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HomeMy WebLinkAbout2678-3V 0. STALL. Z_Z 070'1/8001a Tib 15 85 /3 /4 ,. COLONIAL D SES 6,2/x?- 2 OF 1/49 /G TR. N0. /584-1 SCALE: CONSTRUCTION NOTES: 1�,4/9- 2.3 • 40' MATc1-1 LINE Sae /3'`•32 93 6Cr• 2 OF 9• O INSTALL 18" R.G.P. D -LOAD PER PLAN. INSTALL 24" R.G.P. D -LOAD PER PLAN. O4 INSTALL 30' R.G.P. D -LOAD PER PLAN. W ;� 0,� 25• %RCP 1145-TALL. 2_0._48.1..f /8'' Rei 13 50- D qv° a• 7 CfS • y�r 2 . � I� /5 n, CON6T• uG E'tgNP G1 7O CONSTRUCT JUNCTION STRUCTURE PER A.P.IW.A. STD. PLAN 331-0. DETAIL ON SHT. 9 10 CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 321-0. DETAIL ON SHT. 8 13 CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN 300-1. DETAIL ON SHT. 8 14 CONSTRUCT BRICK PLUG PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT STD. DWG. 5.F. 176A. DETAIL ON SHT. 8 No. 11 12 / 5 8; 3 13 0' It ALT ALT TA DATA I RI TE Q DELTA/BEARING RADIUS LEN_/DIST_ TANGENT '' N 87°49'22"W 25.81 '6 N 19°43'54"W 54.96 '' 38°11'49" 45.00 30.00 15.58 Q 55°54'17" 45.00 43.91 23.88 Q 94°06'06" 45.00 73.91 48.34 QF 10037'08" 758.00 140.48 70.44 Q 47°55'26" 45.00 37.64 20.00 QH 39°17'32" 45.00 30.86 16.06 Q 87°12'58" 45.00 68.50 42.86 sT - /5683 20 g• PROFILE: HORIZ: 1"= 40' VERT L:II_.- PLAN 1"= 40 ' 30 2 g 3 5� PLANS PREPARED FOR KAUFMAN & BROAD ATTN: MR. MIKE PEARSON 801 CORPORATE CENTER DRIVE SUITE 201 POMONA, CA 91768-2641 PHONE: (909) 802-1100 FAX (909) 802-1111 0 orim SCALE IN FEET 40 80 120 160 THESE RECORD DRAWINGS HAVE BEEN-PREPAREd;IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL. NOT BE RESPONSIBLE FOR ANY ERRORS OR -OMISSIONS WHICH,.' HAVE BEEN INCORPORATED INTO THE -DOCUMENTS AS .: A RESULT THEREOF. .3 OR •4 ® 18. OC ROUND EDGES TO RADIUS OF APPROXIMATE ID OF LATERAL. MAXIMUM 36' A 9 B EtARS N"' C. LATERAL / CONNECTOR PIPE ROUND EDGES • TO 3' R NOTES THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE, 6, SHALL NOT EXCEED 5°45'. 2. VALUES FOR A. B. C. Di AND D2 ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN REQUIRED BY NOTE 10. P SEE NOTE 8 TABLE FOR DIMENSIONS AND BAR SIZES D2 OR B (INCHES) F OR T (INCHES, A OR B BARS 4_ MAIN LINE D OR F BARS 12 4 15 4 1/4 18 4 1/2 21 5 24 5 1/4 27 5 1/2 30 6 33 6 1/4 36 6 1/2 39 7 u 0 42 7 1/2 45 7 3/4 48 8 51 81/2 54 9 57 9 1/4 60 9 1/2 63 '10 66 10.1/4 69 10. 3/4 72 78 11 3/4 84 12 1/2 •6 © 3' OC u 0 i0 90 13 1/4 96 14 102 15 1/2 108 16 114 16 1/2 120 17 126 17 132 17 1/2 138 17 1/2 144 18 0 0 e.I 0 0 18 0 io STATION STATION PT. N' M •3 OR •4, SEE NOTE 4 D BARS PLAN STATION LONGITUDINAL SECTION A BARS F BARS •4018' OC. BOTH WAYS. TO BE USED WHEN 02 IS 60' OR MORE 4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615, GRADE 40, AND SHALL TERMINATE I 1/2' CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL BARS SHALL BE .3 OR SPACED 18" OC OR LESS. • 6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS OPERATION. EXCEPT THAT THE CONTRACTOR SHALL HAVE THE OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT LONGITUDINAL KEYWAY. 7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION OF THE CONTRACTOR TO MEET RCP ENDS. USING D BARS. LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE. BUT ANY CHANGE IN THE LOCATION OF SPUR MUST BE APPROVED BY THE ENGINEER. 8. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE, UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS. 9. WHEN THERE IS NO SPUR REQUIRED,A 8 B BARS SHALL BE OMITTED. 10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT DRAWINGS. INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY. ELEVATION S SHALL BE SHOWN ON PROJECT DRAWINGS, AND INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN OR GRADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON PROJECT DRAWINGS ONLY WHEN STUB IS TO BE PROVIDED IN MAIN LINE FOR FUTURE CONSTRUCTION OF INLET PIPE. H. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 25'. IF THE COVER EXCEEDS 25' .A SPECIAL STRUCTURE SHALL BE DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS. m •4®18. OC. BOTH WAYS. TO BE USED WHEN B IS 60' OR MORE SECTION N. -N" -N"' PROJECTED ON M -M -N'° AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE APWA-AGC JOINT COOPERATIVE COMMITTEE ,est TRANSITION STRUCTURE PIPE TO PIPE STANDARD PLAN 340-0 SWEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 340-0 SHEET2OF2 TRANSITION STRUCTURE PIPE TO PIPE Q 3.14'•at BENCH MARK: NO. 615 RAILROAD SPIKE AT INTERSECTION OF CITRUS AVE. AND LOS CEDROS AVE., IN POWER POLE NO. 9011E ON THE EAST SIDE OF CITRUS AVE. ELEVATION: 1467.59 BASIS OF BEARINGS: THE BEARING OF N89°30'06" ALONG THE NORTH LINE OF SECTION 30 SANWBERNARDINORMEIIDIANE ASW SHOWN ON RECORD OF SURVEY FILED IN BOOK 58, PAGE 5 OF RECORDS OF SURVEY WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP CITY OF FONTANA, CALIFORNIA REVISIONS ENGR'S APPROVAL DATE CITY APPROVAL DATE PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. OF THE INLAND EMPIRE 10601 CHURCH STREET STE. 107 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 %, iypie. , a ._ 4 7-99 J. . MADOLE R.C.E.14814 DATE DRAWN BY: MFG DESIGNED: E.F. CHECKED: fir JOB NO. 826-1163 SIERRA LAKES AUGUSTA DRIVE STORM DRAIN PLAN TO INFILTRATION BASIN N0.4 APPROVED T•'7 STORM DRAIN PLAN- TR . 15683 - 4 [0, 231] PF: 15685 854 CITY ENGINEER R.C.E. 25126 SCALE: AS SHOWN DATE: DWG. NO. 2&'78 SHEET NO. 3oF9 22 -Sep -98 10: 15 AM / 826-1154-1 DWG. DATE: ' MAW 'O 826-1163