The URL can be used to link to this page

Home My WebLink About3093-1M 0 N Cd m o° 0 FL GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, CITY OF FONTANA LOCI MN S "TM W FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE COLOR AND FINISH TO MATCH EXISTING CONCRETE. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY 0N "� surr "� LATEST EDITION UNLESS OTHERWISE NOTED. WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER.!STO"nH D"nAIN IMP"nOVEMENT PLANS 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING 4 RAN= DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY e sr CUCAMONGA PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY FORREPORT SAID CONFLICT THE CITY ENGINEER FOR RESOLUTION. CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 27• IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THEsrE WN 210 Fawn' CITY ENGINEER. PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. PFfflACT NOe 16167�1 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT" SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STPp�'/� STEEL HAVE V wcroaN Sr Wl 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION APPROVED PRIOR TO PAVING OF STREETS. 1 PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF Wp►Y i TRA '� 1�J�a ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT r+RA J PAVEMENT PRIOR TO PLACEMENT. (909) 350-7610. \ 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON '''� VICINITY MAP METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA ,, 1 2 3 4 5 6 7 8 9 10 11 12 13 14 TRACT BOUNDARY MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS COMPLETION OF PAYING. '_- 15 N.T.S. OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE`; - - - ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL ''--------- -.........-- --------- 7. IT SHALL BE HE RESPONSIBILITY OF HE CONTRACTOR TO MAINTAIN DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 16 BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL -� - - 1 € -- - - LEGEND TIMES. 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO � ' - - 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO 1i 17 OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CITY ENGINEER. ® 42 41 40 39 38 37 36 35 4 r / r THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 1 ! J . 32 rl r�,� 34. MINIMUM D -LOAD FOR ALL RCP IS 1350 �'• - 1 ��J a 1 FIRE HYDRANT 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) STREET LIGHT FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE 35. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED TRACT BOUNDA I r r CB CATCH BASIN GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS CONCRETE OVER THE REINFORCING WHEN HE DESIGN VELOCIED TO PROVIDE A TIES ES UM OF '1 21 14 0 I �l l�r� �•1 ,a Q PEAK DISCHARGE IN CUBIC FEET PER SECOND EACH OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. / , 22 20 15�, , TRENCHES LESS THAN FIVE 5 FEET SHALL ALSO BE GUARDED WHEN EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH „ ' 0 30 I O 1.�� CFS CUBIC FEET PER SECOND SF SQUARE FEET IN THESE REACHES SHALL BE fc=6,000 psi FOR VELOCITIES / �� m THE POTENTIAL EXISTS FOR GROUND MOVEMENT. EXCEEDING 30 FEET PER SECOND. 1 Mimi IN 11 LF LINEAL FEET - � r i V MEAN VELOCITY 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC L_� i i� '� Q �I CATCH BASIN N0. 3 CENTER LINE RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT%I I 100 100 YEAR RUN-OFF - PURPOSE. �'� LU 2 T7 LATERAL 'A-1' HGL HYDRAULIC GRADE LINE SD- STORM DRAIN 22 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM _ -; NO1 BASIN MAX MAXIMUM RUN-OFF -W WATER MAIN AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OFCATCH BASIN NO. 2 THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND 4 23 UNE 'A' RCP REINFORCED CONCRETE PIPE - SEWER MAIN - ----- ----I -- ----- ------ THE ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER HP HIGH POINT ELEVATION ® AC PAVEMENT REMOVAL PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL SEWER AND STORM DfAIN CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO �� LIN 'A'EASEMENT, WIDTH VAR9 S 25'-30" A CURVE DATA REFERENCE LETTER WORKING DAYS BEFORE EXCAVATION._ `. 0 R/W RIGHT OF WAY 1 2 3 4 5 6 7 8 9 27 26 25 24 CONSTRUCTION NOTE REFERENCE NUMBER PUE PUBLIC UTILITY EASEMENT 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY - - _ COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CL CENTER LINE GB GRADE BREAK CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, F '` RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE TRACT BOUNDARY -/aa �l' a ,r W WIDTH TC TOP OF CURB ELEVATION J __ PRIOR TO WORK AROUND THEIR FACILITIES. �f` Sheet 2 VAR VARIABLE, VARIES FS FINISHED SURFACE ELEVATION 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR LP LOW POINT FG FINISHED GRADE ELEVATION WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. INDEX ,MAP, EXISTING ELEVATION/EXISTING GRADE INV PIPE INVERT ELEVATION CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY SCALE: 1 =100 ( ) FOR VALVE OPERATION AND WATER REQUIREMENTS. TAN TANGENT GRADE BCR BEGIN CURVE RETURN 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT PI POINT OF INTERSECTION ECR END CURVE RETURN WHERE OTHERWISE NOTED. PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE CITY OF FONTANA, iun" NOTFICATION LIST ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO STOW DRAM ESTIMATE OF QUANTIMS MOC MIDDLE OF CURVE EC END CURVE RETURN THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CITY OF FONTANA PACIFIC BELL CO. TG TOP OF GRATE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING G -G SECTION INDICATES DETAIL SECITON DURING CONSTRUCTION. ATTIC: CARLOS NAVARRO ATTIC: VIRGINIA BECKER INSTALL 24" RCP (1350-D) 95 L.F. 8353 SIERRA AVENUE 3939 E. CORONADO STREET 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, FONTANA, CA. 92335 ANAHEIM, CA. 92807 INSTALL 30" RCP (1350-D) 83 L.F. MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE (909) 350-6632 (714) 666-5467 CITY ENGINEER.@ -INSTALL 16" X16" CAST IRON AREA DRAIN (ALHAMBRA FOUNDARY CO. A-344 SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT OR APPROVED EQUAL ) WITH 6" CAST IRON DRAIN PIPE (SEE DETAILS ON SHEET NO. 5) 1 EA. ATTN.: DENNIS FREEMAN (800) 227-2600 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING1981 W. LUGONIA AVENUE �-CONSTRUCT CONCRETE COLLAR PER A.P.W.A. STD. PLAN 380-2 SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE REDLANDS, CA. 92374 COMCAST ( CABLE TV) (SEE DETAILS ON SHEET NO. 2) 1 EA. BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. (909) 335-7547 ATTN.: JACK HAYES SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS EMERGENCIES: 800 427-2200 1205 DUPONT AVE. CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 331-2, CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY ( ) ONTARIO, CA. 91761 (SEE DETAILS ON SHEET N0. 4) A=6T32'00", B=24", C=1.3', D=30" 1 EA. THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO S0. CALIF. EDISON COMPANY (909) 390-4738 O6 -CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 332-1, SHEET INDEX MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE 300 N. PEPPER AVENUE CASE 3, SADDLE CONNECTION. SEE SHEET NO. 4 1 EA. MONUMENT. RIALTO, CA. 92376 GENERAL TELEPHONE COMPANY �./ REMOVE EXISTING STORM DRAIN PIPE, GRATED INLET, AND CMP RISER 82 L.F. SHEET 1 TITLE SHEET 909820-5598 - UNDERGROUND ATTN.: STEVE HOCK 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS 909 875-5100 - TRANSMISSION 1400 E. PHILIPS BLVD. 8�CONSTRUCT PCC SPLASH PAD (SEE DETAIL ON SHEET NO. 3) 20 S.F. SHEET 2 LRYE A' AND LATERAL 'A -f STCOJ DRAIN AND BUSINESSES AT ALL TIMES, A MINIMUM 12 FOOT LANE SHALL BE 213 637-1233 - PIPELINES ONTARIO, CA. 91766 MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS 909 357-6223 - DISTRIBUTION (800) 422-41339�-CONSTRUCT V -DITCH PER DETAIL SECTION "A -A" ON SHEET N0. 3 102 L.F. �T 3 DETAIL SHEET AND EMERGENCY VEHICLES. 800 422-4133 FONTANA WATER COMPANY 10 CONSTRUCT CATCH BASIN PER A.P.W.A. STD. NO. 300-2, AS SHOWN ON SHEET 4 SHEET 4 DETAL SHEET AND UTLITY CROSSM 19. THE CONTRACTORS SHALL PROVIDE AND MAINTAIN AN EFFECTIVE ATTN.: MICHAEL J. McGRAW (WIDTH AS SHOWN ON PLAN) 3EA. 5 DETAIL SHEET MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 8440 NUEVO AVENUE FONTANA CA. 92235 11 INSTALL 36"X36" CATCH BASIN WITH STEEL TRAFFIC GRATE (BROOKS BOX NO. 3636) 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, (909) 822-2201 (SEE DETAILS ON SHEET NO. 5) 1 EA. SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY FAX: (909) 823-5046 ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR 12 CONSTRUCT CONCRETE DRAINAGE STRUCTURE PER DETAIL "B" ON SHEET NO. 3 1 EA. WRITTEN APPROVAL. 13 INSTALL 24" THICK WALL R.C.P. (1350-D) WITH THICKENED INVERT, ARECORD DOCUMENT 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL INSIDE FACE OF WALL 1 1/2- TO REINFORCEING STEEL 138 L.F. OF THE CITY INSPECTOR. These Record Documents have been prepared 14 CONSTRUCT PIPE ANCHOR .PER A.P.W.A. STD. PLAN 221-1 (SEE DETAIL ON SHT. N0. 5) 1 EA. P P 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. based on information provided by others. The FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING Design Professional has not verified the accuracy OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS and/or completeness of this information and shall OBTAINED. not be responsible for any errors or omissions hich may be incorporated herein as a result 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES OF FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE BASS , 47_oy SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN DATE SWALES ENTERING OR LEAVING IMPROVEMENTS. FROM THE CENTERLINE OF BRIDLEPATH DRIVE BEING NORTH 18'00'00" EAST, AS SHOWN ON. TRACT 13750, M.B.250/48-66, RECORDS OF SAN BERNARDINO COUNTY. PLANS PREPARED FOR: REV18 ONs Engineer City BENCHMARKPreparedCITY OF FONTANA CALIFORNIA Ur dergraild Swvk* Alert No. Approval Date: Approval Date: �pF ESS �O OWNER/DEVELOPER/APPLICANT I ALLARD ENGINEERING STORM DRAIN IMPROVEMENT PLANS SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS Civil Land Surveying - Land Plamning P F F Y Cel TOLL FF�t NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF B CA DEVELOPMENT ' ~ o FWE 43 - R.R. SPIKE IN E.P. BY 8253 Sierra Avenue `_' 2 Drawn By: Scale: APPROVAL SHOWN HEREON AND CARRIED FORTH IN A PP#1536663E S'LY SIDE OF BASELINE j -80Q DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE ATTN: BEN ANDERSON Fontana, California 92335 w No. 43976 M WF TRACT NO. 16167-1 AS SHOWN 220 f ELY OF CHERRY AVE. a Exp. x/30/05 REVISIONS TO THE PLANS TO BRING THEM INTO olr-111� Fax (909) 356-1795 * * Desi ned B Dote: 17780 FITCH STREETg y�TITLE SHEET CONFORMANCE WITH CONDITIONS AND STANDARDS SLTITE 120 vid A.C.E 43976 �� 9FCtVl1.E%-2� IN EFFECT.SF FEB. 2003 IRVM, CA 92614 Da S Hammer of CALI Checked By _ p Dwg. No. j TWO WORKING DAYS BEFORE YOU DIG (949) 863-1055 - FAX (949) 863-0065 ELEVATION: 1313.04 (®cpiras ) DH Approved: ?eITY ENGINEER R.C.E. 51152 3093 rj rue: L:\uwu\ijwvz_\3ivmm urwiry i o i o i- i rani- i .ur►�