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STREET SECTION CHART <br />SHEET <br />STREET NAME <br />STATION <br />FROM TO <br />R/W <br />CURB <br />WALK <br />PAVEMENT <br />T. 1. <br />R.V. <br />ALT. 1 <br />A. C. <br />A. B. <br />9 <br />MONTE VISTA DRIVE <br />17+11.70 <br />25+7353 <br />50 <br />ROLL-OVER <br />4.5' <br />32' <br />4.0 <br />5 <br />2.0" <br />9" <br />10 <br />MARIA COURT <br />10+00.00 <br />15+53.50 <br />50 <br />ROLL-OVER <br />4.5' <br />32' <br />4.0 <br />5 <br />2,0" <br />9" <br />11 <br />ZONE STREET <br />10+00.00 <br />18+54.39 <br />50 <br />ROLL-OVER <br />4.5' <br />32' <br />4.0 <br />5 <br />2.0" <br />9" <br />12 <br />HARRISON STREET <br />10+00.00 <br />19+91.81 <br />60' <br />ROLL-OVER <br />4.17" <br />VARIES <br />4.0 <br />5 <br />2.0" <br />9" <br />R 60' R/W 2 <br />Q (2.0' TO 5.919 <br />(16.09' TO 20.0') <br />\AGGREGATE SUB -BASE <br />4' 2" ROLL CURB, GUTTER & SIDEWALK <br />SEE DETAIL THIS SHEET <br />HARRISON STREET SECTION <br />SEE DETAIL THIS SHEEP <br />UNLESS OTHERWISE NOTED. <br />50' R/W STREET SECTION <br />(SAN ✓OAQUIN COUNTY STANDARD DWG. NO. R-1) <br />4'-6" <br />SCORE MARK IF MONOLITHIC POUR <br />1/4" PER FOOT, <br />a ��\ d 41 <br />5/8" x 24" LONG STEEL DOWELS, GREASED AND WRAPPEI <br />ONE SIDE THROUGH ALL EXPANSION AND COLD JOINTS. <br />APPROVED BY: <br />LINDEN COUNTY WATER D/SIR/CT <br />4-/4/9 <br />GENERAL MANAGER DATE: <br />LINDEN COUNTY WATER DISTRICT <br />12' <br />d' v <br />a. ry a <br />6" I 6" <br />24" <br />An <br />ROLL CURB, GUTTER & SIDEWALK <br />(SAN JOAQUIN COUNTY STANDARD DWG. NO. CW -C6) <br />DETAIL SHEET <br />3" <br />LINDEN, <br />(o <br />FLOR RANCH <br />UNIT NO. 1 <br />EX. EP <br />hZ�: <br />m- <br />;o <br />I <br />} <br />I <br />8. 4 <br />+ <br />N <br />m <br />- <br />25foo <br />2 MIN. <br />I <br />O <br />I <br />�W <br />JW <br />W <br />2 <br />h <br />EXISTING EDGE OF PAVEMENT AND <br />EXISTING CENTERLINE ELEVATIONS ARE r <br />LOCATED ON <br />THE CENTERLINE OF <br />PROPOSED MONTE VISTA DR.-,,,, <br />DRIVE <br />CALIFORNIA <br />EXISTING PAVEMENT <br />MONTE VISTA DRIVE AND <br />EX. <br />n n <br />N <br />HARRISON STREET INTERSECTION <br />EX. HARRISON ST. <br />EXISTING PAVEMENT <br />REVISIONS <br />6" <br />1 I <br />I <br />I <br />I <br />� <br />I <br />Q <br />I <br />8. 4 <br />� <br />I <br />- <br />25foo <br />2 MIN. <br />I <br />O <br />I <br />� <br />I <br />I <br />I <br />51 II <br />NOTES: <br />EXISTING EDGE OF PAVEMENT AND <br />EXISTING CENTERLINE ELEVATIONS ARE r <br />LOCATED ON <br />THE CENTERLINE OF <br />MONTE VISTA <br />DRIVE <br />EXISTING PAVEMENT <br />REVISIONS <br />6" <br />BACKFILL WITH MATERIALS EQUAL TO OR <br />BETTER THAN THE EXISTING PAVEMENT <br />AND BASE IN QUALITY. NEW PAVEMENT <br />SHALL BE 1" THICKER THAN EXISTING <br />PAVEMENT, MINIMUM OF 0.25 FEET. NEW <br />BASE SHALL BE 1" THICKER THAN EXISTING <br />BASE, MINIMUM OF 0.5 FEET <br />6" MIN. <br />_nom. � • � ' � '\ <br />COMPACT IN 12" MIN. LAYERS TO <br />A MINIMUM RELA77VE COMPAC77ON <br />OF 95X UNDER PAVEMENT AND <br />90X OUTSIDE OF PAVEMENT <br />COMPACT IN 24" MAX. <br />LAYERS TO A MIN. RELATIVE <br />COMPAC77ON OF 85X <br />COMPACT IN 6" LAYERS TO <br />A MIN. RELATIVE COMPACTION <br />OF 90% <br />---------------- <br />---------------- <br />10' <br />+ 20" MIN. <br />■ <br />M <br />NOTES <br />1. RELA77VE COMPACTION OF MATERIALS SHALL BE TESTED IN <br />ACCORDANCE WITH THE STATE OF CALIFORNIA, DEPT. OF <br />TRANSPORTATION TESTING MANUALS, TEST METHOD NUMBER <br />CALIFORNIA 216 AND 231. <br />2. ALL EXISTING PAVEMENT SHALL BE NEATLY CUT TO LINE PRIOR <br />TO TRENCH EXCAVATION. <br />3 JETTING OR PONDING WILL BE PERMITTED WITHIN THE STREET <br />RIGHT OF WAY WITH A 3 -YEAR BOND. <br />4. WHEN SHOWN BY SOIL COMPOSITION AND COMPACTABILITY, 90X <br />COMPACTION MAY BE USED, WHEN APPROVED BY THE DIRECTOR <br />OF PUBLIC WORKS. <br />5. SPECIAL BEDDING REQUIREMENTS MAY BE SHOWN ON THE PLANS <br />OR SPECIFIED IN SPECIAL PROVISIONS. <br />6. SHOULDERS SHALL BE AS SHOWN ON 7HE PLANS OR SPECIFIED IN THE <br />SPECIAL PROVISIONS BUT IN NO CASE SHALL THE SHOULDER BE LESS <br />THAN THREE FEET WIDE AS MEASURED FROM THE EDGE OF PAVEMENT <br />TYPICAL TRENCH BACKFILL <br />PER SJ.CO. STANDARD DWG. R29 <br />MCR Engineering <br />. PLANNING • ENGINEERING • SURVEYING <br />322 Sunweet Place *Manteca, Ce1N0rnla 95337.4347 <br />12091239.8229 FAX 12091239.8839 <br />f4MCj.4C&4 ),7411 <br />JOB NO. 98105 <br />DATE FEBRUARY, 1999 <br />SCALE NONE <br />DR. BY PH <br />CK. BY JR <br />FILE J.\98105\DETAIL <br />SHEET <br />NUMBER <br />3 <br />OF 21 <br />HYDRANT <br />PUMPER C1. 7LEi FACING STREET <br />o <br />2 MIN. <br />16 MIN. 4" MAX. 7 <br />20" MAX_ STANDARD <br />L- <br />8 VALVE BOX <br />4"CLEARANCE HYDRANT "T" <br />MECHANICAL JOINT <br />THRUST BLOCK- <br />�_jj <br />CONCRETE BLOCK THRUST <br />SECTION GATE VALVE BLOCK <br />NOTES: <br />1. HYDRANT MODEL TO BE APPROVED BY AGENCY. <br />2. SEE STANDARDS FOR LOCATION OF HYDRANT, <br />3. HYDRANTS SHALL BE CLEAN AND FREE OF CONCRETE. <br />i <br />4. HYDRANTS SHALL BE PAINTED YELLOW, IN ACCORDANCE WITH AGENCY STANDARDS. <br />5 6" DIA. PVC PIPE {AWWA C-900 WITH CIP EQUIVALENT O.D.) <br />66 FIRE HYDRANT LATERALS GREATER THAN 100 LF; SHALL HAVE A GATE VALVE INSTALLED <br />NEAR THE FIRE HYDRANT AS APPROVED BY THE AGENCY. <br />7❑ BREAK AWAY SPOOL WITH HOLLOW BREAK -OFF BOLTS WITH NUT ON BOTTOM AT <br />CONNECTION TO HYDRANT. <br />® EXPANSION JOINT MATERIAL WHERE HYDRANT IS PLACED IN CONCRETE. <br />REvisior, oATE <br />COUNTYWIDE IMPROVEMENT STANDARDS <br />APPROVED BY <br />COUNTY OF SAN JOAQUIN2" <br />712 <br />SAN COUNTY DATE <br />FIRE HYDRANT <br />ASSEMBLY <br />OIRECiOR OR OF OF PUBUC WORKS JUNE 1907 <br />IMPROVEMENT Cw-w18 <br />STANDARD NO. <br />BACKFILL WITH MATERIALS EQUAL TO OR <br />BETTER THAN THE EXISTING PAVEMENT <br />AND BASE IN QUALITY. NEW PAVEMENT <br />SHALL BE 1" THICKER THAN EXISTING <br />PAVEMENT, MINIMUM OF 0.25 FEET. NEW <br />BASE SHALL BE 1" THICKER THAN EXISTING <br />BASE, MINIMUM OF 0.5 FEET <br />6" MIN. <br />_nom. � • � ' � '\ <br />COMPACT IN 12" MIN. LAYERS TO <br />A MINIMUM RELA77VE COMPAC77ON <br />OF 95X UNDER PAVEMENT AND <br />90X OUTSIDE OF PAVEMENT <br />COMPACT IN 24" MAX. <br />LAYERS TO A MIN. RELATIVE <br />COMPAC77ON OF 85X <br />COMPACT IN 6" LAYERS TO <br />A MIN. RELATIVE COMPACTION <br />OF 90% <br />---------------- <br />---------------- <br />10' <br />+ 20" MIN. <br />■ <br />M <br />NOTES <br />1. RELA77VE COMPACTION OF MATERIALS SHALL BE TESTED IN <br />ACCORDANCE WITH THE STATE OF CALIFORNIA, DEPT. OF <br />TRANSPORTATION TESTING MANUALS, TEST METHOD NUMBER <br />CALIFORNIA 216 AND 231. <br />2. ALL EXISTING PAVEMENT SHALL BE NEATLY CUT TO LINE PRIOR <br />TO TRENCH EXCAVATION. <br />3 JETTING OR PONDING WILL BE PERMITTED WITHIN THE STREET <br />RIGHT OF WAY WITH A 3 -YEAR BOND. <br />4. WHEN SHOWN BY SOIL COMPOSITION AND COMPACTABILITY, 90X <br />COMPACTION MAY BE USED, WHEN APPROVED BY THE DIRECTOR <br />OF PUBLIC WORKS. <br />5. SPECIAL BEDDING REQUIREMENTS MAY BE SHOWN ON THE PLANS <br />OR SPECIFIED IN SPECIAL PROVISIONS. <br />6. SHOULDERS SHALL BE AS SHOWN ON 7HE PLANS OR SPECIFIED IN THE <br />SPECIAL PROVISIONS BUT IN NO CASE SHALL THE SHOULDER BE LESS <br />THAN THREE FEET WIDE AS MEASURED FROM THE EDGE OF PAVEMENT <br />TYPICAL TRENCH BACKFILL <br />PER SJ.CO. STANDARD DWG. R29 <br />MCR Engineering <br />. PLANNING • ENGINEERING • SURVEYING <br />322 Sunweet Place *Manteca, Ce1N0rnla 95337.4347 <br />12091239.8229 FAX 12091239.8839 <br />f4MCj.4C&4 ),7411 <br />JOB NO. 98105 <br />DATE FEBRUARY, 1999 <br />SCALE NONE <br />DR. BY PH <br />CK. BY JR <br />FILE J.\98105\DETAIL <br />SHEET <br />NUMBER <br />3 <br />OF 21 <br />