIAL PROVISIONS. <br />6. SHOULDERS SHALL BE AS SHOWN ON THE PLANS OF SPECIFIED IN THE SPECIAL <br />PROVISIONS BUT IN NO CASE SHALL THE SHOULDER BE LESS THAN THREE FEET WIDE <br />AS MEASURED FROM THE EDGE OF PAVEMENT. <br />TYPICAL TRENCH BACKFILL <br />NOT TO SCALE <br />NOTES: <br />1. ALL STREET LIGHTING AND APPURTANCES SHALL <br />CONFORM TO P.G.&E STANDARDS AND <br />SPECIFICATIONS. <br />2. STREET LIGHT LOCATIONS AT INTERSECTION SHALL BE <br />APPROVED BY SAN JOAQUIN COUNTY DEPARTMENT OF <br />PUBLIC WORKS. <br />3. STREET LIGHTS SHALL BE ENERGIZED PRIOR TO COUNTY <br />ACCEPTANCE OF THE IMPROVEMENTS. ADVANCE <br />_ ARRANGEMENTS SHALL BE MADE WITH P.G. & E TO <br />EITHER INSTALL THE STREET LIGHTS, OR AGREE TO <br />30' ACCEPT THEM FOR OPERATION AND MAINTENANCE <br />UNDER THEIR LS1 RATE SCHDULE AFTER <br />INSTALLATION. CLASS "E". <br />R/W <br />2 <br />4 ` 1.5' 1 10' P.U.E. —-{ <br />MIN. 3 <br />0 <br />U <br />FACE OF <br />CURB <br />LOCAL RESIDENTIAL AND COLLECTOR RESIDENTIAL <br />R/W <br />6' <br />Y <br />3 <br />O <br />2' <br />MIN. <br />LOCAL COMMERCIAL AND INDUSTRIAL <br />Y <br />oA <br />ao <br />wY <br />Q <br />m <br />4' 6' <br />MIN. MIN. <br />RURAL ROADS <br />PINKERTON FRAME & GRATE <br />OR EQUAL A-101 / A-108 <br />COVER FOR JUNCTION BOX <br />6" LAYER WASHED AGGREGATE <br />R/W <br />8.08' - <br />SLOaE- <br />NA77Ve1R9 EA; -C& 0.92' <br />6" TYPE W- AC DIKE (TYP.) <br />CALTRANS STD. RSP A87 <br />SEE DETAIL TYPE "A" <br />14ON <br />PRECAST REINFORCED <br />CONCRETE PIPE, CLASS 111 <br />STORM DRAIN FROM NEARBY <br />CATCHBASIN WHEN APPLICABLE <br />CONCRETE BASE SLOPE BOTTOM WITH CONCRETE <br />CLASS 8 CONCRETE AT END OF LINE CATCHBASIN <br />/ <br />1. FRAME AND GRATE SHALL BE MANUFACTURED OF CAST IRON CONFORMING TO ASTM A-48-30. <br />2. FRAME AND GRATE SHALL BE HS20-44 RATED. <br />3. GRATE SHALL BE CHAINED TO FRAME WITH 18" OF 1/4" HEAT-TREATED CHAIN. <br />4. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND GRATE. <br />5. 1/4" x 6" U BOLT CAST INTO GRATE AND FRAME. <br />CATCHBASIN / JUNCTION BOX <br />NOT TO SCALE <br />q OF STREEF <br />I <br />50' <br />25' 25' <br />-F.O.C. F.O.C.- <br />16' 16' <br />I <br />RENEE AVENUE <br />STREET CROSS SECTION E <br />NOT TO SCALE 6 <br />Rny NOTE: THE STRUCTURAL SECTION SHALL BE DETERMINED BY THE ROADWAY DESIGN <br />STANDARDS AND STANDARD DRAWING NO. R-27. <br />• AGGREGATE BASE SHOULDER MAY BE ELIMINATED WHERE <br />NATIVE SOIL "R" VALUE IS GREATER THAN 30. <br />PAVEMENT <br />SECTION <br />TABLE <br />W <br />LOCATION T.I. <br />R -VALUE <br />A.C. <br />A.B. <br />RENEE AVENUE 4 <br />5 <br />2.5" <br />8" <br />SHARON COURT 3.5 <br />5 <br />2.5" <br />6" <br />G <br />0 <br />R/W <br />0.92' I 2 % MIN. <br />20 % (5:1) MAX. <br />3/6" GALVANIZED <br />BOLTS & WASHERS <br />20x8" SELECT GRADE <br />DOUGLAAS FIR SURFACED— <br />FOUR SIDES. C <br />6'x6" DENSE STRUCTURAL <br />GRADE REDWOOD, TREATED— <br />HEMLOCK OR TREATED <br />DOUGLAS FIR SURFACED <br />FOUR SIDES. <br />n d9• <br />I, <br />REFLECTIVE SIGN -CALIF. HWY. <br />CODE W31, 30" SIZE. <br />CENTER ON BARRICADE.--. <br />REFLECTORS <br />SYMMETRICALLY <br />PLACED 12' t O.C. <br />12' MAX. <br />EVENLY SPACED <br />END <br />CENTER REFLECTOR <br />FOR TYPE "A" BARRICADE <br />REFLECTOR SIGN -CALIFORNIA HIGHWAY <br />-CODE TYPE NR (24" X 24") <br />2' <br />AT END ' <br />I � I <br />I � I <br />TYPE "A" <br />NOTES: <br />1. BARRICADES TO BE AS WIDE AS STREET RIW <br />2. BARRICADES TO BE PAINTED WHITE USING 2 COATS <br />OF "EXTERIOR ALKYD RESIN HI -GLOSS ENAMEL" <br />OVER A COMPATIBLE PRIMER. <br />LIP <br />w EINID <br />0 <br />it <br />SIGN -CALIF. HWY. CODE <br />_ W31 (30" X 30") <br />+o <br />N <br />TYPE "B" <br />CUL-DE-SAC ONLY <br />BARRICADES FOR TERMINATING STREETS <br />NOT TO SCALE <br />R/W <br />I-12.08' <br />0.92' <br />SLOPE TO MATCH <br />NATIVE GRADE. <br />6" TYPE "A"- AC DIKE (TYP.) <br />CALTRANS STD. RSP A87 <br />SEE DETAIL TYPE "A" <br />0.25' VAR CUT SLOPE <br />FILL AND COMPACT WITH EXCAVATED <br />_�Cr MATERIAL TO TOP OF DIKE <br />0 <br />o � <br />VAR <br />LEVEL LINE SEE NOTE A <br />TYPE "A" <br />HIGH DIKE <br />NOTE A - EXTEND TOP LAYER OF AC PLACED ON THE SHOULDER <br />UNDER DIKE WITH NO JOINT AT THE EDGE OF SHOULDER. <br />IF OF STREET <br />25' <br />12' <br />SIGN -CALIF. HWY. CODE <br />TYPE NR (24" X 24") <br />4"x4" REDWOOD OR PRESSURE TREATED <br />DOUGLAS FIR POST OR 2" I.D. GALV. PIPE <br />0 <br />25' <br />R/W <br />I <br />0.92'2% MIN. <br />2.5" A.C. X <br />PRIMECOAT 20% (5:1) MA <br />= 2 x I— I —1TFI I T I r <br />D D D D DDD DD DDDDD D DDDDDDDDDD D D D <br />6" A.B. <br />SHARON COURT <br />STREET CROSS SECTION F <br />NOT TO SCALE 6 <br />STREET LIGHTING POLES AND SYMBOLS D SIEGFRIED ENGINEERING, Inc. <br />NOT To SCALE 6 Civil Engineering ■ Land Surveying ■ Structural Engineering ■ Planning <br />4045 Coronado Ave. ■ Stockton, CA 95204-2396 ■ 209 943-2021 ■ FAX 209 942-0214 <br />QR ESESS/01V <br />* EXPIRES 12/01 <br />SrgTeClVi�-��P <br />OF CAl-1i <br />r <br />DPS DEC. '97 <br />W <br />DRAWN BY <br />Z <br />K.Y.L. <br />U <br />� <br />< <br />JOB NO. 97-1 1 (97361) <br />� <br />� <br />H <br />/1 <br />Lj <br />LL1 <br />0 <br />= <br />04 <br />Z <br />V) <br />T <br />V 1 <br />A <br />_j_ <br />�0 <br />UZ <br />o <br />Z <br />W <br />W <br />Q <br />I-A <br />I� <br />a <br />zzFA <br />0 <br />a4 <br />H <br />co <br />(� <br />W <br />z <br />O <br />co <br />V / <br />DPS DEC. 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