Loading...
HomeMy WebLinkAbout1450B-4- - - - — 4z,. wA72EA SPECIAL NOTE - AMN D04 Contractor to pothole lateral crossing locations of the existing 1611/1011/411 gas lines prior to construction to verify depth of said gas lines so as to insure that lateral crossings can be accomplished. /08-/,Z7,84/ //V67AI-1- 10LA17 57'0, NO. //Z A// -/OZ E Z- ' s-5 v Vs w f - Lam - 2 J P�-i�i1\l �161� f T1 f1 i/r---_----_—_— 7r-- -— — - — /- P^ _ JOAN EXlST1JUG 5' TUE!> -t r./ V .k �Lr /V PSS' /8' 55" L 0 I //af.2 7.8d/ //VS rAZ-I- 10 �E^ sTo, /10. n� SEE SIE121RA► IMOUSTRIAL IPA.MK SEWE12 MAMS SHEET Cv OF 13 .SLovcp, Avzmac 4 ) SCALE 111 = 40 BENCH MARK NO.1 DATE S. B. CO. Brass Disk 13-1 4.5 miles west along S. P. R. R. from. Sierra Avenue Overcrossing & 0.5 miles east of Etiwanda Overcrossing, Headwall for Bay of 5 large CMP over Etiwanda Wash. ' Elevation 993.449 ft. Equation: Add 0.26 ft. to plan elevation to obtain benchmark datum. .Pj\/1 8-eJ6 Pfl-\ IR J //3-f 776-e/ //VSTALL 1^7A 1/H4GC s pC-, z, 67'0, /v0. -- �,gOPdSE� y "o .gC SOUTH/ AB4NLbN - - - - /!,• FUEL y•'C�AS ... _ . -- - - /2" WATL/? REVISION CK.B krue er engineering P 9 9 CITY OF FON TAN A & associates civil engineering - land surveying PUBLIC WOR KS DEPARTMENT 568 north mountain view, suite 230 san bernardino, california 92401 DESIGN BY 5 4L4AA/ SCALE 884-2159 /= C).34� 1--.6.Z 64 0 VZA A VZ MUZ DRAWN BY DATE r ST -A7-10 t/ 106V�27S'/ TO //3-/ 77.8-41 8 1Z-'6/8 7 7 CHECKED BY IV4A,� DWG. N FRED J. BABBKT R.C.E. 27674 DATE .0 APPROVED BY EXP. 3-31-90 CITY ENGINEER R.C.E. 18932 .