Loading...
HomeMy WebLinkAbout3798-4=18 SCALE. 1 = 40 r�SEE SHEET 1 "C" CONNECTOR STREET .._DIG �L �.._���.A TOLL FREE -"qmmmw-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SCALE IN FEET 40 80 120 160 CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT Cl 3'05'02 " 812.00' 43.70' 21.86' C2 1 '05' 17" 2633.00' 50.00' 25.00' REV. REVISION DESCRIPTION DATE ENGR. CITY DA TE ALONG THE CL SUMMIT AVE 343' NORTH OF HIGHLAND, 0.2 MI WEST AS SHOWN ON TR NO. OF SAN SEVAINE RD., 2.65 MI WEST 16427-1, M.B. 296/7-11. OF SIERRA A VE. F1 FVA nnN- if 1428.609. I2��R� �i2,�1v✓ll�,/G, +Lir l w!/i Q 3 U INN INIMENEEMENEEMEM �....n.. iii ..!�� Rn No MEN .sENE ... 00 1111IMMEMEMEME 0 rm 0 OMEN 1111IMMEMEEMEME m to 0 MENEM 0 0 NEON mMMMMMmmMMMMM Ebb NEON 11 No �j.I.E.01 galil 0 Immalliqw III���...... �.��.IAl�!! �. MEMENEENEENE -NAll WOMAN 01, mum 0 MEL IN 4 11 - iiimii9 lilNo t� ��.. .......I! .....I ........�i ......IIS ..........lig .... 11111111& Mill! I'l =18 SCALE. 1 = 40 r�SEE SHEET 1 "C" CONNECTOR STREET .._DIG �L �.._���.A TOLL FREE -"qmmmw-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SCALE IN FEET 40 80 120 160 CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT Cl 3'05'02 " 812.00' 43.70' 21.86' C2 1 '05' 17" 2633.00' 50.00' 25.00' REV. REVISION DESCRIPTION DATE ENGR. CITY DA TE ALONG THE CL SUMMIT AVE 343' NORTH OF HIGHLAND, 0.2 MI WEST AS SHOWN ON TR NO. OF SAN SEVAINE RD., 2.65 MI WEST 16427-1, M.B. 296/7-11. OF SIERRA A VE. F1 FVA nnN- if 1428.609. I2��R� �i2,�1v✓ll�,/G, +Lir l w!/i Q 3 U aF q� CO �� m c NO � � C1061 THESE RECORD C:RAWINGE HAVE BEEN PREPARED, II, PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE L( RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. . SHOULD CONS TRUC TION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WI THIN 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 S TANDA RDS IN EFFECT. BENCH MARK.• # 8-17 BASIS OF BEARINGS.- EARINGS.CAL CALTRANS BENCHMARK„�� 17. A BRASS CAP IN THE CONCRETE BASE OF THE BRG. N069'59'31 "E THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE 343' NORTH OF HIGHLAND, 0.2 MI WEST AS SHOWN ON TR NO. OF SAN SEVAINE RD., 2.65 MI WEST 16427-1, M.B. 296/7-11. OF SIERRA A VE. F1 FVA nnN- if 1428.609. Prepared Under The Supervision Of ESS/0�, PREPARED IN THE OFFICE OF L l�'q Fes_ MADOLE AND ASSOCIATES, INC. Li 3 No. 36637 c 760-A SOUTH ROCHESTER AVENUE Exp: 06-30-06 PHONE (909) 937-9ONTARIO, CA 151 F C O��\�- CF CAL\F !�-A Spate Z745 - RCE dRCE 36637 EXP. 660-W M ENDELL L. IWATSURU CONSTRUCTION NOTES: CD�—INSTALL 8” EXTRA STRENGTH V.C.P. SEWER Q—CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO. 112 (I. D. =48'). (D—INSTALL 8" V.C.P. PLUG. C/ T Y OF FON Tib NA, CA L IFO RN/A SEWER IMPROVEMENT PLAN DRA WN�BMY. "C " CONNECTOR S T REE T SCALE: AS SHOWN DESIGNED BY ROM RARKHOUSE DR. DATE FF <--TO 143 2' - NOIJ ©E PARKHOUSE DR DEC. 2004 CHECKED BY APP VE BY - DRAWING NO. 4 vvci J'Al, �z �d� 3798 5 C/7Y ENG/NEER R. C. E. 51152 DATE J:\126-2023\sewer\Sewer04.dwa. 4/27/2005 2:59:27 PM. Emie. Emie