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HomeMy WebLinkAbout2784-1r 1 ALL WORK SHALL BE IN ACCORDANCE, WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, SHALL CONFORM TO ALL TRAFFIC CONTROL, POLICIES, METHODS g E THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION A.P.W.A. STD. NO. 320-0. I "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS 4 1 ALL WORK SHALL BE IN ACCORDANCE, WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, SHALL CONFORM TO ALL TRAFFIC CONTROL, POLICIES, METHODS AND PROCEDURES THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION A.P.W.A. STD. NO. 320-0. k "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS MANHOLE PER A.P.W.A. STD. NO. 321-0. UNLESS OTHERWISE NOTED. EA r�3 2 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION 14 TRAFFIC ENGINEER. ® PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO Lon PER CITY OF FONTANA STD. NO. 121. 15 WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. O r— I 1 PER PROFILE. CALL (909) 350-7610. UPON COMPLETION / STRIPING, HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH 3 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR Q OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER 556 ENGINEER. PAF. LIJ Q REQUIREMENTS. I 32 IT SHALL BE THE 4 STATIONING REFERS TO THE CENTERLINE OF -STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ilf O I 5 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF - RCP. 33 STREETS. SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE 6 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. ..•► -- HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE 0 _____,,,__.............. •-''-• -_ TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO U E AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT U O PROJECT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. J 7 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED I GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. � p ; 8 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT / AVENUE NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, - DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR f FACILITIES. ° 9 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO ` SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. ROAD _..----'-•�- 10 WHEN CONFLICT IS ,FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY TACE EAST MoN ___ ..---•-"• 1 REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY j�•-�•-�►-•"""• REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. , 11 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. # - NE OYOQU I - - TE I 12 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH - EXISTING CONCRETE. 13 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, - - I INSPECTED AND APPROVED. ? 14 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE D ' GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS 0 I THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. . ' 15 THE CONTRACTOR SHALL OBTAIN , A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR - - TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. t 16 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. UTLER w J f 17 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE f DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING I CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 18 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR i OTHER TRAFFIC CONTROL AT ALL TIMES. Lj 19 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE Z - REQUIRED DENSITY SHALL BE RE—WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED Q w ' - DENSITY IS OBTAINED. i Lj 20 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. (� ' 21 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE - CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING Q ' CONSTRUCTION. ` 22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY - NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. BL I 23 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE / CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. / r a 24 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH i MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 25 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 INDEX MAP CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. NTS 26 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES, A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. _ , PRIVATE ENGINEER S NOTICE TO CONTRACTORS: 27 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT PRIOR APPROVAL OF THE INSPECTOR. THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO 28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE I ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIARY DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE E 29 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE I I r ADEQUATE WATERING, AT ALL TIMES. DRAWINGS. CITY ENGINEER. PROFILE NOTE FLOW VALUES SHOWN ON THE MAINLINE PROFILE ARE FOR 25—YEAR HYDROLOGY (Q-25) AND PIPE DESIGN FLOW (Q), THE LATTER WHICH INCLUDES SOME 100 YEAR FLOWS DUE TO STREET SUMP CONDITIONS. THESE REC04D DRAWINGS HAVE SEEN P9EPARED, MI PART, ON THE BASIS OF INFORMATION WtPILED AND FURNISHED SY OTHERS. THE ENIVNEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS On CIu11SSIONS WHICH HAVE BEEN INCOWMATEO INTO THE DOCUMENTS AS A RMT THEREOF. ./I\- - I Fg v. eg10 1U;R 7 1 -i! No. 62183 cP CIV11- 0r` *3 REVISIONS Underground Service Alert a CALL TOLL, FREE 1-800 30 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL, POLICIES, METHODS AND PROCEDURES THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY MANHOLE PER A.P.W.A. STD. NO. 320-0. DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS MANHOLE PER A.P.W.A. STD. NO. 321-0. 2 EA r�3 PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL } 4 14 TRAFFIC ENGINEER. ® CONSTRUCT APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE PER CITY OF FONTANA STD. NO. 121. 15 DUNCAN CYN. RD. O INSTALL 48" CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER PER PROFILE. 31 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH PER PROFILE. 2,330 BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING 'i 556 ENGINEER. PAF. LIJ Q FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. I 32 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT PER PROFILE. - OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 10 ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. RCP. 33 Mn OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. PROFILE NOTE FLOW VALUES SHOWN ON THE MAINLINE PROFILE ARE FOR 25—YEAR HYDROLOGY (Q-25) AND PIPE DESIGN FLOW (Q), THE LATTER WHICH INCLUDES SOME 100 YEAR FLOWS DUE TO STREET SUMP CONDITIONS. THESE REC04D DRAWINGS HAVE SEEN P9EPARED, MI PART, ON THE BASIS OF INFORMATION WtPILED AND FURNISHED SY OTHERS. THE ENIVNEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS On CIu11SSIONS WHICH HAVE BEEN INCOWMATEO INTO THE DOCUMENTS AS A RMT THEREOF. ./I\- - I Fg v. eg10 1U;R 7 1 -i! No. 62183 cP CIV11- 0r` *3 REVISIONS Underground Service Alert a CALL TOLL, FREE 1-800 VICINITY MAP NTS 3/4:1 SLOPE OR GREATER CONSTRUCTION NOTES OR ADEQUATE SHORING QUANTITIES �1 CONSTRUCT MANHOLE PER A.P.W.A. STD. NO. 320-0. NATIVEOBACKFILLD `N 3' MAX. SIZE CONSTRUCT MANHOLE PER A.P.W.A. STD. NO. 321-0. 2 EA r�3 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. NO. 331-1. 14 EA ® CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. NO. 121. 15 DUNCAN CYN. RD. O INSTALL 48" RCP, D -LOAD PER PROFILE. -- Q © INSTALL 36" RCP, D -LOAD PER PROFILE. 2,330 LF Q INSTALL 30" W Z PER PROFILE. 556 W w PAF. LIJ Q Q PER PROFILE. > Q LF 1Q. ® INSTALL 18" RCP, D -LOAD PER PROFILE. W SUMMIT AVENUE LF 10 JOIN EXISTING RCP. U 1 EA W J r) V) -_ U U O PROJECT J LOCATION HIGHLAND AVENUE BASELINE AVENUE VICINITY MAP NTS 3/4:1 SLOPE OR GREATER CONSTRUCTION NOTES OR ADEQUATE SHORING QUANTITIES �1 CONSTRUCT MANHOLE PER A.P.W.A. STD. NO. 320-0. NATIVEOBACKFILLD `N 3' MAX. SIZE GRANULAR BEDDING FROM / \� SELECTED TRENCH SIDE MATERIAL (1" MAX. SIZE). __III 6" MIN III= N III 8 M = III °J III III = Z - —_ o III w = Zw 33 a 111— III a _ SEWER OR WATER MAIN III=III= __T_ GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIRE 10' OR GREATER IN DEPTH USE 1/2 CRUSHED STONE BEDDING. TRENCH DETAIL NOT TO SCALE r NOTES_ 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE. 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL'kAVE ADEQUATE SHORING. 3. CLASS II AGG.BASE ALL TRENCHES LESS THAN 100' IN LENGTH. NOTE COMPACTION SHALL BE 90% IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS. 22742600 TWO WORKING DAYS BEFORE YOU DIG BENCH MARK:_#8_17 CALTRANS BASIS OF BEARINGS: BRASS CAP IN CONCRETE S.C.E. THE BASIS OF BEARINGS FOR THIS MAP CITY OF FONTANA, CALIFORNIA LEG, 343' N�0 HIGHLAND IS THE SOUTH LINE OF THE NORTHEAST TOWER AVE., LE MI. W 0 SAN QUARTER OF SECTION 26, TOWNSHIP 1 NORTH, RANGE 6 WEST SAN BERNARDINQ PUBLIC WORKS DEPARTMENT f.I — MERIDIAN, SHOWN ASN 89'3TES ON HIGHLAND AVE., FROM 28SIE�R090AVE. A MAP FILED IN BOOK 88 PAGES 26 SEVAINE RD., 2.65 MI W AL THROUGH 42, INCLUSIVE, OF SURVEY 05/�Z ELEVATION:_---------_ RECORDS OF SAN BERNARDINO COUNTY. DRAWN BY: SCALE: L) ArI1140•� • SUMMIT HEIGHTS - TR 15839 _ PREPARED IN THE OFFICE 01='�'�"h'°'� �'� v��s�, MADOLE AND DESIGNED: NONE OF THE INLANDEMPI",9,!�� STORM DRAIN IMPROVEMENT PLANS 10601 CHURCH STREET ST�L4111 O CHECKED:TITLE SHEET 9/30/99 DATE. RANCHO CUCAMONGA. , CA °91°'7 44 101 PHONE ( 909) JOB N0. 948-1 11= ' DWG. NO. SHEET NO. � �` „,fir}.c�j+ ! 126-964 APPROVED �.-ii-l� 278411OF 5 1 APPROVAL DATE APCITY 0 AL DATE 4M. MADOLE R.C.E.14814 DATE T�'t !JlGG.�s✓ CITY ENGINEER R.C.E. 25126 CONSTRUCTION NOTES QUANTITIES �1 CONSTRUCT MANHOLE PER A.P.W.A. STD. NO. 320-0. 7 EA CONSTRUCT MANHOLE PER A.P.W.A. STD. NO. 321-0. 2 EA r�3 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. NO. 331-1. 14 EA ® CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. NO. 121. 15 EA O INSTALL 48" RCP, D -LOAD PER PROFILE. -- LF © INSTALL 36" RCP, D -LOAD PER PROFILE. 2,330 LF Q INSTALL 30" RCP, D -LOAD PER PROFILE. 556 LF ® INSTALL 24" RCP, D -LOAD PER PROFILE. 97 LF 1Q. ® INSTALL 18" RCP, D -LOAD PER PROFILE. 586 LF 10 JOIN EXISTING RCP. 1 EA 22742600 TWO WORKING DAYS BEFORE YOU DIG BENCH MARK:_#8_17 CALTRANS BASIS OF BEARINGS: BRASS CAP IN CONCRETE S.C.E. THE BASIS OF BEARINGS FOR THIS MAP CITY OF FONTANA, CALIFORNIA LEG, 343' N�0 HIGHLAND IS THE SOUTH LINE OF THE NORTHEAST TOWER AVE., LE MI. W 0 SAN QUARTER OF SECTION 26, TOWNSHIP 1 NORTH, RANGE 6 WEST SAN BERNARDINQ PUBLIC WORKS DEPARTMENT f.I — MERIDIAN, SHOWN ASN 89'3TES ON HIGHLAND AVE., FROM 28SIE�R090AVE. A MAP FILED IN BOOK 88 PAGES 26 SEVAINE RD., 2.65 MI W AL THROUGH 42, INCLUSIVE, OF SURVEY 05/�Z ELEVATION:_---------_ RECORDS OF SAN BERNARDINO COUNTY. DRAWN BY: SCALE: L) ArI1140•� • SUMMIT HEIGHTS - TR 15839 _ PREPARED IN THE OFFICE 01='�'�"h'°'� �'� v��s�, MADOLE AND DESIGNED: NONE OF THE INLANDEMPI",9,!�� STORM DRAIN IMPROVEMENT PLANS 10601 CHURCH STREET ST�L4111 O CHECKED:TITLE SHEET 9/30/99 DATE. RANCHO CUCAMONGA. , CA °91°'7 44 101 PHONE ( 909) JOB N0. 948-1 11= ' DWG. NO. SHEET NO. � �` „,fir}.c�j+ ! 126-964 APPROVED �.-ii-l� 278411OF 5 1 APPROVAL DATE APCITY 0 AL DATE 4M. MADOLE R.C.E.14814 DATE T�'t !JlGG.�s✓ CITY ENGINEER R.C.E. 25126