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Home My WebLink About3975-6%- `22 co it CN cq INOTE `O'N7RACr0R TO VERIFY LOCAPON L —EXISTING - GROUND -AT-,, INE MD -MVA71ON 1ffr"R1OR TO -START 1:46i95 Lc)c :EXISTING�::GROUND--A, T -34 -01 55. TVr IILEF I- OF CENTELINE PI_1475-._-3&— _TWSITIW�, IAO LL_ A . . . . . . . . . . . . . . . . 11 i7 C-) 5000 6 LOC71 F. -LOG - 1c 17 ITANGENT' LO in- -to to _j 1 9 15&1 2-1- % _11F I -O diI A A- c Im rx, 7 T L_1A 4 -14 -4 + CM13- c% ILLJ I_Lc) It--TOP-7-0 F -=CURB FROPOSED I --TAN=-. #rule -wool It TOP-tn IL IPROPOSED5 ------- - F---EXISTING=GROUND� DF=,CUR -A T IDENTIC L A—iji _I_FF _-CEN -R 'AT=48' F',:_0E- _TF LINE GLNTLUN IP C II7TAN=4.03f'?u _)INTSI i T I uu- - _47 ff,4 P IT IIIIIL.L t-- II_c IkA N 00 7 _cEf 0(IS7ING__1jGR0UN t_1A_ T__ njNF - I---- - : - . 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PAVEMENT INDICATES GRIND EXISTING A.C. PAVEMENT INDICATES LIMITED USE AREA TOLL FREE -qmmmmp"'- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT UNIPER AVENUE CITY D_ w__G NO. .3978 1 it fr ^r- ^1^1 I.r. r -1z CN LINE OF SIGHT 300' 4OMPH 24 25 10+00.00 CL MANCHESTER COURT= 20+71.74 CL PICARDY PLACE — 26 PR BY PICARDY PLACE SEE SHEET NO. 3 ^,I, 20f 1 20 00 u') Xzn Go `8n WATER - 27 SHOULD CONSTRUCTION OF REQIJIRED IMPROVEMMS NOT COMMENCE - WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DIUCENT'MANNK THE CITY ENaNEER MAY REQUIRE REVISIONS TO THE PIANS TO BRING THEM INTO CONFORMANCE WM CONDITIONS AND STANDARDS IN fffECT 40 70.W TC -REVISION-- DESCRIPTION 0 ECR DELTA LENGTH -10+5-1. �Q_ 1472.43- TC A U C4 55.01' "CC 037. on 36 28 PER CITY DWG. NO. 397 5 30.001 9VOO'00" PROPOSED Rlw OTYP D 112.00 2 --j-615'37" 31.79' 16.00' E 38.001 21 Z31 13 140-95 F 50.00 9 N16017"21'"E G 50.00' N 1 6016 53V H 42.36 1 . N09f58'16V 26 PR BY PICARDY PLACE SEE SHEET NO. 3 ^,I, 20f 1 20 00 u') Xzn Go `8n WATER - 27 SHOULD CONSTRUCTION OF REQIJIRED IMPROVEMMS NOT COMMENCE - WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DIUCENT'MANNK THE CITY ENaNEER MAY REQUIRE REVISIONS TO THE PIANS TO BRING THEM INTO CONFORMANCE WM CONDITIONS AND STANDARDS IN fffECT 40 70.W TC C.> cn 38 C-4 Cn� I— C) ui ,:, T 00 C5 c� I # 134 3411 I.?.$ 22 1--m-1 I SHASTA LANE SEE LEF T NOTE DRIVEWAY LOCA77ONS SHOWN HEREON ARE APROXIMATE. FINAL DRIVEWAY LOCATIONS AND DIMENSIONS SHOULD BE TAKEN FROM THE APPROVED PRECISE GRADING PLAN FOR THIS TRACT. iC*4 CURVE & LINE TABLE 0 ECR DELTA LENGTH -10+5-1. �Q_ 1472.43- TC A U C4 55.01' "CC 037. on 36 28 PER CITY DWG. NO. 397 5 30.001 9VOO'00" PROPOSED Rlw OTYP D C.> cn 38 C-4 Cn� I— C) ui ,:, T 00 C5 c� I # 134 3411 I.?.$ 22 1--m-1 I SHASTA LANE SEE LEF T NOTE DRIVEWAY LOCA77ONS SHOWN HEREON ARE APROXIMATE. FINAL DRIVEWAY LOCATIONS AND DIMENSIONS SHOULD BE TAKEN FROM THE APPROVED PRECISE GRADING PLAN FOR THIS TRACT. iC*4 CURVE & LINE TABLE 0 RADIUS DELTA LENGTH IANGENT 13EARING A 35.00t 90*02'44* 55.01' "CC 037. B 36 -PROPOSED 8" SEWIR PER CITY DWG. NO. 397 5 30.001 9VOO'00" PROPOSED Rlw OTYP JIF # I U/ i Tr. 10+47.00 BCR 14 U4.4 TC 72,47 17-70s 35 34 14 /--PROPOSED PROPOSED1 P/W 13.09 uj 31 MANCHESTER COURT -BASIS OF BEARINGS. - BEARINGS ARE BASED ON THE CENTERLINE OF WALNUT AVENUE BEING NORTH 89*58'16" WEST AS SHOWN ON TRACT 16572, RECORDED IN MAP BOOK 304, PACE 38-44, RECORDS OF SAN BERNARDINO COUNTY. PREPARED FOR: ORICINAL BENCHMARK P WALNUT CITY OF FONTANA BU -361 R R SPIKE IN PP NO. 1536697E AT THE SW CORNER IN TMENT O�'BASELINE AVENUE AND SULTANA AVENUE. .s LLC ELEVATION: 1365.01, SINCE DESTROYED 10370 TRADEMARK STREET RANCHO CUCAMONGA, CA. 91730 Sfff BENCHMARK TEL (909) 291-7600 FAX (909) 291-7630 SW CORNER, SEC. 31, T.1N., R.5W., S.BM.-2 I.P. WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF BASELINE AVENUE AND CITRUS AVENUE MVA7701t 139116 " _:1 / -7 �-'69 0 14+06.16 RP 4 14--75. 941�% it 33 By: ALLARD ENGINEERING. Civil Engineering. - Land Surveying - Land Planning B253 Sierra Avenue Fontana, California 92335 (909) 356-1015 Fax (909) 356-1795 4 -'?,— G G David S. Hammer, R.C.E. 43976 Date (expires 6/30/2007) GRANCSM 40 0 20 40 80 (IN FEE0 I M = 40 Fr. CONSTRUGION NOTES &_ CONSTRUCT 42' AC PAVEMENT 'MIN) OVER 12'" OF 95% COMPACTED NATIVE SOIL (SEE GENERAL NOTE 31 & 32n� (D—CONSTRUCT 4.5- AC PAVEMENT (MIN) OVER 12- OF 95% COMPACTED NA17VE SOIL (SEE GENERAL NOTE 31 & 32) 3 CONSTRUCT 6 PCC CURB & CUTTER PER- CITY STD. DWG. NO. 1003 4 CONSTRUCT PCC CROSS CUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=8 5- CONSTRUCT 4 PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON PLAN 6 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006 7 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 1005, W=16' UNLESS NOTED OTHERWISE INSTALL 5800 LUMEN HPSV (70 WATT; #7) LUMINAIRE PER CITY DWG. NO. 10 1 6 1 1 INSTALL STOP SIGN PER CITY SID. DWG. NO. 139 12 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139 13 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 14 SAWCUT & REMOVE EXIS11NG AC PAVEMENT TO A CLEAN STRAIGHT LINE (1# MIN.) 15 GRIND EXISTING PAVEMENT FOR SMOOTH TRANSITION AS SHOWN ON SHEET' 1 16 REMOVE EXISTING CURB AND GUTTER (5— REMOVE EXISTING TEMPORARY SIDEWALK ' I/ ,9Y 4ZZ,4244? 4!!�l I? If Ess I P/V ?i No. 43976 m Exp. 6/30/07 IV 1�_ CAL D J 03 rn M cr_ Nn 36052 =0 -7 - - # .10 CITY OF FONTANA CALIFORNIA STREET IMPROVEMENT PLANS 160 DRAWN BY. SCALE. AE TUCT NO. 16723 AS NOTED DESIGNED BY. MA H -EST COURT AND SHASTA LANE DATE' ML OCTOBER, 2005 CHECKED BY. APP DRAWING NO.: 6 ml J. M, DATE: -20 - e; '6T-ff NG -1 NEE�_ R.C.C'51152 3975 7 Filename: M:\dwg\15931 \Fnal Design\STREETS\TR16723—ST06.dwg CURVE & LINE TABLE 0 RADIUS DELTA LENGTH IANGENT 13EARING A 35.00t 90*02'44* 55.01' 35.03' B 35.00 9 89*57 9 16 0 54-95 9 34.971 c 30.001 9VOO'00" .12' 30.001 D 112.00 2 --j-615'37" 31.79' 16.00' E 38.001 21 Z31 13 140-95 F 50.00 9 N16017"21'"E G 50.00' N 1 6016 53V H 42.36 1 . N09f58'16V 1 12.00' 1040070V 19.55' 1 9.19n 9 By: ALLARD ENGINEERING. Civil Engineering. - Land Surveying - Land Planning B253 Sierra Avenue Fontana, California 92335 (909) 356-1015 Fax (909) 356-1795 4 -'?,— G G David S. Hammer, R.C.E. 43976 Date (expires 6/30/2007) GRANCSM 40 0 20 40 80 (IN FEE0 I M = 40 Fr. CONSTRUGION NOTES &_ CONSTRUCT 42' AC PAVEMENT 'MIN) OVER 12'" OF 95% COMPACTED NATIVE SOIL (SEE GENERAL NOTE 31 & 32n� (D—CONSTRUCT 4.5- AC PAVEMENT (MIN) OVER 12- OF 95% COMPACTED NA17VE SOIL (SEE GENERAL NOTE 31 & 32) 3 CONSTRUCT 6 PCC CURB & CUTTER PER- CITY STD. DWG. NO. 1003 4 CONSTRUCT PCC CROSS CUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=8 5- CONSTRUCT 4 PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON PLAN 6 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006 7 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 1005, W=16' UNLESS NOTED OTHERWISE INSTALL 5800 LUMEN HPSV (70 WATT; #7) LUMINAIRE PER CITY DWG. NO. 10 1 6 1 1 INSTALL STOP SIGN PER CITY SID. DWG. NO. 139 12 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139 13 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 14 SAWCUT & REMOVE EXIS11NG AC PAVEMENT TO A CLEAN STRAIGHT LINE (1# MIN.) 15 GRIND EXISTING PAVEMENT FOR SMOOTH TRANSITION AS SHOWN ON SHEET' 1 16 REMOVE EXISTING CURB AND GUTTER (5— REMOVE EXISTING TEMPORARY SIDEWALK ' I/ ,9Y 4ZZ,4244? 4!!�l I? If Ess I P/V ?i No. 43976 m Exp. 6/30/07 IV 1�_ CAL D J 03 rn M cr_ Nn 36052 =0 -7 - - # .10 CITY OF FONTANA CALIFORNIA STREET IMPROVEMENT PLANS 160 DRAWN BY. SCALE. AE TUCT NO. 16723 AS NOTED DESIGNED BY. MA H -EST COURT AND SHASTA LANE DATE' ML OCTOBER, 2005 CHECKED BY. APP DRAWING NO.: 6 ml J. M, DATE: -20 - e; '6T-ff NG -1 NEE�_ R.C.C'51152 3975 7 Filename: M:\dwg\15931 \Fnal Design\STREETS\TR16723—ST06.dwg