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HomeMy WebLinkAbout3802-9L CONSTRUCTION NOTES 7725' MIN. 3 O5 CONSTRUCT 6' WROUGHT IRON WALL FENCE PER PERIMETER WALL PIANS. DEBRIS BASIN B � 0 123 GRADE PER PLAN. 29. 27, 3 vii 28 CONSTRUCT 4" CLASS 'A" CONCRETE WITH 6"x6" 1.3Wx1.3W W.W.F._ _ 3 � VARIES m w DELTA/BEARING 35 O CONSTRUCT 1/4 TON CONCRETE RIPRAP PER CALTRANS STD. SPEC. SEC. 72 (METHOD "B') AND DETAIL ON SHEET 15. 1 36 �1 AO z -i I36 N/A 76.16' CONSTRUCT ACCESS ROAD WITH 0.25' AC (TYPE B) OVER 6" 95% COMPACT NATIVE (WIDTH PER PLAN). Q�O�SSIQ�y © N N/A 42 CONSTRUCT 14 Wx 10 H SINGLE CELL REINFORCED CONCRETE BOX CULVERT PER MODIFIED CALTRANS ,�, 1 01LO `9 SECTION n C_ Cn C N89006'01 "E STD. PLAN D80 AND DETAIL ON SHEET 16. 32.67' 1-11 m GRAPHIC SCALE 45 CONSTRUCT TYPE 'A" BOX CULVERT WINGWALLS PER CALTRANS STD. PLAN D84. No. 1 »20' HORIZ. 0 40 0 20 40 $o 46 Exp. 3131 � l 1 =10 VERT. CONSTRUCT 1 TON CONCRETE RIPRAP WITH UPPER 6 TO 9 OF TOP LAYER EXPOSED PER CALTRANS 0 N66'31'5699E 1 " = 40' 72.69' STD. SPEC. SEC. 72 (METHOD "A" PLACEMENT) AND DETAIL HEREON. c1'� COL. � L OF 58 CONSTRUCT CONCRETE V -DITCH PER DETAILS ON SHEET 10. �'OF�\�O 66.24' © N01 -50950"W N/A C_n �L. E N/A OH N89'5713399E BASIS OF BEARING LEGAL DESCRIPTION: OWNER/DEVELOPER SOIL ENGINEER BENCH MARK: 00 THE BASIS OF BEARING IS BASED ON THE WESTERLY E -0 LINE OF THE NORTHEAST QUARTER OF SECTION 23 ' BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 CENTEX HOMES ALBUS-KEEFE and ASSOC INC. DESCRIBED BY METROPOLITAN WATER DISTRICT SO. CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN OF SECTION 14, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN 1265 CORONA POINTE COURT CORONA, CA 92879 1011 N. ARMANDO STREET AVE. 101 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 FEET SOUTH OF THE CENTERLINE OF LO ON FINAL TRACT MAP NO. 13750, FILED IN BOOK 250, AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO. PHS (951) 279-3000 ANAHEIM CA 92806 Fax 630-1916 SUMMIT AVE. SET FLUSH ON THE NORTHWEST CORNER OF A 10 FOOT WIDE CATCHBASIN 0.8 FOOT SOUTH OF OF THE COUNTY RECORDER OF SAN BERNARDtNO FAX (951) 279-2100 Phi (714) 630-1626 CURB FACE. A STANDARD MWDSC 3 INCH BRASS DISK STAMPED 133A 1992'. o COUNTY, BEING NORTH 0(730'24' WEST. NAVD 88 - 1508.56 (FEET) I - rl-o p O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT N BERNARDINO COUN t, N CO 05LO F L CONTROL DI CT N COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 6 CD o SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE SUBMITTED BY: CHIEF, FIELD EN G DIVISION DATE o Q DIAL WORKING FDAYS CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING RECOMMENDED BY: Z a �o BEFORE �� BEFORE YDU DIG Ou DIG 2 1�ECo,ev DR,j/,v/A/G o� os�ii '�'<< THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN A ANT FLOOD CONTROL ENGI DATE *v o TOLL FREE 1-800-227-2600 0 REMOVED 'NOT FOR CONSTRUCTION', REVISED 8/17/ AMT (�p APPROVED BY• o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RICH BASIN GRADING - ADDED 20' BENCH EFFECT. '00FLOOD CONTROL ENGINEER UNE/CURVE DATA O DELTA/BEARING RADIUS LEN./DIST. TANGENT AO N82-16'22 l9w N/A 76.16' N/A © N89006'01 "E N/A 681.27' N/A C N89006'01 "E N/A 32.67' N/A D 22034'05" 25.00' 9.85' 4.99' 0 N66'31'5699E N/A 72.69' N/A OF 111-37"14 to 45.00' 87.67' 66.24' © N01 -50950"W N/A 213.66' N/A OH N89'5713399E N/AN/A SEAL—ENGINEER QR4FESSIONq� -moo ARIC M. TORREYSO Lij No. 66068 ic Exp. 06-30-08 s� Civic �\Q 9TF OF EXP. . ................... . ............. 1619.50 '_ TW 1614.42 TF 1618.42 FG 25' MIN. q_ 27 29' 36 i1— 8iv- 3' SECTION °D -D' DETAIL �Q n SCALE: 1"=20' / I CL LIN I; TW TF FG 'moi• t I •I I UPPER 6" TO 9" EXPOSED 1 TON CONCRETE RIPRAP PER CALTRANS STD. SPEC SECTION 72. "? (METHOD "A" PLACEMENT). gnomon :. TYPICAL 1 TONRIPRAP SECTION SCALE: 1"=20' VARIES (NP) 8 3� 4FG 31 2 JE VARIES4 CONC. W1 �r 6"x6" WWF 2' MIN. 8 SECTION "Q—fi n SCALE: 1"=20' R/W 65' _, VARIES ��� 2' 867.90 CUTTOFF WALL © 20' INTERVAL MAX. E1\IG I N E E R I I\IG 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 PH. (909) 783-0101 FAX (909) 783-0108 g7D BY: ARIC M. RREYSON R.C.E. NO. 66068 T l.E: - 0- / DATE: PAD 150' 3 -% 20' MIN. 1 3 36 1 n . SECTION °B -B' SCALE: i"=20" Z=VARIES PER PROFILE 8" CLASS 'A" CONCRETE WITH #4 @ 18" 0. C. B. W. SPILLWAY NTS CITY OF FONTANA, CALIFORNIA COYOTE CANYON DRAWN BY: O.S. DEBF BASIN 'B' sc AS SHOWN DESIGNED BY: CY3ADI ETAIL SHEET DATE: A.T. NOVEMBER 2005 CHECKED BY: D BY: DRAWING NO.: 9 C.V.A. CI -EqdfNEER R.C.E. 51152 DAT 3802 25