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Last modified
10/15/2024 1:16:33 PM
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s <br />SCALE : I" = 40' <br />10+25.00 TRETHEWAY ROAD <br />SET MONUMENT <br />EXIST 12" G51' <br />EXIST E.P <br />10 II 12 6' 13 14 <br />EXIST E.P. _ 1w' 415 T 0 EXIST _ — – <br />-----L_ �__ - - -- --- - -- --- --- - <br />_ --- -ICL -- -� - - -- <br />INV. 4?.60REMOVE EXIST 8" G5P EXIST MAIL BOX EXIST 10" GONG PIPE <br />dQ � <br />1PLACE�x66' G.S.P. r�J J EXIST 8" GSP <br />Z EX15T PULL BOX I J <br />12' 12' < EXIST P.P. <br />} <br />Z I I � I� I z <br />I 1 lIM <br />� _ �II Q IF I >� <br />PROPOSED Y� <br />50' PRIVATE ROAD 4 , <br />PUBLIC UTILITY EASEMENT <br />TR ETH EWAY <br />ROAD <br />9+00 10+00 <br />11+00 12+00 13+00 <br />14+00 <br />. . . . . . . .00) . . . . . . . . .000 <br />. . . . . . . . .0 . . . . . . . . .0 <br />. . . . . . . . .0 . . . . . . . . N <br />:N .N <br />M <br />EXIST CL GRADE <br />'t <br />Lo Lo <br />Lo Lo <br />ko Lo.: <br />: Lo <br />EXIST E.P. (RT) <br />to (° <br />°° <br />� <br />.............. <br />� <br />�Lo <br />Lo <br />. <br />EXIST F/L (RT) <br />N <br />t0 O <br />to00)0). <br />d Wd. . . N <br />QO. .. ,� .� <br />It <br />N. �. .� .04 <br />.06 <br />n . . . <br />06 06 <br />06 00 <br />co M o6 <br />PROPOSED F/L (RT) <br />`n° <br />:. ^ :. <br />r06 <br />or a <br />d <br />d r <br />d. <br />....................... <br />.................... <br />. . <br />......................... <br />52 <br />5 2 <br />PLACE 12'xb6' 0.S.P: <br />REMOVE EX15T 12" <br />. PIPE EX15T E.P. GRADE (RT) <br />EXIST C &RADE <br />----- <br />EXI5T 10"GONG. PIPE <br />50 <br />5O <br />_ <br />= <br />— — <br />_-_-_ <br />—EXIST <br />EXIST 8' GONG. P1PE- <br />_ <br />— <br />DITCH F/L (RT) <br />--+ <br />r. <br />---- <br />------ <br />48 <br />48 <br />__, <br />INV.46.14 INV: 4809 <br />_ob i <br />INV. 46.16: <br />INV.: 48.41 <br />INV. 4`160 <br />INV. 4?SO INW. 4'1.95. <br />REMOVE EXIST 8' GONG. PIPE: <br />INV. 46.20 <br />INV. 4821 . <br />4 6 <br />46 <br />CONFORM TO EXIST F/L <br />CONFORM TO EXIST <br />F/L <br />PROP05W DITCH FA. (RT) <br />5=+3.90A5 <br />..................................................... <br />.................................................................. <br />................... <br />.................. <br />................................ <br />............................... <br />............................... <br />.................. <br />.......................................................... <br />a <br />. : <br />REVISIONS <br />0 <br />w <br />ENGR. <br />COUNTY APPROVAL <br />`'� o <br />�OFESS/ON <br />N0. <br />DESCRIPTION <br />INIT. <br />BY DATE <br />on $ N U') $ $ o $ M �O <br />CAST F. Sq� <br />JOB N0. 041167P2 <br />5EE94EL71 <br />h Q y �i <br />�� C-15372 <br />SHEET <br />EARNEST F. SMITH - CIVIL ENGINEER HARMONY GROVE LANE <br />BENCHMARK ELEVATION: DATE : 05/21/07 11:28 a.m. <br />i <br />r^ <br />SCALE HORIZ. : 1"-40' <br />EXP. 3-31-09 z <br />221 W. OAK STREET, SUITE B-2 PHONE (209) 334-6523 <br />SCALE VERT.: 1"-4' <br />LP �Q <br />LODQI, CALIFORNIA 95240 FAX (209) 334-2611 IMPROVEMENTS <br />2 <br />DRAWN : KDq�F <br />CIV\- <br />z <br />TR ETH EWAY ROAD PLAN & PROFILE <br />OF CA \�� <br />�/ R.C.E. NO.: 53747 of 15 <br />DESIGN EFS <br />E. F. SMITH, DESIGN ENGINEER EXP. DATE: 3-31-09 SAN JOAQUIN COUNTY STATE OF CALIFORNIA FILE N0. 041167P2 <br />CHECK : EFS <br />r!. <br />
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