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V . .. .. ...... ....... ...... .... ...... ...... ....... : ....... ... .. ... ....... ...... .... ..... ...... ....... ...... ....... ..... 164.10' ........................: .... 3............... ..................., ....... .... ... ...........:...........:...........:............:...........:...........3. ...... ....... .........f............................. E LL-- - - ... ....... • w........... ...................................... ..........,,................, ...... ....... ...... ..................................... .......... 11+00 12+00 VERT: 19--- f 19,19'35* 36.09' 18.22' 10 4-00 112.00' 10'00'00" 1400 S� SHEET 2 11 t 10 54' L0 � °° 36 2T 27' � � 7' 20 20' 7' +� o CN A 25.00' 15+41 ECR L1294.36 TC i cf1� i fly; �t - 9 10+00.00 CL CHIVE LANE _ 14+96.00 CL LEMON PEPPER AVENUE 10 PROPOSED 8" WATER a o� DATA TABLE PROPOSED R/W ° L0 4 ± vMi DIG � ► T TOLL FREE- 800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION CHIVE LANE NOTE: DRIVEWAY LOCATIONS SHOWN HEREON ARE APROXIMATE. FINAL DRIVEWAY LOCATIONS AND DIMENSIONS SHOULD BE TAKEN FROM THE APPROVED PRECISE GRADING PLAN FOR THIS TRACT. DATE I ENGR. I DATE I CITY LECA O INDICATES PROPOSED A.C. PAVEMENT SHOULD CONSTRUCTION OF 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 CONDITIONS AND STANDARDS IN EFFECT Cuff LAID _ _ 3� LOWER LEFT r 0 +CD N p BASIS OF BEARINGS: BASIS OF BEARINGS: TAKEN FROM THE CENTERLINE OF LIME AVENUE AS SHOWN ON TRACT NO. 16271-1, M.B. 297/15-18. BEING N 00-01'12" W ORIGINAL BENCHMARK (SINCE DESTROYED) PREPARED FOR: CITY OF FONTANA BENCHMARK NO. 361 RAILROAD SPIKE IN NORTH FACE OF POWER POLE PIR] LIME INVESTMENTS, LL NO. 1536697E AT THE S.W. CORNER OF SULTANA 11 C � AVENUE AND BASELINE AVENUE. ELEVATION: 1365.01 10370 TRADEMARK STREET RANCHO CUCAMONGA, SITE BENCHMARK CALIFORNIA 91730SAN BERNARDINO COUNTY BENCHMARK NO. 7-15 (909) 291-7600 "1970" BRASS CAP IN CONCRETE ABUTMENT, LOCATEED FAX (909) 291-7630 34' NORTH OF CENTERLINE OF FOOTHILL BLVD. AND 131' WEST OF CENTERLINE OF LIME AVENUE. ADJUSTED HWA7101t --------------- w� Wm7l am crwro oro r%iTv nwr% kin AeAn ASABI .. # ► liT71 11 0 IL ��;4 :IV"SX,! r,nN.gTP1 it-TinN NnTT::.q CONSTRUCT 4" AC PAVEMENT (MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL (SEE GENERAL NOTE 31 & 32) PER SOILS REPORT 2 CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000 3 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. PLAN NO. 4031 W=8' 4 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=6' 6 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1001, W=16' UNLESS NOTED OTHERWISE 9O— INSTALL 5800 LUMEN HPSV (70 WATT; #7) LUMINAIRE PER CITY STD. PLAN NO. 404 10 INSTALL STOP SIGN PER CITY STD. PLAN NO. 4003 GRAM SCALE 11 INSTALL STREET SIGN PER CITY STD. PLAN NO. 4003 40 0 20 40 80 160 12 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000 14 CONSTRUCT CURB ACCESS RAMP PER CITY STD. PLAN NO. 1003 (NFEf) 1 HCH - 40 FT. Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1615 Fax (909) 434-1820 94 1 � s- - t6 - f2, Raymorld J. Allard, A.C.E. 36052 Date (expires 6/30/2012) QRpFESS/�� fn 0 No. 36052 rn m °G Exp. 6/30/12 CIV 1 OF CAI-�F DRAWN BY.- BKA Y:BKA DESIGNED BY.- JAB Y:JAB CHECKED BY: RJA r CITY OF FONTANA CALIFORNIA STREET IMPROVEMENT PLAN iRAC7 NO. 18676-1 i, CHIVE LONE AND WASH& WAY CITY ENGINEER Filename: I:\ 15947 Young Homes Lime I and II\Lime It Tr. 1 DATE: S' �'7 - t PZ- R.C.E. 51152 DWG's\FINAL DESIGN\street SCALE: AS NOTED DATE: May, 2012 DRAWING NO.: 49391 4 Phase 1\ 18676—ST03.dwg DATA TABLE RADIUS DELTA 1 LENGTH TANGENT BEARING A 25.00' 9 0 ' 0" 39.27' 25.00' B 25.00' 109' 1935" 47.70' 35.26' C - - 45.759 N I V 15'05" E D 43.00' 21639'09* 164.10' E 50.009 N 19'24'05" W F 107.00' 19,19'35* 36.09' 18.22' G 112.00' 10'00'00" 19.55' 9.80' H 42.36' N 10'04'30" W 1 62.00' 110'00'00" 119.03' 88.55' J 42.36' N 80'04'30" W K 45.00' 90'00'00" 70.69' 45.00' DIG � ► T TOLL FREE- 800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION CHIVE LANE NOTE: DRIVEWAY LOCATIONS SHOWN HEREON ARE APROXIMATE. FINAL DRIVEWAY LOCATIONS AND DIMENSIONS SHOULD BE TAKEN FROM THE APPROVED PRECISE GRADING PLAN FOR THIS TRACT. DATE I ENGR. I DATE I CITY LECA O INDICATES PROPOSED A.C. PAVEMENT SHOULD CONSTRUCTION OF 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 CONDITIONS AND STANDARDS IN EFFECT Cuff LAID _ _ 3� LOWER LEFT r 0 +CD N p BASIS OF BEARINGS: BASIS OF BEARINGS: TAKEN FROM THE CENTERLINE OF LIME AVENUE AS SHOWN ON TRACT NO. 16271-1, M.B. 297/15-18. BEING N 00-01'12" W ORIGINAL BENCHMARK (SINCE DESTROYED) PREPARED FOR: CITY OF FONTANA BENCHMARK NO. 361 RAILROAD SPIKE IN NORTH FACE OF POWER POLE PIR] LIME INVESTMENTS, LL NO. 1536697E AT THE S.W. CORNER OF SULTANA 11 C � AVENUE AND BASELINE AVENUE. ELEVATION: 1365.01 10370 TRADEMARK STREET RANCHO CUCAMONGA, SITE BENCHMARK CALIFORNIA 91730SAN BERNARDINO COUNTY BENCHMARK NO. 7-15 (909) 291-7600 "1970" BRASS CAP IN CONCRETE ABUTMENT, LOCATEED FAX (909) 291-7630 34' NORTH OF CENTERLINE OF FOOTHILL BLVD. AND 131' WEST OF CENTERLINE OF LIME AVENUE. ADJUSTED HWA7101t --------------- w� Wm7l am crwro oro r%iTv nwr% kin AeAn ASABI .. # ► liT71 11 0 IL ��;4 :IV"SX,! r,nN.gTP1 it-TinN NnTT::.q CONSTRUCT 4" AC PAVEMENT (MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL (SEE GENERAL NOTE 31 & 32) PER SOILS REPORT 2 CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000 3 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. PLAN NO. 4031 W=8' 4 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=6' 6 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1001, W=16' UNLESS NOTED OTHERWISE 9O— INSTALL 5800 LUMEN HPSV (70 WATT; #7) LUMINAIRE PER CITY STD. PLAN NO. 404 10 INSTALL STOP SIGN PER CITY STD. PLAN NO. 4003 GRAM SCALE 11 INSTALL STREET SIGN PER CITY STD. PLAN NO. 4003 40 0 20 40 80 160 12 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000 14 CONSTRUCT CURB ACCESS RAMP PER CITY STD. PLAN NO. 1003 (NFEf) 1 HCH - 40 FT. Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1615 Fax (909) 434-1820 94 1 � s- - t6 - f2, Raymorld J. Allard, A.C.E. 36052 Date (expires 6/30/2012) QRpFESS/�� fn 0 No. 36052 rn m °G Exp. 6/30/12 CIV 1 OF CAI-�F DRAWN BY.- BKA Y:BKA DESIGNED BY.- JAB Y:JAB CHECKED BY: RJA r CITY OF FONTANA CALIFORNIA STREET IMPROVEMENT PLAN iRAC7 NO. 18676-1 i, CHIVE LONE AND WASH& WAY CITY ENGINEER Filename: I:\ 15947 Young Homes Lime I and II\Lime It Tr. 1 DATE: S' �'7 - t PZ- R.C.E. 51152 DWG's\FINAL DESIGN\street SCALE: AS NOTED DATE: May, 2012 DRAWING NO.: 49391 4 Phase 1\ 18676—ST03.dwg