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THICKEN SLAB AT ED6ES, <br />TYPICAL A5 SHOWN. <br />Q <br />- Q - r PROPOSED SHOULDER <br />25 D 11.25 D <br />THICKENED SLAB EP6E <br />DETA I L A <br />NO SCALE <br />SAW OR PREMOLDED <br />STRIP, PLACE JOINT <br />'V' 2 SEALER AFTER CONC. <br />q F 15 CURED. <br />TYPICAL CRACK CONTROL JOINT <br />IDETA I L B <br />NO SCALE <br />516" DIA. x 36" SMOOTH J <br />DOWEL AT 24" O.G. <br />THICKEN SLAB, 5IM. TO <br />THICKENED E96E DETAIL <br />cc: yid <br />_ WRAP W/ BUILOIN6 PAPER <br />OR 6REASE ONE END TO <br />` ALLOW FOR MOVEMENT <br />DOWEL <br />ll <br />JOINT SEALER <br />INSTALL A 3 1/2" x 1 112" <br />KEY AS SHUM, W/ 1:4 SLOPES <br />COMPACTED NATIVE <br />KEY <br />NOTE <br />ALL GOLD JOINTS SHALL BE EITHER <br />KEYED OR DOhELED AS PER TH15 DETAIL. <br />TYPICAL COLD JOINTS <br />VE7A I L G <br />ZZL�TS7 <br />GENERAL NOTES <br />I . CRACK CONTROL JOINTS SHALL BE PLACED AT THE LOCATIONS A5 5HOHN <br />ON THE PLAN. JOINTS SHALL PENETRATE A MINIMUM OF ONE QUARTER <br />OF THE DEPTH OF THE CONCRETE SLAB. THE CONTROL JOINTS SHALL <br />BE LOCATED TO ALI6N KITH THE EX15TINO FACILITIES 5HOM ON THE <br />PLANS. IF ADDITIONAL STRUCTURES ARE FOUND TO EXIST, CONTACT <br />THE ENGINEER. <br />2. ALL GRAM: AND CONSTRUCTION JOINTS SHALL BE SEALED KITH AN <br />APPROPRIATE JOINT SEALER TO PREVENT NATER SEEPAGE. <br />3. ALL COLD OR CONSTRUCTION JOINTS SHALL BE EITHER KEYED OR <br />DONELED AS 5HONN ON THE DETAILS. <br />i <br />I7"; <br />--+ <br />111\\ <br />/ v v 78 <br />INSTALL 5" P.G.G. ti• <br />NATIVE, CCNPACT® \b' 12 <br />\ \ 0 A TO 45% R. D. F <br />- -=L <br />i <br />- a 211.50' _ <br />0 <br />3:1 MAX.- <br />- 6.B. x� <br />--— — — — — — <br />— 2n.50! -'-L=10.94 -- - � '--L=13.20 <br />/ INSTALL 113 L.F. b` <br />CURBING AS PER THE <br />I� 'K • / DETA I L ON SHEET 3 <br />_ / 7 TYP. ON EACH 51PE <br />OF THE BOAT RAMP. <br />I <br />77 <br />\ q <br />— <br />\ I <br />b W . <br />I <br />_ I K 'A� � SII pK• I <br />n -V <br />w <br />176 I <br />K <br />I • b. I I <br />I bb• I I <br />4 I 4 <br />2d' � <br />I <br />\AA <br />25 <br />RECORD DRAVVING <br />Corrr, , <br />Anyp, i D '_p•ty <br />All irn„ni'o_� r x' i Alk <br />CONCRETE PAVEMENT <br />I. CONCRETE: PORTLAND GEMENT CONCRETE PAVING SHALL BE CLA55 B <br />AS DEFINED IN THE STATE OF CALIFORNIA STANDARDS, WITH A 26 <br />NOTE DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH AS <br />A MINIMUM, AND A MAXIMUM SLUMP OF 3 INCHES. CONCRE'TE SHALL <br />THIS SHEET IS NOT A PART OF CONSIST OF A 5 SACK MIXTURE OF PORTLAND CEMENT, WATER, AND <br />THE SAN JOAOUIN COUNTY APPROVAL A66RE6ATE. PORTLAND CEMENT SHALL BE TYPE 11. A66RE6ATE5 <br />FOR THE IMPROVE -ENT PLANS. SHALL BE WASHED BEFORE USE AND BE FREE FROM ANY FOREIGN <br />MATTER. <br />2. THE A66RE6ATES SHALL BE 6RADED TO PROVIDE A PLASTIC, <br />WORKABLE MIXTURE OF MAXIMUM DENSITY WITH A MAXIMUM 5IZE <br />A66R65ATE OF 3/4 INCHES. THE WATER SHALL BE POTABLE AND NO <br />ADMIXTURES SHALL BE USED HITHOUT APPROVAL OF THE EN6INEER. <br />THE GEMENT, WATER AND A66RE6ATE5 SHALL BE COMBINED AT THE <br />BATCH PLANT AND BE THOROUGHLY MIXED. NO NATER SHALL BE <br />ADDED TO THE MIXTURE AFTER LEAVIN6 THE BATCH PLANT WITHOUT <br />16' APPROVAL OF THE ENGINEER. ALL CONCRETE SHALL BE PLACED <br />WITHIN 40 MINUTES AFTER THE INTRODUCTION OF WATER TO THE <br />CEMENT. THE TEMPERATURE OF THE CONCRETE SHALL NOT BE LE55 <br />8' 8' THAN 50 DE64;EE5 FAHRENHEIT AND NOT MORE THAN 90 DE6REE5 <br />FAHRENHEIT. <br />6" CURBIN6 WHERE <br />51 -CM ON THE PLAN 3. THE CONCRETE SHALL BE CONSOLIDATED BY VIBRATIN6. CONCRETE <br />WHICH HAS ROCK POCKETS OR MONEY COMBIN6 AFTER CURIN6 SHALL <br />DRAG: CONTROL BE REMOVED AND REPLACED. <br />�OR COLD JOINT <br />4. ALL CONCRETE SHALL BE CURED IN ACCORDANCE WITH SECTION <br />40-7.018 OF THE STATE OF CALIFORNIA STANDARDS AND VEHICULAR <br />TRAFFIC SHOULD NOT BE ALLOWED FOR 3 DAYS (AUTOMOBILE <br />TRAFFIC) OR 7 DAYS (TRUCK TRAFFIC). <br />51 P.L.G. OVB;'J SEE DETAIL A,J 5. THE 5" THICK CONCRETE PAVEMENT SHALL BE REINFORCED WITH <br />NATIVE, CGTPAGTH! THIS 54ff7, FOR "FIBERME5H STEALTH E3" POLYPROPYLENE FIBER, OR AN APPROVED <br />TO q5% R. V. THICKENED E26E EQUAL. THE APPLICATION RATE SHALL BE A MINIMUM OF 1.0 POUND <br />DETAIL PER CUBIC YARD AND SHALL BE MIXED AS PER THE MANUFACTURERS <br />RECOMMENDATIONS. <br />6. IF "FI3ERME5H" 15 NOT USED AND AN EQUAL 15 PROVIDED, <br />7YPICAL CR055 SECTION SUBMITTALS WITH SPECIFICATIONS SHALL BE SUPPLIED BY THE <br />CONTRACTOR FOR APPROVAL BY THE ENGINEER BEFORE USE ON THIS <br />$OAT RAMP PROJECT. <br />7. CRACK CONTROL JOINTS SHALL BE PLACED AT 12 FOOT MAXIMUM <br />NO SCALE INTERVALS AND SHALL PENETRATE THE CONCRETE SLAB A MINIMUM <br />OF 1/4 OF THE SLAB THICKNESS. <br />L <br />m <br />rt <br />71 <br />cl <br />V <br />s <br />C <br />M <br />ra0 <br />Z.:. <br />Y <br />(��D Z <br />LLj <br />.g00 <br />Z <br />v <br />Zgo <br />OW.0 <br />01 <br />W O M <br />M <br />~ <br />r 1 <br />_Z <br />_s <br />J <br />v <br />N QOF <br />Z' <br />Q <br />w(f) <br />m <br />RYAN CARREL, R.C.E. 61619 <br />DANIEL ENGLAND, R.C.E. 49026 <br />DAVE SKIDMORE, L.S. 7126 <br />DRAWN BY: J. S. H. <br />DATE: 6/14/05 <br />SCALE: 1 "=20' <br />DWG: 246-BREA <br />CHECKED: K{"1 <br />joB a 296E-04 <br />SHEET 3 17 <br />OF 45 <br />