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HomeMy WebLinkAbout2832-4mapl."a NUM S • MU © aN A -LIT -11 -1 -LI -T 7 IIavON wimamom=M mllINENE W1110 IMU.N M _ am FS mom W1442610011% WE JOE�ON INN I ME �I�IIUliii11111111��� ONE ������6�N 20 STA 10+00.00 TGT. NO. 14 21 22 23 24 I12WN 1" = 40' = 1 27 w 29 STA 37+44.50 30 "rf%T Ain Z N" PROP. EX. EX. PROP. R/W R/W R/y� R/W CITY BENCHMARK NO. 289 ELEVATION = 1031.22 RR SPIKE IN POLE NO. 61319 NE COR. OF SANTA ANA AVENUE AND CATAWBA AVENUE SURVEY CONTROL DATA TGT NO. NORTHING EASTING BEARING DISTANCE 14 4660.67 20592.06 N0001 5'57"E 2744.51 3 7405.17 20604.80 *2201 0 �2 C. .s. CONSTRUCT 30" R.C.P. (2000D) V=1 O8 .2 F.:1.& CONSTRUCT MANHOLE PER AMERICAN PUBLIC WORKS A -LIT -11 -1 -LI -T 7 IIavON wimamom=M mllINENE W1110 IMU.N M _ am FS mom W1442610011% WE JOE�ON INN I ME �I�IIUliii11111111��� ONE ������6�N 20 STA 10+00.00 TGT. NO. 14 21 22 23 24 I12WN 1" = 40' = 1 27 w 29 STA 37+44.50 30 "rf%T Ain Z N" PROP. EX. EX. PROP. R/W R/W R/y� R/W CITY BENCHMARK NO. 289 ELEVATION = 1031.22 RR SPIKE IN POLE NO. 61319 NE COR. OF SANTA ANA AVENUE AND CATAWBA AVENUE SURVEY CONTROL DATA TGT NO. NORTHING EASTING BEARING DISTANCE 14 4660.67 20592.06 N0001 5'57"E 2744.51 3 7405.17 20604.80 46' 46' 30' 30' RECORD DRAWINGS I I PROP. STORM DRAIN 5' I 5' I IN PART ON THE BASIS OF NFORMATIONREPARCO PILED Q0" �4" G AND FURNISHED BY OTHERS. THE ENGINEER WILL CURVE LINE TABLE 8 W NOT BE RESPQNSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO 00 THESE DOCUMENTS AS A RESULT THEREOF. Q DELTA/BEARING RADIUS LENGTH TANGENT 0 1 N 00"15'57" E - 1000.00' - 1' MIN. CLEAR N 2 N 44'44'03" W - 24.37 tT- PROPOSED cr 3 N 45'15'57" E - 38.18' - SEWER TYPICAL CROSS SECTION AT STA 25+00 (' SCALE: 1"=10' SCALE: 1 40' m 10 Underground Service Alert CITY OF FONTANA, CALIFORNIA SECTION 4216/4217 OF THE GOVERNMENT ESS/ L.D. KING, INC. PLANREO UIREDULD OIMP RUCTION S THE2151 CONVENTION CENTER WAY � PROFILE FOR Q IMPROVEMENTS NOT CODE REQUIRES A DIG ALERT IDENTIFICATION FRES COMMENCE WITHIN TWO YEARS OF THE CITRUS AVENUE 0 F of ' pry SU I TE 100B I NUMBER BE ISSUED BEFORE A PERMIT TO co Q z ONTARIO, CA 91764 STORM DRAIN IMPROVEMENTS DATE OF APPROVAL SHOWN HEREON DRAWN BY scALE EXCAVATE WILL BE VALID No. 16434 (909) 937-0200 AND CARRIED FORTH IN A DILIGENT CCP CITRUS AVENUE STORM DRAIN AS SHOW N FOR YOUR DIG ALERT I.D. NUMBER CALL * Exp. 6/30/01 * CITRUS AVENUE MANNER, THE CITY ENGINEER MAY DESIGNED BY: STA. 20+00.00 TO 30+00.00 i UNDERGROUND SERVICE ALERT Az\ aeGow-p o�v�r�G 's�o2 �� CIVl\- P6 REQUIRE REVISIONS TO THE PLANS TO MPT DA JUN. 20< TOLL FREE 1-800-227-2600 9�FoFCAt� IZ-IS-oma FROM JURUPA AVE. TO SLOVER AVE. BRING THEM INTO CONFORMANCE WITH CHECKED BY: APPRO BY 0 DATE: DRAWING NO.: j 1 Revised CB &Lateral Locations/Profiles 12/00 LDKing �% 1 �' CARL J. FREE R.C.E. No. 16434 DATE CONDITIONS AND STANDARDS IN EFFECT. _ ! O TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION DATE ENGR. CITY DATE EXPIRES 6-30-01 DHM CTICLIENT: CITY 01I-UNIANA NG CITY ENGINEER R.C.E. No. 1152 2832 LUN UUb #. IL4—U/ 1112—SD CONSTRUCTION NOTES 0 �2 CONSTRUCT 60" R.C.P. (1350D) CONSTRUCT 30" R.C.P. (2000D) O8 CONSTRUCT 24" R.C.P. (2000D) CONSTRUCT MANHOLE PER AMERICAN PUBLIC WORKS ASSOCIATION STANDARD PLAN 320-1 EXCEPT MANHOLE 4 COVER PER SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT STANDARD PLAN 205 WO RKY SSS n�-inn � n,on��n o��ni ���-� -rrv'rm -rrr�r�r a [) P ^-cr�a--Q3 2 _ r��_ J CONSTRUCT CONCRETE BULKHEAD PER DETAIL "C" ON SHT. NO. 9 46' 46' 30' 30' RECORD DRAWINGS I I PROP. STORM DRAIN 5' I 5' I IN PART ON THE BASIS OF NFORMATIONREPARCO PILED Q0" �4" G AND FURNISHED BY OTHERS. THE ENGINEER WILL CURVE LINE TABLE 8 W NOT BE RESPQNSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO 00 THESE DOCUMENTS AS A RESULT THEREOF. Q DELTA/BEARING RADIUS LENGTH TANGENT 0 1 N 00"15'57" E - 1000.00' - 1' MIN. CLEAR N 2 N 44'44'03" W - 24.37 tT- PROPOSED cr 3 N 45'15'57" E - 38.18' - SEWER TYPICAL CROSS SECTION AT STA 25+00 (' SCALE: 1"=10' SCALE: 1 40' m 10 Underground Service Alert CITY OF FONTANA, CALIFORNIA SECTION 4216/4217 OF THE GOVERNMENT ESS/ L.D. KING, INC. PLANREO UIREDULD OIMP RUCTION S THE2151 CONVENTION CENTER WAY � PROFILE FOR Q IMPROVEMENTS NOT CODE REQUIRES A DIG ALERT IDENTIFICATION FRES COMMENCE WITHIN TWO YEARS OF THE CITRUS AVENUE 0 F of ' pry SU I TE 100B I NUMBER BE ISSUED BEFORE A PERMIT TO co Q z ONTARIO, CA 91764 STORM DRAIN IMPROVEMENTS DATE OF APPROVAL SHOWN HEREON DRAWN BY scALE EXCAVATE WILL BE VALID No. 16434 (909) 937-0200 AND CARRIED FORTH IN A DILIGENT CCP CITRUS AVENUE STORM DRAIN AS SHOW N FOR YOUR DIG ALERT I.D. NUMBER CALL * Exp. 6/30/01 * CITRUS AVENUE MANNER, THE CITY ENGINEER MAY DESIGNED BY: STA. 20+00.00 TO 30+00.00 i UNDERGROUND SERVICE ALERT Az\ aeGow-p o�v�r�G 's�o2 �� CIVl\- P6 REQUIRE REVISIONS TO THE PLANS TO MPT DA JUN. 20< TOLL FREE 1-800-227-2600 9�FoFCAt� IZ-IS-oma FROM JURUPA AVE. TO SLOVER AVE. BRING THEM INTO CONFORMANCE WITH CHECKED BY: APPRO BY 0 DATE: DRAWING NO.: j 1 Revised CB &Lateral Locations/Profiles 12/00 LDKing �% 1 �' CARL J. FREE R.C.E. No. 16434 DATE CONDITIONS AND STANDARDS IN EFFECT. _ ! O TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION DATE ENGR. CITY DATE EXPIRES 6-30-01 DHM CTICLIENT: CITY 01I-UNIANA NG CITY ENGINEER R.C.E. No. 1152 2832 LUN UUb #. IL4—U/ 1112—SD