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HomeMy WebLinkAbout3741-6L0 0 \ N 0 0 E 0 a �J V) .L W i LO N M C0 i i N LO 1-11 N GRAPHIC SCALE 40 0 20 40 80 1 " = 40' BASIS OF BEARINGS: BEARINGS ARE BASED ON THE WESTERLY LINE OF THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, AS SHOWN ON THE AMMENDING MAP OF TRACT 13750, FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY, BEING NORTH 00'30'24' WEST. LEGAL DESCRIPTION: BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SECTION 23 AND A PORTION OF THE NORTHWEST 1/4 OF SECTION 24, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO. BENCH MARK: DESCRIBED BY METROPOLITAN WATER DISTRICT 80. CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT, AVE. 101 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 FEET SOUTH OF THE CENTERLJNE OF SUMMIT AVE. SET FLUSH ON THE NORTHWEST CORNER OF A 10 FOOT WIDE CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD MWDSC 3 INCH BRASS DISK STAMPED '33A 1992'. NAVD 88 -1508.56 (FEET) ...DIG�LE.►_T. TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIP11ON R EC.OR D -p2A w1-'vG =19+65.73 PEPPERWOOD LN. CIL CROWNLINE 7n j . ,1 70 /+Olt/C/1A/ =19+66.73 PEPPERWOOD LN. CIL OWNER/DEVELOPER Centex Homes 2280 Wardlow Circle, Suits 150 Corona, CA 92880 Ph: (909) 279-4000 Fax: (909) 273-2100 DATE I ENGR. I CITY I DATE SEE SHEET 4 I/AAA ■ A A REM SOIL ENGINEER ALBUS-KEEFE and ASSOC., INC. 1011 N. ARMANDO STREET ANAHEIM, CA 92806 Ph: (714) 630-1626 Fax. (714) 630-1916 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 CONDITIONS AND STANDARDS IN EFFECT. SEAL -ENGINEER o QROF ESS/o �U-) z wrri NO. C041983 \� EXP. 3/31/06 sT CNIL \P OF CAS\F� PREPARED BY: .� EXP. DATE: 1 \A� O,o \ A \�'oA AE11CASC CURVE/LINE DATA CONSTRUCTION NOTES 937 SOUTH VIA LATA SUITE 500 COLTON, CA 92324 PH. (909) 783-0101 FAX (909) 783-0108 iIS D. CUMA114181 R.C.E. NO. 41983 DATE: 07 -06 -Of CONSTRUCT 4" A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE PER STD. PLAN NO. 1000 (SEE NOTES 31 & 32; & TYPICAL SECTION) CONSTRUCT 6" CURB AND GUTTER PER STD. PLAN NO. 1003 CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION) PER STD. PLAN NO. 1015 CONSTRUCT STREET LIGHT (5800 LUMEN HPSV, 70 WATT; #7; 25FT) PER STD. PLAN NO. 1016 CONSTRUCT RESIDENTIAL DRIVEWAY WITH PARKWAY SIDEWALKS PER STD. PLAN NO. 1005 ADJUST WATER VALVE CAN, LID AND COVER TO GRADE ADJUST MANHOLE RIM AND COVER TO GRADE CIN OF FONTANA, CALIFORNIA COYOTE CANYON TRACT 16325 DRAWN BY: STREET IMPROVEMENT PLANS SCALE: OS CRIMSON STREET AS SHOWN A]BVE DESIGNED BY: t441' WE PEPPERWOOD LANE DATE: Os :293' P ERWOOD LANE AUGUST, 2 CHECKED BY: APPR D BY: DRAWING NO.: sec ��3741 CI ENGINEER R.C.E. 51152 DATE: DELTA/BEARING RADIUS LEN./DIST. TANGENT A N52'50'28"E - 396.28' - B N52'50'28 "E - 441.28 - C 90'00'00" 25.00' 39.27' 25.00' D 93'37'05" 25.00' 40.85' 26.63' E N52'50'28"E - 610.91' - F N54'06'42"E - 90.20' - G N52'50'28 "E - 169.63' - H 03'07'29" 382.00' 20.83' 10.42' 1 09'11 '42" 400.00' 64.19' 32.17' J 05'42'52 418.00' 41.69' 20.86' K 21 *21'17" 112.00' 41.74' 21.12' L 13'23'50" 112.00' 26.19' 13.15' M N28'21 '42 "E - 50.00 - N N43'38'46 "E - 59.22' - 0 N60'31'26 "E - 50.00' - P 212'09'44" 38.00' 140.71' 131.82' Q N52'50'28 "E - 124.46' - CONSTRUCTION NOTES 937 SOUTH VIA LATA SUITE 500 COLTON, CA 92324 PH. (909) 783-0101 FAX (909) 783-0108 iIS D. CUMA114181 R.C.E. NO. 41983 DATE: 07 -06 -Of CONSTRUCT 4" A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE PER STD. PLAN NO. 1000 (SEE NOTES 31 & 32; & TYPICAL SECTION) CONSTRUCT 6" CURB AND GUTTER PER STD. PLAN NO. 1003 CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION) PER STD. PLAN NO. 1015 CONSTRUCT STREET LIGHT (5800 LUMEN HPSV, 70 WATT; #7; 25FT) PER STD. PLAN NO. 1016 CONSTRUCT RESIDENTIAL DRIVEWAY WITH PARKWAY SIDEWALKS PER STD. PLAN NO. 1005 ADJUST WATER VALVE CAN, LID AND COVER TO GRADE ADJUST MANHOLE RIM AND COVER TO GRADE CIN OF FONTANA, CALIFORNIA COYOTE CANYON TRACT 16325 DRAWN BY: STREET IMPROVEMENT PLANS SCALE: OS CRIMSON STREET AS SHOWN A]BVE DESIGNED BY: t441' WE PEPPERWOOD LANE DATE: Os :293' P ERWOOD LANE AUGUST, 2 CHECKED BY: APPR D BY: DRAWING NO.: sec ��3741 CI ENGINEER R.C.E. 51152 DATE: