The URL can be used to link to this page

Home My WebLink About3989-12GENERAL NOTES I� ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, TIVE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCCTION ("GREEN BOOK'), ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2� WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS /A/ THE "GREEN BOOK", THE CONTRACTOR SHALL 1AIMEDIATTSLY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. J. ALL AvIA7ERIALS AND METHOD -S ARE SUBJECT rO 7HE APPROVAL OF THE- CITY ENGINEER 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEqvIENTING DETOURS 5 CONSTRUCTION PEERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK, INSPECTION COORDINATION ShJALL BE REQUESTED AT 'LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-PlAY YVIT14IN ThjE CITY LIMITS, CALL (909) J50-7610. 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAr'-FIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY TIVE CITY TRAFFIC ENGINEER 7 IT SHALL BE THE RESPONSIBILITY OF _7HE CONTRACTOR TO MAINTAIN BARRICADES, DELIN64TORS OR OTHER TRAFFIC CONTROL DEVICE53 AT ALL Tlm.,ES� 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATEER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETI,� 0. T14E VhdLLS AND FACES OF ALL EXCAVATIONS GRLATER THAN FIVE (,AZjl FEET /N DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSLIANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA, TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND )VOVEMENT. 110. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINIA10 A SEPARATE PERMIT FOR THAT PURPOSLE IES SHOWN HAVE BEEN DETERMINED FROM AVAIL43LE It"4FORMATION HOWEVER, THE LOCATIONS OF UTILIT IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO Dr7EERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIEES� AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTRACT UNDERG'ROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 12. PHE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRIC, CABLE TELE' -VISION, LAND _CC A ,PING� LANDSCAPE IRRIGATION, DOMESTA", WATER, RECLAIMED WATER, SEWEfi� STORM DRAIN, FLOOD CONTROL AND CALTIZANS, ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FA , ICILITIES. 13, THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER, MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND VIATER REQUIREMENTS� 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT PHE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOP, THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTIOM 16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BEENCH Apt , ARKS WITHOUT PRIOR NOTIFICATION TOO TIVE CITY ENGINEER. 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT 18. THE CON7RACTOR SHALL MAINTAIN ACCESS r' -OR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES� A A41NIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS ANO EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MS41NS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TMES. 20. THE CONTRACTOR SRALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRI17EN APPROVAL. 21� NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CllrY INSPECTOR. 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL SACKFILL COMPACTION, FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 2,1 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITC/lES, AND SWALES FROM, UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTION& CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 27, IF EXIS77NG UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OR STREE7-S. JO� APPROVED SOILS STERILAiVT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT JI. ALL UANHOLEZ CLEANOUT FRAMES, 'COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. J2. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF TIVE CITY TRAFFIC ENGINEER. JJ. AS-BULIT DRAWPIGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO ShALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. PRIVATE ENGINEER9S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES S140411V ON TTIESE PLANS ARE OBTAINED BY A SEARCh' OF AVAILABLE RECORDS� TO THE BEST OF OUR, KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTIL11-Y IINES SHOWN ON THESE DRAW7N,G,S. THE cCONT94CTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAMOIGS RVE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBIL17-Y FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERS'ONS AND PROPERTY, THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS�- AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIF)� AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THEE ENGINEER OF ANY DISCREPANCIES EEC -INNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTa CONTRACTOR SHALL ADJUST TO FINISH GRADE_ ALL MANHOLE RIMS� WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC. CITY OF FONTANA UTILITY NOTIFICATION LIST: UNDERGROUND SERVICE ALERT (800) 422- 413J ROOF DRA/Al CITY OF F�QAITAALA CRAMFORD CANYON 14UTUAL WATER CO. ATTN. ANTHONY SALAM ATTV. BASIL J. FABRIZ/0 8355J SIERRA AVENUE (909) 4615- 9580 FONTANA, CA 92JJ5 FLOW LINE (909) J50 -66J2 �SK F G. ATTN. JAMES ZIELINSKI SO. CALIFORNIA GAS COMPANY (714) 666-5415 ATTN: JACK JARVIS FINISH SURFA CE 162,51 VALLEY BLVD. ADE4PHIA 628&E TJV FONTANA, CA. 92J35 ATTN JACK HAYES (909) 428-8411 1205 DUPONT AVENUE EMERGENCIES. (800) 427-2200 ONTARIO, CA. 91761 IF (909) J,90-4738 SO. CALIFORNIA EDISON COMPANY CONTOUR 791451 REDWOOD AVE INDICATES PROPOSED ELLWATION FONTANA, CA. 92JJ5 INDICATES EXISTING ELEVATION (909) 820-55,98 - UNDERGROUND A T/7X, JERRY PA UBEL (909) 875-5100 - TRANSMISSIONS 1400 E PHILLIPS BLVD. (21J) 6J7-12JJ - PIPELINES POMONA, CA. 91766 (909) J57-62JJ - DISTRIBUTION (909) 469-6J554 _ -11 - SCALE: 1'�_-150' 0 INDEX OF DRAWINGS., DESCRIPTION SHEET OF LEGEND HDPE HIGH DENSITY POLYETHYLENE RD- ROOF DRA/Al Y' R HEIGHT OF STEP RISER (PAD=) INDICATES EXISTING ROUGH GRADE PAD ELEVATION G.F GARAGE FLOOR ELEVATION @ DRIVEWAY FL. FLOW LINE FF FINISH FLOOR F G. FINISH GRADE FLIHP FLOW LINE HIGH POINT F S. FINISH SURFA CE G.R GRADE BREAK INV INVERT T. C. TOP OF CURB TRW TOP OF RETAINING WALL IF TOP OF FOOTING 1249 'EXISTING CONTOUR 97.61 INDICATES PROPOSED ELLWATION (97.61) INDICATES EXISTING ELEVATION jl� 570 SLOPE TG TOP OF GRA I,-- Cl� CiENTERLINE LAT LATERAL REV. I REMSION DESCRIPTION w -mm SCALE IN FEET 1 0 2 11 BRASS CAP IN rHE CONCRETE BASE OF THE BR6. N089 -590-E THE SWrIJ LE6 LIF AN SCE RIVER ALON6 rHE CL SUMMIT A VE 343, mom ar Himi-AND, ap mi vEsr AS SICVN DV TR. N17 L7F SM SEVAINE RD,, 2,65 tdl VESr MR- - Tt'ftftA A I 1-- 16427-1, M.B, 29617-11, Prepared Under The SupeerVision Of : PREPARED IN THE OFFICE OF MADOLLE AND ASSOCIATES, INC. 760-A S. ROCHESTER AVENUE c 6 6 -3 8 8 ONTARIO CA 91761 PHONE �969) 937-7151 1p, 11 " ", Alf Cl VIL PROJEC T D WG. 12 OF 3 1 D WG OS. TRACT 16868 -SB- 16 -PW -06 CITY OF FON I -ANA, CALIFORNIA 1 4 J:\7756-1875\s,_orm\sd0 1 Am. 1118/2005 6:2, VICINITY MAP CONSTRUCTION NOTES DESCRIPTION -QUANTITIES I INSTALL 8- PVC DRAIN PIPE, SDR35 OR APPROVED 1,988 L F INSTALL 12- HDPE DRAIN PIPE 4,815 LF INSTALL 12" DIA. RCP (13150D-LOAD� 0 LF ( e__N INSTALL 188" DIA. RCP 03550D -LOAD) x 1, lj0 LF INSTALL 24" DIA. RCP (135,01D -LOAD) 420 LF 60 INSTALL JO-' DIA. RCP (IJ50D-LOAD) 0 LF U�j INSTALL -36" DIAL RCP 11,3,50D -LOAD) jl� 570 LF INSTALL BROOKS PRODUCTS CB-J6J6 CATCH BASIN WITH BOLT DOWN J "Al STEEL PARKWAY GRATE OR APPROVED EQUAL PER DETAIL, SHT 6. 0 INSTALL BROOKS PRODUCTS CB -2424 CA TCH BASIN WITH BOLT DOWN 26 EA 37EEL PARKWAY GRATE OR APPROVED EQUAL PER DETAIL, SHT 6 INSTALL BROOKS PRODUCTS CB -1212 CATCH BASIN' WIPH BOL T DOWN 77 EA ,io STEEL PARKWAY GRA7r_ OR APPROVED EQUAL PER DETAIL, SHT 6 J7 INSTALL 8- CLEANOUT TO GR,4DE PER DETAIL 11 ON SHT 6. 16 EA /_� U2 INSTALL WYLOPLAST" DRAIN BASIN AS CLEAN OUT FOR 12" AND 15" 66 EA HOPE PIPE, PEI? MANUFACTURERS SPECIFICATIONS AND DETAILS ON SHEET 7. UJ CONSTRUCT CATCH, BASIN PER CITY OF FONTANA STD. NO. 1121. 19 EA V1=PER PLAN, V=PER PLAN U4 CONSTRUCT GRATING CATCH BASIN -ALLEY, PER A.P WA. STD PLAN J04-2, SHEET 2 EA U5 INSTALL S.D. UANHOLE PER A.P.W.A. STD, PLAN J20- 1, SEE SHT 6 AND LOCKING 5 EA MANHOLE LIDS PER A.P.W.A. STD. 210-2, SHEET 15 U6 INSTALL S�D. MANI-IOLE PER A.P.W.A. STD. PLAN J21-1, SEE SHT 6 AND LOOKING 0 EA MANHOLE LIDS PER A.P.W.A. 57D. 210-2, SHEET 5 INSTALL S.D. AdANHOLIE PER A.P.WA. STD, PLAN J21-1, SEE SHT 6 AND LOCKING I 1 EA MANHOLE (CB) INLET GRATE PEP, A,P.W.A. SID. 210-2, SHEET 5 U7 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. SID. PLAN JJI-2, SHEET 6 11 EA Q8J CONNECT TO EXISTING STORY DRAIN PER A.P.W.A. STD. PLAN JJ5-1, SHEET 6 J LA INSTALL 15" HOPE DRAIN PIPE I i,875 LF UO INSTALL f"MaxWell IV" OR EQUAL APPROVED INJECTION VIELL PER DETAIL SHEET 4, 1 1 EA UPPER LEFT 0 CONSTRUCT INFILT94TION TRENCH AND BIO-SPIALE PER DETAILS ON IVIA GRADING PLAN.GRADING PLAN. NOT A PART OF STORM DRAIN PLANS. (�2 GROUTED COBBLE OUTLET STRUCTURE PEP, PRECISE GRADING PLAM NIA UJ GROUTED COBBLE SPILLWAY STRUCTURE PER PRECISE GRADING PLAN NIA INSTALL STAND PIPE INLET STRUCTURE PER DETAIL, SHEET 4, 2 54 STORM DRAIN PLANS. (�J5 INSTALL 18- HOPE DRAIN PIPE 82 LF (�6 INSTALL ADS "WATER QUALITY UNIT- (OR APPROVED EQUAL) TYPE 2 EA PER PLAN, MAUFACTURER'S SPECIFICATIONZ AND DETAIL3 ON SHEET 7 INSTALL KRISTAR "FLOW -GUARD" - PLUS (OR APPROVED EQUAL) I EA PER MAUFACTURER'S SPECIFICAITIONS AND DETAILS ON SHEET 7 U8 INSTALL NYLOPLAST DRAIN BASIN WITH INTERNAL HOOD (OR J EA APPROVED EQUAL) PER blANUFACTURER'S SPECIFICATIONS AND DETAIL ON SHEET 7 209 CONSTRUCT JUNCTION STRUCTURE PER A.P. W.A. SID. PLAN 340- 1, SHEET 7 4 EA UO INSTALL 4- SDRJ5 DRAIN PIPE S=0.010 MIN. J10 LF INSTALL ROOF DRAIN PER DETAIL SHEET 2 J6 EA J02 INSTALL 6" SDRJ5 STORM DRAIN 0.010 U/N. 60 LF Q5 4" SDRJ5 STORM DRAIN CONNECTION FOR RETAINING WALL DRAINS WITH CAP 220 LF Q4 4 - CLEAN OUT PER DETAIL I I ON SHT 6 FOR RETAINING WALL DRAINS. 4 EA @ SKATE PARK DRAIN PER DETAIL ON SHEET 5. 22 EA Q6 8" DIA. DECK DRAINS PER ARCHITECT DETAILS 10 EA BRASS CAP IN rHE CONCRETE BASE OF THE BR6. N089 -590-E THE SWrIJ LE6 LIF AN SCE RIVER ALON6 rHE CL SUMMIT A VE 343, mom ar Himi-AND, ap mi vEsr AS SICVN DV TR. N17 L7F SM SEVAINE RD,, 2,65 tdl VESr MR- - Tt'ftftA A I 1-- 16427-1, M.B, 29617-11, Prepared Under The SupeerVision Of : PREPARED IN THE OFFICE OF MADOLLE AND ASSOCIATES, INC. 760-A S. ROCHESTER AVENUE c 6 6 -3 8 8 ONTARIO CA 91761 PHONE �969) 937-7151 1p, 11 " ", Alf Cl VIL PROJEC T D WG. 12 OF 3 1 D WG OS. TRACT 16868 -SB- 16 -PW -06 CITY OF FON I -ANA, CALIFORNIA 1 4 J:\7756-1875\s,_orm\sd0 1 Am. 1118/2005 6:2,