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INI f I —Y - 7% .1 24�--aooi PER o wa No. 2066 6 .36 1-7 -1 SEWER CONSTRUCTION NOTES @5 INSTALL 15" "EXTRA STRENGTH" VCP SEWER LINE (BEDDING PER DETAIL ON SHEET 1) ADJUST MANHOLE RIM TO GRADE AFTER FINAL PAWNG IS INSTALLED PER CITY OF FONTANA STD. 109 PROWDE MANHOLE SHAFT SAFETY LEDGE PER APWA STD. 330-1 CONSTRUCT 5' 0 MANHOLE PER CITY OF FONTANA STD. 112 (MANHOLE DEPTH>15' OR SEWER PIPE DIAMETER>15") INSTALL 6" VCP 45* ELL INSTALL 6" VCP PLUG REMOVE EXIS77NG SEWER MANHOLE INSTALL 15"X6-" VCP WYE PROTECT EXISTING UTILITY IN PLACE (TYPE AS SPECIFIED) INSTALL 6" SEWER LATERAL I BASIS OF BEARING DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU nIG TOLL FREE I -BOG -227-260D A PUBUC SERVICE BY UNDERGROUND SERVICE ALERT THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM ZONE 5. BASED LOCALLY ON THE COUNTY OF SAN BERNARDINO GPS STATION 20377 FILED IN BOOK 004015 PAGE 001548 ON FILE IN THE OFFICE OF THE COUNTY SURVEYOR OF SAID COUNTY AND GPS STATION 20384 FILED IN BOOK 004015 PAGE 001555 ON FILE IN THE OFFICE OF SAID COUNTY SURVEYOR. BENCHMARK ELEV. 1077.40 LOCATION: A CHISELED BOX IN EASTERLY TOP OF CURB TAMARIND AVE., 60' SOUTH OF TAMARIND CT., 500' SOUTH OF SLOVER AVENUE. . NO. 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 REVISED SEWER ALIGNMENT 5/05 Wf* REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE REVISED ELEVATIONS 4/05 hAV 10 -7 WITH STANDARDS IN EFFECT. REVISION DESCRIPTION DATE ENGR. CITY DATE 40�— 1% 4 H NO. 33366 EXPIRA11ON 6-30-2006 clvl\� OF 0 4�.. Huitt-Zollars, Inc. Ontario 1101 S. MILLIKEN AVENUE, SUITE G * ONTARIO, CALIFORNIA 91761 * (909) 390-8400 APPRovED BY MAURICE H. MURAD 2 2,� ;; �; ,, �. - � .0 - if m - R.C.E. 33366 EXPIRES DATE 6 — 3 0 — 0 6 1;/Z ji/mC Lil SCALE. Ap 40 0 1 to 2" 3 is I -- I 0 40' 80, 120 COURSE DATA TABLE BEARING DISTANCE_ 1 N89*29'21 " E 79.50' 2 N89-29'21 *'E 19.50'_] SEWER LATERAL TABLE LOT NO. DESGN AS BUILT BACKFLOW_ LOT 15 17+90.00 YES LOT 16 14+96.00 YES LOT 16 11+26.00 NO LOT 18 15+53.00 YES LOT 19 10+82.00 NO FUTURE 17+lZOO NO I PR07ECT ALL EMSTING UTIUTIES IN PLACE UNLESS 07HERMSE NOTED. NOTE: - HORIZONTAL AND VERTICAL LOCATIONS TO BE VERIFIED- IN THE FIELD AND ENGINEER NOTIFIED OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. CITY OF FONTANA, CALIFORNIA SEWIEHO. 6NPrv"-a'00w[EN1EH7 [PLAHS DRAWN BY: LINE A SCALE: H -Z STAFF HORIZ.: 1*=40' PLAN & PROFILE VERT.: 1"= DESIGNED BY: FROM SANTA ANA AVE TO DATE: M. H. M. -tPOOF NORTH Pf SANTA ANA AVE 02-28-2005 CHECKED BY: APP�OVED BY DWG. NO.: 2 M.H.M. Lp (-7(&5r — 3791 Cl-�( ENGINEER R.C.E. .51152 DATE: 71, Cq 0 Cq 0 0 0: 51 in el C14 0 0 C-4