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HomeMy WebLinkAbout2672-73 // /2 SCALE: 1" : 40' 2� 10 4 0 • 5 v7 (o 7 L=32.0 0 37. 29. 8 - c 2 0 a SFS fr,144)., 8 T o/1'F 0 l7 56.11 TC. 55.61 FL 9 57.06 G. P v S 1% 0 4-1 0 DELTA/BEARING RADIUS LEN./DIST. TANGENT O 65°36'27" 43.00 49.24 27.72 0 65°36' 27" 25.00 28.63 16.11 © 19°4908" 08" 57.00 19.72 9.96 0 100017111"58.00 58.00 101.52 69.47 EO 16° 571 2711 57.00 16.87 8.50 FO 82°20'06" 43.00 61.79 37.60 0 82°20'06" 25.00 35.93 21.86 0 21°29'50" 57.00 21.39 10.82 Q 125°19'46" 58.00 126.87 112.20 • VICTORIA WAY 1- 0 6 0 SEE RIGHT BALTUSROL COURT CONSTRUCTION NOTES: ED CONSTRUCT 4" A.C. PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 30 & 31) 02 CONSTRUCT 6" P.C.C. CURB & GUTTER PER GITY STD. DWG. NO. 101 0 0 0 20 11 12 56.75 FL CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. DWG. 104 (MOD. 8' WIDE) CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 104A CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. DWG. NO. 105A, "W" PER PLAN CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 121, WIDTH PER PLAN ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. DWG. NO. 109 ADJUST VALVE BOX AND COVER TO GRADE PER CITY STD. DWG. NO. 130 INSTALL 5800 LUMEN STREET LIGHTS BY OTHERS CONSTRUCT DRIVEWAY APPROACH (W= 1C,' EXCEpT WHERE NoTER) PER. CITY STD NO. 103. CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG: NO. 11'8. INSTALL 2" X 4" REDWOOD HEADER. 0 10 20 304.0 Co0 80 120 TR. 156983 ler 1 J 10 V � 144 N 0 +. O m 0 J 00 in 04 0 SCALE; 1" = 40' 10 '7 =11+64.92 12' Ic 0 21.96 55.40 FL '4. 5 55.71 55.21 FL B.C.• 1, �c VICTORIA WAY SEE LEFT Q DELTA/BEARING RADIUS LEN./DIST. TANGtNT AO 21°29'50" 57.00 21.39 10.82 © 82°20'06" 43.00 61.79 37.60 © 82°20'06" 25.00 35.93 21.86 125°19'46" 58.00 126.87 112.20 0 23°01'20" 188.33 75.67 - 38.35.: 0 50°50'00" 57.00 50.57 27.09 5)' 18°40'18" 57.00 18.58 9.37 0 249°30'18" 38.00 165.48 • PLANS PREPARED FOR KAUFMAN & BROAD ATTN: MR. MIKE PEARSON 801 CORPORATE CENTER DRIVE SUITE 201 POMONA, CA 91768-2641 PHONE: (909) 802-1100 FAX (909) 802-1111 - q Z-9-4 0 0 10 N 10 53.21 t4 } I� 0 n tO BALTUSROL COURT 13 AUGUSTA DRIVE SEE DWG_ NO. 2684 SHEET 4 OF 13 11 7o' u RECORD /04.00.0_ c/ INT. DRIVE ice' 1 II 11 11 11 11 11 11 11 11 II Il II 11 11 11 THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED) AND FURNISHED BY OTHERS mg ENGINEER WILL NOT'BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH • HAVE BEEN INCORPORATED` INTO THE DOCUMENTS AS A RESULT THEREOF. BENCH MARK: * 619 RAILROAD SPIKE AT INTERSECTION OF CITRUS AVE. AND LOS CEDROS AVE.. IN POWER POLE NO. 9011E ON 'THE EAST SIDE OF CITRUS AVE. ELEVATION: 1'167.59 BASIS OF BEARINGS: THE BEARING OF N89°30'06" ALONG THE NORTH LINE OF SECTION 30 TOWNSHIP 1 NORTH RANGE 5 WEST SAN BERNARDINO MLRIDIAN AS SHbWN ON RECORD OF SURVEY FILED IN BOOK 58 PAGE 5 OF RECORDS OF SURVEY WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP 22' 52.48 0 N 10 /I 'M.156433-7 0 N 10 0 PINE VALLEY DRIVE SEE SHEET 2 Of 8 53.20 TC. E.G.R. q• ' • N ✓ if) 52.53 EL 52.62 TC. B.G.R. 0 W 0 O r1 J 11- L9 L9 0 10 1- 10 10 51.34 FL J Un Lvfi 0 MONTECITO LANE Q DELTA/BEARING RADIUS LEN./DIST. TANGENT AO 86°26'04" 30.00 45.26 28.19 0' '93° 22' 0611 30,00 4 8.89 31. 87 © 93°21 ' 09 " 30,00 4 8.88 31 . 82 -._1:14• :1 9.- 5 4-- CITY OF FONTANA, CALIFORNIA z4 RECORD CIPKW*104 AbD__dR sT2ET /1846 441 'WI F/i 9/3409 REVISIONS ENGR'S APPROVAL DATE Ftt APPROVAL DATE J / MADOLE R.C.E.14814 DATE 7 n/ PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. OF THE INLAND EMPIRE 10601 CHURCH STREET STE. 107 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 99 DRAWN BY: DESIGNED: CHECKED: JOB NO. 826-1163 SIERRA LAKES TRACT NO. 15683 VICTORIA WAY/BALTUSROL COURT, 1NONTECITO LANE STREET IMPROVEMENT PLAN APP,ROVED tal klilldan SCALE: AS SHOWN DATE: to N DWG. NO. SHEET NO. 00 26,72 7oF 9 CITY ENGINEER R.C.E. 25126 -' PLAN & PROFILE "DD", "EE", & "AA" ST. - 21 [0, 231] PF: 15683 611 07 -Dec -98 12:57 PM / 826-1154-1 nwn nATF•