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STRENTH...Y ..... . ...... , ... ...... ..... . - ?1 W - - - - - _ - -- � CALLO LANE - = -- -- _ _ - - z 1 68' (if Fri 1 � iron 40 fx Lw- c ^ 34 34 B o z 1' 22' 22' 1' . QQZ I +O CD U 2 i 2 CONSTRl CT10N NOTA 15 16 17 18 19 20 t Z1 22 23 24 25 1 corvsTRucr 8~ EXTRA STRENGTH Y.C.P. SEWER MAIN PAD= 1661.4 PAD= 161.9 PAD= 1662.2 PAD= 1663.5 PAD= 1664.8 PAD= 1666.3 o c W - PAD=1671.6 PAD=1672.6 PAD=1674.1 PAD=1675.6 o cS PAD= 1676.1 z 2 CONSTRUCT 4�8'' PRECAST CONCRETE I�IOL.E PER CITY STD. DWG. NO. 2001 4 4 4 4 dog n 4 4 4 �= O O O co O O O �� J n J 3 CONSTRUCT 4 V.C.P. LATERAL dt HOUSE C� PER CITY STD. M. NO 2005 14 - 3 TYP. PROPOSED R V- " z ' " 4 CONSTRUCT BACKWATER CHECK VALVE .�.. �...,�. PROPOSED R/W 3 I .. , n.. �l ,:.' ' ... ]....J..K. � T .... k 1. . ................... .A .. .. : ..-..: ..-.-..-L..-....I�1.. .. ...A�.. .. ..1.1... .. .. .. .A1..1A... .. . ................... � .......... ......... -'� ... :. 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CL INTERSECTION ° ,� -" ;; STREET EATIQNING 33 32 31 30 29 28 27 f;.10 10+00.00 CL BERTINI WAY= abo - LOT '�A'° „ " ...r'"� 10+00.00 CL DORAN LANE 1 5' Z 5 PAD=1660.9 PAD=1662.2 PAD=1663.5 PAD=1664.8 PAD=1666.1 PAD=1668.6 PAD=1671.1 CL INTERSECTION - ""::,0-- STREET STATION �'�I I F : 4 4 4 4 4 13+22.02 CL BERTINI WAY- PARK "` �-= �D O O O O 11+77.05 CL GALLO LANE II STREET STATION 1-2! 20' i 20' ' 1 CL INTERSECTION 32'0-1 . 32" 13+22.02 CL BERTINI WAY= 64•11+75.05 CL GALLO LANE STREET STATION DOP%AN LANE SEE SHEET 3 BERTINI WAY I M � REV. Q LO0 N 0 0 . DIAL Tw❑ WORKING BEFORE '" DAYS BEFORE YOU DIG YOU DIG o TOLL FREE 1-800-227-2600 of A PUBLIC SERVICE BY UNDERGR❑UND SERVICE ALERT a 4' SEWER LATERALS TRACT 1 LOT NO. DESIGN STA. "AS -BUILT 0 STA . BACKWATER YE11 S NO 15 10+13.9 X 16 10+53.9 X 17 11+03.0 x 18 11+53.0 X 19 12+07.5 ° X 20 12+63.6 X 21 13+82.4 X 22 14+31.4 X - 23 14+81.4 X 24 15+25.8 X 25 15+50.8 1 X 26 15+54.8 1 X 27 13+56.9X 28 13+07.2 X 29 12+57.2 X 30 12+03.5 X 31 11+57.0 X 32 11+07.0 X 33 10+57.9 --fX REVISION DESCR'TION DATE ENGR. CITY DATE BASIS OF BEARINGS: Prepared By: CITY Of MONTANA C U"A NIA .1. SHOULD CONSTRUCTION OF REQUIRED PREPARED FOR: THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE SOUTH UhALLARD QRpf ESS/0N� IMPROVEMENTS NOT COMMENCE WITHIN - - - ENGINEERING o �o �. '( SEMR I�1 OF THE SOUTHEAST QUARTER OF SECTION 10, T1 N., RSW., S.B.M. AS �� �o �� It X15 TWO YEARS OF THE DATE OF APPROVAL STRATHAM HOMES, INC Ci1.vil Engineering - Land Surveying - Land Planning �� y Z SHOWN ON RECORD OF SURVEY, R.S. 35/9, BEING. N89 30 06"E �) DRAWN BY:E; T 4C'T Mal s SHOWN HEREON AND CARRIED FORTH IN 2201 DUPONT DRIVE, SUITE 300 16666 Seville Avenue h No. 36052 a H�tG DBW AS NOTED DIIIGENT (MANNER, THE CITY ENC�NEER MAY BENCHMARK Fontana, California 92335 W n IRVINE, CA 92612 CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. TEL 949 833-1554 (909) 356-181 Fax (909) 356-1795 � Exp. 6/30/16 �' DESIGNED BY: BERTINI WAY DATE: REQUIRE REVISIONS TO THE PLANS TO C ) TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W/0 SAN SEVAINE RD.,0j s Q. [LBW STA - A 11 February, 2015 BRING THEM INTO CONFORMANCE WITH IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. WESToaWZ - �qj� CIVIC ' CHECKED BY: APP D 4 CONDMOM AND STANDARDS IN EFFECT ALONG HIGHLAND AVE. FROM SIERRA AVE. Aay nd J. All d, 36052 Date � CpL�E TE: 2 s Z 5113 - E"ATM a (expires 6/30/2016) JAB CITY ENGINE R.C.E 51152 7 Flencme: 1:\Strathom Homes-129\Fontana 25oc\M's\Ffi DESIGN\sew\Phase 1\TR 18825-1. SEWER 04.dwg