Laserfiche WebLink
WILHELMINA �- <br />HENRY SCHOOL <br />FENCE PER <br />SCHOOL SITE PLANS <br />FUTURE (BY OTHERS) <br />EXIST OF NORMAL <br />TYPICAL SECTION R/W <br />50'-60' RIGHT OF WAY <br />2 5' 25' <br />10' MAX 2' 20' <br />0' MIN <br />12' <br />4'-8' <br />1 A/C ROAD <br />BASE <br />- --- <br />2% <br />WIDTH <br />VARIES <br />W <br />0 <br />SD <br />0 <br />TYPICAL SECTION <br />GUERNSEY AVENUE (STA 0+34 TO STA 5+24) <br />NTS <br />NOTES: <br />1. TI = 6.5, R -VALUE _ 5 <br />2. 3" AC <br />3. 16.5" CLASS 2 AB <br />* 20' FOR INTERSECTION OF 50' R/W AND 60' R/W STREETS <br />30' FOR INTERSECTION OF 50' R/W OR 60' R/W STREETS, <br />WITH 84' R/W AND 110' R/W ARTERIALS <br />211 ' <br />EXPANSION <br />JOINT (TYP.) <br />,- 2 1/2' <br />STREET NAME <br />SIGN <br />1 <br />i <br />° STOP SIG <br />°o°° LOCATION <br />° (IF REQUIR D) <br />CURB RADIUS °000000° <br />SEE NOTE 1 <br />00000 <br />°o <br />°0000°° <br />oo ° STOP R/W°°° 0 <br />°° °° _BACK OF WALK <br />°o° <br />I� EXPANSION JOINT (TYP.) <br />'--FACE OF CURB <br />10' - ESTOP BAR LOCATION <br />(IF REQUIRED) <br />NOTES: <br />0 <br />1. CURB RADIUS SHALL BE 30' FOR INTERSECTION <br />OF 50' <br />R/W AND 60' <br />R/W <br />STREETS AND 40' FOR INTERSECTION OF 50' R/W <br />OR <br />60' R/W WITH <br />84' R/W <br />OR 110' R/W ARTERIALS. <br />Ir <br />2. CATCH BASINS, SIGN POSTS, UTILITY POLES OR <br />OTHER <br />OBSTRUCTIONS <br />ARE NOT <br />TO BE LOCATED WITHIN THE WHEELCHAIR PATH <br />AREA. <br />Z <br />3 <br />Lu <br />Q <br />3. SEE STANDARD DRAWING NO. CW -7, R-10, 11, <br />25 FOR <br />CURB, GUTTER <br />& SIDEWALK, <br />HANDICAP RAMP AND SIGN DETAILS. <br />0 <br />S=1:12 MAX., 1:15 MIN. <br />O <br />N <br />Q Z <br />O <br />LOCAL CURB - RETURN <br />COUNTY OF SAN JOAQUIN DWG R-23 <br />NTS <br />rrou. Eld�. <br />l8-Sfo <br />BUS <br />WILHELMINA TURNOUT <br />HENRY SCHOOL <br />EXIST R/W <br />ON-SITE <br />FIRELANE ENTRY <br />8' 8' <br />FENCE PER SCHOOL <br />SITE PLANS <br />B VERTICAL CURB & APRON <br />. 04% <br />CL <br />2 2' <br />2% 2% <br />CONCRETE VALLEY GUTTER D <br />7.0 <br />EQUATIONS: TC ELEV = C/L ELEV + 0.22' <br />BW ELEV = C/L ELEV + 0.38' <br />B� BUS TURNOUT SECTION <br />GUERNSEY AVENUE <br />NTS <br />NOTES: <br />1. TI = 6.5, R -VALUE = 5 <br />2. 6" PCC <br />3. 6" CLASS 2 AB <br />4. 12" LTB <br />ACK OF WALK PLAN <br />OP OF CURB <br />1. 1. <br />/-RAMP <br />�3/4" LIP <br />ELEVATION <br />2'-0" SIDEWALK WIDTH i _TRANSITIO <br />I� <br />WILHELMINA <br />HENRY SCHOOL <br />FENCE PER <br />SCHOOL SITE PLANS <br />FUTURE (BY OTHERS) <br />EXIST PL OF NORMAL <br />TYPICAL SECTION <br />60' RIGHT OF WAY <br />0' MAX.2' <br />0' MIN <br />8' <br />2% <br />W <br />0 <br />EQUATIONS: TC ELEV = C/L ELEV + 0.03' <br />BW ELEV = C/L ELEV + 0.18' <br />C <br />RETAINING CURB IF <br />NECESSARY AT EDGE <br />OF SIDEWALK 4' <br />SD <br />0 <br />TYPICAL SECTION <br />FUTURE R/W <br />GUERNSEY & WAGNER AVENUES <br />NTS <br />NOTES: <br />1. TI = 6.5, R -VALUE _ 5 <br />2. 3" AC <br />3. 16.5" CLASS 2 AB <br />12" GROOVED BAND <br />3/4" O.C. <br />Lil <br />HANDICAP RAMP GROOVING DETAIL <br />HANDICAP RAMP DETAILS <br />COUNTY OF SAN JOAQUIN DWG R-10 <br />NTS <br />C <br />4.5' MIN. FOR 4 Case B <br />112" CURB, 6' MIN. <br />FOR 6" CURB (SIDEWALK LESS THAN 5' WIDE) <br />FACE OF <br />CURB <br />SEE NOTE 6 <br />3/4" L I 1 <br />LIP �- a6��-- <br />c9 a a a o 4q <br />o <br />AX <br />M. <br />T- - <br />3 - ? -- <br />a N <br />1 1 2 <br />CLR. <br />(TYP.) <br />NOTES: <br />SECTION A -A <br />10 12" GROOVED BORDER. <br />2❑ #4 BARS 18" O.C. EACH WAY. THE ENTIRE WIDTH OF DRIVEWAY AND RAMP. <br />3❑. GUTTER PAN DIMENSIONS PER STANDARDS. (NO GUTTER PAN IN BUS PARKING ON THIS PROJECTI) <br />S= 1:12 MAX, 1:15 MIN <br />TYPE 2 COMMERCIAL DRIVEWAY <br />COUNTY OF SAN JOAQUIN DWG CW -C12 <br />NTS <br />% <br />� M-A_7� <br />Ln z_ <br />LC) :5 �< � � � <br />cn <br />\; o <br />U <br />12.5% MAX. <br />AT CURB <br />CROSSWALK <br />Case D <br />* 3' MIN. FOR 4 1/2" CURB <br />4MIN. FOR 6" CURB <br />NOTES: <br />1. IF DISTANCE FROM CURB TO BACK OF <br />SIDEWALK IS TOO SHORT TO <br />ACCOMMODATE RAMP AND 4' <br />PLATFORM, THE SIDEWALK MAY BE <br />DEPRESSED LONGITUDINALLY <br />AS IN CASE B. <br />2. IF SIDEWALK IS LESS THAN <br />5' WIDE, THE FULL WIDTH OF <br />THE SIDEWALK SHALL BE DEPRESSED <br />AS SHOWN IN CASE B. <br />3. WHEN RAMP IS LOCATED IN CENTER <br />OF CURB RETURN, CROSSWALK <br />CONFIGURATION MUST BE SIMILAR TO <br />THAT SHOWN ON THE PLAN TO <br />ACCOMMODATE WHEELCHAIRS. <br />4. IF LOCATED ON A CURVE, THE <br />SIDES OF THE RAMP NEED NOT <br />BE PARALLEL, BUT THE MINIMUM <br />WIDTH OF THE RAMP SHALL BE 4'. <br />HANDICAP RAMP <br />5. SIDEWALK AND RAMP THICKNESS <br />SHALL BE 4" MIN. <br />6. THE RAMP SHALL HAVE A 12" WIDE <br />BORDER WITH 1/4" GROOVES <br />APPROXIMATELY 3/4" O.C. SEE <br />GROOVING DETAIL. THE SURFACE <br />OF RAMP SHALL HAVE A TRANSVERSE <br />BROOMED SURFACE TEXTURE ROUGHER <br />THAN THE SURROUNDING SIDEWALK <br />EXCEPT WHEN LOCATED IN CENTER <br />7. RAMP SIDE SLOPE VARIES <br />UNIFORMLY FROM A MAXIMUM OF <br />UP TO 12.5% AT CURB TO CONFIRM <br />WITH LONGITUDINAL SIDEWALK <br />SLOPE ADJACENT TO TOP OF THE <br />RAMP, EXCEPT IN CASE B. <br />8. 6' FOR 4 1/2" CURB HEIGHT AND 2% <br />SLOPING SIDEWALK. FOR 6" CURB <br />HEIGHT USE 8' RAMP OR CASE B. <br />9. RAMP SLOPES <br />SEE NOTE 8 4' MIN1:12 MAX. (8.33%) <br />TOP OF RAMP 1:15 MIN. (6.67%) <br />8.33% MAX. � 2% MAI. <br />ROUNDED -� <br />SECTION A -A <br />RETAINING CURB IF <br />NECESSARY <br />2% MAX. <br />SECTION C -C <br />COUNTY OF SAN JOAQUIN DWG R-10 <br />STREET SECTIONS AND DETAILS <br />X-1 <br />w <br />Z <br />O <br />Of <br />U <br />co <br />w <br />0 <br />Q <br />m <br />co <br />M <br />w <br />Q <br />0 <br />0 <br />8.33% <br />MAX. <br />X <br />Q S <br />:5LMD. 0 <br />N 11 <br />E NOTE 6 <br />Ir <br />o <br />w <br />C <br />4.5' MIN. FOR 4 Case B <br />112" CURB, 6' MIN. <br />FOR 6" CURB (SIDEWALK LESS THAN 5' WIDE) <br />FACE OF <br />CURB <br />SEE NOTE 6 <br />3/4" L I 1 <br />LIP �- a6��-- <br />c9 a a a o 4q <br />o <br />AX <br />M. <br />T- - <br />3 - ? -- <br />a N <br />1 1 2 <br />CLR. <br />(TYP.) <br />NOTES: <br />SECTION A -A <br />10 12" GROOVED BORDER. <br />2❑ #4 BARS 18" O.C. EACH WAY. THE ENTIRE WIDTH OF DRIVEWAY AND RAMP. <br />3❑. GUTTER PAN DIMENSIONS PER STANDARDS. (NO GUTTER PAN IN BUS PARKING ON THIS PROJECTI) <br />S= 1:12 MAX, 1:15 MIN <br />TYPE 2 COMMERCIAL DRIVEWAY <br />COUNTY OF SAN JOAQUIN DWG CW -C12 <br />NTS <br />% <br />� M-A_7� <br />Ln z_ <br />LC) :5 �< � � � <br />cn <br />\; o <br />U <br />12.5% MAX. <br />AT CURB <br />CROSSWALK <br />Case D <br />* 3' MIN. FOR 4 1/2" CURB <br />4MIN. FOR 6" CURB <br />NOTES: <br />1. IF DISTANCE FROM CURB TO BACK OF <br />SIDEWALK IS TOO SHORT TO <br />ACCOMMODATE RAMP AND 4' <br />PLATFORM, THE SIDEWALK MAY BE <br />DEPRESSED LONGITUDINALLY <br />AS IN CASE B. <br />2. IF SIDEWALK IS LESS THAN <br />5' WIDE, THE FULL WIDTH OF <br />THE SIDEWALK SHALL BE DEPRESSED <br />AS SHOWN IN CASE B. <br />3. WHEN RAMP IS LOCATED IN CENTER <br />OF CURB RETURN, CROSSWALK <br />CONFIGURATION MUST BE SIMILAR TO <br />THAT SHOWN ON THE PLAN TO <br />ACCOMMODATE WHEELCHAIRS. <br />4. IF LOCATED ON A CURVE, THE <br />SIDES OF THE RAMP NEED NOT <br />BE PARALLEL, BUT THE MINIMUM <br />WIDTH OF THE RAMP SHALL BE 4'. <br />HANDICAP RAMP <br />5. SIDEWALK AND RAMP THICKNESS <br />SHALL BE 4" MIN. <br />6. THE RAMP SHALL HAVE A 12" WIDE <br />BORDER WITH 1/4" GROOVES <br />APPROXIMATELY 3/4" O.C. SEE <br />GROOVING DETAIL. THE SURFACE <br />OF RAMP SHALL HAVE A TRANSVERSE <br />BROOMED SURFACE TEXTURE ROUGHER <br />THAN THE SURROUNDING SIDEWALK <br />EXCEPT WHEN LOCATED IN CENTER <br />7. RAMP SIDE SLOPE VARIES <br />UNIFORMLY FROM A MAXIMUM OF <br />UP TO 12.5% AT CURB TO CONFIRM <br />WITH LONGITUDINAL SIDEWALK <br />SLOPE ADJACENT TO TOP OF THE <br />RAMP, EXCEPT IN CASE B. <br />8. 6' FOR 4 1/2" CURB HEIGHT AND 2% <br />SLOPING SIDEWALK. FOR 6" CURB <br />HEIGHT USE 8' RAMP OR CASE B. <br />9. RAMP SLOPES <br />SEE NOTE 8 4' MIN1:12 MAX. (8.33%) <br />TOP OF RAMP 1:15 MIN. (6.67%) <br />8.33% MAX. � 2% MAI. <br />ROUNDED -� <br />SECTION A -A <br />RETAINING CURB IF <br />NECESSARY <br />2% MAX. <br />SECTION C -C <br />COUNTY OF SAN JOAQUIN DWG R-10 <br />STREET SECTIONS AND DETAILS <br />X-1 <br />w <br />Z <br />O <br />Of <br />U <br />co <br />w <br />0 <br />Q <br />m <br />co <br />M <br />w <br />Q <br />0 <br />0 <br />m <br />Ir <br />o <br />w <br />0 <br />w <br />o <br />O <br />Z <br />3 <br />Lu <br />Q <br />U <br />X <br />0 <br />J <br />0 <br />O <br />N <br />Q Z <br />O <br />U <br />Q <br />M <br />N <br />N <br />_ <br />� <br />n <br />o <br />W <br />w <br />¢ " <br />ZQ <br />n <br />o <br />Z Z <br />o <br />iO <br />U <br />J N H <br />Z <br />Q <br />W <br />(� <br />U O W <br />m <br />_0 <br />Z <br />U <br />4 <br />Z_ <br />N <br />�/�` <br />VJ <br />O _ <br />0 <br />N � <br />v <br />10 <br />0 <br />O <br />Ln <br />m X <br />Z <br />w <br />as <br />v `` <br />w <br />w <br />W <br />Q O N <br />Z <br />a <br />■■ W ZM <br />■■ o Q <br />> <br />W <br />� <br />_ u 01N <br />0 Q <br />o0C <br />J <br />N <br />L <br />W <br />Q <br />0 <br />Z <br />O <br />~~ <br />V <br />w <br />F- <br />Z <br />W <br />Z <br />Ir <br />0 <br />_LL <br />J <br />0 <br />U <br />0 <br />_ <br />� <br />° <br />E <br />U <br />Z <br />� <br />:-> <br />_0 <br />Z <br />U <br />Z_ <br />J <br />0- <br />�/�` <br />VJ <br />(3 <br />0 <br />z <br />W <br />10 <br />0 <br />O <br />N <br />Z <br />w <br />Z <br />w <br />W <br />Q <br />Z <br />a <br />> <br />W <br />� <br />o <br />x <br />o0C <br />J <br />LL <br />Q <br />0 <br />0 <br />N <br />~~ <br />N <br />w <br />F- <br />Z <br />W <br />W <br />0 <br />Z <br />:) <br />i <br />w <br />co <br />LL <br />=U <br />0 <br />0 <br />0 <br />Q <br />W <br />Z <br />W <br />u <br />o <br />N <br />N <br />_J <br />U) <br />01)Z <br />0 <br />� <br />F- <br />Y <br />N <br />i <br />U <br />0 <br />o <br />N <br />c� <br />cN <br />�- <br />W <br />T- <br />0 <br />0 <br />o <br />C <br />.. <br />