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C) _r J -V - fl—\\l - L7- -ji 1\ I U - r. - _. ji �_o : & . lm"�f r-1 & E x - . : x . : M 1_____________j1 - I - i - 1____G1___ �� I i ; i x ; �11 ! : . . � `� I � I �� i� i :: : . SCALE: I"=40' 319 22+89 1 ZZ+3 to - 1, x 2 2Z+86,,-,1 : _4 - I - � __�- 280 21+20 Z I + 4:,'7 111. �'. . 2�2 21 + 71" "ZI 465 MARK REVISIONS ENCINEER DATE Ap cay DATE - - PRIVATE ENGINEERING E DIRECTION OF: C=E= C= BASIS OF BEARINGS:- Underground Service Alert NOTE ' C=C=====C= C�= J.F.DAVIDSON ASSOCIATES,INC C I TY OF FONTANA, CALIFORNIA �) m Call: (NOT REQUIRED BY GOVERNING AGENCY) I � I TESS' =E�3E3 EE�=� ENGINEERING PLANNING SURVEYING LANDSCAPE ARCHITECTURE ____ � GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION I _ 1/1�;� RI'VERSIDE CA 92501 RIVERSIDE, CA 92502 TEMECULA, CA 92390 1 k_j L_j L_ I \-,/ V V \_j I \ I \ 1--) I V I I I 11 -1 HICHLAND AVE. PER TRACT CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE 1 4 , -_ 714 686-0844 714 683-0209 (619)360-3780 714)676-7710 3348, M.B. 47-14 SAN RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF -1 I . i i rl�-m y- W. S I I/ 3 R.C.E. 35458 FAX 714-686-5954 FAX 714-686-5807 FAX 619-360-3789 FAX 714-699-1981 Drawn by: - Scale: I I TY CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS . No. SEWER IMPROVEMENT PLANS BERNARDINO COUN AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY Exp. F'30"11r— Dote: Is/mft t J.S. CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND * Ev. - - $ '& BENCHMARK: FOUND 2" BRASS DISK IN TOP OF OLD GAS STATION ISLAND AT - --AS SHOWN RECORDS. TI CTOR FURTHER AGREES TO DEFEND, INDEMNIFY - Designed by: A KAY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL , S.S. p .1 Date: TWO WORKING DAYS BEFORE YOU DIG LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE � � Ak . I __ I I JV . S.E. CORNER OF CITRUS AND HIGHLAND STAMPED S.B. Co. SURV I STA. 21+00.00 TO STA. 25+04.95 . -DEC. 1991, ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. � REVISIONS ENGINEER crry _� Checked by: .0. Approved':-O4rz:W.-r44e.-oO'4*mL.Oftigdt 3-77-9Z - Dr. No.: r' "w