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Home My WebLink About3050-1QMERAL NOTES Grp 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC Q Q WORKS CONSTRUCTION ("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 PANG p THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE CUCAMONGA "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY RF1 FIU STORK 1DRARN Fwa,or�,o ENGINEER. wo 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS.I?H E SPTAG I-.�M" ��` ' PROJECT 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY LOCATION DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TOFONTANA START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. !STAo STA* 157+70- ,d CALL (909) 350-7610. -11 6. CONTRACTOR DESCRIBEDSHALL C NN THEM STO ALL TATE OFTCALIFORN. CONTROL MANUALOLOF TRAFFIC EHOCONTROLS, LATEST (FROM SAN SEVAINE AVENUE TO 2509 EAST OF ALMERIA AVENUE) °�� NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, VICINITY MAP DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. I ; i N.T.S. 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE I CIr1t I DIVISION OF INDUSTRIAL SAFETY. 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH i -- ---� SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANSI AVENUE (�— I I ESTMAATE OF 'PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF HIGHLAND ; I I C:CNSTRl1C110N NOTES QUANTITIES CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. j!i ! I 1a-- CONSTRUCT DBL. 10 x 8 REINFORCED CONCRETE BOX PER DETAIL 1, AS SHOWN ON SHEET 3 5,170 LF j 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY 2 CONSTRUCT TRANSITION STRUCTURE PER APWA STD. PLAN 344-1 AS SHOWN ON SHEET 5 20 LF ; Z I ' WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. i I I I � 3 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 333-1, AS SHOWN ON SHEET 5 )OV' EA VICTORIA AVENUE i > € !I 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE NII I w Z�Qt- CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 334-1, CASE_ 2. AS SHOWN ON SHEET 5 '"� -18- FA ,20 INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO o I ! i I I I i=) DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING w l i I i I I I iz CONSTRUCT MANHOLE PER APWA STD. PLAN 323-1, 630-2 & 635-2 AS SHOWN ON SHEET 6 20 EA UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE Z j I N �- _ IQ CONSTRUCT WINDOWS PER DETAIL 2, AS SHOWN ON SHEET 3 16 EA CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO -- WORKING DAYS BEFORE EXCAVATION. w 1 Q INSTALL 36" RCP 1350-D ��'� -�4g- LF o WALNUT AVENUE = 8 INSTALL 24" RCP 1350-D 317 F 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY �,'y1�ANIES > U O- L INCLUDING, BUT NOT LIMITED T0, GAS, TELEPHONE, ELECTRIC, CABLE T ION, I a �c FUTURE 72» m s� CONSTRUCT JUNCTION STRUCTURE PER APWA STD PLAN 332-1, CASE 1, AS SHOWN ON SHEET 6 4 EA LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL 'BE GIVEN TWO WORKING EiiLI cc 7c STORM DRAT 1 o INSTALL 18" CMP 112 LF DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. o I I Mcc EXISTING 36" w EXISTING 66" " z0 _ STORM DRAIN z I f STORM DRAIN 11 CONSTRUCT 48 CMP RISER PER DETAIL 2, AS SHOWN ON SHEET 2 8 EA 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVESI �� I 12 INSTALL BRICK AND MORTAR PLUG PER DETAIL 5, AS SHOWN ON SHEET 2 19 EA WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE I I APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. I + i WN I 13 INSTALL 6 MIL. POLYETHYLENE VAPOR BARRIER 175,780 SF 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE } ' T w I 14 CONSTRUCT CONCRETE BULKHEAD PER DETAIL 3 AS SHOWN ON SHEET 4 2 EA NOTED. BANANA = I 15 CONSTRUCT MANHOLE PER APWA STD. PLAN 320-1, AS SHOWN ON SHEET 14 1 EA 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE AVE U x DETAIL 16 CONSTRUCT DBL. 12' 8' REINFORCED CONCRETE BOX PER D L 1, AS SHOWN ON SHEET 3 1,150 LF THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL =�===�- BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL x w 17 GRADE EARTH SWALE PER DETAIL 1, AS SHOWN ON SHEET 2 5,540 LF STAKING DURING CONSTRUCTION. ww Sht. 8 Sht.9 Sht.10 w Sht.11 Sht.12 Sht13 Sht,14 18 REMOVE EXISTING CONCRETE BULKHEAD AND JOIN EXISTING RCB PER DETAIL 3, AS SHOWN ON SHEET 4— 2 EA 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR z Q } z j Q 19 TO BE REMOVED 1 LS BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. a Baseline �� o Y Avenue a Q &_REMOVE EXISTING FENCE AND REPLACE TO R.O.W. AFTER CONSTRUCTION 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY NOTES (CONTMEDMONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL a a o TO THE SATISFACTION OF THE CITY ENGINEER, DISPOSE OF EXCESS MATERIAL 866 LF ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, = w ~ ~ 21 REMOVE, SALVAGE AND REPLACE AFTER R.C.B. CULVERT HAS BEEN CONSTRUCTED 27 EA RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE BARRICADES AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF n -3 ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE THE CITY TRAFFIC ENGINEER. (SEE BASELINE AVENUE STORM DRAIN, PHASE 2, STAGE 1 N 22 REMOVE STREET LIGHT AND POLE, SALVAGE, REPLACE AFTER RCB CULVERT HAS BEEN CONSTRUCTED 1 EA ESTABLISHED FOR A LATER REPLACEMENT OF THE MONUMENT. CONSTRUCTION STAGING PLANS.) 5 23 REMOVE TRAFFIC SIGNAL AND POLE, SALVAGE, REPLACE AFTER RCB CULVERT HAS BEEN CONSTRUCTED 5 EA 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF 24 SAWCUT AND REMOVE AC PAVEMENT 35,300 SF TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. INDEX MAP AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 25 TO BE RELOCATED BY S.C.E. PRIOR TO CONSTRUCTION, CONTRACTOR TO PROTECT 34. CONTRACTOR SHALL SUPPORT ALL UTILITIES CROSSING THE CONSTRUCTION ZONE N.T.S. IN PLACE AFTER RELOCATION 5 EA 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST TO THE SPECIFICATIONS AND REQUIREMENTS OF THE UTILITY AGENCY OR COMPANY. CONTROL, ' INCLUDING ADEQUATE WATERING, AT ALL TIMES. SHEET INDEX 26 PROTECT IN PLACE 1 LS 27 ENCASE PIPE PER DETAIL 4, AS SHOWN ON SHEET 2 33 LF 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE MY OF FflPf�ANA. UTx.ITY NOTFICATION LIST 28 REMOVE EXISTING 66" RCP 22 LF DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING SHEET DESCRIPTION STATION CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. CITY OF FONTANA PACIFIC BELL CO. 30 REMOVE EXISTING STORM DRAIN MANHOLE 1 EA 8353 SIERRA AVENUE 3939 E. CQRONADO STREET FONTANA WATER COMPANY 1 TITLE SHEET 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY FONTANA, CA. 92335 ANAHEIM, CA. 92807 ATTN:AL V OHN 31 CONNECT EXISTING 18" CMP TO 36" RCP THROUGH BRICK &MORTAR PLUG 1 EA 8440 INSPECTOR. (909) 350-6632 (714) 666-5500 8440 NUEVO AVENUE FONTANA CA. 92235 2 DETAIL SHEET 32 INSTALL 54" RCP, 1350-D 15 LF 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT (909) 822-2201 (909) 823 5046 3 STRUCTURAL DETAILS 33 INSTALL 72" RCP, 1350-D 54 LF THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL 1981 W. LUGONIA AVENUE (800) 227-2600 REDLANDS CA. 92374 34 INSTALL 36" CMP, 12 GAGE 69 LF THE SPECIFIED DENSITY IS OBTAINED. CUCAMONGA COUNTY WATER DISTRICT 4 STRUCTURAL DETAILS (909) 335-7547 ADELPHIA (CATV) 35 CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 380-3, AS SHOWN ON SHEET 6 2 FA 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. ATTN: CARLOS FIMBRES ONTARIO, CA. 91761 9641 SAN BERNARDINO AVE. 5 DETAIL SHEET / /.vsT4GG"c�.a�is�.P �awLY� �,P vE-r4iL 2, S,yE�T 2 /EA STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE SO. CALIF. EDISON COMPANY( 909) 390-4738 RANCHO CUCAMONGA, CA. 91730 TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 7951 REDWOOD AVE. (909 483-7440 6 DETAIL SHEET /ws�LlLL �2".�-.� I/9AiiieL�" ) FONTANA, CA 92336 GENERAL TELEPHONE COMPANY 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO (909) 357- 6185 ATTN: STEVE HOCK 7 TYP. CROSS SECTIONS MATCH EXISTING CONCRETE. 1400 E. PHILLIPS BLVD. SPRINT ONTARIO, CA. 91766 8 PLAN & PROFILE STA 94+30 TO STA 104+00 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL EMERGENCIES: 1 (800) 521-0579 (909) 469-6336 OF THE CITY ENGINEER, EXCEPT FOR RCB CONSTRUCTION. 9 PLAN & PROFILE STA 104+00 TO STA 114+00 NOTE' 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES AND VERIFY 10 PLAN & PROFILE STA 114+00 TO STA 124+00 ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING 11 PLAN & PROFILE STA 124+00 TO STA 134+00 RIGHT OF WAY REQUIRED FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PWATE B410DEffrS NOTICE TO CONTRACTOR: PLANS. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS 12 PLAN & PROFILE STA 134+00 TO STA 144+00 PRIOR TO CONSTRUCTION 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR 13 PLAN & PROFILE STA 144+00 TO STA 154+00 IMMEDIATELY. GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES SHOWN AND ANY OTHER LINES NOT AN RECORD OR 14 PLAN & PROFILE STA 154+00 TO STA 157+70 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN NOT SHOWN ON THESE PLANS. 15 STORM DRAIN LATERAL PROFILES PLACED, INSPECTED AND APPROVED. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR 16 STORM DRAIN LATERAL PROFILES JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS OF STREETS. AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO 17 20 SCALE DETAIL AT HEMLOCK AVENUE NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD 30. APPROVED SOIL STERILANT IS, REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 18 20 SCALE DETAIL AT BEECH AVENUE PLACEMENT. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN BASIS OF BEARING& BENCH MARK: 19 20 SCALE DETAIL AT ALMERIA AVENUE TAKEN FROM THE SOUTH LINE OF THE 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO PROFESSIONAL. SW 1/4, SECTION 35, T1 N, R6W, B.M. #361, SPIKE IN NORTH FACE OF P.P. #1536697E FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR S.B.B.M., AS SHOWN ON 0 S.W. COR. OF BASELINE AVE. & SULTANA AVE. GRADES OF FRAME AND COVERS ARE TO MATCH FINAL STREET GRADES AS DETERMINED LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN R.S. 108/13-27, O.R. BY THE STREET PLANS. WRITING AND MUST BE APPROVED BY THE ENGINEER PREPARING THESE PLANS. r7i nieTinKi - 1 -Kam 1)1 Filename: M:\DWG\14902\BOX-PHASE2\STAGE 1 \S2-w*1.dwg