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HomeMy WebLinkAbout3871-5Q N� 0 Tj i 1 I I o+ 1 i �' 1 1 ' ! i 10 UX cV_ - - I O CSI Lo f— - - �-- -� 00. -F -�- - I i i O 1 ! _ ; -� ! I I -j H- O -- -_ -H44 - -- ---� - -- --- --- - - ----tea--- � - -----�---- �-- - i-r---�---F� ��� 1 �` " ._ _�---�------�---- - 1 BENCHMARK SAN BERNARDINO COUNTY B.M. OF 627, NAVD 88 ELEVATION: 1011.70 FEET 1 �- i- -==-r III LJ i ! I 0.007 v M' i r? 4V c O -pG---� � I -O awl 7- i 4+00 s ALPINE DRIVE TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 5+00 20 R/W LO I N09'27'55"E To wr- 000 w `_ . z_ E,lo CL- 3w J Q J 00rl U REV. REVISION DESCRIPTION DATE ENGR. CITY DATE NO. 300-2; 24" 42" 24" 45' 3.04'- MANHOLE PIPE TO PIPE (ONE OR MORE MAIN LINE ID'S 30" 42" 1 24" 1 45' 3.46' SUPPLY AND INSTALL 18" RCP D—LOAD AS SHOWN ON PROFILE 15 SUPPLY AND INSTALL 24" RCP D—LOAD AS SHOWN ON PROFILE 19 CONSTRUCT MANHOLE PIPE TO PIPE PER A.P.W.A. STD. PLAN NO. 322-1, DETAIL ON SHEET 3 20 REMOVE EXISTING MANHOLE 21 INSTALL 36" R.C.P. (D—LOAD PER PLAN) BEDDING TYPE 'R C, DwCf PER DETAIL •I -0 GL_�c _1 lr 5. 13+50= D 1+00 19 MANHOLE PIPE TO PIPE DATA 2+00 No CURVE TABLE CURVE LENGTH RADIUS DELTA ITANGENT 1 24.98' 22.50' 63'36'44" 13.95' No LINE TABLE LINE LENGTH BEARING 1 126.20' N 09'27'55"E 2 22.29' N 69'27'55"E LEGEND PROPOSED AC PAVEMENT • ' PROPOSED SIDEWALK STREET LIGHT FIRE HYDRANT SHOULD CONSTRUCTION OF THE REQUIRED 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. 4" DIA. STEEL PIPE SCH. 40 FILLED WITH CONCRETE GROUT J"JOINT FILLER MATERIAL ALL AROUND FS S I 2) -0 - DIA. CONCRETE GROUT DEBRIS POST DETAIL NTS I PROFILE SCALES 1"=40' HORIZONTAL 1"=4' VERTICAL STORM DRAIN CONSTRUCTION NOTES 12 B D2 I D1 I A C NO. 300-2; 24" 42" 24" 45' 3.04'- MANHOLE PIPE TO PIPE (ONE OR MORE MAIN LINE ID'S 30" 42" 1 24" 1 45' 3.46' No CURVE TABLE CURVE LENGTH RADIUS DELTA ITANGENT 1 24.98' 22.50' 63'36'44" 13.95' No LINE TABLE LINE LENGTH BEARING 1 126.20' N 09'27'55"E 2 22.29' N 69'27'55"E LEGEND PROPOSED AC PAVEMENT • ' PROPOSED SIDEWALK STREET LIGHT FIRE HYDRANT SHOULD CONSTRUCTION OF THE REQUIRED 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. 4" DIA. STEEL PIPE SCH. 40 FILLED WITH CONCRETE GROUT J"JOINT FILLER MATERIAL ALL AROUND FS S I 2) -0 - DIA. CONCRETE GROUT DEBRIS POST DETAIL NTS I PROFILE SCALES 1"=40' HORIZONTAL 1"=4' VERTICAL STORM DRAIN CONSTRUCTION NOTES 12 CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN NO. 300-2; (WIDTH PER PLAN), DETAIL ON SHEET 2 13 CONSTRUCT MANHOLE PIPE TO PIPE (ONE OR MORE MAIN LINE ID'S 33" OR SMALLER PER A.P.W.A. STD. PLAN NO. 321-1, DETAIL ON SH 14 SUPPLY AND INSTALL 18" RCP D—LOAD AS SHOWN ON PROFILE 15 SUPPLY AND INSTALL 24" RCP D—LOAD AS SHOWN ON PROFILE 19 CONSTRUCT MANHOLE PIPE TO PIPE PER A.P.W.A. STD. PLAN NO. 322-1, DETAIL ON SHEET 3 20 REMOVE EXISTING MANHOLE 21 INSTALL 36" R.C.P. (D—LOAD PER PLAN) BEDDING TYPE III PER DETAIL ON SHEET 4 © PROTECT IN PLACE s�311 W C i No. 36637 \\� PLAN PREPARED BY: o QROFESSjpNq VAN DELL AND ASSOCIATES, 14C. 6-1caR GO �F CIVIL ENGINEERS p � SURVEYORS LAND PLANNERS � p z DRAWN BY: � No. 024725 17801 CARTWRIGHT ROAD NMH IA * Exp.12/31/05 * IRVINE CA 92614 (949) 474-1400 DESIGNED BY: k CIVIL �� � TM StpB;V1810N OF: � WWW OF C�f CHECKED BY: DRG DONALD R. GORDON R.C.E. 24725 DATE P J. RECORD DRAWINGS PREPARED By MADOLE dASSOCIATES, INC. RECORD DRAWING int,jt HEC! f°"'GS HAVE BEEN PREPARED, W PART, ON Tr S 0 *INFORMATION COMPILED AND FURNISHED Y OTHfAS HF ENGINEER WILL NOT BE RESPONSIBL: FORAMy ~'_ "a OMISSIONS WHICH HAVE BEEN INS. T01►iF DOCUMENTS AS A RESULT THEREOr GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. 160 CITY OF FONTANA, CALIFORNIA STORM DRAIN PLAN & PROFILE SOUTHRIDGE VILLAGE !TRACT '4243 P E r nIN & LATERAL AP LVED Y- i CITY ENGINEER R.C.E. 511 "ISI SCALE: AS SHOWN DATE: 07-27-05 DRAWING NO.: 5 3871 0 r� LO 0 0 N N z Q J a_ 0 cn Ln I 0 0 0 �0 00 Ln 0 cn z Q J z w i 0 0 EI 00 4- 0 Q) 0 L a -