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Home My WebLink About3741-2WEST P/L R/W 9EAST 22' 12' R/W TC= +0.12(8 "CF) ' TC= �+0.12(8 "CF) 7 4.5 "A. C. PAVEMENT I 68' R. 0. W. DRAWN BY: CURB & 12" MINIMUM OF 95% GUTTER COMPACTED NATIVE SUBGRADE TI=6.5 am CROSS CREEK WAY N.T.S. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 11*1 8' TRAIL &, 12'p. 22' 22' 20' 12' 12' 0.5' ; 5' 6.5' 6.5' 5' 0.5' 0S *TC= 0.01(6 "CF) ' *TC= �-0.01(6 "CF) LANDSCAPE 2.1 2.09' .0� P� �y 2.0 �- ?'7 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN CHECKED BY: FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 ' 2 , EASEMENT 6' 6' 6' 4' AND PORTION OF CRIMSON STREET 4' VARIES 6' R/W R/W 0.5' HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY Y ENGINEER 12' 18' 12'I DIAL TWO WORKING BIKE 2 4" AC 2_Oq` o PAVEMENT 2.1 MPX BIKE 0.5'MI N. GUTTER COMPACTED NATIVE SUBGRADE *CRIMSON STREET - FROM STA. 10+00.00 TO STA. 12+26.83 MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO J ON THE NORTHWEST CORNER OF A 10 FOOT WIDE MULTI-PURPOSE BEFORE DAYS BEFORE YOU DIG LANE LANE 5.5'MAX. CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. ?•� TRAIL TC=+0.12'(8 "CF) I TC=+0.12'(8 "CF) 2. Mp,X - ,o 2% I 2% 2% \ 1 SAX 2' BENCH CURB & 4.5" A.C. PV -VT . 12 MINIMUM OF 95% CURB & MEANDERING 2' BENCH GUTTER GUTTER SIDEWALK COMPACTED NATIVE SUBGRADE T1=6.5 ROADRUNNER ROAD PER STREET IMPROVEMENT PLANS DWG. NO. 3800 N.T.S. NORTH R/W SOUTH R/W 110' I, , 22 29 14 29 16 3' 8' VARIES 4' 7' 7' 4' VARIES 6' 3' MIN. 0. 5' MIN BIKE BIKE 0.5' MIN. MIN. 7.0' MA >. LANE LANE 7.0' MAX TC= -0.16,(8 "CF) 27. TC= -0.16, (8 CF) 2% 1 opt 27 2q 2 BENCH CURB & CURB & MEANDERING SIDEWALK GU7_TFR 6.5" A. C. PVMT. GUTTER 2' BENCH MEANDERING SIDEWALK COMPACTED' NATIVE SUBGRADE TI=10.0 COYOTE CANYON ROAD PER STREET IMPROVEMENT PLANS DWG. NO. 3800 N.T.S. 1 ' (MIN.) 5' (MIN.) SAWCUT AND REMOVE EXISTING PAVEMENT GRIND 0.10' MIN. r EXIST. PAVEMENT AND I REMOVE EXISTING A.C. DIKE OVERLAY 0.10' MIN. I WHERE APPLICABLE I 111-- -ZZ Z_ -/11--1-Z.L --- %� 1\ ----------------------- V EXI STI NG -' PAVEMENT REMOVE REDWOOD NEW PAVEMENT HEADER WHERE APPLICABLE N to DETAIL 'X Cn3 N.T.S. v N - F- Cn i pFESsj LO Q� N to' ti ~ BASIS OF BEARINGS: LEGAL DESCRIPTION: OWNER/DEVELOPER SOIL ENGINEER C BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SECTION 23 AND A PORTION OF THE NORTHWEST 1/4 R BEARINGS ARE BASED ON THE WESTERLY LINE OF THE NORTHEAST QUARTER OF SECTION 23 TOWNSHIP OF SECTION 24 BOTH OF TOWNSHIP 1 NORTH RANGE 6 WEST SAN BERNARDINO MERIDIAN, COUNTY OF a. 41983 � ' ' ' ' Centex Homes ALBUS-KEEFE and ASSOC. INC. EXP 03/31/11 CD 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, SAN BERNARDINO. 2280 Wardlow Circle, Suite 150 1011 N. ARMANDO STREET AS SHOWN ON THE AMMENDING MAP OF TRACT 13750, Corona, CA 92880 ANAHEIM, CA 92806 �'� CIVIC- FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY Ph: (909) 279-4000 Ph: (714) 630-1626 �� RECDER OF SAN BERNARDINO COUNTY, BEING Fax. (909) 273-2100 Fax: (714) 630-1916 F C ORAL NORTH 00°30'24' WEST. BENCH MARK: REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 01 DESCRIBED BY METROPOLITAN WATER DISTRICT SO. A O CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE INTERSECTION OF SUMMIT AVE AN CH CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARDto YOU DIG NMWDSC 3 INCH BRASS DISK STAMPED '33A 1992'. TUL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NAVD 88 -1508.56 (FEET) A99COIZO D9i1 WWG o412o�i0 Ll/0771/0 R/W � R/W do I68 J D ERRY AVE. AT THE 22' 12' 1.0 5'w. 6.5' 6.5' 5' TC= +0.12(8 "CF) ' TC= �+0.12(8 "CF) 7 4.5 "A. C. PAVEMENT 2.0% 7 937 SOUTH VIA LATA DRAWN BY: CURB & 12" MINIMUM OF 95% GUTTER COMPACTED NATIVE SUBGRADE TI=6.5 7YP/CAL STREET SECTION CROSS CREEK WAY N.T.S. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 11*1 SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 ILI 12' 20' 20' 12' DATE: 0.5' ; 5' 6.5' 6.5' 5' 0.5' 0S *TC= 0.01(6 "CF) ' *TC= �-0.01(6 "CF) 2 r_74" A.C. PAVEMENT 2.1 2.09' .0� P� �y 2.0 �- ?'7 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN CHECKED BY: FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 GUTTER COMPACTED NATIVE SUBGRADE *CRIMSON STREET - FROM STA. 12+71.83 TO STA. 22+41.28 TI=5.5 TYPICAL STREET SECTION DEERW000 LN., MILLBROOK WAY, PEPPERWOOD LN. AND PORTION OF CRIMSON STREET N.T.S. 3741 R/W R/W 160', HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY Y ENGINEER 12' 18' FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING *TC= +0.20(8 "CF) ' *TC= �+0.20(8 "CF) 2 4" AC 2_Oq` o PAVEMENT 2.1 MPX CURB & 12" MINIMUM OF 95% GUTTER COMPACTED NATIVE SUBGRADE *CRIMSON STREET - FROM STA. 10+00.00 TO STA. 12+26.83 MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO J ON THE NORTHWEST CORNER OF A 10 FOOT WIDE N.T.S. BEFORE DAYS BEFORE YOU DIG CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARDto YOU DIG NMWDSC 3 INCH BRASS DISK STAMPED '33A 1992'. TUL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NAVD 88 -1508.56 (FEET) A99COIZO D9i1 WWG o412o�i0 Ll/0771/0 R/W � R/W do I68 J R/W R/W 160I 12 18' 18' 12' 0_5'1 5' 6.5' 6.5' 5' ; 0.5' *T1207o 0.03(6 "CF) ' *TC= �+0.03(6 "CF) 7 4 » A. C. M ; 2.Oq PAVEMENT 2.09' 2.0% ; 2•1, CURB & 12" MINIMUM OF 95% GUTTER COMPACTED NATIVE SUBGRADE *CRIMSON STREET - FROM STA. 22+86.60 TO STA. 25+34.16 TI=5.5 TYPICAL STREET SECTION DOVE VALLEY COURT & PORTION OF CRIMSON STREET SEAL -ENGINEER o ,o?0 ESSIO%y9 Lu N0. C041983 EXP. 3/31/06 9TF OF CA��F�� N.T.S. AEI-ICASC 12' 22' 22' 12' 1.0 5'w. 6.5' 6.5' 5' TC= +0.12(8 "CF) ' TC= �+0.12(8 "CF) 7 4.5 "A. C. PAVEMENT 2.0% 7 937 SOUTH VIA LATA DRAWN BY: CURB & 12" MINIMUM OF 95% GUTTER COMPACTED NATIVE SUBGRADE TI=6.5 7YP/CAL STREET SECTION CROSS CREEK WAY N.T.S. R/W R/W 64' DESIGNED BY: 12' 20' 20' 12' DATE: 0.5' ; 5' 6.5' 6.5' 5' 0.5' 0S *TC= 0.01(6 "CF) ' *TC= �-0.01(6 "CF) 2 r_74" A.C. PAVEMENT 2.1 2.09' .0� P� �y 2.0 �- ?'7 PREPARED D. INS R.C.E. N0. 41983 EXP. DA 3/ 0 CHECKED BY: CURB & 12" MINIMUM OF 95% GUTTER COMPACTED NATIVE SUBGRADE *CRIMSON STREET - FROM STA. 12+71.83 TO STA. 22+41.28 TI=5.5 TYPICAL STREET SECTION DEERW000 LN., MILLBROOK WAY, PEPPERWOOD LN. AND PORTION OF CRIMSON STREET N.T.S. 3741 R/W R/W 160', 12' 18' -912' --A 0- 4418' __ 0_5'; 5' 6.5' 6.5 5' 0.5' *TC= +0.20(8 "CF) ' *TC= �+0.20(8 "CF) 2 4" AC 2_Oq` o PAVEMENT 2.1 MPX CURB & 12" MINIMUM OF 95% GUTTER COMPACTED NATIVE SUBGRADE *CRIMSON STREET - FROM STA. 10+00.00 TO STA. 12+26.83 TI=5.5 7YP/CAL STREET SECTION PORTION OF CRIMSON STREET N.T.S. R/W R/W 160I 12 18' 18' 12' 0_5'1 5' 6.5' 6.5' 5' ; 0.5' *T1207o 0.03(6 "CF) ' *TC= �+0.03(6 "CF) 7 4 » A. C. M ; 2.Oq PAVEMENT 2.09' 2.0% ; 2•1, CURB & 12" MINIMUM OF 95% GUTTER COMPACTED NATIVE SUBGRADE *CRIMSON STREET - FROM STA. 22+86.60 TO STA. 25+34.16 TI=5.5 TYPICAL STREET SECTION DOVE VALLEY COURT & PORTION OF CRIMSON STREET SEAL -ENGINEER o ,o?0 ESSIO%y9 Lu N0. C041983 EXP. 3/31/06 9TF OF CA��F�� N.T.S. AEI-ICASC CITY OF FONTANA, CALIFORNIA E N G I N E E R..I 1\i ti COYOTE CANYON TRACT 16325 937 SOUTH VIA LATA DRAWN BY: STREET IMPROVEMENT PLANS SCALE: SUITE 500 AS SHOWN ABOVE COLTON, CA 92324 DESIGNED BY: - - - STT ALS E ECTIONS / DETAILS DATE: PH. (909) 783-0101 FAX 909 783-0108 0S AUGUST, 2004 PREPARED D. INS R.C.E. N0. 41983 EXP. DA 3/ 0 CHECKED BY: R VED BY _ ,p DRAWING NO.: 2 DATE: d%' 'd SBC1 3741 7 J,� TY ENGI ER R.C.E. 51152 DATE: