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Sign — State of Calif. Hwy. <br /> 9n — State of Calif. Hwy Code W-57 (24"x48") better llth nh the tex stip equal <br /> Sipavement <br /> Code SW-42 (30"00") <br /> I--I and base in quality. ew Pavement <br /> shall be 1" thicker than existing <br /> avement, minimum of 0.25 feet. <br /> IV ADJUST BOX TO GRADE New base shall be i" thicker than <br /> N PER COUNTYWIDE STANDARDS existing base, minimum of 0.5 feet. <br /> SIGNS 14-'/4. 6" <br /> 1. Signa shall be posted on 2" I.D. galv. ',' j _ TYP. Existing <br /> pipe in urban areas and either pipe or " <br /> b ID <br /> e FINISHED GRADE Pavement <br /> 4"x4" posts in rural areas. 6T Min. 6" --- " Min. Nce vM_w nmNr rlew 1 <br /> 0 2. Stop sign sizes shall be 30" for $ ( yp•) T p.) <br /> 1 urban areas and 36" for rural areas. Dov <br /> 3. Sign — State of Calif. Hwy. Code o� % <br /> ed at curves 7-1 2" 9 9" 5' MAX 3'-0" 1 Compacta 1 n max. <br /> SW-43 shall be <br /> Post / layero to a min. relative 3'-0" 1 <br /> when needed. 12" I ALSO SEE NOTE ® - compaction of 95x* — <br /> 1 under pavement and 3 <br /> 90% outside pavement. Variable 4 <br /> CONCREFE COLLA <br /> VariableCompact in 24" max. 2 <br /> is Sign — State of Calif. �j 10#3 8" ' ' layers to a min. relative <br /> 1 2Ty, Code "type N—Y" ;' / �, `o• \ I compaction of 85%. OD+12" <br /> N 24 x24 (reflective i FILL HOUSING WITH PEA GRAVEL, SAND, CONCRETE <br /> yellow background) © O.D./2 �' _ OR OTHER MATERIAL <br /> �`�--Compact in 6" la ro <br /> 4 �.-- - to o minimum re�oetive pp <br /> T INTERSECTION SIGN 2� �- compaction of 90R. 3'—O° F METER BOX WITH ANGLE <br /> 10" Min. O.D. 10" Min. 10" Min. O.D. 10" Min. NOT TO SCALE WATER SUPPLY LINE METER STOP OR OTHER <br /> (post across from intersection) / \ 'o TO SAMPLING STATION TYPE SHUT OFF VALVE <br /> _N —1 O.D. O.D. <br /> r_1 + 20" Min. + 20" Min. ^' <br /> NbT'A GRADE LINE <br /> I I THROUGH <br /> N <br /> RIGID CONDUIT FLEXIBLE CONDUIT — ^ <br /> N STREET LANE REDUCTION <br /> Sign — State of Calif. <br /> Hwy. Code W53 (24"x24") SIGNING <br /> or as required by the i - <br /> NOTES <br /> 2 Public Works Dept. <br /> 0 1. Center the lane reduction sign NOTES: � <br /> D C behind Type A barricade I —O <br /> X (barricade to be placed on a 1. VALVE BOX AND LID SHALL BE CHRISTY NO. G5 OR AS APPROVED BY THE AGENCY. 1. Relative compaction of materials shall be tested in accordance with <br /> 0 0 4'x4" Redwood or skew with Type N—Y signs 2. ALL LIDS SHALL HAVE MACHINED SEATING SURFACES. the State of California, Dept. of Transportation Testing Manuals, test <br /> I I pressure treated Douglas attached). M VALVE BOX RISERS SHALL BE AS MANUFACTURED FOR THE VALVE BOX SUPPLIED. method No. California 216 or 231. <br /> fO Fir post (typ.) or 2. Place Class 1 flexible post VALVE BOX RISER TO BE ONE CONTINUOUS PIECE AND CENTERED ON VALVE. 2. All existing pavement shall be neatly cut to line prior to trench excavation. <br /> 2" I.D. golv. as delineators Cal Trans A73C at a SHOULD BE RISER OR 8" 0, CLASS 100 PVC. 3. Jettingor ponding will be <br /> required ( ) SEE NOTE 5. 9 permitted within the street Right of Way with Li <br /> 10 : 1 taper preceding the a 3 year bond. <br /> Type A barricade (minimum of 4. FOR BLOWOFF INSTALLATION, REFER TO DRAWING NO. CW—W6.5. ALTERNATIVE VALVE BOX AND RISERS MAY BE USED WHERE APPROVED BY THE AGENCY <br /> ) <br /> t <br /> li <br /> \� 5 d 4. When shown by soil composition and compactability, ninety percent (90%) <br /> delineators). . <br /> compaction may be used, when approved by the Director of Public Works. <br /> io io 3. Pavement lane reduction arrows. 6. CONCRETE COLLAR NOT REQUIRED WHEN VALVE BOX IS LOCATED IN CONCRETE <br /> I I \ Flatten pipe SIDEWALK AREA. 5. Special bedding requirements may be shown on the plans or specified in M Nm:" a0N <br /> N �(typ,) 4. W 11, transition sign. 0 VALVE STEM EXTENSIONS MAY BE USED TO COMPLY WITH 5' MAX. DISTANCE FROM special provisions. �' <br /> Jl% GRADE TO NUT. 6. Shoulders shall be as shown on the plans or specified in the special <br /> 8. TRACE WIRE MAY BE USED WHERE APPROVED BY AGENCY. provisions but in no case shall the shoulder be less than three feet wide <br /> TYPICAL SIGN as measured from the edge of pavement. *WATER QUALITY SAMPLING STATION <br /> 1. ALUMINUM LID <br /> 2. ALUMINUM HOUSING — 6 DD1 OD <br /> .. NwYO NY <br /> ""'°" REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS "° ^^+-^ Avner« °j 4. FLUSH A- BALLNAL SOCK <br /> TRAFFIC SIGNS COUNTY OF SAN JOAQUIN ' r°"• "ae "D TYPICAL TRENCH BACKFILL <br /> SAN JOAQUIN COUNTY DATE M.W W nem w",a <br /> am or ONMCM W PNNX MORNS ARM J"7 <br /> W or JLD COUNTY OF SAN JOAQUIN 0ei JUNE 1997 VALVE BOX DETAILS IMPROVEMENT a.w.a JLD <br /> N <br /> CW—W5 COUNTY OF SAN JOAQUIN JUNE 1997 <br /> r+ NONE R9MNOIr v ru•s Naa a.+w NN R _ 26 STANDARD NO. ..*. NONE RMNRMOM or"'N°MNO do h, N". R-29 <br /> TRAFFIC, 51(5N5 ��� VALVE BOX DETAIL TYPIGAL TRENCH DETAIL �A� HATER QUALITY 5AMPLIN6 STATION <br /> 5GALE: NTS 5GALE: NT5 5GALE: NT5 5GALE: NT5 <br /> *� DETAIL �u� DETAIL DETAIL DETAIL <br /> SCALE: 5GALE: 5GALE: 5GALE: <br /> 1-800-227-2600 <br /> RoFESSI Revisions Design Scale Date <br /> eN K. S�� SAN JOAQUIN COUNTY Aprvd. <br /> K KJELDSEN MRC NTS O2/19/02 <br /> K. y No. Description Date By g <br /> HiQ 2p�% Post Office Bax 844 THORNTON ROAD y <br /> Om S S I N N O C K NTS Sheet Number <br /> w 711 N. Pershing Avenue Drawn <br /> N . 1 32192 N N E U D E C K Stockton, CA 95201 -0844 AMCP. 12/31/2 04 Office: (209) 946-0268 FRONTAGE IMPROVEMENTS Original Drawing Scale �' o{ Q <br /> r" Q INC. Consulting Engineers Faxes: (209) 946-0296Check 0 1/2i" 1 " <br /> and Land Surveyors E—mail: KSN®ksninc.com DETAILS SKS Pro;ct Il No. <br />�Wo <br />