Loading...
HomeMy WebLinkAbout3529-5LANDMARK DRIVE SEE SH T. NO. 4 54' I 27' 2' I 7' 20. 20 7' N 19 20 x1,\ Xpg• ,�p�,�x (ix i TRACT NO. 16176-2 LOT DESIGN AS—B&I-L—T BACKFLOW 1 18+64 NO 2 18+44 NO 3 17+65 YES 7 l l +34 YES 8 12+40 NO 9 12+62 NO 10 12+75 NO 11 12+70 NO 12 12+51 NO 13 11+58 YES 14 11 +39 YES 15 10+51 YES 21 17+22 YES 22 17+96 YES 23 18+17 NO 24 19+05 NO WLI TR• NO. 16176-2 3 2 BF 4 ,1 4 \ \ 3 3 N 39'1 03" W _ 18 \1 PROP. 8" WATER- j-� B 4 BF 21 22 23 TR. NO. 16176-2 TRACT NO. 16176 LOT DESIGN AS—BUILT BACKFLOW 10 22+05 NO 11 22+00 NO 12 21 +34 NO 13 21+14 NO 14 20+30 NO 15 20+10 NO 16 Prepared Under The Supervision Of : NO 17 19+65 NO 18 19+85 NO 19 20+80 NO DRANdN BY: 10601 CHURCH STREET , STE. 107 2TR. NO. 16176 19 1 17 18 0 PROP R/W 1 N o3 N 0 13 3 19 PROP R/W 14 16 15 20 12 11 10 E I TR. NO. 16176-2 I ' S4' I 27' 2 6 17 20' 20 I m 13 15 14 0 12 BF 4 BF ± BF 4 PROP R W TR. N0. 16176-1 o 9+95.00 CL M.H. 110 =13+75.81 CL LANDMARK DR �n =9+95.00 CL SATICOY PL 7 3 N 33'05'22" W N ro 3 10+00.00 CL SATICOY PL 114 1 10 =13+80.81 CL LANDMARK DR 10 WI PROP. 8" WATER z BF 4 5' PROP R/w—j 6 24 I �`` '`�'a, CONSTRUCTION NOTES: 3:`z �' (1�— INSTALL 8" EXTRA STRENGTH V.C.P. SEWER. TR. NO. 16176 ���`� 50 03 r (� CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO. 112 (0=48"). DO INSTALL 4" V C P SEWER LA TERAL CITY OF FONTANA STD. DWG. NO. 125. �+_pg (4- INSTALL BACKFLOW DEVICE. VIS TA THERXOPD i p!vltlnt: H w [,"; N i i i I,N LANE P)km' o' THs Erim"Is or E•lr{)"#r ATj0 J {FU1?t:'6a'� 0 eYr,0y�►�:/♦E.�+�y� rT/ry�,������•��s�p�/�+-5�� �.',�.�rw, r���ra e� f�,�e�?� �`;'a� ixx .�i'�a ��.�i�STi`�4"; I • a v' �.`"E"" �`?`_'<E.= �a i;' / `", A F'_1'flL T TH Ai Q O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE to;, e_ � r, �� ,�l 7s TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DWG . °5 LANDMARK DRIVE SEE SH T. N0. 4 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT FANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. i 8 TR. NO. 16176-2 BENCH MARK: # No. 615 BASIS OF BEARINGS: R L THE BEARING OF N00'16'441W ALONG QA RAILROAD SPIKE AT INTERSECTION THE WEST LINE SECTION 30, 70.45' OF CITRUS AVE. AND LOS CECROS T TOWNSHIP 1 NORTH, RANGE 5 WEST, 15'05'29" AVE., IN POWER POLE N0. 9011E AVTHE SAN BERNARDINO MERIDIAN, AS SHOWN 131.80' ON EAST SIDE OF CITRUS AVE. ON TR. NO. 15908, IN BOOK 271, 405.00' ELEVATION: # 1467.59 PAGES 34 THROUGH 39 OF MAPS. Prepared Under The Supervision Of : PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. G Z 3 No. 36637 c DRANdN BY: 10601 CHURCH STREET , STE. 107 D. M. * Expi 06-30-04 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 DESIGNED BY: -I CIvl\- �c'ti� EF. F�FCA�IF� , ate CHECKED BY - Y:RCE RC E36637 EXP. 06-30-04 WLI 11 0� \ ��o Nryx \\ J 3 � � / Q 10 0 W W 0 0 R L T QA 4'03'24" 995.00' 70.45' 35.24' © 15'05'29" 995.00' 262.08' 131.80' © 19°39'22" 405.00' 138.94' 1 70.16' V CITY OF FONTANA, CALIFORNIA SEWER l PRO VEMENT PLAN A' 16176 & 16176-2 TRACT NO. SCALE:AS SHOWN MRA VIS,TA A LAE DATE: A T1L Y CE SEPT. 2003 APP BY.. DRAWING NO.: 5 �403529 s CITY ENGINEER R.C.E. 51152 4DV' JA826-1177\Sewer\sew05.dwa. 02/09/2004 03:03:04 PM. DM