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3 <br />INSTALL STOP, STREET NAME SIGN <br />& STOP BARB / <br />INTERSECTION STANDARDS 6 <br />SEE CALTRANS TYPICAL 3 / <br />8' PAVEMENT DELINEATION, <br />EP R= <br />\ did <br />\ TyF <br />INSTALL SW -42 SIGN PER R-26 1 � <br />PROVIDE 1[ INTERSECTION BREAK AND "NO PASS" BARRIER OF RW - <br />STRIPE AT � FOR 300' MIN. TO EAST & WEST OF INTERSECTION <br />EXISTING j STRIPE <br /><3 <br />�P <br />�4 <br />Qs�oo <br />INSTALL NOT A THROUGH 1® <br />STREET SIGN PER <br />INSTALL DETAIL 278 (EDGLINE) STRIPING <br />(11' FROM C) PER CHAPTER 6, MARKINGS <br />CALTRANS TRAFFIC MANUAL <br />INSTALL DETAIL 27B STRIPING (DASHED) THROUGH INTERSECTION <br />PER CHAPTER 4 MARKINGS, CALTRANS TRAFFIC MANUAL <br />z See note 7 z � <br />N LO <br />2" TYP• <br />q'MAIN ST I <br />, inn r- i <br />11 STRIPING DETAIL <br />MAIN loo -e <br />1/2" <br />MACHINED -" <br />SEATING r <br />SURFACES � <br />N <br />N <br />1/4" <br />1 1/2 g <br />DIAMETER <br />SECTION A—A \ <br />NOTES: <br />1. FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON <br />CONFORMING TO ASTM A -48 -CLASS 30. <br />2. FRAME AND COVER SHALL BE HS20-44 RATED. <br />3. FRAME SHALL WEIGH APPROX. 22 LBS. <br />COVER SHALL WEIGH APPROX. 7 LBS. <br />4. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL <br />CONFORMING TO A.W.W.A. C203. <br />5. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO <br />FRAME AND COVER. <br />®SURVEY MONUMENT <br />FRAME & COVER <br />5.05" <br />1 N 't Black symbol <br />2" Rt(yp) <br />/ M -Co on yellow M <br />2' clear to background x <br />TYPICAL STREET SIGN edge of T O P E 6.00" <br />pavement N <br />NOTES: Edge of pavement <br />1. One street sign is required or back of dike <br />at each intersection. <br />2. Block numbers are in C acquired 6' rural Stop and street <br />from the San Joaquin County *3'-6" (4'-6") 7' urban sLig location <br />Community Developement Department. <br />3. See improvement plans for to edge of pavement <br />location of traffic control devices. L I <br />4. The length of the street sign \ /, <br />varies due to the length of <br />the street name. <br />N <br />5. See Standard Drawing No. R-23 for <br />proposed sidewalk sign locations. 2"X2" Square Perforated Steel 2' clear <br />6. Stop signs shall be 30" for urban Tubing Penetrator Anchor Per STOP AND STREET SIGN <br />areas and for internal subdivision Ulti-MateSign Support System <br />Contact: <br />streets; 36" for rural areas and p <br />fora Traffic Maintenance <br />LOCATION DETAIL <br />for streets which intersect County division for approved list of vendors <br />(209)468-3088 <br />roadways, also to be preceded by <br />a W17, 36" stop ahead sign with * In URBAN Locations <br />o appropriate pavement markings. TYPICAL STOP AND STREET 3'-6" or more to face of post <br />b 7. Use the following for terminal streets SIGN INSTALLATION In RURAL Locations <br />less than 300 feet in length: 4'-6" or more to face of post <br />8. Street name sign shall be placed on SW -42 sign. <br />6 STOP & STREET SIGN INSTALLATION & LOCATION <br />a O <br />M� <br />SEAL,A <br />T T NOT A <br />o O THROUGH <br />STREET <br />N N I <br />Sign - State of Calif. <br />Hwy. Code W53 (24"x24") <br />or as required by the <br />Public Works Dept. <br />o <br />2"X2" Square Perforated Steel <br />Tubing W/Penetrator Anchor Per <br />"Ulti-Mate' Sign Support System <br />Contact: S.J.County Traffic Maintenance <br />division for approved list of vendors <br />(209)468-3088 <br />N <br />TYPICAL SIGN <br />10 NOT A THROUGH <br />STREET SIGN <br />Li <br />ACE DETAIL 22 <br />z <br />)0' MIN. 8 a <br />SIMI COURTo 0 <br />INSTALL STOP &— <br />STREET SIGN PER <br />3O <br />8' PAVEMENT DELINEATION, <br />SEE CALTRANS TYPICAL <br />INTERSECTION STANDARDS <br />END <br />Sign -Calif <br />Hwy Code W31 <br />V) _ (30" x 30") <br />Sign -Calif Hwy <br />Code Type NR <br />SECTION A—A <br />x 24") <br />NOTES: <br />x�(24" <br />\7 <br />ANTONIO M. CONTI — CIVIL ENGINEER <br />r -2"X2" Square Perforated <br />Steel <br />Tubing W/Penetrator Anchor <br />Per <br />"Ulti-Mate" Sign Support <br />System <br />Contact: S.J.County Traffic <br />Maintenance <br />division for approved list <br />of vendors <br />(209)468-3088 <br />3. <br />INSTALL SW -42 1 TYPE "B" BARRICADE <br />SIGN e <br />b 3 <br />—12" WHITE 1" X 1" <br />WOOD POST OR <br />THERMOSTRIPE <br />STOP BAR DETAIL <br />E.P. <br />CONSTRUCTION SITE _L EXISTING PAVEMENT <br />EXISTING 50 FT (15 METERS) MINIMUM <br />GROUND I_ <br />6" to 12" DEPTH OF WASHED WELL <br />GRADED 3"-4" FRACTURED STONE AGGREGATE <br />'L <br />IiLlll illllli ill i1-11 l <br />I= �II 1i-11- rill .I I lu <br />6 INCHES _ <br />GEOTEXTILE MATERIAl SECTION A—A (150 MM) MIN. <br />E.P. <br />A A <br />15 FEET DIRECTION <br />(4.5 METERS) OF TRAVEL <br />MINIMUM <br />in <br />NOTES PLAN VIEW <br />1. STABILIZED CONSTRUCTION SITE ACCESS SHALL BE <br />CONSTRUCTED OF 3" TO 4" WASHED, WELL -GRADED <br />FRACTURED STONE AGGREGATE. MATERIAL SHALL BE <br />PLACED TO A MINIMUM THICKNESS OF 6 INCHES, <br />SLOPED AWAY FROM THE ROADWAY. <br />2. LENGTH OF ENTRANCE SHALL BE A MINIMUM OF 50 <br />FEET (15 METERS). WIDTH SHALL BE A MIN. OF 15 <br />FT (4.5 METERS) OR GREATER IF NECESSARY TO <br />COVER ALL VEHICULAR INGRESS AND EGRESS. <br />PROVIDE AMPLE TURNING RADII. <br />3. THE ENTRANCE SHALL BE KEPT IN GOOD CONDITION <br />BY OCCASIONAL TOP DRESSING WITH MATERIAL AS <br />SPECIFIED IN NOTE 1. <br />4. ACCESSES SHALL BE INSPECTED WEEKLY DURING <br />PERIODS OF HEAVY USAGE, MONTHLY DURING <br />NORMAL USAGE, AND AFTER EACH RAINFALL, WITH <br />MAINTENANCE PROVIDED AS NECESSARY. PERIODIC <br />TOP DRESSING SHALL BE DONE AS NEEDED. <br />5. AGGREGATE SHALL NOT ENCROACH ONTO EXISTING PAVEMENT AND/OR <br />ANY AGGREGATE ON EXISTING PAVEMENT SHALL BE CLEANED OFF. <br />TEMPORARY <br />CONSTRUCTION ENTRANCE <br />0 811VVI N G <br />cola c <br />Sign - State of Calif. Hwy <br />Code SW -42 (30"x30") <br />n <br />0 <br />I r 2"x2" Square Perforated <br />Ln steel tubing (ulti-Mate sign <br />support system) <br />N <br />T INTERSECTION SIGN <br />(post across from intersection) <br />INTERSECTION SIGN <br />FLOW <br />Ate, <br />INCHES A <br />PLAN <br />50' <br />25' W i 25' <br />7' 6' 12' 12' 6' <br />t--2% 2% - <br />'�°!° <br />1' MIN. 2.5" ASPHALT CONCRETE (TYPE B) TI=4 <br />OVER PRIME COAT PER GEOTECHNICAL REPORT R-VALUE=15 6" A.B. SHOULDER <br />FROM NEIL ANDERSON & ASSOC. <br />6" AGGREGATE BASE (CLASS 2)- <br />8" COMPACTED SUBGRADE (95%) <br />EACH LOT SHALL HAVE A DITCH TO RETAIN THE RUNOFF WATER FROM ROAD AND A SWALE TO DIRECT THE <br />RUNOFF WATER FROM DITCH PLUS SITE TO DRAIN INTO RETENTION POND. SWALE AND POND TO BE DETERMINED - <br />BY EACH LOT OWNER AT TIME OF BUILDING PERMIT APPLICATION. (SEE BERM DETAIL SHEET 4). <br />0 TYPICAL CROSS SECTION <br />R E V I S I DNS <br />SECTION A—A <br />NOTES: <br />���` "T=2c <br />ANTONIO M. CONTI — CIVIL ENGINEER <br />1. <br />FILTER ROLLS <br />SHALL BE CONSTRUCTED LONG ENOUGH TO EXTEND ACROSS THE EXPECTED FLOW PATH. <br />DATE <br />2. <br />SUPPORT POSTS SHALL BE A MINIMUM 24" LONG 1" X 1" WOOD POSTS DRIVEN A MINIMUM OF 6 <br />INCHES INTO <br />THE GROUND. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET APART. <br />3. <br />FILTER ROLL <br />SHALL BE IMBEDDED A MINIMUM OF 3 INCHES INTO EXISTING GROUND <br />P.O. BOX 1396 PHONE (209) 476-0970 <br />4. <br />CONTRACTOR <br />SHALL MAKE INSPECTIONS WEEKLY DURING THE WET SEASON, MONTHLY DURING THE DRY <br />DATE 07-08-05 <br />DESIGN SJG <br />SEASON AND <br />IMMEDIATELY AFTER EACH RAINFALL TO DETERMINE IF REPAIRS AND SEDIMENT REMOVAL IS <br />REQUIRED. SEDIMENT SHALL BE REMOVED BEFORE IT HAS REACHED ONE HALF THE HEIGHT OF THE <br />* EXP�9/30/2007 <br />FILTER ROLL. <br />3 FILTER ROLLS <br />sTgT C' / V I L �\P <br />F of � <br />/ / <br />/ R.C.E. N0: 62009 <br />DRAWN SJG <br />R/W <br />R/W <br />50' <br />25' W i 25' <br />7' 6' 12' 12' 6' <br />t--2% 2% - <br />'�°!° <br />1' MIN. 2.5" ASPHALT CONCRETE (TYPE B) TI=4 <br />OVER PRIME COAT PER GEOTECHNICAL REPORT R-VALUE=15 6" A.B. SHOULDER <br />FROM NEIL ANDERSON & ASSOC. <br />6" AGGREGATE BASE (CLASS 2)- <br />8" COMPACTED SUBGRADE (95%) <br />EACH LOT SHALL HAVE A DITCH TO RETAIN THE RUNOFF WATER FROM ROAD AND A SWALE TO DIRECT THE <br />RUNOFF WATER FROM DITCH PLUS SITE TO DRAIN INTO RETENTION POND. SWALE AND POND TO BE DETERMINED - <br />BY EACH LOT OWNER AT TIME OF BUILDING PERMIT APPLICATION. (SEE BERM DETAIL SHEET 4). <br />0 TYPICAL CROSS SECTION <br />7' <br />SMI COURT (NOT TO SCALE) <br />DETAIL SHEET <br />SIMI COURT <br />SAN JOAQUIN COUNTY, CA. <br />1' MIN. <br />SHEET <br />3 <br />OF 4 SHEETS <br />R E V I S I DNS <br />���` "T=2c <br />ANTONIO M. CONTI — CIVIL ENGINEER <br />JOB NO. 04-005 <br />NO. <br />DESCRIPTION <br />DATE <br />9Y <br />iM <br />P.O. BOX 1396 PHONE (209) 476-0970 <br />* <br />DATE 07-08-05 <br />DESIGN SJG <br />* EXP�9/30/2007 <br />WOODBRIDGE, CALIFORNIA 9525841o� <br />DATE: t *1 <br />sTgT C' / V I L �\P <br />F of � <br />/ / <br />/ R.C.E. N0: 62009 <br />DRAWN SJG <br />CHECKED AMC <br />A. M. CONTI, CIVIL ENGINEER EXP. DATE: 9 30 p8�o-7 <br />7' <br />SMI COURT (NOT TO SCALE) <br />DETAIL SHEET <br />SIMI COURT <br />SAN JOAQUIN COUNTY, CA. <br />1' MIN. <br />SHEET <br />3 <br />OF 4 SHEETS <br />