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Home My WebLink About4403-2ULTIMATE NORTH R/W 66' EXISTING NORTH R/W CONSTRUCTION CROWNLINE CENTERLINE OF RECORD I 66' VARIES 98± TO 96'± EXISTING ULTIMATE SOUTH R� yH ::R W IVARIES FROM 68'f TO 65'f 30' I II I 1 34.19' 1 1 22'f VARIES 16'f -20'f FUTURE A. C. I PAVEMENT .►�/ 2.25% _ EXISTING �\ DAYLIGHT j/ _ _ - - GROUND EXIST. BERM GRIND AND OVERLAY'Z - - - ! EXISTING TO BE REMOVED 1 112 " MIN. OVER _ - - - - - - - - - - GROUND EXISPAVEMENT T1=6.5 DUNCAN CANYON ROAD TYPICAL SECTION N.T.S. STA. 73+04.83 TO STA. 73+14.83 ULTIMATE NORTH R/W EXISTING NORTH 66' R/W coNsrRucrIoN CROW LINE CENTERLINE OF RECORD 66' VARIES FROM 96'f TO 81.54' R.O.W. EXISTING ULTIMATE SOUTH SOUTH R/W R/W MrCICJ rrXvm UJ i ► v .J ► -%J-r- I 1 I I 34.19' I 4' 22'f 20' I FUTURE A. C. 1 PAVEMENT "VARIES ' I 09-2.0 *VARIESI EXISTING DAYLIGHT _ _ _ _ GROUND EXIST. BERM *VARIES **2.09 _ - - - EXISTING TO BE REMOVED 2.259-O% EXIST. BERM ` - - - - - - - - - - GROUND TO BE REMOVED EXISTING PAVEMENT TO BE REMOVED T1=6.5 D UNCAN CANYON ROAD TYPICAL SECTION N.T.S. *FROM STA. 73+14.83 TO STA. 74+00.00 **FROM STA. 74+00.00 TO STA. 74+50.00 ULTIMATE NORTH R/W I 66' EXISTING CONSTRUCTION NORTH CROWNLINE R/W . . 81.5' R.O.W. VARIES FROM 81.72' TO 73.11. VARIES FROM 4' VARIES FROM 4 7.53 TO 38.9 3'-5'f VARIES 3 w r 17't v 1- o U I CL 0 I 2.7 .2. Q EXISTING 0 GROUND 2' z CENTERLINE OF RECORD 66' 1 VARIES FROM 51.54' TO 51.56' 30' 34.19' 20' VARIES FROM 17'f 12'f TO 19'f 1 w � � w w V) � X V)� 2.0O9 Xw cc � Q _________- FL ELEV. TI=6.5 - - -' - EARTHEN PER PLAN DUNCAN CANYON ROAD o SWALE 0 TYPICAL SECTION N.T.S. 0 STA. 74+50.00 TO STA. 75+93.79 v E O L EXISTING ULTIMATE SOUTH SOUTH R /w I R/W I I I i I I EXISTING GROUND ULTIMATE NORTH R/W 66' I I EXISTING - ^----- GROUND---- EARTHEN SWALE ULTIMATE NORTH R/W I ULTIMATE NORTH R/W I 66' CONSTRUCTION CROWNLINE EXISTING NORTH R/W I VARIES FROM 38.92' TO 0 66' PER PLAN TI = 6.5 �J D UNCAN CANYON ROAD TYPICAL SECTION N.T.S. STA. 75+93.79 TO STA. 82+61.17 *FROM STA. 76+29.81 TO STA. 82+61.17 CONSTRUCTION CROWNLINE CENTERLINE OF RECORD PAR n w 66' EXISTING CENTERLINE NORTH OF RECORD / 60' R. 0. W. CITY OF FONTANA, CALIFORNIA O/ L DRAWN BYGS .}r 2;1 937 SOUTH VIA LATA, SUITE 500 C •L DESIGNED BY: OS/ AE ?.•� GROUND Qi 4' VARIES FROM 30'f TO 33.61'± •�, BASIS OF BEARINGS: PER PLAN BEARINGS ARE BASED ON THE NORTH LINE OF THE VARIES FROM 6'± NORTHEAST 1, OF THE NORTHWEST 1, OF SECTION 24, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO 12'f TO 13f 1 i MERIDIAN, AS SHOWN ON TRACT 16325, FILED IN BOOK °, >. 312 OF MAPS, AT PAGES 16 THROUGH 24, INCLUSIVE, IN EXISTING THE OFFICE OF THE COUNTY RECORDER OF SAN o BERNARDINO COUNTY, BEING NORTH! W23'57 EAST. w vN a Lo o BENCH MARK: A o DESCRIBED BY METROPOLITAN WATER DISTRICT SO. - -------��-� 21 2.00Z w w O i 0 CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE %o SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 0 675 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING E 6 ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS RE Z Q) CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DI G DIG �'o MWDSC 3 INCH BRASS DISK STAMPED 133A 1992'. TOLL FREE 1-800-227-2600 _ A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT v v o� EXISTING ULTIMATE SOUTH SOUTH R /w I R/W I I I i I I EXISTING GROUND ULTIMATE NORTH R/W 66' I I EXISTING - ^----- GROUND---- EARTHEN SWALE ULTIMATE NORTH R/W I ULTIMATE NORTH R/W I 66' CONSTRUCTION CROWNLINE EXISTING NORTH R/W I VARIES FROM 38.92' TO 0 66' PER PLAN TI = 6.5 �J D UNCAN CANYON ROAD TYPICAL SECTION N.T.S. STA. 75+93.79 TO STA. 82+61.17 *FROM STA. 76+29.81 TO STA. 82+61.17 CONSTRUCTION CROWNLINE CENTERLINE OF RECORD PAR n w 66' EXISTING CENTERLINE NORTH OF RECORD / 60' R. 0. W. - _ - - FL ELEV. EXI STI NG_7 EARTHEN PER PLAN GROUND SWALE T1=6.5 D UNCAN CANYON ROAD TYPICAL SECTION N.T.S. STA. 82+61.17 TO STA. 85+38.02 J 66' CONSTRUCTION CROWNLINE 66' =XISTING CENTERLINE NORTH OF RECORD R/W 1 60' R. 0. W. I 34.19' 30' 20' I I 3' 4' 20' VARIES 14'f FROM EXISTING GROUND 7'f TO 12'f CLw cc ------- co --_-i-_:----- ---- - - 2•.7 � 2.009 w EXISTING ------- 2;1 -� GROUND � FL ELEV. EARTHEN PER PLAN SWALE TI=6.5 D UNCAN CANYON ROAD TYPI CAL SECTION N.T.S. STA. 85 + 38.02 TO STA. 88+55.52 SHOULD CONSTRUCTION OF THE REOUIRED 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. CONSTRUC77ON NOTES O1 CONSTRUCT 0.55' A.C. PAVEMENT OVER 0.65' C.A.B. PER CITY OF FONTANA STD. PLAN N0. 400 (SEE NOTES 31 & 32; &TYPICAL SECTION) SEAL -ENGINEER O Q�OF ESS/kN <v��` J�, Hos l F� c") cD v, o A � NO. 42280 � EXP. 03/31 /10 s� CN IL �P 9TF OF CAL�F�� ULTIMATE SOUTH R/W EXISTINd SOUTH R/W I I I I� .I c -- cL 21 EXISTING 2'7 GROUND *EARTHEN FL ELEV. SWALE PER PLAN ULTIMATE SOUTH R/W J EXI STI NJ SOUTH R/W I 30' 4' 3' w 11 c cl- 2;1 EXISTING 2.•� GROUND EARTHEN- SWALE FL ELEV. PER PLAN ULTIMATE SOUTH R/W EXISTING SOUTH � R/W � I 30' 4' 3' I I� �I w CITY OF FONTANA, CALIFORNIA O/ 30' DRAWN BYGS ct 2;1 937 SOUTH VIA LATA, SUITE 500 VARIES FROM 34.19' TO 20' DESIGNED BY: OS/ AE ?.•� GROUND 3' 4' VARIES FROM 30'f TO 33.61'± FL ELEV. DRAWING NO.: 2 3 4 PER PLAN VARIES FROM 6'± 1 12'f TO 13f 1 1 EXISTING o w w GROUND - 2• a - -------��-� 21 2.00Z w w - _ - - FL ELEV. EXI STI NG_7 EARTHEN PER PLAN GROUND SWALE T1=6.5 D UNCAN CANYON ROAD TYPICAL SECTION N.T.S. STA. 82+61.17 TO STA. 85+38.02 J 66' CONSTRUCTION CROWNLINE 66' =XISTING CENTERLINE NORTH OF RECORD R/W 1 60' R. 0. W. I 34.19' 30' 20' I I 3' 4' 20' VARIES 14'f FROM EXISTING GROUND 7'f TO 12'f CLw cc ------- co --_-i-_:----- ---- - - 2•.7 � 2.009 w EXISTING ------- 2;1 -� GROUND � FL ELEV. EARTHEN PER PLAN SWALE TI=6.5 D UNCAN CANYON ROAD TYPI CAL SECTION N.T.S. STA. 85 + 38.02 TO STA. 88+55.52 SHOULD CONSTRUCTION OF THE REOUIRED 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. CONSTRUC77ON NOTES O1 CONSTRUCT 0.55' A.C. PAVEMENT OVER 0.65' C.A.B. PER CITY OF FONTANA STD. PLAN N0. 400 (SEE NOTES 31 & 32; &TYPICAL SECTION) SEAL -ENGINEER O Q�OF ESS/kN <v��` J�, Hos l F� c") cD v, o A � NO. 42280 � EXP. 03/31 /10 s� CN IL �P 9TF OF CAL�F�� ULTIMATE SOUTH R/W EXISTINd SOUTH R/W I I I I� .I c -- cL 21 EXISTING 2'7 GROUND *EARTHEN FL ELEV. SWALE PER PLAN ULTIMATE SOUTH R/W J EXI STI NJ SOUTH R/W I 30' 4' 3' w 11 c cl- 2;1 EXISTING 2.•� GROUND EARTHEN- SWALE FL ELEV. PER PLAN ULTIMATE SOUTH R/W EXISTING SOUTH � R/W � I 30' 4' 3' I I� �I w CITY OF FONTANA, CALIFORNIA O/ STREET IMPROVEMENT PLANS DRAWN BYGS ct 2;1 937 SOUTH VIA LATA, SUITE 500 EXISTING DESIGNED BY: OS/ AE ?.•� GROUND EARTHEN- PREPARED BY. STEVE J. HOSFORD R.C.E. NO. 42280 EXP. TE: 3 31 3;t� DATE. v SWALE FL ELEV. DRAWING NO.: 2 3 4 PER PLAN AEll=CASC CONSULTING CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS DRAWN BYGS DUNCAN CANYON ROAD AS SHOWN ABOVE 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 PH. (909) 783-0101; FAX (909) 783-0108 DESIGNED BY: OS/ AE TYPIC EET SECTIONS DATE: JUNE 2008 PREPARED BY. STEVE J. HOSFORD R.C.E. NO. 42280 EXP. TE: 3 31 3;t� DATE. v CHECKED BY: SJH ��y' ROVED 7-Z0 CITY ENGINEER R.C.E. 51152 DATE: DRAWING NO.: 2 3 4