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v - <br />a <br />00 <br />M <br />MACH <br />SEATI I <br />SURFi <br />See note 7 <br />2" TYp N � <br />MAIN ST <br />100 E <br />C <br />:1/2" R (typ) N n iv <br />TYPICAL STREET SIGN <br />MAIN loo <br />L -Block symbol <br />on yellow <br />2' clear to background E <br />0 <br />edge of STOP <br />E <br />"1 � pSTOP <br />avement N <br />1 /2 6„ ER <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 FRAME AND COVER. <br />SURVEY MONUMENT FRAME 8c COVER <br />Existing Var. Existing <br />pavement 7 pavement II�or.{ <br />! 0 <br />Min. 0.5' Variable slope (10% max.) <br />to meet existing ground. <br />SECTION A -A <br />A ~1 <br />R/W� - W� �R/W <br />Alternate edge Res. 15' R <br />Ditch flowline '� Comm. 25' R <br />�4- - - - ----- 12" Min. diameter cross <br />pipe when required. <br />Material per See notes 5 & 6) <br />chart below <br />Set pipe in line with <br />existing ditch at A <br />elevation 0.25' to 0.5' <br />below exist. flowline. <br />Edge of existing pavement <br />RURAL DRIVEWAY <br />TYPE W STRUCTURAL SECTION <br />(Min.) (Max.) (Mtn.) AC/AB (Mm.) PCC <br />RURAL OR TEMP <br />RESIDENTIAL 12' 25' 2A0/4AB 4" <br />AG, TEMP <br />COMMERCIAL, 15' 40' 2" /6" 6" <br />TEMP INDUSTRIAL Ac AB <br />NOTES: <br />1. FLOWLINE OF PIPE SHALL BE A MIN. OF 3" BELOW DITCH FLOWLINE <br />AND A MAX. OF 1/2 DIAMETER OF PIPE, BELOW DITCH FLOWLINE. <br />2. At an intersection, no driveway shall be placed within 30' of the <br />point of intersection of the master planned R/W lines. <br />3. Driveways shall be at right angles to the street. <br />4. Circle driveways are to be no closer than 75' between centers (residential) <br />or 80' between centers (commercial). <br />5. When cross pipe is used, it shall extend a minimum of 2' past the toe of fill <br />slopes of the driveway, all fill shall be compacted to 95% relative compaction. <br />Maximum fill slope 2:1. <br />6. Pipes shall be Reinforced Concrete, or 0.079" Galvanized Corrugated Steel pipe, <br />the size varies according to the hydraulic requirement. <br />n DRIVEWAYS, RURAL, AG 8c TEMP <br />R E V I S 1 0 N S <br />13'-6" <br />6' rural <br />*3'-6" (4'-6') 7' urban <br />edge of pavement <br />NOTES: <br />1. One street sign is required <br />at each intersection. <br />2. Black numbers are to be acquired <br />from the San Joaquin County <br />Community Developement Department. <br />3. See improvement plans for <br />location of traffic control devices. <br />4. The length of the street sign <br />varies due to the length of <br />the street name. <br />5. See Standard Drawing No. R-23 for <br />proposed sidewalk sign locations. <br />6. Stop signs shall be 30" for urban <br />areas and for internal subdivision <br />streets; 36" for rural areas and <br />for streets which Intersect County <br />roadways, also to be preceded by <br />a W17, 36" stop ahead sign with <br />appropriate pavement markings. <br />7. Use the following for terminal streets <br />less than 300 feet in length: <br />5.05" <br />6.00" <br />Edge of pavement <br />or back of dike <br />Stop and street <br />sign location <br />2'X2" Square Perforated Steel__LJ j 1 2' clear <br />Tubing W/Penetrator Anchor Per <br />"Usti -Mate" Sign Support System STOP AND STREET SIGN <br />Contact: S.J.County Traffic Maintenance <br />division for approved list of vendors <br />(209)468-3088 LOCATION DETAIL <br />TYPICAL STOP AND STREET 13 URBAN Locatire ons <br />of past <br />SIGN INSTALLATION In RURAL Locations <br />4'-6" or more to face of post <br />STOP & STREET SIGN INSTALLATION 8c LOCATION <br />FACE OF <br />CURB <br />- <br />NOTES: <br />NOT <br />THROUGH <br />STREET <br />1. All street lighting and <br />A <br />Sign - State of Calif. <br />Hwy. Code W53 (24"x24") <br />or as required by the <br />appurtenances shall conform <br />CLASSIFICATION <br />to P.G.&E. Standards and <br />STREET <br />Specifications. <br />MAINTAINED <br />2. Street light locations at <br />Public Works Dept. <br />intersections shall be approved <br />o, <br />by S.J. Co. Department of <br />'0 <br />Public Works. <br />Expressway <br />3. Street lights shall be energized <br />c <br />prior to County acceptance of <br />Z <br />the improvements. Advance <br />�j <br />arrangements shall be made <br />A <br />with P.G.&E. to either install <br />1 <br />the street li hts or a ree to <br />0g 9 <br />E accept them for operation and <br />maintenance under their LS1 <br />R/W z rate schedule after installation. <br />Class "E" <br />T <br />'O <br />N <br />tO <br />N <br />NOT <br />THROUGH <br />STREET <br />NORMAL <br />A <br />Sign - State of Calif. <br />Hwy. Code W53 (24"x24") <br />or as required by the <br />MAINTENANCE <br />CLASSIFICATION <br />RIGHT-OF-WAY <br />STREET <br />MOUNTING <br />MAINTAINED <br />FACTOR <br />Public Works Dept. <br />0 <br />a <br />0 <br />HEIGHT <br />FOOTCANDLE <br />Expressway <br />110' <br />A <br />30' <br />2"X2" Square Perforated Steel <br />.65 <br />�j <br />110' <br />A <br />Tubing W/Penetrator Anchor Per <br />1 <br />.65 <br />Minor arterial <br />84' <br />"Ulti-Mate Sign Support System <br />r <br />.36 <br />.65 <br />Collector/ <br />Contact: S.J.County Traffic Maintenance <br />HALF <br />THE HEIGHT OF THE <br />FILTER ROLL. <br />division for approved list of vendors <br />60' <br />A <br />30' <br />.26 <br />(209)468-3088 <br />TYPICAL SIGN <br />10 NOT A THROUGH <br />STREET SIGN <br />i <br />I, <br />� I <br />`INSTALL SW -42 <br />PLACE DETAIL 22 Y SIGN <br />100' MIN. 8 1 a 2 <br />4 <br />GRIFFITH GATE LANE <br />1 <br />INSTALL STOP & X12" WHITE <br />STREET SIGN PER U THERMOSTRIPE <br />eI <br />4 1 <br />8' PAVEMENT DELINEATION, <br />SEE CALTRANS TYPICAL I <br />INTERSECTION STANDARDS <br />5) STOP BAR DETAIL <br />STREET <br />STREET TYPE & <br />TYPE <br />NORMAL <br />AVERAGE <br />MAINTENANCE <br />CLASSIFICATION <br />RIGHT-OF-WAY <br />STREET <br />MOUNTING <br />MAINTAINED <br />FACTOR <br />THE <br />WIDTH <br />LIGHT <br />HEIGHT <br />FOOTCANDLE <br />Expressway <br />110' <br />A <br />30' <br />.57 <br />.65 <br />Major arterial <br />110' <br />A <br />30' <br />.54 <br />.65 <br />Minor arterial <br />84' <br />A <br />30' <br />.36 <br />.65 <br />Collector/ <br />REQUIRED. SEDIMENT SHALL BE REMOVED BEFORE IT HAS REACHED ONE <br />HALF <br />THE HEIGHT OF THE <br />FILTER ROLL. <br />Industrial/ <br />60' <br />A <br />30' <br />.26 <br />.65 <br />Commercial <br />Residential <br />50' <br />A <br />30' <br />.13 <br />.70 <br />Pedestrian lane <br />- <br />A <br />30' <br />.17 <br />.70 <br />1.5' 10' P.U.E. NOTES: <br />1. Street Lighting designs not meeting the spacing <br />guidelines per Standard Drawing R-34 shall be <br />designed to meet the above average maintained <br />footcandle for the appropriate street classification. <br />2. Lumens used to calculate the Average Maintained <br />Footcandle shall be 80% of the initial lumen value <br />rated by the lamp manufacturer. <br />R/W STREET LIGHTING <br />DESIGN CRITERIA <br />LOCAL RESIDENTIAL AND <br />COLLECTOR RESIDENTIAL <br />R/W <br />w <br />6' Y <br />o' o <br />ao� <br />3 ao <br />Lu Y <br />C a <br />m <br />2 48" 4' 6 <br />MIN. m MIN.I MIN, <br />LOCAL COMMERCIAL AND RURAL ROADS <br />INDUSTRIAL <br />R/W <br />MIN <br />7) STREET LIGHTING POLES AND SYMBOLS (4 <br />SEAL <br />+wy <br />ign-Calif <br />E' Code W31 <br />a30" x 30") <br />t `Sign -Calif Hwy <br />a Code Type NR <br />(24" x 24") <br />2"X2" Square Perforated Steel <br />Tubing W/Penetrator Anchor Per <br />N "Ulti-Mate" Sign Support System <br />Contact: S.J.County Traffic Maintenance <br />J� division for approved list of vendors <br />(209)468-3088 <br />TERMINATED <br />STREET BARRICADE <br />1" X 1" <br />WOOD POST OR <br />STEEL POST <br />6" MIN 1 <br />Sign - State of Calif. Hwy <br />Code SW -42 (30'x30") <br />Square Perforated <br />tubing (ulti-Mate sign <br />rt system) <br />T INTERSECTION SIGN <br />(post across from intersection) <br />�2 INTERSECTION SIGN <br />FIBER ROLL <br />r FLOW - <br />FLOW <br />8 <br />INCHES A <br />PLAN <br />J FILTER ROLLS <br />50' <br />25' 25' <br />12' 1 12' <br />r-2% 2% -y <br />2" ASPHALT CONCRETE (TYPE B) T1=4 6" A.B. SHOULDERS <br />OVER PRIME COAT PER GEOTECHNICAL REPORT R=68 <br />FROM NEIL ANDERSON & ASSOC. <br />6" AGGREGATE BASE (CLASS 2) <br />6" 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 IN RETENTION POND. SWALE AND POND TO BE DETERMINED <br />BY EACH LOT OWNER AT TIME OF BUILDING PERMIT APPLICATION. (SEE DETAIL SHEET 5). <br />R/W <br />Ir611�� <br />TYPICAL CROSS SECTION - GRIFFITH GATE LANE <br />�� �c\ <br />ANTONIO M. <br />SECTION A -A <br />- CIVIL ENGINEER <br />JOB NO. <br />NOTES: <br />1. <br />FILTER ROLLS <br />SHALL BE CONSTRUCTED LONG ENOUGH TO EXTEND ACROSS <br />THE <br />EXPECTED FLOW PATH, <br />2. <br />SUPPORT POSTS SHALL BE A MINIMUM 24" LONG 1" X 1" WOOD POSTS DRIVEN <br />A MINIMUM OF 6 <br />INCHES INTO <br />THE GROUND. POSTS SHALL BE SPACED A MAXIMUM OF 10 <br />FEET <br />APART. <br />3. <br />FILTER ROLL <br />SHALL BE IMBEDDED A MINIMUM OF 3 INCHES INTO EXISTING <br />GROUND <br />DRAWN <br />4, <br />CONTRACTOR <br />SHALL MAKE INSPECTIONS WEEKLY DURING THE WET SEASON, <br />MONTHLY <br />DURING THE DRY <br />SEASON AND <br />IMMEDIATELY AFTER EACH RAINFALL TO DETERMINE IF REPAIRS AND <br />SEDIMENT REMOVAL IS <br />REQUIRED. SEDIMENT SHALL BE REMOVED BEFORE IT HAS REACHED ONE <br />HALF <br />THE HEIGHT OF THE <br />FILTER ROLL. <br />J FILTER ROLLS <br />50' <br />25' 25' <br />12' 1 12' <br />r-2% 2% -y <br />2" ASPHALT CONCRETE (TYPE B) T1=4 6" A.B. SHOULDERS <br />OVER PRIME COAT PER GEOTECHNICAL REPORT R=68 <br />FROM NEIL ANDERSON & ASSOC. <br />6" AGGREGATE BASE (CLASS 2) <br />6" 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 IN RETENTION POND. SWALE AND POND TO BE DETERMINED <br />BY EACH LOT OWNER AT TIME OF BUILDING PERMIT APPLICATION. (SEE DETAIL SHEET 5). <br />R/W <br />Ir611�� <br />TYPICAL CROSS SECTION - GRIFFITH GATE LANE <br />�� �c\ <br />ANTONIO M. <br />CONTI <br />- CIVIL ENGINEER <br />JOB NO. <br />04-005 <br />DATE <br />11-29-04 <br />P.O. BOX 1396 PHONE (209) 476-0970 <br />DESIGN <br />SJG <br />EXP. 9/30/2005 * <br />WOODBRIDGE, CALIFORNIA 95258 <br />DATE: <br />°re C/Vq� <br />A. M. CONTI, CIVIL ENGINEER <br />R.C.E. NO: 62009 <br />EXP. DATE: 9/30/05 <br />DRAWN <br />SJG <br />CHECKED <br />AMC <br />DETAIL SHEET <br />GRIFFITH GATE LANE <br />JAHANT ROAD, SAN JOAQUIN COUNTY, CA. <br />SHEET <br />4 <br />OF 5 SHEETS <br />