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HomeMy WebLinkAbout3800-10(0 0 00 0 J j Lj .1 j J 34+86.73 -lA" TRAI 1 2 9 D LINE OF SIGHT () 0 p: CL 10 U C. L. C. BASIN "C S=500'; V=55 MPH L Lo W) ct� .. - U- W=10.0. ' V= 6.0 Uj Uj 00 LO (0 0 " P2 co Iz U) �j an,_ ON 0 5 r) co 0 + N a- 59 ,::c cn %- ..*.- [ . . . 11. Z () PROP. 24 SD cl V) cn EN 0>- -1- 0 11 cz, 12 cn 15 22 LAT "C-lA oc 14 3 Nil I ECRIII PER DING. NO. 3803 + "::c 4 '-NLO PROP. WROUGHT IRON GA7F + C) CAPE PLA -C) 0 PER LANS NS + 9-2 4z) . Z BCR 00 n -0 r-) B c� 134+65.23 [-PROP. 8 WATER LO -;:c LDT OAV- , .-- - Ll D I (ZI PROP. R1W L DT \'�-1 y 6 0 F 19 + FF F" 0) 0) CN '\��5.83 " A 61., C (1711 PROP. 78 SD ACT BOUNDARY 79.32 4A 162.4 9 "CC --TC- -PR-OP.-- T2--" -��E-W-ER- 61.86 35-+6,9.-17-1!.-8--7'-RT 0 LINE 76.58 Tc U, 6 .201 G C&;;3\ -co 79.20 LV Q - 5.71 TR PROP. CA "" "-A �p 1 1 72.35 .0 5 ACT BOUNDARY 1A 17 uu cN 1 99 7 1 Ni PRO CIL _31(00-=-==_=-==20 -k-U-F 9-1 -% U v V U. Ll. ljou I NOO*00 14 /*UL� EP �-jo+uu _Ep -7� N000017" - -- - -.=- 6313 Uj 61.6 Uj 55.83 LINE OF SIGHT PROP. 24" WA7ER 6' 20TC 62.60 . A nb J, Z: -LU S=5,00', V=55 (PHASE -TC MPH Rai- TC in] --wz 78.9 7 G- It � -�= .� _ -r' -' CONSTRUCTION NOTES 424.48' 075. R 1W EXISTIWG RIW---" -U TURE R/W FS 34 81-98" Z `2 EXIST I A jPj\l D226-072-cr) PROP. 10'Wx8H RCB BCR 62.541 �3�' OCONSTRUCT 4.5" A.C. PAVEMENT OVER 12" MIN. OF 957, COMPACTED NATIVE o . RD . Ci BASIN "C- 1 L T lr RE -IN) TC 10. 6'- V=6 0" IN 33+24.48 iH 7 1) D CURB & GU TTER -ACCE�-S SUBGRADE PER STD. PLAN NO. 1000 (SEE NOTES 31 & 32; & TYPICAL SECTION) N LINE "C" :A. + PER DWG. NO. 3803 PROP. 24" SDI 13EGIN PAYEMENT TRANS17ION I f i U Z 1-_: ) 4 LAT ,'C-lB" ,-: I ! j U LINE OF SIGHT : c i"i.) � q- 12 2 5 7 I I LL- P cj ...... S=500's- V=55 MPH ECRI 7- Aii:2O CONSTRUCT 8" CURB AND GUTTER PER STD. PLAN NO. 1003 J: ER 4D ING. NO. 3803 03 pn�-6- C-1 f k 4 5 5 jElA/ )E� C fr- L 2 7 LO co ECR--. V) --iz- 344�6,0.48 1 CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION) r PER STD. PLAN NO 1015 CONSTRUCT DG TRAIL PER LANDSCAPE PLAN 33+94.85 ROADRUNNER ROAD CIL INT. LL- A R C'EL I Ann r: A 1C T J 6 3-1r--)5 --33+85.47 COYOTE CANYON ROAD CIL C YO TE CAWOV MA D Zj EXIST. loom= RIW CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 SEE SHEET 5 PROP. 8Wx8H RCB Q LINE "C" TRACT 'FUT. I INSTALL STREET LIGHT (9500 LUMEN HPSV, 100 WATT, #10; 25FT) GRAPHIC SCALE PER D WG. NO. 3803 BOUNDARY 34" iR/W CONTRACTOR TO MAINTAIN @ PER STD. PLAN NO. 1016 40 0 20 40 8030' ACCESS AT ALL TIMES. 22 12' 11 INSTALL STREET NAME SIGN PER STD. DETAIL 139 1 401 IWOFESS 12' IN a 22 ADJUST SEWER MANHOLE RIM TO GRADE BASIS OF BEARINGc� LEGAL DESCRIPTION: OWNER/DEVELOPER SOIL ENGINEER 0 ADJUST VALVE CAN AND LID TO GRADE BEARINGS ARE BASED ON THE WESTERLY LINE OF 2.07. Q� WFUT 2 0 CL 90 i THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP p ADJUST STORM DRAIN MANHOLE RIM TO GRADE 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO. Centex Homes ALBS-KEEFE and ASSOC., INC.• 0. 5 INSTALL 1-4" AND 1-6" PVC SCH 40 IRRIGATION SLEEVES FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 41 8 DIRT AS SHOWN ON AMENDING MAP OF TRACT NO. 13750, 1265 Corona Pointe Court 1011 N. ARMANDO STREET @ 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY Corona, CA 92879 ANAHEIM, CA 92806 ACCESS REMOVE EXISTING FENCE RECORDER OF SAN BERNARDINO COUNTY, BEING Ph: (951) 479-9300 Ph: M4) WO -1626 Civil%- SECTION "A -A NORTH 0(Y30'2,V WEST. Fax: (951) 372-2819 Fax. (714) 630-1916 N.T.S. BENCH MARK: REV. REVISION DESCRIPTION DATE ENjR. CITY DATE SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA DESCRIBED BY METROPOLITAN WATER DISTRICT SO. cD r CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE AS AE11CASC INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE ADDED Stiffffr 12- SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT j E rNsJ C! 111 E E R I rs,,,J Ci STREET IMPROVEMENT PLANS SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 C= G) 937 SOUTH VIA LATA DRAWN BY: 10 REV. QTY* -:DELETED "NOT FOR CONSTRUCTION`, 9 1XIb C, COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN ROADRUNNER ROAD SCALE: .1. C-1) rIn SUITE 500 0S FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE CITY ENGINEER LU rri COLTON, CA 92324 AS SHOWN ABOVE FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING DELETED & RELOCATED IRRIGATION SLEEVES, 01- NO. C041983 ;:70 - DESIGNED B -FRON t 'SOUTH OF CANYON ROAD DATE: ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE PH (so 78 0S OF/P SEPT. 2004 YOU DIG RELOCATED STREET LIGHT & STORM DRAIN, ADDED CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. Y** < To i CANYON ROAD MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO EXP. 3/31 /08 p 3-0101 FAX (909) 783-0108 1 6 NORTH CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG P- ED CH S D CUMMILLS R. C. E NO. 41983 APP ED BY: DA 08 DRAWING NO.: MWDSC 3 INCH BRASS DISK STAMPED '33A 1992. TOLL FREE -800-07-2606 INTERSECTION & REVISED MEDIAN CURB, ADDED CN1L IV - 11 CHECKED BY: 17- 10 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Op, DATE. SBC J.M. deK, 3800 NAVD 88 - 1508.56 (FEET) C14Y EN 12 0 FENCE GATE GATE, 10' PAVEMENT & DRIVEWAY GINEERI'0� R.C.E. 51152 DATE: DELTA/BEARING RADIUS LEN./DIST. TANGENT A N00700'1 7"E 423.21 N00 -00'17"E - 424.48 90*38'14" 35.00 55.37' 35.39 89721'46" 35.00' 54.59' 34.61' N00-00'1 7-"E 494.85' 89-22'18 35 0' .0 54.59' 34 2 .6 N00 00 14 W 505.15 0*00'14"W - 31.00' N45'19'06 "W 35.00' 55.36' 35.39 _31(00-=-==_=-==20 -k-U-F 9-1 -% U v V U. Ll. ljou I NOO*00 14 /*UL� EP �-jo+uu _Ep -7� N000017" - -- - -.=- 6313 Uj 61.6 Uj 55.83 LINE OF SIGHT PROP. 24" WA7ER 6' 20TC 62.60 . A nb J, Z: -LU S=5,00', V=55 (PHASE -TC MPH Rai- TC in] --wz 78.9 7 G- It � -�= .� _ -r' -' CONSTRUCTION NOTES 424.48' 075. R 1W EXISTIWG RIW---" -U TURE R/W FS 34 81-98" Z `2 EXIST I A jPj\l D226-072-cr) PROP. 10'Wx8H RCB BCR 62.541 �3�' OCONSTRUCT 4.5" A.C. PAVEMENT OVER 12" MIN. OF 957, COMPACTED NATIVE o . RD . Ci BASIN "C- 1 L T lr RE -IN) TC 10. 6'- V=6 0" IN 33+24.48 iH 7 1) D CURB & GU TTER -ACCE�-S SUBGRADE PER STD. PLAN NO. 1000 (SEE NOTES 31 & 32; & TYPICAL SECTION) N LINE "C" :A. + PER DWG. NO. 3803 PROP. 24" SDI 13EGIN PAYEMENT TRANS17ION I f i U Z 1-_: ) 4 LAT ,'C-lB" ,-: I ! j U LINE OF SIGHT : c i"i.) � q- 12 2 5 7 I I LL- P cj ...... S=500's- V=55 MPH ECRI 7- Aii:2O CONSTRUCT 8" CURB AND GUTTER PER STD. PLAN NO. 1003 J: ER 4D ING. NO. 3803 03 pn�-6- C-1 f k 4 5 5 jElA/ )E� C fr- L 2 7 LO co ECR--. V) --iz- 344�6,0.48 1 CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION) r PER STD. PLAN NO 1015 CONSTRUCT DG TRAIL PER LANDSCAPE PLAN 33+94.85 ROADRUNNER ROAD CIL INT. LL- A R C'EL I Ann r: A 1C T J 6 3-1r--)5 --33+85.47 COYOTE CANYON ROAD CIL C YO TE CAWOV MA D Zj EXIST. loom= RIW CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 SEE SHEET 5 PROP. 8Wx8H RCB Q LINE "C" TRACT 'FUT. I INSTALL STREET LIGHT (9500 LUMEN HPSV, 100 WATT, #10; 25FT) GRAPHIC SCALE PER D WG. NO. 3803 BOUNDARY 34" iR/W CONTRACTOR TO MAINTAIN @ PER STD. PLAN NO. 1016 40 0 20 40 8030' ACCESS AT ALL TIMES. 22 12' 11 INSTALL STREET NAME SIGN PER STD. DETAIL 139 1 401 IWOFESS 12' IN a 22 ADJUST SEWER MANHOLE RIM TO GRADE BASIS OF BEARINGc� LEGAL DESCRIPTION: OWNER/DEVELOPER SOIL ENGINEER 0 ADJUST VALVE CAN AND LID TO GRADE BEARINGS ARE BASED ON THE WESTERLY LINE OF 2.07. Q� WFUT 2 0 CL 90 i THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP p ADJUST STORM DRAIN MANHOLE RIM TO GRADE 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO. Centex Homes ALBS-KEEFE and ASSOC., INC.• 0. 5 INSTALL 1-4" AND 1-6" PVC SCH 40 IRRIGATION SLEEVES FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 41 8 DIRT AS SHOWN ON AMENDING MAP OF TRACT NO. 13750, 1265 Corona Pointe Court 1011 N. ARMANDO STREET @ 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY Corona, CA 92879 ANAHEIM, CA 92806 ACCESS REMOVE EXISTING FENCE RECORDER OF SAN BERNARDINO COUNTY, BEING Ph: (951) 479-9300 Ph: M4) WO -1626 Civil%- SECTION "A -A NORTH 0(Y30'2,V WEST. Fax: (951) 372-2819 Fax. (714) 630-1916 N.T.S. BENCH MARK: REV. REVISION DESCRIPTION DATE ENjR. CITY DATE SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA DESCRIBED BY METROPOLITAN WATER DISTRICT SO. cD r CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE AS AE11CASC INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE ADDED Stiffffr 12- SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT j E rNsJ C! 111 E E R I rs,,,J Ci STREET IMPROVEMENT PLANS SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 C= G) 937 SOUTH VIA LATA DRAWN BY: 10 REV. QTY* -:DELETED "NOT FOR CONSTRUCTION`, 9 1XIb C, COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN ROADRUNNER ROAD SCALE: .1. C-1) rIn SUITE 500 0S FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE CITY ENGINEER LU rri COLTON, CA 92324 AS SHOWN ABOVE FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING DELETED & RELOCATED IRRIGATION SLEEVES, 01- NO. C041983 ;:70 - DESIGNED B -FRON t 'SOUTH OF CANYON ROAD DATE: ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE PH (so 78 0S OF/P SEPT. 2004 YOU DIG RELOCATED STREET LIGHT & STORM DRAIN, ADDED CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. Y** < To i CANYON ROAD MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO EXP. 3/31 /08 p 3-0101 FAX (909) 783-0108 1 6 NORTH CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG P- ED CH S D CUMMILLS R. C. E NO. 41983 APP ED BY: DA 08 DRAWING NO.: MWDSC 3 INCH BRASS DISK STAMPED '33A 1992. TOLL FREE -800-07-2606 INTERSECTION & REVISED MEDIAN CURB, ADDED CN1L IV - 11 CHECKED BY: 17- 10 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Op, DATE. SBC J.M. deK, 3800 NAVD 88 - 1508.56 (FEET) C14Y EN 12 0 FENCE GATE GATE, 10' PAVEMENT & DRIVEWAY GINEERI'0� R.C.E. 51152 DATE: 1 �: _i �_ ,017E