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Home My WebLink About3529-2�if'J, QO2 i`i'i 9y 0� cis SJ, Ly9 9�F SEWER CURVE DATA O Q R L T 0 45' 58' 56" 245' 196.62' 103.95' © 06' 43' 45" 795' 93.37' 46.74' © 04' 54' 50" 405 34.73' 17.38' y 1_ ?o_ .0 25 rr �O,o 7 �PS CALE: 1" = 40 24 TR. N0. 16176-1 �Q 3� AS—BUILT BACKFLOW 2 NOS W0kc 14 ') YES ZOg 0� NO i 17+37 m s 23 22 21 NO 20 v r"q o m U 19 J Ci YES LO ^+ YES 21 14+26 IIS 22 Lai NO 23 13+07 PROP. R/W �— LO � i� ,N. 12+94 �4-- P 11+6J NO N 06'4452" W W W 13 _ 14 15 PROP.8" WATER 1 I 12 I27 I 2 20' 7' 0' LA NDMA RK DRI VE SEE SHT N0. 4 TOLL FREE �� 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT TR. N0. 16176-1 BROOKSIDE WAY Z 18 17 �� 2 19 m W W + 06 3 � I+ �J 17+77.33 CL M.H. 0 N 083 7" W ,� 17+81.48 BROOKS ==25+23.03 LOS CO) 8 1 N 13.2 '37.. w — 17 1 — 1 5' 17+86.45 CL E =25+27.97 CL b — — 27' 4 20 20' PROP. RW /(�1 26 7' 14 36"37 'z r7l16176 TR. N0' LOS CO YO TES STREET SEE SHT N0. 3 TH:' SE Rrlc 3'tD DFIAVVI ° 71� FiAYT- 8 E!J P = AF ~ I P111 W. IId BENCH MARK: #1t BASIS OF BEARINGS: PART M THIS- P"Srf, 0; t"" 07 F .TJ,. ,i C� AILED AND No. 615 FUV 'h D P'Y CTX -S'S. T117 E at '�� q,L 1joT PE RAILROAD SPIKE AT INTERSECTION THE BEARING OF N00'16'44W ALONG E, .j I'll 0°1 C' ' '"'"" """r'4 OF CITRUS AVE. AND LOS CECROS THE WEST LINE OF SECTION 30, �E 1 P';�� C`��>. _O I="T� T' LOCI ' AVE., IN POWER POLE N0. 9011E TOWNSHIP 1 NORTH, RANGE 5 WEST, A M— el ' 1 1 '1_0'A ON THE EAST SIDE OF CITRUS AVE. SAN BERNARDINO MERIDIAN, AS SHOWN �.,_.._ ;.. ON TR. NO. 15908, IN BOOK 271, ELEVATION: # 146759 PAGES 34 THROUGH 39 OF MAPS REV. REVISION DESCRIPTION DATE ENGR. CIN DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE W TH REC• DWG • CONDITIONS AND STANDARDS IN EFFECT. J j !� t� � t. E Prepared Under The Supervision Of < y�L..IIWq'CF, �� PREPARED IN THE OFFICE OF � �,MADOLE AND ASSOCIATES, I*!C. 2 Gy U 3 No. 36637 c 10601 CHURCH STREET , STE. 107 Expl06-30-04 * RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 E "3663 EWAM LOT DES/GN AS—BUILT BACKFLOW 13 15+12 YES 14 15+32 YES 15 16+41 NO 16 17+37 NO 17 +57 NO 18 16+37 NO 19 15+41 YES 20 15+20 YES 21 14+26 NO 22 14+02 NO 23 13+07 NO 24 12+94 NO 25 11+6J NO Z Q CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT ENT PLA N DRAWN M.A. TRACT No. 16176 & 16176-1 SCAAU: SHOWN DESIGNED BY: BROO/� (D"A Y DAM- N E. F. OCT. 2003 p0 CHECKED BY APP :., DRAWING NO.: !b o 2 KI 3529 CITY NGINEER R.C.E. 51152 DATE 5 CONSTRUCTION NOTES: J 0— INSTALL 8" EXTRA STRENGTH V.C.P. SEWER. 4' CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF Lai FONTANA STD. DWG. NO. 112 (0=48'). :z O3 — INSTALL 4" V.C.P. SEWER LATERAL CITY OF FONTANA STD. DWG. NO. 125. O 4� INSTALL BACKFLOW DEV/CE. 5O— REMOVE PLUG, JOIN AT EXIST/NG SEWER. W W Z Q CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT ENT PLA N DRAWN M.A. TRACT No. 16176 & 16176-1 SCAAU: SHOWN DESIGNED BY: BROO/� (D"A Y DAM- N E. F. OCT. 2003 p0 CHECKED BY APP :., DRAWING NO.: !b o 2 KI 3529 CITY NGINEER R.C.E. 51152 DATE 5