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NOTES: 77
<br />00 N6T'A
<br />r See note 7 N 1. One street sign is required THROUGH
<br />CIV at each Intersection. STREET
<br />2 Typ' 2. Block numbers are to be acquired N N Sign - State of Calif.
<br />SU R from the San Joaquin County 9
<br />3 _ AIN
<br />ST y pDepartment.Hw Cade W53 24"x24"
<br />S 8„ 3 4„ R � Community Qevelo ement or as required by the Sign - State of Calif. Hwy
<br />t _ R 3 100 E 3. See improvement plans for
<br />A _ A location of traffic control devices. Public Warks Dept. r, Code 5W-42 (30"x30")
<br />"� 4. The length of the street sign D �
<br />TM N U � 1 /2' R (typ) n 'co varies due to the length of 2"X2" Square Perforated Steel
<br />the street name. - oraeeI I
<br />LO �j Tubing W/CI
<br />Penetrator Anchor Per A II j1
<br />5. See Standard Drawing No. R-23 for I "Ulti---Mate Sign Support System I ID
<br />TYPICAL STREET SIGN proposed sidewalk sign locations.
<br />Contact: S.J.County Traffic Maintenance ! ! Si n -Calif
<br />1 /2" PATTERN LETTERS 6. Stop signs shall be 30" for urban division for approved list of vendors E' HwyCode W31
<br />areas and for internal subdivision (209)468--3088 , >�
<br />1/2"X1" FRAME streets; 36" for rural areas and ¢ (30 x 30")
<br />COVERLIFT for streets which intersect County�� / HOLESCo
<br />roadways, also to be preceded by �/ r2p'x2" Square Perforated
<br />In a W17, 36" stop ahead sign with �? steel tubing (ulti-Mate sign
<br />MACHINED r appropriate pavement markings. N support system)
<br />SEATING 1 " 7. Use the following for terminal streets
<br />SURFACES � 5T 9 Sign -calif Hwy
<br />MAIN 100 E less than 300 feet in length: Code Type NR
<br />5.05' TYPICAL SIGN (24" x 24")
<br />Black symbol
<br />on yellow � I
<br />/ 2 clear to background 2"X2" Square Perforated Steel
<br />4 r n�1 ' 9 0 6.00" NOT A THROUGH Tubin W Penetrator Anchor Per -t
<br />2 1/2"_ edge of STOP " 9 /,�
<br />pavement N Ulti Mate Sign support System T INTERSECTION SIGN
<br />1 1/2'° 6" � � N STREET SIGN � Contact: S.J.County Traffic Maintenance
<br />DIAMETER : Edge of pavement division for approved list of vendors (post across from intersection)
<br />or back of dike ; I (209)468-3088
<br />OF
<br />SECTION A -A r I
<br />6' rural Stop and street
<br />NOTES: *3'-6" (4'-6") 7urban sign location
<br />1. FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON to edge of pavement �� ! TERMINATED
<br />CONFORMING TO ASTM A -48 -CLASS 30. ! � INSTALL SW -42
<br />PLACE DETAIL 228 I z ISIGN 2
<br />2. FRAME AND COVER SHALL BE HS20-44 RATED. 100 MIN' a 4 2 INTERSECTION SIGN
<br />3. FRAME SHALL WEIGH APPROX. 22 LBS. GRIFFITH GATE LANE a I 4 STREET BARRICADE
<br />COVER SHALL WEIGH APPROX. 7 LBS.
<br />2"X2" Square Perforated Steel 2' clear a 1r
<br />4. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL TubingW Penetrator Anchor Per - - " 1 X 1
<br />/ � ! 12 WHITE
<br />CONFORMING TO A.W.W.A. C203."Ulti-Mate" Sign Support System STOP AND STREET SIGN STREET STOP
<br />PER I THERMOSTRIPE STEOEDL POST POST OR
<br />5. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND COVER. Contact: S.J.County Traffic Maintenance I
<br />division for approved list of vendors
<br />(209)468-3088 DETAIL 6
<br />(209)468-3088 4 I I
<br />TYPICAL STOP AND STREET * In URBAN Locations 8' PAVEMENT DELINEATION, i '' FIBER ROLL
<br />3'-6" or more to face of post SEE CALTRANS TYPICAL I !
<br />SIGN INSTALLATION I n RURAL Locations INTERSECTION STANDARDS _ -
<br />4'-6" or more to face of post FLOW
<br />:-, FLOW
<br />A
<br />8 SIGNDETAIL ASURVEY MONUMENT FRAME & COVERSTEP STREET INSTALLATION & LOCATION STO P BAR INCHES
<br />PLAN
<br />6" MIN.
<br />Existing Var. Existing Var.
<br />pavement 7 I pavement NOTES:
<br />1. All street lighting and
<br />a appurtenances shall conform
<br />to P.G,&E. Standards and
<br />Min. 0.5' Variable slope (10% max.) Specifications.
<br />to meet existing ground. 2. Street light locations at
<br />intersections shall be approved
<br />SECTION A - A by S.J. Co. Department of
<br />n, Public Works.
<br />A 3. Street lights shall be energized
<br />R/W W� R/W c prior to County acceptance of
<br />the improvements. Advance
<br />arrangements shall be made
<br />Alternate edge Res. 15' R �� with P.G.&E. to either install
<br />the street lights, or agree to
<br />Ditch flowline ,�ti Comm. 25' R E accept them for operation and
<br />- - - - - - T R/W o maintenance under their LS1
<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 />WIDTH
<br />LIGHT
<br />HEIGHT
<br />FOOTCANDLE
<br />FILTER ROLLS
<br />Expressway
<br />1 10'
<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 />MONTHLY DURING THE DRY
<br />SEASON AND
<br />IMMEDIATELY AFTER EACH RAINFALL TO DETERMINE IF REPAIRS AND SEDIMENT REMOVAL IS
<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 />z rate schedule after i nsta Ilatlon. Uj
<br />FILTER R � L L S
<br />- - - - - - - - - 12" Min. diameter cross Class "E"
<br />pipe when required.
<br />Material per See notes 5 & 6) Y
<br />chart below
<br />4, � 1.5' 1' 10' P.u.E. NATES:
<br />R/W R/W
<br />MIN.
<br />Set pipe in line with o I 1. Street Lighting designs not meeting the spacing
<br />existing ditch at A Edge of existing pavement 50'
<br />elevation 0.25' to 0.5' y guidelines per Standard Drawing R-34 shall be
<br />below exist, flowline. FACE OF m designed to meet the above average maintained
<br />CURB I footcandle for the appropriate street classification. 25' 25'
<br />RURAL DRIVEWAY
<br />2. Lumens used to calculate the Average Maintained
<br />TYPE W STRUCTURAL SECTION LOCAL RESIDENTIAL AND Footcandle shall be 80% of the initial lumen value
<br />COLLECTOR RESIDENTIAL l
<br />(Min.) (Max.) (Alin.) AC/AB (Min.) PCC rated by the lamp manufacturer. � 7' 6' 12' 12' s' 7'�-I
<br />RURAL OR TEMP
<br />RESIDENTIAL 12' 25' 2"/4)$AC 4„
<br />AG, TEMP R/W R/W 6STREET LIGHTING -- 2% 2%
<br />COMMERCIAL, 15' 40, 2„ /6„ „ ��0 89.
<br />TEMP INDUSTRIAL AC AB DESIGN CRITERIA
<br />w
<br />6' `s
<br />NOTES:
<br />1. FLOWLINE OF PIPE SHALL BE A MIN. OF 3" BELOW DITCH FLOWLINE < 0 1' MIN. 2' r 2 1' MIN.J
<br />AND A MAX. OF 1/2 DIAMETER OF PIPE, BELOW DITCH FLOWLINE. w Y 2" ASPHALT CONCRETE (TYPE B} TI=4
<br />2. At an intersection, no driveway shall be placed within 30 of the w 6" A. B. SHOULDER+
<br />point of intersection of the master planned R/W lines. O m OVER PRIME COAT PER GEOTECHNICAL REPORT R=68
<br />FROM NEIL ANDERSON & ASSOC.
<br />3. Driveways shall be at right angles to the street. 2' 4g" 4' 6'
<br />4. Circle driveways are to be no closer than 75' between centers (residential)MIN. m MIN. MIN, 6" AGGREGATE BASE (CLASS 2)
<br />or 80' between centers (commercial). 6" COMPACTED SUBGRADE (95%)
<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. LOCAL COMMERCIAL AND RURAL ROADS EACH LOT SHALL HAVE A DITCH TO RETAIN THE RUNOFF WATER FROM ROAD AND A SWALE TO DIRECT THE
<br />Maximum fill slope 2:1. INDUSTRIAL RUNOFF WATER FROM DITCH PLUS SITE TO DRAIN IN RETENTION POND. SWALE AND POND TO BE DETERMINED
<br />6. Pipes shall be Reinforced Concrete, or 0.079 Galvanized Corrugated Steel pipe, BY EACH LOT OWNER AT TIME OF BUILDING PERMIT APPLICATION. (SEE DETAIL SHEET 5).
<br />the size varies according to the hydraulic requirement.
<br />DRIVEWAYS, RURAL, AG & TEMP
<br />7 STREET LIGHTING POLES AND SYMBOLS 4 TYPICAL CROSS SECTION - GRIFFITH GATE LANE
<br />J
<br />E
<br />O
<br />4
<br />4 SEAL pRCFESS0
<br />R E V I S 1 O N 5 T ���� _ENGINEER JOB NO. 04-005 SHEET
<br />NO. DESCRIPT10 DATE � ANTONIO M. CONTI CIVIL DETAIL SHEET
<br />No. 62009 P.O, BOX 1396 PHONE (209) 476--0970 DATE 11-29-04
<br />Exp. 9/30/2005 WOpDgRlDGE, CALIFORNIA 95258
<br />DATE: DESIGN 5JG GRIFFITH SLANE 4
<br />�-1 C/V11" R.C.E. N0: 62009 DRAWN SJG
<br />°� �A�'F JAHANT ROAD, SAN J CAQ U I N COUNTY, CA. OF 5 SHEETS
<br />A. V. CONTI, CIVIL ENGINEER EXP. DATE: 9/30/05 CHECKED AMC
<br />SECTION A -A
<br />NOTES:
<br />1.
<br />FILTER ROLLS
<br />SHALL BE CONSTRUCTED LONG ENOUGH TO EXTEND ACROSS
<br />THE EXPECTED FLOW PATH.
<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
<br />FEET APART.
<br />3.
<br />FILTER ROLL
<br />SHALL BE IMBEDDED A MINIMUM OF 3 INCHES INTO EXISTING
<br />GROUND
<br />4,
<br />CONTRACTOR
<br />SHALL MAKE INSPECTIONS WEEKLY DURING THE WET SEASON,
<br />MONTHLY DURING THE DRY
<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
<br />HALF THE HEIGHT OF THE
<br />FILTER ROLL.
<br />z rate schedule after i nsta Ilatlon. Uj
<br />FILTER R � L L S
<br />- - - - - - - - - 12" Min. diameter cross Class "E"
<br />pipe when required.
<br />Material per See notes 5 & 6) Y
<br />chart below
<br />4, � 1.5' 1' 10' P.u.E. NATES:
<br />R/W R/W
<br />MIN.
<br />Set pipe in line with o I 1. Street Lighting designs not meeting the spacing
<br />existing ditch at A Edge of existing pavement 50'
<br />elevation 0.25' to 0.5' y guidelines per Standard Drawing R-34 shall be
<br />below exist, flowline. FACE OF m designed to meet the above average maintained
<br />CURB I footcandle for the appropriate street classification. 25' 25'
<br />RURAL DRIVEWAY
<br />2. Lumens used to calculate the Average Maintained
<br />TYPE W STRUCTURAL SECTION LOCAL RESIDENTIAL AND Footcandle shall be 80% of the initial lumen value
<br />COLLECTOR RESIDENTIAL l
<br />(Min.) (Max.) (Alin.) AC/AB (Min.) PCC rated by the lamp manufacturer. � 7' 6' 12' 12' s' 7'�-I
<br />RURAL OR TEMP
<br />RESIDENTIAL 12' 25' 2"/4)$AC 4„
<br />AG, TEMP R/W R/W 6STREET LIGHTING -- 2% 2%
<br />COMMERCIAL, 15' 40, 2„ /6„ „ ��0 89.
<br />TEMP INDUSTRIAL AC AB DESIGN CRITERIA
<br />w
<br />6' `s
<br />NOTES:
<br />1. FLOWLINE OF PIPE SHALL BE A MIN. OF 3" BELOW DITCH FLOWLINE < 0 1' MIN. 2' r 2 1' MIN.J
<br />AND A MAX. OF 1/2 DIAMETER OF PIPE, BELOW DITCH FLOWLINE. w Y 2" ASPHALT CONCRETE (TYPE B} TI=4
<br />2. At an intersection, no driveway shall be placed within 30 of the w 6" A. B. SHOULDER+
<br />point of intersection of the master planned R/W lines. O m OVER PRIME COAT PER GEOTECHNICAL REPORT R=68
<br />FROM NEIL ANDERSON & ASSOC.
<br />3. Driveways shall be at right angles to the street. 2' 4g" 4' 6'
<br />4. Circle driveways are to be no closer than 75' between centers (residential)MIN. m MIN. MIN, 6" AGGREGATE BASE (CLASS 2)
<br />or 80' between centers (commercial). 6" COMPACTED SUBGRADE (95%)
<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. LOCAL COMMERCIAL AND RURAL ROADS EACH LOT SHALL HAVE A DITCH TO RETAIN THE RUNOFF WATER FROM ROAD AND A SWALE TO DIRECT THE
<br />Maximum fill slope 2:1. INDUSTRIAL RUNOFF WATER FROM DITCH PLUS SITE TO DRAIN IN RETENTION POND. SWALE AND POND TO BE DETERMINED
<br />6. Pipes shall be Reinforced Concrete, or 0.079 Galvanized Corrugated Steel pipe, BY EACH LOT OWNER AT TIME OF BUILDING PERMIT APPLICATION. (SEE DETAIL SHEET 5).
<br />the size varies according to the hydraulic requirement.
<br />DRIVEWAYS, RURAL, AG & TEMP
<br />7 STREET LIGHTING POLES AND SYMBOLS 4 TYPICAL CROSS SECTION - GRIFFITH GATE LANE
<br />J
<br />E
<br />O
<br />4
<br />4 SEAL pRCFESS0
<br />R E V I S 1 O N 5 T ���� _ENGINEER JOB NO. 04-005 SHEET
<br />NO. DESCRIPT10 DATE � ANTONIO M. CONTI CIVIL DETAIL SHEET
<br />No. 62009 P.O, BOX 1396 PHONE (209) 476--0970 DATE 11-29-04
<br />Exp. 9/30/2005 WOpDgRlDGE, CALIFORNIA 95258
<br />DATE: DESIGN 5JG GRIFFITH SLANE 4
<br />�-1 C/V11" R.C.E. N0: 62009 DRAWN SJG
<br />°� �A�'F JAHANT ROAD, SAN J CAQ U I N COUNTY, CA. OF 5 SHEETS
<br />A. V. CONTI, CIVIL ENGINEER EXP. DATE: 9/30/05 CHECKED AMC
<br />
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