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It <br />G ENERAC NOTES: Top o1 pavement grade <br />Cast iron Frome and Cover - refer <br />to Improvement Standard No. C-5 <br />THE CONTRACTOR SHALL BE RESPONS/BLE FOR ALL PERMITS AND LICENSES Precast reinforced concrete <br />REQUIRED FOR THE CONSTRUCTION AND COMPLETION OF TYI5 PRt7✓ECT, grade adjustment rings <br />2", 3°, 4" B 6" sections <br />2. ALC /lA17PROVEMEN7'L5 TO BE DONE SHALL BE /N ACCORDANCE WITH 77/E REQUIRE- <br />as required- <br />MENTS OF THE SAN t/OAQU/N COUNTY DEPARTMENT OF PUBLIC WORKS CrAVDARD Precast reinforced 1 %a <br />SPECIFICATION 5 ; SAN ✓OAQU/N COUNTY BU/C DING DEPART/NENT,• AND THE 4A7a5r concrete cone. bt <br />st <br />EDIT/ON OF THE STATE OF CALIFORNIA/ DEPARTMENT OF TRANKSfPoRTATION.) All joints mortared and <br />STANDARD SPECIFICATION bonded with mortar on i W <br />both interior and exterior <br />IT 15 .Y'NTE/VOtdm THAT THC%5E PLANS AND &SPECIFICATIONS REQUIRE. ALL LABOR surfaces. 't 5 Mn' Q <br />AND MATER/AL5 NECESSARY AND /PROP6T FOR THE WORK CONTEMPLATED AND Precast reinforced manhole �' " g Q <br />THAT 7 -HE WORK BE COMPLETED /N ACCORDANCE WITH THE/Ie 7MUE INTENT pipes. ASTM C479,•41 <br />ajust ro 4'-0" Diam. <br />proper Ueoticn. (1,2',3', 9> IV V <br />AND PURPOSE. THE CONTRACT27R SHALL NOTIFY THE ENGINEER /MMED/ATELy 4whom as r•quireO Lowest <br />9E6ARD/N6 ANY D/SCREPANC/ES AND AMB/GU/TT/ES WH/CH MAY EX/ST <br />IN THE PL ANS OR SPEC/F/CAT/ONS. /F THE PLANS OR SPEC/F/CAT/ON5 DESCJrIBE �J <br />PORT/ONS OF THE WORK /N GENERAL 7ERM5 BUT NOT /N COMPLETE DETAILS L�.�:,�r _„• I ��'" ¢"STEEL WATER Z <br />IT /5 UNDERSTOOD THAT ONLY 77YE BECT GENERAL PRACTICE !S T20 f'REVA/L 4 �' ' `" ' '` ` —r I I I 1�' ��P LOCATED /4'E. U I <br />AND THAT O/VL Y MATER/AL5 AND WORKM4N6H/P OF THE FIRST QUALITY ARE 706E G(9ED, " Close "e" Concrete for io I I � (7P OF W. R/W <br />base. Pro -cost boa 1 I <br />4. 6U/LDIN PADS: CONTRACTOR TO PROVIDE COMPACTED PADS FOR BUILD/N6S moy be used if approved GO �� CN A R LES <br />ED TO THE ELEVATIONS SHOWN ON THE GRAD/N6 PLAN00 <br />. by the Engineer. <br />GRADI �( VO <br />t I O a� 19 A. C. PA VEMENT <br />,5. ALC COMPACT/ON TESTS TO BE PA/D FOR f3Y THE CONTRACTOR, ELEVATION I I Ip R/W I I <br />STORM SEWER MANHOLE `— 8-55 <br />(o, THE CONTRACTOR SHALL VERIFY LOCATION OF ALL EX/ST/NG UNDERGROUND EX15r I ; ; — — — — — — <br />UTILITIES AND ,SHALL CONTACT THE RESPECT/VE UT/C/TY COMPANIES PRIOR S. S. M. H. _ _ <br />I <br />TO COMMENCEMENT OF WORK. HE SHALL BE RESPON5/454E FOR THE LOCATION TYPICAL STORMAND PRESERVATION OF ALL SUCH FAC/L/T/ES /N THEAREA OF CONSTRUCT/ONS SEWER MANHOLE i��DI <br />AND SUS <br />HALL NOT/FY T/L/T/ETWENTY- FOUR C2¢) HOURS /N ADVANCE G10ANY 9 I I 1N <br />e <br />l <br />i <br />t <br />with fill <br />CONSTRUCTION, iUNOERGROUNO SERV/CE ALERT - CBOo6800,) -04Z- 2444. COUNTY OF SAN JOAOUIN 0 B <br />2a I ackwmaeres qual to or I <br />L I I <br />DEPARTMENT OF PUBLIC WORKS O. ��.' Defter than the existing pavement I I� <br />7. CONTRACTOR /S RESPONSIBLE FOR COORD/NAT/ON OF THE REMOVAL AND/OR e. do "d "91 y' ori I �y in quality and thickness. <br />RELOCATION OF ALL EX/STING UTILITIES WTH IRESPECTIVE UTILITY COMPANIES. Zr IN �G� Existing pavement <br />•n oveo w <br />B. DUST CONTROL r APPROPR/ATE OUST CONTROL SHALL 6E PROVIDED FOR T7 -!E n 1' I <br />(I 0 6 Compact In 12 max. Iayers <br />ALL EV/AT/ON OR PREVENTION OF DUST NUISANCE, AT THE CONTRACTOvRSEXPENSE. <br />HE 1. A - yp 6^Mia to a min. relative compaction <br />STANDARD N0. C -I (TYP) of 95%under pavement and <br />9. THE CONTRACTOR SHALL SE HELD RESFONS/BLE FOR ANY F/ECD CHANGES MADE — — — shoulders, and 90% <br />—_— — outside shoulders. <br />WITHOUT AUTHORIZATION FROM THF. CLk?L14 ErN�we, MOTE A I'-6° concrete cone may be used if approved by the Engineer. <br />/O. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, 6ARB/CAOES,FLA6MEN >° i' — Comum <br />mpactin?klayers <br />OR OTHE DEVICES NECESSARY 70 PRoV/DE FO/C PUBLIC SAFETY. p• — relative compociiA <br />of <br />//. CONSTRUCT/ON CONTRACTOR AGREES THAT /N ACCORDANCE WITH GENERAL ACCEPTED C3 I <br />CONSTRUCTION PRACTICES, CCIVSTRUCT/ON CONTRACTOR W144 BE RE+QU/,QED 720 to o minimum <br />NOTES °� Compact 6" layers <br />ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR 008 51716 CONDITIONS DURING t0" o. D. l0" relative compaction <br />L Relative compaction of materials shall be tested by the State of Coli}anis,�' Mm Of90 %. <br />THE COURSE OF CONSTRUCTION OF THE PROJECT, I1VCLUDIN6 SAFETY 40FA4,L Dept. of Transportation Testing Manual, test method No California 216 or 271. _ <br />PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL BE MADE 70APPLY 2. All existing p pavement shall ed neatly cut to lint prior to trench excavation. <br />.. # Jetting a ponding will be permitted within * street Right of Way with 7 year bona, <br />CONTINUOUSLY AND NOT BE 41M17 -ED TO NORMAL WORii/N6 HOOM.J ANO C 10VST- 4. When shown by soil Composition and cipoctibility, ninety percent (90%) RIGID CONDUIT <br />1 RUCTION CONTRACTO,Q FURTHEIe AGREES TO DEFEND, INDEMNIFY AND HOLD ,5T CO compaction may be used, when approved by the Director at Public Works, <br />G OE•S!(5N PROFESS /ONAL HARhIL E55 FROM ANY ANO ACC L /AB /L ITY, REAC OiQ <br />l ALCEGEO� /N CONNECTION WITH THE PERFORMANCE OF WORK ON THIS P1Fb✓ECT� <br />„10 ,1,CC!JAA1 I TYPICAL TRENCH RACK <br />by <br />Co"STEEL WATER Q <br />0. LOCATED /2'EAST <br />14V <br />OF R/W. J <br />FURNISH AND /NcSTALL /2"S. D. PIPE, <br />i <br />t <br />Ir—E• P. <br />STREET <br />EE <br />CL.. ZT RCP. SEE STD, PLAN NO. A-7 <br />I <br />FOR TRENCH BACKFILL. <br />tr <br />I <br />STREET NOT <br />�W <br />13 <br />I <br />CONSTRUCTEDI <br />N <br />it <br />I � <br />I <br />I <br />EXlBT. R/W-� <br />EX 15T, <br />S.S. M.H. <br />�PCACE SO S'NO, OF <br />ONSTRUCT S. D. M. H #Z <br />=R 5.,I. CO.5TANDARO <br />'O. C-/, SET TOP RIM <br />Co. 00 . (6 "3 ? e) <br />_ O <br />S- O.O/ I Pc <br />.5'STRI P DEDICA mo <br />7b SANt/OAQUIN COUNTY <br />E�- X!ST/NG F/NI SH GRADE <br />Lt/r9 TER MA /N <br />77wDER /2" 20 L. F. D(/CT. llQo.�/ <br />4 MIN.CLEAQJ Tr" F/E4LTH STZ?5TOR/"! SEWEQ <br />SEWEA — WA7_ER CROSS/NG DET,41L <br />AVO 5(;A4.9 <br />i <br />