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RE A -EX,.!RA 6 -- -------- 4- ------ - 29 30 31 32 33 PROFILE SCALE 34 35 VER11CAL: 1"=4' HORIZONTAL: 1"=40'— DIAL WORKING BEFORE DA BEFORE YOU DIG vr%1 TOLL FREE 1—BOD-227-260D A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT S55 SEE SHEET 5 40' 17.50'1 28.50'11 Jz ! I S16 I i� � I ! �'Lj S12 sil )KI Q Co if i _4 Cj CN + Jl� t N, ; 4, L L b, P 41- 1079.37 FL 12 n SEW S= 0. 02 1+ 1 'u: 1064.53 TOP 6 00 1063.93 C4 PROPOSE5_ 30" RC\p TOP 6" SE 106&15 BOT 30 SD Z) 11t ill I j-":, j N00731 39 W NOO*31 `39 w it it N 4 PROPOSED 36 RO 2 =0.02 L C x" Ld L 9;1 'l,35' EASEMENT TO THE CITY CL + QF FON TANA FOR, SEWER CY it? it t 1 0 Xi JUNE A '45, il L_j 136" 11�j PURPOSES S44 f /LOT 7 S55 S88 t 1 S89 BASIS OF BEARING 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: CHISELED BOX IN EASTERLY TOP OF CURB TAMARIND AVE., 60' SOUTH OF TAMARIND CT., 500' SOUTH OF SLOVER AVENUE. Ai REVISED ELEVATIONS 4/05 DISTANCE 1 N89*29'21"E NO. REVISION DESCRIPTION DATE ENGR. CITY DATE YES LOT 13 S16 S16 S12 S89 S12 S88 S11 S44 cr) _j 15 EASEMENT TO 774E WEST C -j VALLEY WA TER DIS TRI -C T FOR WATER PURPOSES lu ad + 0i %_ Cd 145 EASEMENT TO THE CI TY n 'OF + PROPOSED 12" WA TER Ll + FONTANA FOR STORM, ---DqAIN PURPOSES lu 0 S55 SEE SHEET 5 40' 17.50'1 28.50'11 Jz ! I S16 I i� � I ! �'Lj S12 sil )KI Q Co if i _4 Cj CN + Jl� t N, ; 4, L L b, P 41- 1079.37 FL 12 n SEW S= 0. 02 1+ 1 'u: 1064.53 TOP 6 00 1063.93 C4 PROPOSE5_ 30" RC\p TOP 6" SE 106&15 BOT 30 SD Z) 11t ill I j-":, j N00731 39 W NOO*31 `39 w it it N 4 PROPOSED 36 RO 2 =0.02 L C x" Ld L 9;1 'l,35' EASEMENT TO THE CITY CL + QF FON TANA FOR, SEWER CY it? it t 1 0 Xi JUNE A '45, il L_j 136" 11�j PURPOSES S44 f /LOT 7 S55 S88 t 1 S89 BASIS OF BEARING 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: CHISELED BOX IN EASTERLY TOP OF CURB TAMARIND AVE., 60' SOUTH OF TAMARIND CT., 500' SOUTH OF SLOVER AVENUE. Ai REVISED ELEVATIONS 4/05 DISTANCE 1 N89*29'21"E NO. REVISION DESCRIPTION DATE ENGR. CITY 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 WITH STANDARDS IN EFFECT. dw— 1w1% ESS/q4i, 4 00 C-.) NO. 33366 EXPIRAWN 6-30-2006 CIM, %%X, OF CN0 SCAL& to 40' 0 2" 3" DISTANCE 1 N89*29'21"E 0 40' 80' 120 SEWER CONSTRUCTION NOTES INSTALL 12" "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>1510) INSTALL 6" VCP 450 ELL INSTALL 6" VCP PLUG INSTALL 6" SEWER LATERAL S INSTALL 12"X6" VCP WYE COURSE DATA LOT NO. BEARING DISTANCE 1 N89*29'21"E 79.50' 2 N89*29'21"E 1 19.50' SEWER LATERAL TABLE LOT NO. DESIGN AS BUILT BACKFLOW LOT 13 33+76.00 APPR (�EED B war YES LOT 17 30+19.50 YES PR07ECT ALL EYJS71NG U71L171ES IN PLACE UNLESS 07HERMSE NOTED. NOTE: HORIZONTAL AND VERTICAL LOCATIONS TO BE VERIFIED IN THE FIELD AND ENGINEER NOT1FIED OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. CITY OF FONTANA, CALIFORNIA AIWW Huitt-Zollars, Inc. Ontario DRAWN BY: LINE A SCALE: * (909) 390-8400 H—Z STAFF HORIZ.: lm=40' 1101 S. MILLIKEN AVENUE, SUITE G * ONTARIO, CALIFORNIA 91761 D1 AM IL DE f%C11 C %IMT 1"=A' 0 C14 0 0 w 0 to 0 0 C*4 ui DESIGNED BY: M.H.M. FROM ±1900' NORTH OF SANTA ANA AVE TO,±2500'NORTH OF SANTA ANA AVE DATE: 02-28-2005 APPROVEDBY MAURICE H. MURAD R.C.E. EXPIRES DATE 33366 6-30-06 j- CHECKED BY: M.H.M. APPR (�EED B war DWG. NO.: 3791 4 CffY ENGINEER R.C.E. 51152 JbArE: 0 C14 0 0 w 0 to 0 0 C*4 ui