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Home My WebLink About3741-712 LO Ln 0 11-10 N ED0 3 N 0 i v n_ 0 CLE 4-11 0 -41 V) Cu .0 w LO N ro co i i N LO N p��W� �� LINE OF SIGHT `vv � LIMITED USE AREA v IF • • •v^�, �G S=500' -V=55 MPH Eo07-)) SEE SHEEP 5 L O T F 9 ECR 11+33.76 ECR BCR �v 0)/ . STREET Q E o 70 72.3 10+50.00 BCR (77.49) TC mho ^ S 5 6 0 , �`L TC ' 11 74.85 TC z, 38 I --III I I i II I �. Y, F- c� .h I I,�� ,.1 II PROP PVMT MARKINGS L/ N V W PER ROADRUNNER ST. IMP. PLANS " 3224VC 51' 52' VC °j �• ^ moo, C CID � U ' ^ ^ �,� m ►� PVI STA=10+66.12 PVI STA=11 +08.00 6, "_ oh�N O _ - = 6 PVI ELEV .1675. 5' = PVI ELEV 1678 29 •6 J `"" l R - CURB ET. C CS aiN� + 51:50 VC =27+00.70 ROADRUNNER ROAD CIL Q l / �G �;'` > > v 395.00' 2 55.15' OC _ CURB RET.=48.78. OC ,. 25.00 VC - PVI STA 11 +34.00 _ _ _ - .. _ ...: CURB.. RET 47.12. OC " tv � - 63.75' - 3 1 G 83°50'58" 8 -CF - 6 -CF 7RANSl71ON PVI. STA=:10+67:27. PVI ELEV=1653.82 _ . CURB RET. _ , _. 36.59 OC- _ _ - .. - - - .._ _ ..- .._ „ _ 6 C 8 CF TRANSITION _ - ,. � � a '.000 W - 48.42' - 6/4--12.20 v W ELEV=1651.94; U a 4=9.15' � � - _. . 140:95 OC 4-1 78 1. U : p tet• p��W� �� LINE OF SIGHT `vv � LIMITED USE AREA v IF • • •v^�, �G S=500' -V=55 MPH Eo07-)) SEE SHEEP 5 L O T F 9 ECR 11+33.76 ECR BCR �v 0)/ . STREET Q E o 70 72.3 10+50.00 BCR (77.49) TC mho ^ S 5 6 0 , �`L TC ' 11 74.85 TC z, 38 I --III I I i II I �. Y, F- c� .h I I,�� ,.1 II PROP PVMT MARKINGS L/ N V W PER ROADRUNNER ST. IMP. PLANS h,T I N °j �• ^ moo, C CID � U ' ^ ^ �,� m ►� N89'59'25"E 5 6, "_ oh�N O 12'48'17" 355.00' 10+00.00 DEERWOOD LN. CIL INT. •6 J `"" l Ci 4� C CS aiN� + 104.42' =27+00.70 ROADRUNNER ROAD CIL Q l / �G �;'` > > L -76.66 _ 395.00' 2 1 7' E N 74'02'08 "E k CIO _ _ : 55.34I �_ r �' Q) / / �� / Syr , `\ ` \ - S� PROP.1 C L 161\\X PROP. SEWER -y Zr) D 24 E ' F 54.95 5' / 4// D v I G ul Of4 96•EC L�39 5' 21.17 o 52 /5 rC R , v I U 1 l 6 WA Y t' 78 37 10+00.00 DOVE VALLEY CT. C PROP. 24" SD =16+39.28 CRIMSON ST. CIL LINE "C-5" _ 12+02.33 DEERWOOD LN.C L INT. =12+56.57 MILLBROOK WAY CIL 79 in 32'1 2 5 0 ECR 20 2-011 vp y+)K 140 3 9 J co� M SHEET Ap CONSTRUCTION NOTES 07- 8 Ap C S CONSTRUCT 4" A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE CONSTRUCT STREETG SUBGRADE PER STD. PLAN N0. 1000 (SEE NOTES 31 & 32; &TYPICAL SECTION) 8O LIGHT ( 5800 LUMEN H PS V, 70 WATT; #7; 25FT) PER STD. PLAN N0. 1016 1 B CONSTRUCT 4.5" A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE 9 CONSTRUCT RESIDENTIAL DRIVEWAY WITH PARKWAY O SUBGRADE PER STD. PLAN NO. 1000 (SEE NOTES 31 & 32; & TYPICAL SECTION) SIDEWALKS PER STD. PLAN NO. 1005 2O CONSTRUCT 6" CURB AND GUTTER PER STD. PLAN NO. 1003 1 1 INSTALL STREET NAME SIGN WITH STOP SIGN (R 1-1) BELOW PER STD. DETAIL 139 O CONSTRUCT 8" CURB AND GUTTER PER STD. PLAN NO. 1003 12 REMOVE BARRICADE O 4O CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION) 13 ADJUST WATER VALVE CAN, LID AND COVER TO GRADE PER STD. PLAN NO. 1015 S ADJUST MANHOLE RIM AND COVER TO GRADE BASIS OF BEARINGS: LEGAL DESCRIPTION: BEARINGS ARE BASED ON THE WESTERLY LINE OF BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SECTION 23 AND A PORTION OF THE NORTHWEST 1/4 THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP OF SECTION 24, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, SAN BERNARDINO. AS SHOWN ON THE AMMENDING MAP OF TRACT 13750, FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OF19CE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY, BEING NORTH 00'30'24' WEST. BENCH MARK: REV. REVISION DESCRIPTION DESCRIBED BY METROPOLITAN WATER DISTRICT SO. A O CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE.101 0 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWD WORKING ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU D i G YOU D I G MWDSC 3 INCH BRASS DISK STAMPED '33A 1992'. TOLL FREE 1-800-227-2600 NAVD 88 -1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORv DRAWtAIG 15 SAWCUT EXISTING PAVEMENT 16 CONSTRUCT 1-1/2" A.C. OVERLAY OWNER/DEVELOPER I SOIL ENGINEER Centex Homes ALBUS-KEEFE and ASSOC., INC. 2280 Wardlow Circle, Suite 150 1011 N. ARMANDO STREET Corona, CA 92880 ANAHEIM, CA 92806 Ph: (909) 279-4000 Ph: (714)'630-1626 Fax: (909) 273-2100 Fax: (714) 630-1916 DATE I ENGR. I CITY I DATE 47- P. 03/31/1z � CN11. �P OF CAl\F�� Q 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. 10+00.00 CROSS CREEK WAY C =14+87.81 PEPPERWOOD LN. Cj 58 59 11+83.42 RADIAL PT. SEAL -ENGINEER o QROF ESS/,o , w NO. C041983 EXP. 3/31/06 s� CN 1� �\P 9TF OF CA��F�� PEFFEFMCM LANE SEE SHEET 4 CURVE/LINE DATA 1 12+05.04 CROSS CREEK WAY CIL INT. =40+56.02 COYOTE CANYON ROAD CIL i O CL PROP. PVMT. MARKINGS PER COYOTE CANYON ROAD ST. IMP. PLANS �lIM17ED tjAREA ' II `. LINE SIGHT I II S=500'; V=55 MPH (COYOTE CAWON ROAD) SEE SHEET 6 UMVERENT DWG A10. 3800 GRAPHIC SCALE 40 0 20 40 80 110 = 40' C) DELTA/BEARING RADIUS L.ENJDIST. TANGENT A N89'59'25"E - 34.15 - B 12'48'17" 355.00' 79.34' 39.83' C 15-57`17 If 375.00' 104.42' 52.55' D 13'32'53" 395.00' 93.40' 46.92' E N 74'02'08 "E - 21.17' - F N 74'02'08 "E - 63.75' - G 83°50'58" 25.00' 36.59' 22.45' H 90000'00" 25.00' 39.27' 25.00' 1 N37'09'32"W - 48.42' - 1 12+05.04 CROSS CREEK WAY CIL INT. =40+56.02 COYOTE CANYON ROAD CIL i O CL PROP. PVMT. MARKINGS PER COYOTE CANYON ROAD ST. IMP. PLANS �lIM17ED tjAREA ' II `. LINE SIGHT I II S=500'; V=55 MPH (COYOTE CAWON ROAD) SEE SHEET 6 UMVERENT DWG A10. 3800 GRAPHIC SCALE 40 0 20 40 80 110 = 40' C) I DELTA/BEARING RADIUS LEN./DIST. TANGENT J 16.15'37" 112.00' 31.78' 16.00' K N37009'32"W - 183.42' - L N53'25'09 "W - 50.00' - M N20'53'55"W - 50.00' - N 212-31'13 It 38.00' 140.95' 130.29' 0 90'00'00" 30.00' 47.12' 30.00' P N00720'50"W - 205.04' - Q N00720'50"W - 83.76' - R N00720'50"W - 84.33' - AE1 �ICASC Er-IGII\1EEIZII\ICG 937 SOUTH VIA LATA DRAWN BY: SUITE 500 OS COLTON, CA 92324 DESIGNED BY: PH. 909 783-0101 FAX 909 783-0108 OS PREPARED BY: CHRIS D. S R. C. E. NO. 41983 EXP. D 06 CHECKED BY: DATE: -O 6 -V S SBC CITY OF FONTANA, CALIFORNIA COYOTE CANYON TRACT 16325 STREET IMPROVEMENT PLANS SCALE: DEERWOOD LAN OVE VALLEY COURT AND AS SHOWN ABOVE C EK WAY DATE' AUGUST, 2004 \ AP VED BY: DRAWING NO.: 7 j•dfTy ENGINE R .C. E. 51152 DATE: 3741 7 M