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Home My WebLink About2838-1• � 1 lN THE CITY OF FONTANA Cherry Redwood Live Oak Hemlock Ave. Ave. Ave. Ava_ Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID t�tC FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG LDK JOB #: 124-06 .... ■.�.� 919w. v *JILL %A ILL 1 1YV. 7 JLC JHLL I 11U. J Jtt Pubt I NU. 0 LEGEND: = CONSTRUCTION NOTES: 1 CONSTRUCT 18" EXTRA STRENGTH V.C.P. SEWER OCONSTRUCT 15" EXTRA STRENGTH V.C.P. SEWER O3 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. LF = DETAIL NO. 112 MODIFIED TO 5' INSIDE DIAMETER MANHOLE O CONSTRUCT 6" EXTRA STRENGTH V.C.P. SEWER LATERAL PER Q = CITY OF FONTANA STD. DETAIL NO. 125, AND 125A OR 125B INV. = CONSTRUCT 6" EXTRA STRENGTH V.C.P. SEWER LATERAL PER = CITY OF FONTANA STD. DETAIL NO. 125, AND 125A OR 125B, A.C. = AND 1 SACK CEMENT SLURRY BACKFILL PER GENERAL NOTE 4 @CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER WITH 8" WATER 59+98t TIGHT PLASTIC PLUG WITH TIGHTENING BANDS LJ CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER WITH 8" WATER J TIGHT PLASTIC PLUG NTH TIGHTENING BANDS AND 1 SACK TRAFFIC CONTROL CEMENT SLURRY BACKFILL PER GENERAL NOTE 4 8� CONSTRUCT 18" V.C.P. BELL WITH STD. CAP = BORE AND JACK 36" INSIDE DIAMETER STEEL CASING = (9/16" MINIMUM WALL THICKNESS) @CONSTRUCT 14'f WIDTH OF 4" ASPHALT CONCRETE PAVEMENT ® = OVER 90% COMPACTED NATIVE FOR TRAFFIC DETOUR 11 REMOVE ASPHALT CONCRETE AND REPLACE WITH 4 1/2" ASPHALT CONCRETE OVER 6" CLASS 2 AGGREGATE BASE PER O CITY OF FONTANA STD. DETAIL 131 @INSTALL 15" SEWER PLUG 13 CONSTRUCT CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 101 14 CONSTRUCT 6" P.C.C. SIDEWALK 5' WIDE 15 CONSTRUCT 14'f WIDTH OF 4" ASPHALT CONCRETE PAVEMENT O OVER 90% COMPACTED NATIVE FOR TRAFFIC DETOUR, TO BE REMOVED AFTER CONSTRUC11ON BY CONTRACTOR @CONSTRUCT 0.1' ASPHALT CONCRETE OVERLAY 17 REMOVE EXISTING MEDIAN TO FACILITATE CONSTRUCTION, AFTER CONSTRUCTION IS COMPLETE, RECONSTRUCT W D MEDIAN SEE DETAIL SHEET 2 CITY BENCHMARK NO. 289 ELEVATION = 1031.22 RR SPIKE IN POLE NO. 61319 NE COR. OF SANTA ANA AVENUE AND CATAWBA AVENUE W Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID t�tC FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG LDK JOB #: 124-06 .... ■.�.� 919w. v *JILL %A ILL 1 1YV. 7 JLC JHLL I 11U. J Jtt Pubt I NU. 0 LEGEND: = CENTERLINE = EDGE OF EXISTING ASPHALT CONCRETE PAVEMENT EXIST. C & G = EXISTING CURB AND GUTTER R/W EXISTING RIGHT—OF—WAY LF = LINEAR FEET = PROPOSED SEWER Q = PROPOSED SEWER MANHOLE INV. = SEWER INVERT ELEVATION = SURVEY CONTROL TARGET/SURVEY MONUMENTS A.C. = ASPHALT CONCRETE �U = UTILITY INTERFERENCE FLAG (APPROXIMATE 59+98t LOCATION OF INTERFERENCE WITH TYPE OF TRAFFIC CONTROL UTILITY INDICATED BY: W—WATER; G—GAS; J T—TELEPHONE; SD—STORM DRAIN; S—SEWER; TRAFFIC CONTROL E—ELECTRIC; TV—CABLE TELEVISION; IRR—IRRIGATION U—UNKNOWN UTILITY). = CURVE OR LINE DATA = EXISTING DRIVEWAY ® = ASPHALT CONCRETE PAVEMENT FOR DETOUR ® = ASPHALT CONCRETE AND AGGREGATE BASE = ASPHALT CONCRETE OVERLAY ESSz S.FR��y L� c� No. 16434 * Exp. 6/30/05 CN J\, OFCA�� Index Map SCALE = 1" = 200' SHEET INDEX 1 TITLE SHEET TO TO SAN BERNARDINO U c� 2 PROJECT SPECIFIC & GENERAL NOTES 3 STA. 21+05.42 TO STA. 30+00.00 4 STA. 30+00.00 TO STA. 40+00.00 5 STA. 40+00.00 TO STA. 50+00.00 8 STA. 50+00.00 TO STA. 59+98t 7 TRAFFIC CONTROL 0 J 8 TRAFFIC CONTROL 0 RECORD DRAWING Y REALIGNED & ADDED MANHOLES 034+00 &36+00 0 IPA= O p M ESSz S.FR��y L� c� No. 16434 * Exp. 6/30/05 CN J\, OFCA�� Index Map SCALE = 1" = 200' SHEET INDEX 1 TITLE SHEET TO TO SAN BERNARDINO U c� 2 PROJECT SPECIFIC & GENERAL NOTES 3 STA. 21+05.42 TO STA. 30+00.00 4 STA. 30+00.00 TO STA. 40+00.00 5 STA. 40+00.00 TO STA. 50+00.00 8 STA. 50+00.00 TO STA. 59+98t 7 TRAFFIC CONTROL 0 J 8 TRAFFIC CONTROL 0 RECORD DRAWINGS 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 THESE DOCUMENTS AS A RESULT THEREOF. G 211 SUITE 100�NTION CENTER WAY Lr)4cin ONTARIO, CA 91764 {, (909) 937-0200 CARL J. FREEMAN,R.C.E. No. 16434 DATE EXPIRES 6-30-05 0 N.T.S. PROJECT LOCATION NOTICE TO CONTRACTORS Construction contractor agrees that in Ccalibrria Council accordance with generally accepted oFGvil Erdmer! construction practices, construction &land Surveyorx contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property, that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. All contractor and subcontractors performing work shown on or related to these plans shall conduct their operations so that employees are provided a safe place to work and the public is protected. All contractors and subcontractors shall comply with the "Occupational Safety and Health Regulations" of the U.S. Department of Labor and with the State of California Department of Industrial Relations "construction Safety Orders". The Civil Engineer shall not be responsible in any way for the contractor or subcontractors compliance with said regulations and orders. PRIVATE ENGINEER'S NOTICES TO CONTRACTORS The existence and approximate location of any underground utilities or structures shown on these plans are obtained by a search of available records. To the best of our knowledge, there are no existing utilities or structures except as shown on these plans. The engineer assumes no liability as to the exact location of said lines nor for utilities or irrigation lines whose locations are not shown. The contractor shall be responsible for notifying all utility and irrigation companies prior to work on excavation to determine exact location of all lines affecting this work, whether or not shown heron, and for any damage or protection of these lines. The contractor shall call in a location request to Underground Service Alert (U.S.A.) Phone 1-800-227-2600 two (2) working days prior to digging. No construction permit issued by Public Works Department shall be valid involving underground facilities unless the applicant has an inquiry identification number issued by U.S.A. a a a a a a a a 4 a a a SAN BERNARDINO FRWY TO LOS ANGELES 5 MILES To INTERSTATE 15 AVE TITLE SHEET SLOVER AVENUE SEWER IMPROVEMENTS CHERRY AVE. TO HEMLOCK AVE. Vicinity Map P -i 0 - TO TO SAN BERNARDINO U c� Z INTERSTATE 215 m SLOVER a.} F _o CL 4 0 IrI N 0 J 0 0 0 Y c\o 0 O p M Q z W W 1r O W D W d H W Z U Ir = m W a U O U U TITLE SHEET SLOVER AVENUE SEWER IMPROVEMENTS CHERRY AVE. TO HEMLOCK AVE. Vicinity Map P -i SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA (0 REQUIRED IMPROVEMENTS NOT SLOVER AVENUE 0 COMMENCE WITHIN TWO YEARS OF THE N DATE OF APPROVAL SHOWN HEREON ��BY' �S SCKE- SLOVER AVENUE SE PROVEMENTS SHOWN o AND CARRIED FORTH IN A DILIGENTAS MANNER, THE CITY ENGINEER MAY DESIGNm BY: CH RY AVE. T�EMILOCK AVE. � REQUIRE REVISIONS TO THE PLANS TO ��P �� J3 EEi� DATE 2000 N BRING THEM INTO CONFORMANCE WITH CHEq(ED BY: CONDITIONS AND STANDARDS IN EFFECT. MPT f BY:/ I DAIS: DRAWING NO.: i 2838 4GINEER R.C.E. No. 51162 8 w 1113—S 0 - TO TO SAN BERNARDINO U c� 9 MILES TO INTERSTATE 215 m a.} _o CL 4 0 IrI N 0 0 0 0 c\o 0 M Q SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA (0 REQUIRED IMPROVEMENTS NOT SLOVER AVENUE 0 COMMENCE WITHIN TWO YEARS OF THE N DATE OF APPROVAL SHOWN HEREON ��BY' �S SCKE- SLOVER AVENUE SE PROVEMENTS SHOWN o AND CARRIED FORTH IN A DILIGENTAS MANNER, THE CITY ENGINEER MAY DESIGNm BY: CH RY AVE. T�EMILOCK AVE. � REQUIRE REVISIONS TO THE PLANS TO ��P �� J3 EEi� DATE 2000 N BRING THEM INTO CONFORMANCE WITH CHEq(ED BY: CONDITIONS AND STANDARDS IN EFFECT. MPT f BY:/ I DAIS: DRAWING NO.: i 2838 4GINEER R.C.E. No. 51162 8 w 1113—S