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M <br />x <br />x <br />E� <br />PILE DATA <br />DESIGN LOAD <br />SPECIFIED <br />PROBABLE <br />LOCATION <br />CLASS <br />(SERVICE LOADING) <br />TIP ELEV <br />TIP ELEV <br />ABUT <br />I <br />70C <br />70 TONS <br />-60 <br />-65 <br />ABUT IRET <br />WALL <br />45C <br />45 TONS <br />-56 <br />-61 <br />BENT <br />2 <br />80 <br />80 TONS <br />-67 <br />-72 <br />BENT <br />3 <br />80 <br />80 TONS <br />-67 <br />-72 <br />BENT <br />4 <br />80 <br />80 TONS <br />-67 <br />-72 <br />BENT <br />5 <br />80 <br />80 TONS <br />-67 <br />-72 <br />BENT <br />6 <br />J6` OCIP <br />90 TONS <br />-80 <br />-83 <br />BENT <br />7 <br />80 <br />80 TONS <br />-67 <br />-72 <br />BENT <br />8 <br />80 <br />80 TONS <br />-67 <br />-72 <br />BENT <br />9 <br />80 <br />80 TONS <br />-67 <br />-72 <br />BENT <br />/0 <br />80 <br />80 TONS <br />-67 <br />-72 <br />BENT <br />// <br />J6" OCIP <br />90 TONS <br />-80 <br />-83 <br />BENT <br />12 <br />80 <br />80 TONS <br />-67 <br />-72 <br />BENT <br />/3 <br />80 <br />80 TONS <br />-67 <br />-72 <br />BENT <br />14 <br />80 <br />80 TONS <br />-67 <br />-72 <br />BENT <br />15 <br />80 <br />80 TONS <br />-67 <br />-72 <br />BENT <br />16 <br />J6` OCIP <br />90 TONS <br />-80 <br />-83 <br />BENT <br />17 <br />80 <br />80 TONS <br />-67 <br />-72 <br />BENT <br />/8 <br />80 <br />80 TONS <br />-67 <br />-72 <br />BENT <br />19 <br />80 <br />80 TONS <br />-67 <br />-72 <br />PILE DATA <br />LOCATION <br />CLASS <br />DESIGN LOAD <br />SPECIFIED <br />PROBABLE <br />(SERVICE LOADING) <br />TIP ELEV <br />TIP ELEV <br />BENT 20 <br />80 <br />80 TONS <br />-67 <br />-72 <br />REST PIER 21 <br />J6` OCIP <br />90 TONS <br />-80 <br />-83 <br />PIVOT PIER 22 <br />36" OCIP <br />120 TONS <br />-80 <br />-83 <br />REST PIER 2J <br />J6` OCIP <br />90 TONS <br />-80 <br />-8j <br />BENT 24 <br />80 <br />80 TONS <br />-67 <br />-72 <br />BENT 25 <br />80 <br />80 TONS <br />-67 <br />-72 <br />ABUT 26 <br />70C <br />70 TONS <br />-60 <br />-65 <br />CONTROL HOUSE <br />80 <br />30 TONS <br />-62 <br />-67 <br />FENDERS <br />x <br />30 TONS <br />-62 <br />-67 <br />x Treated TImber Pile <br />DIST COUNTY ROUTE <br />10 S i <br />1080W k-, /"11 <br />REGISTERED CIVIL ENGINEER <br />POST ViLES <br />TOTAL PROJECT <br />NO I � "q,33 <br />PLANS APPROVAL DATE <br />IMMEN & ASSOCIATES, INC. <br />9833 Horn Road.Sulte C <br />Sacramento, Calif ornla 95827 <br />SHEET TOTAL <br />NO. SHEETS <br />25 105 <br />�*VESSIO/V4� <br />ENNIS D. PECCHI <br />Of No. 32049 <br />Exp. 12/31/96 <br />CIVIL <br />F C t <br />Notes: <br />I r1nd1cates bottom of footInG elevGtlon. <br />Elevatlon Datum: Natlonal Geodet1c Vert1cG1 Datum (NGVD) <br />Reference Bench Mark <br />NGS 40478, Elev 9.4,32 ft NGVD <br />Located on top of the of the north concrete <br />wIngwall at the west Abutment of the exIstIng <br />Bacon Island Road BrIdGe. <br />HYDROLOGIC SUMMARY. <br />Tfdal Range: MHW El. +2.7 ft. NGVD <br />YLW El. -0.4 ft. NGVD <br />Base Flood: /00 year frequency, El. +7. 3 ft. NGVD <br />4 "(measured along BrIdge) <br />3 Spaces 4(?\ - 12(Y J(Y 129 129 2 Spaces <br />29,13 15 Spaces J(Y - 45(Y <br />Nl� @ 35"- 70' �AerlGl Power Unes <br />C) <br />Ln <br />\0, <br />V" <br />LLJ <br />tv t <br />v <br />L0 <br />p t L0 <br />X <br />�2) <br />% <br />0� <br />t t ty) <br />t <br />(.0 t <br />(\j N <br />t\j <br />It <br />t <br />X NJ West Levee Rd <br />Curve �2) <br />t t <br />COD <br />:3 A - 12*29'04 <br />Cz <br />(10 <br />R /000' <br />West Levee Rd <br />....... . ......... . ......... <br />L - 217.89' <br />Q- 4) T 109. J8 <br />Curve 01 \ \ \ \ R 1 1\ <br />........... <br />LLJ <br />A - 7Sq5051` <br />R - 325 <br />Vl�".� <br />140 <br />L - 453. Ir Buried \1' <br />BrIdge <br />........... <br />T 272.14' x <br />Telephone ,;On. <br />1'3rlqge 1 Stu 12+75.16 POC <br />L/ne - 4 <br />East Levee Rd <br />T- <br />Sta 29+59.73 PRIC <br />1, 1, it t,% t� <br />tit <br />West Levee Rd Sta 19�9\9 PQC 29+41.51 8C <br />pot <br />S 187025"55" E <br />BrIdGe Sta 2+1,3. 00 <br />t 't <br />�V' ot, 1, <br />s <br />N5X, 952.41 SIpho C Abut 26 <br />2-12"d <br />West Levee Rd <br />El, 70,3,480.18 <br />0 ........ 5t6 12+14.19 Curve r9 <br />"'A <br />11H ij For pl/e spacIng,"" see 4butment, <br />1-4.001 8ent, & Pler 6heetsl A - 16'50`14' <br />t� "'VO <br />-\0 <br />R 62 <br />West Levee ,"Rd <br />L - 18.22 <br />ISLAND .1 <br />T 9.18 <br />o, <br />(A t <br />t <br />Aerlal 14) <br />power <br />0 J .... ..... <br />West Levee Rd <br />Zt- <br />0% <br />L/ne <br />Curve <br />0 <br />RECORD DRAWING <br />A - 10825'44"' <br />Co(rections By <br />BrIdge <br />�40changeslBy <br />R 945" <br />4 P <br />curve <br />- 172. Or <br />L ot!", 0 <br />Date <br />T 86.24 <br />A 79*4,(-Y44' Any Person Using This Drawing Should Vanty <br />tA <br />nfi,)rmatinn Ry I n�oectlnR The Site Of INq k <br />R 62 <br />L 86. J8 <br />T 51. 87 <br />0 <br />AD <br />PLAN <br />50' <br />......... .. . <br />72 <br />East Levee Rd <br />DESIGN OVERSIGHT <br />C <br />SIGN OFF DATE <br />4- <br />LO <br />0 <br />00 <br />0 FORM DC-OE-92-PF (REV. 3/88) <br />COUNTY OF SAN JOAQUIN - DEPARTMENT OF PUBLIC WORKS DESIGN BY G. DINI <br />Senlor Enalneer i Date ADPrOVOI Recommended Bv I Date BY <br />I I DETAILS K. DRESBACH <br />FILE NAME DRAWER SHEET NO. QUANTITIES BY J. MA <br />CHECKED <br />D. PECCH I A <br />CHECKED <br />G. D I N I <br />CHECKED <br />C. F. YANG <br />ORIGINAL SCALE IN INCHES <br />FOR REDUCED PLANS <br />PREPARED FOR THE DENNIS D. PECCHIA <br />COUNTY OF SAN JOAQUIN PROJECT ENGINEER <br />DEPARTMENT OF PUBLIC WORKS <br />I I I I I I I CU <br />0 1 2 3 EA <br />13R DGE NO. <br />29 1 C-Io8 BACON ISLAND ROAD BRIDGE AT MIDDLE RIVER <br />POST MILE FOUNDATION PLAN <br />DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET Ol <br />EARLIER REVISION DATES ok-061`13 �-12 I'M-14 110-221 1 1 S8 S46 <br />-9� -93 <br />- 92�11 - I I I <br />3 (2--f 0�s, e <br />