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HomeMy WebLinkAbout3800-6ED 0 00 0 I S=500'; V=55 MPH rRvr. vv �•�TR H y fig•' 41+12.67 0 83.94 TC 84 1 114* -.98 TC -- - r_1 ) r L/ 11 + v M E77.38 I 22 + _ \ f- 1 2 1 rn m+FS ' 19 r + — J _ r ) 1' "� 34' 6 34' 77.78 TC r ' J 1 1 r' rJ _ _ 8 BCR 8 1 /, \•\ \�• rJ �.r-1 � r 16 � 2 > , 26 6.5' I ' , TRA (�` � r r r �' 1 5' --� 0.5 rr�-� ., r 1 J .� 7ORAWRE STREET) ---� �I CONSTRUCTION NOTES PER DWS NO. 3741 CROSS GEEK WAY 0 1 CONSTRUCT 6.5" A. C. PAVEMENT OVER 12" MIN. OF 957 COMPACTED NATIVE PER DWC N0.3741 SUBGRADE PER STD. PLAN NO. 1000 (SEE NOTES 31 & 32; & TYPICAL SECTION) 2O CONSTRUCT 8" CURB AND GUTTER PER STD. PLAN NO. 1003 O3 CONSTRUCT 8" CURB PER STD. PLAN NO. 1003 GRAPHIC SCALE COYOTE CANYON ROADOPER SSRD C PLAN ENOL 10 (WIDTH TAS SHOWN ON TYPICAL SECTION) 40 0 20 40 8015 5O CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 lop = 40' 6O CONSTRUCT CROSS GUTTER PER STD. DETAIL 104 (MODIFIED W=10') �pFESS/pN 80 INSTALL STREET LIGHT (22000 LUMEN HPSV; 200 WATT; #20; 30FT) BASIS OF BEARINGS C(/ ��Q . <c" PER STD. PLAN N0. 1016 LEGAL DESCRIPTION: OWNER/DEVELOPER SOIL ENGINEER ��- �1,� 4__ 12 CONSTRUCT DRIVEWAY PER STD. PLAN N0. 1005A BEARINGS ARE BASED ON THE WESTERLY LINE OF i THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP 2 m 17 ADJUST SEWER MANHOLE RIM TO GRADE 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, 1 NORTH, RANG 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO. Centex Homes ALBS-KEEFE and ASSOC. INC. w o. 1983 M 19 ADJUST VALVE CAN AND LID TO GRADE AS SHOWN ON AMENDING MAP OF TRACT NO. 137501 1265 Corona Pointe Court 1011 N. ARMANDO STREET Th° INSTALL BARRICADE PER STD. PLAN NO. 118 BLED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH Corona, CA 928790 ANAHEIM, CA 92806 66 INCLUSIVE IN THE OFFICE OF THE COUNTY �S' pa/1%- �� �2 INSTALL 1-4" AND 1-6" PVC SCH 40 IRRIGATION SLEEVES RECORDER OF SAN BERNARDINO COUNTY, BEING Phi (95`1) 479-9300 Phi (714) 630-1626 NORTH 00''30'24' WEST. Fax` (951) 372-2819 Fax= (714) 630-1916 � OF CA��F� �4 REMOVE EXISTING FENCE BENCH MARK: kq REV. REVISION DESCRIPTION DATE CITY AE11CASC jD.ATT SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA DESCRIBED BY METROPOLITAN WATER DISTRICT SO. Q D AS �e�co�n o2Aw�iyc� or os/�� ESS/0CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE �o Q D • C� �q� STREET IMPROVEMENT PLANS INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE o 22 ADDED Sft+ EFT 12 0; w SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �<cQ' ����' '��� F.L� E I\I Ci I NJ E E RI N SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 ,� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN �' J' y 937 SOUTH VIA LATA DRAWN BY: COYOTE CANYON ROAD SCALE: FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 1Q REV. QTY.; DELETED NOT FOR CONSTRUCTION ; D L• HE O C THE CITY EN NEE W m SUITE 500 OS AS SHOWN ABOVE RE NAND ARRIED FORTH IN A DILIGENT MANNER, R NO. C041983 COLTON, CA 92324 DESIGNED BY: F OM ± 414' E OF ROADRUNNER ROAD DATE: FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING DELETED & RELOCATED IRRIGATION SLEEVES, MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO EXP. 3/31/08 P�. sos) 783-010 FAx sos 783-0 08 ± 1465' E F ROADRUNNER ROAD ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 0 O SEPT. 2004 CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG YOU DIG RELOCATED STREET LIGHT & STORM DRAIN; ADDED PREP REDIBY. C RIS D. CUM NS R.C.E. NO. 41983 CHECKED BY: P DRAWING N MWDSC 3 INCH BRASS DISK STAMPED '33A 1992'. TOLL FREE 1-800-227-2600 INTERSECTION & REVISED MEDIAN CURB, ADDED 9TF CNI� �F���\P Ex . D T . 3/ 1 8 O.: 6 2 OF CAS DATE, ��� SBC J . M, l2 3800 . NAVE) 88 1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT FENCE GATE 10 PAVEMENT & DRIVEWAY Y ENGINEER R.C.E. 51152 DATE. 2 DELTA/BEARING RADIUS LEN./DIST. TANGENT A N89'22'03"E - 198.66' - B N89 -22'03"E - 256.02' - C 90°17'07" 35.00' 55.15' 35.17' OD 89'42'53" 35.00' 54.80' 34.83' CE) N89°22'03"E - 793.98 - F I N89 -22'03"E - 737.29' - G 180'00'00" 2.00' 6.28' INFINI TE H N89 °22'03"E - 138.00' - 1 N89.22'03"E - 740.02' - J N8922'03"E - 447.72' - K 120' BA Y TAPER - 120.52' - L 120' BA Y TAPER - 63.75' - M N89722'03"E - 201.46' - N N89'22'03"E - 138.00' - O 90100'00" 35.00' 54.98' 35.00' © PORTION OF 100' PARABOLIC FLARE _ 34.34' Q N89 -22'03"E - 736.98' - R N89.22'03"E - 199.02' - RECORDER OF SAN BERNARDINO COUNTY, BEING Phi (95`1) 479-9300 Phi (714) 630-1626 NORTH 00''30'24' WEST. Fax` (951) 372-2819 Fax= (714) 630-1916 � OF CA��F� �4 REMOVE EXISTING FENCE BENCH MARK: kq REV. REVISION DESCRIPTION DATE CITY AE11CASC jD.ATT SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA DESCRIBED BY METROPOLITAN WATER DISTRICT SO. Q D AS �e�co�n o2Aw�iyc� or os/�� ESS/0CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE �o Q D • C� �q� STREET IMPROVEMENT PLANS INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE o 22 ADDED Sft+ EFT 12 0; w SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �<cQ' ����' '��� F.L� E I\I Ci I NJ E E RI N SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 ,� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN �' J' y 937 SOUTH VIA LATA DRAWN BY: COYOTE CANYON ROAD SCALE: FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 1Q REV. QTY.; DELETED NOT FOR CONSTRUCTION ; D L• HE O C THE CITY EN NEE W m SUITE 500 OS AS SHOWN ABOVE RE NAND ARRIED FORTH IN A DILIGENT MANNER, R NO. C041983 COLTON, CA 92324 DESIGNED BY: F OM ± 414' E OF ROADRUNNER ROAD DATE: FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING DELETED & RELOCATED IRRIGATION SLEEVES, MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO EXP. 3/31/08 P�. sos) 783-010 FAx sos 783-0 08 ± 1465' E F ROADRUNNER ROAD ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 0 O SEPT. 2004 CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG YOU DIG RELOCATED STREET LIGHT & STORM DRAIN; ADDED PREP REDIBY. C RIS D. CUM NS R.C.E. NO. 41983 CHECKED BY: P DRAWING N MWDSC 3 INCH BRASS DISK STAMPED '33A 1992'. TOLL FREE 1-800-227-2600 INTERSECTION & REVISED MEDIAN CURB, ADDED 9TF CNI� �F���\P Ex . D T . 3/ 1 8 O.: 6 2 OF CAS DATE, ��� SBC J . M, l2 3800 . NAVE) 88 1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT FENCE GATE 10 PAVEMENT & DRIVEWAY Y ENGINEER R.C.E. 51152 DATE. 2