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HomeMy WebLinkAbout4939-2� *00 12+00 13+00 14+00 —' 15+00 _ _ --16+06 18676 18676-1 FUTURE END OF CONSTRUCTION TRACT 18676 LO 8" SEWER PER + DWG. N0. 4940 LjLj 1, K K # 1J. 2 13 i�' 4— — — - - , W .... Q 0 v Nc Uil YOU DIG)MW TUU lilU 'Z TOLL FREE 1-800-227-2600 oA PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT a �U a12 O IIUj U=j� UQ Z: PROP � OSED R/W con- o I" -a + W C ZD 9 8 Ito 4 — -- -- — --I -- 4 Y•., yTAi1 M-�\ MM•. A11.�� W Y.M. .O.O.oY YYi.]WYYY --- oft'"M-11JU6 ®r . --wi, 17+001VERT: f-6 4' 1 18+00 19.00 20+00 sPiCE LANE eW�- FU - W1U- fET I�. 4 cr- et- � � � Wim. o, `- , 54' °° o N � u; 19+ 17.26 RP �- V, 701 � 2 27 � 1306.52 + cn CN I + 2 6 5 1 W 11+52.08 BCR b I CL 6 (�•) 1297.30 TC � 11 +56.08 ECR 4 n A 1297.96 TC (1 la ------------------- DATA TABLE RADIUS DELTA LENGTH TANGENT BEARING A 25.00' 90'00'00" 39.27' 25.00' - B 107.00' 19'19'35" 36.09' 18.22' - C 50,00,N 19' 15'05" E D 43.00' 21639'09" 164.10' - E 1293.85 TC 10 11 36 5 . N 19'24'05" W Q 0 v Nc Uil YOU DIG)MW TUU lilU 'Z TOLL FREE 1-800-227-2600 oA PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT a �U a12 O IIUj U=j� UQ Z: PROP � OSED R/W con- o I" -a + W C ZD 9 8 Ito 4 — -- -- — --I -- 4 Y•., yTAi1 M-�\ MM•. A11.�� W Y.M. .O.O.oY YYi.]WYYY --- oft'"M-11JU6 ®r . --wi, 17+001VERT: f-6 4' 1 18+00 19.00 20+00 sPiCE LANE eW�- FU - W1U- fET I�. 4 cr- et- � � � Wim. o, `- , 54' °° o N � u; 19+ 17.26 RP �- V, 701 � 2 27 � 1306.52 + cn CN I + 2 6 5 1 W 11+52.08 BCR b I CL 6 (�•) 1297.30 TC � 11 +56.08 ECR 4 n A 1297.96 TC (1 la ------------------- LEMON PEPPER AVENUE NOTE.- DRIVEWAY OTE:DRIVEWAY LOCATIONS SHOWN HEREON ARE APROXIMATE. FINAL DRIVEWAY LOCATIONS AND DIMENSIONS SHOULD BE TAKEN FROM THE APPROVED PRECISE GRADING PLAN FOR THIS TRACT. LECA INDICATES PROPOSED A.C. PAVEMENT REV. I REVISION DESCRIPTION I DATE I ENGR.I DATE I CITY 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 MNwj= U 39 40 �-PROPOSED R/W m N n ♦ O co rn BASIS OF BEARINGS.- BASIS EARINGS.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 PJRJ LIME INVESTMENTS LLC AVO. 1536697E AT THE S.W. ENUE AND BASELINE A ENUEO. RELEVATION SULTANANER OF 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. ADJUST® SHAT101t 118563 41 42 Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 434-1820 —I-- Rayi6nd J. WHard, A.C.E. 38052 Date (expires 6/30/2012) CONSTRUCTION NOTES �- CONSTRUCT 4" AC PAVEMENT (MIN) OVER 12" OF 95X COMPACTED NATIVE SOIL (SEE GENERAL NOTE 31 & 32 PER SOILS REPORT 2 CONSTRUCT 6" PCC CURB & GUTTER PER C17Y STD. PLAN NO. 1000 3 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. PLAN NO. 403, W=8' 4 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 10069 W=6' 6 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1001, W=16' UNLESS NOTED OTHERWISE INSTALL 5800 LUMEN HPSV (70 WATT; #7) LUMINAIRE PER CITY STD. PLAN NO. 404 11410 INSTALL STOP SIGN PER CITY STD. PLAN NO. 4003 11 INSTALL STREET SIGN PER CITY STD. PLAN NO. 4003 12 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000 13 INSTALL STANDARD BARRICADE PER CITY STD. PLAN NO. 4000 CONSTRUCT CURB ACCESS RAMP PER CITY STD. PLAN NO. 1003 Q�pFESS/�� �O Np J. q q� CC'S s- 4�7 � z No. 36052 m °G Exp. 6/30/12 4-- CIV1�- OF CAI-�F 4 GRAPM SCALE (NFffTI 1 NCH - LOFT. CITY OF FONTANA CALIFORNIA STREET IMPROVEMENT PLAN DRAWN w; � TRACT NO. 18676-1 SCALE: AS NOTED DESIGNED BY: LEMON PEPPER AVENUE DATE: JAB CHECKED BY: PP RJA CITY ENGINEER DATE: May. 2012 )ATE. -DRAWING NO.: �' �%' l2 2 R.C.E. 51152 4 Filename: 1.\15947 Young Homes Lime I and II\Lime 11 Tr. 18676\DWG's\FlNAL DESIGN\ streets\ Phase 1\ 18676—ST02.dwg A�ruj -�-- - 10+45 ECR 3 n CA 10+45 BCR ``'Lj 1293.67 TC L 1293.85 TC 10 11 36 W 7 z II a 38 I 00 Z I � II W W ZD1 =U cc Uu o� U MW � !:q= co' - J N. I _3 --j X54' •-? UQ� �'� O � 0 °O N 27' 27 N 7, 20' 20' 7' + W r-..: to + CI•�i�E �W cn c + - PROPOSED 8" WATER '- S'EFfflEff NO.3 CROWN TRANSITION LEMON PEPPER AVENUE NOTE.- DRIVEWAY OTE:DRIVEWAY LOCATIONS SHOWN HEREON ARE APROXIMATE. FINAL DRIVEWAY LOCATIONS AND DIMENSIONS SHOULD BE TAKEN FROM THE APPROVED PRECISE GRADING PLAN FOR THIS TRACT. LECA INDICATES PROPOSED A.C. PAVEMENT REV. I REVISION DESCRIPTION I DATE I ENGR.I DATE I CITY 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 MNwj= U 39 40 �-PROPOSED R/W m N n ♦ O co rn BASIS OF BEARINGS.- BASIS EARINGS.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 PJRJ LIME INVESTMENTS LLC AVO. 1536697E AT THE S.W. ENUE AND BASELINE A ENUEO. RELEVATION SULTANANER OF 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. ADJUST® SHAT101t 118563 41 42 Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 434-1820 —I-- Rayi6nd J. WHard, A.C.E. 38052 Date (expires 6/30/2012) CONSTRUCTION NOTES �- CONSTRUCT 4" AC PAVEMENT (MIN) OVER 12" OF 95X COMPACTED NATIVE SOIL (SEE GENERAL NOTE 31 & 32 PER SOILS REPORT 2 CONSTRUCT 6" PCC CURB & GUTTER PER C17Y STD. PLAN NO. 1000 3 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. PLAN NO. 403, W=8' 4 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 10069 W=6' 6 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1001, W=16' UNLESS NOTED OTHERWISE INSTALL 5800 LUMEN HPSV (70 WATT; #7) LUMINAIRE PER CITY STD. PLAN NO. 404 11410 INSTALL STOP SIGN PER CITY STD. PLAN NO. 4003 11 INSTALL STREET SIGN PER CITY STD. PLAN NO. 4003 12 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000 13 INSTALL STANDARD BARRICADE PER CITY STD. PLAN NO. 4000 CONSTRUCT CURB ACCESS RAMP PER CITY STD. PLAN NO. 1003 Q�pFESS/�� �O Np J. q q� CC'S s- 4�7 � z No. 36052 m °G Exp. 6/30/12 4-- CIV1�- OF CAI-�F 4 GRAPM SCALE (NFffTI 1 NCH - LOFT. CITY OF FONTANA CALIFORNIA STREET IMPROVEMENT PLAN DRAWN w; � TRACT NO. 18676-1 SCALE: AS NOTED DESIGNED BY: LEMON PEPPER AVENUE DATE: JAB CHECKED BY: PP RJA CITY ENGINEER DATE: May. 2012 )ATE. -DRAWING NO.: �' �%' l2 2 R.C.E. 51152 4 Filename: 1.\15947 Young Homes Lime I and II\Lime 11 Tr. 18676\DWG's\FlNAL DESIGN\ streets\ Phase 1\ 18676—ST02.dwg