Loading...
HomeMy WebLinkAbout4944-1GENERAL 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, 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 LATEST EDITION UNLESS OTHERWISE NOTED. WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. NO, 18676 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING ITI *'O'NRM DRAIN PLANS DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY SUL7ANA AVENUE S"IFU* PROVISIONS IN THE "GREEN BOOK', THE CONTRACTOR SHALL IMMEDIATELY APPROVAL OF CONNECTIONS TO EXISTING FACIU71ES DOES NOT IMPLY REPORT 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 THE CITY ENGINEER. PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 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 STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 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. PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT (909) 350-7610. PAVEMENT PRIOR TO PLACEMENT. 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-- - j :-..:::.:...;,; METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA - - .. ... COMPLETION OF PAVING. ,....... ;= y f r` MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. : 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL 7. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. >:.. BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL. DEVICES AT ALL .... f, � ............ . , .......................... 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO.> .............................. . THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO t `.............:........? 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION PROJECT LOCATIONI le VICINITY MAP NTS THE CITY ENGINEER. ` : ' : OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM ......: z ; : , :- ................ ............. ..: .................... : I<............. ...........:.........:.............:......... .. THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 34. MINIMUM D -LOAD FOR ALL RCP IS 1350. ..........: >� ;, ` _..... .... O ..........'......-'--.......... F4i5 E ., m ,_- THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE 5 35. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE "M I.. OWN QUANTITIES AND BID A COMPLETE JOB. FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE ......................: GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. 'I= I s 1€ OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE FC=5,000 PSI ................ :£ I TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND FC=6,000 PSI FOR THE POTENTIAL FOR GROUND MOVEMENT EXISTS. VELOCITIES EXCEEDING 30 FEET PER SECOND. RA '...................i$ I _ NO.:..1976L1' .........._...... CONSTRUCTION NOTES ESTI , TED QUANTITIES 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC _ ' `'' RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT CITY OF FONTANA, UTILITY NOTIFICATION UST ~ " " ``"� �UJ-�j�,QI,�ST S/j,E�ir Lf 1 INSTALL 66" RCP (1600-D) 1107 LF �}' �- CITY OF FONTANA AT&T '�..........- ..................<... j� !I'Or'J•OE �OJIdE�'A UG AND CONNECT TO EXISTING STORM N 8353 SIERRA AVE 22311 BROOKHURST ST SUITE 203 ,&� }" * f .0nsp ew REMOVE CK & RT ©_ ���� BRI MORTAR PL DRAT 1 EA 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM FONTANA, CA 92335 HUNTINGTON BEACH, CA 92646 I is j tit�J o� p� 3�- CONSTRUCT MANHOLE PER CITY STD. 3012 3 EA AVAILABLE INFORMATION, HOWEVER, R SHALL BE THE RESPONSIBILITY OF (909) 350-6632 (714) 963-7964 s - - - - �� f ��' •0,r THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND Jif , ( 4 CONSTRUCT BRICK & MORTAR PLUG PER DETAIL SHOWN ON SHEET 1 1 EA THE ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER SO. CALIF GAS COMPANY SPRINT TRACT ._.... ....... .......... a PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL 1981 W. LUGONIA AVE 2592 DUPONT DR (SIO; '10b7(j �i !/Y'AT�9l� 2$ �QCP �/,5dOD�'1F CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO REDLANDS, CA 92374 IRVINE, CA 92612 , _ 4 e �cr"? `1r.B' 8"i' P�� C!T)'si 3®cam / W�` WORKING DAYS BEFORE EXCAVATION. (909) 335-7967 (800) 659-9698 E..... 3Gl0' 8AW�l�K, 4PP4C, PAcAf efl-) _009 j A op EMERGENCIES: (800) 427-2200 ,...........M........... ;E Y: 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY TIME WARNER CABLE Q` TOP OF STRUCTURAL COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, SO. CALIF. EDISON COMPANY 1500 AUTO CENTER DR I I :........................... ....... �...... .......................... PAVEMENT SUBGRADE 300 N. PEPPER AVE ONTARIO, CA 91761 :.... :........ CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGAITON, DOMESTIC WATER, _j RIALTO, CA 92376 (909) 975-3439 . RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. , ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE 909 820-5598 -UNDERGROUND SUNESYS LLC 909 875-5100 - TRANSMISSION PRIOR TO WORK AROUND THEIR FACILITIES. 1325 PICO ST #106 > 213 637-1233 - PIPELINES CORONA CA 92881 I '' 909 357-6505 - DISTRIBUTION �� 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR (951 278-0400 , WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. UNDERGROUND SERVICE ALERT �� r=- i .......--...-- CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY (800) 422-4133 FOR VALVE OPERATION AND WATER REQUIREMENTS. w FONTANA WATER COMPANY GRAN 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT 15966 ARROW BOULEVARD TRENC W WHERE OTHERWISE NOTED. FONTANA, CA 92335 (909) 822-2201 "< ` 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE GRAN ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO I `, TRENC THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE OR G PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING c 'f CRUS DURING CONSTRUCTION. - - -INDICATES CENTERLINE --7-- 5 2 - - INDICATES RIGHT-OF-WAY LINE 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, -(13 -- INDICATES FUTURE CONTOUR LINE < MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE zjE--- STREET LIGHTS ....... ................� :. <. t,... is CITY ENGINEER. DIRECTION OF FLOW 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING O SEWER MANHOLE 14 ................................... . SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE 13 STORM DRAIN MANHOLE 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 I I c 'ti k ......::www::.....,..: :...: ...:.. :.:.. :.. .�€:�- ...... MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE a i MONUMENT. PRIVATE EI:RS T NRA 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES, A MINIMUM 12 FOOT LANE SHALT. BE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES - a , MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. :::........... : _ '<.W' `.........- t: ..........:::.........::::::_........._ THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,...:....:_- "" `�"°..'w"' �""'* " AND EMERGENCY VEHICLES. �:....�._..�....,.w.w............ ....,.....,__w SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE . ;. --........... �-- ...... ....... --.-........... � ........._ 19. THE CONTRACTORS SHALL PROVIDE AND MAINTAIN AN EFFECTIVE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. FOOTHILL BOULEVARD 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME y MAP ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE INDEX MAP WRITTEN APPROVAL OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND SCALE 1"=200' 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER OF THE CITY INSPECTOR. AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL AND THE CITY OF FONTANA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION 0 WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. e�b� FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING 1:1 SLOPE OR FLATTER ---,,'4 OR ADEQUATE SHORING U BEDDING FROM SELECTED H SIDE MATERIAL (1" MAX SIZE) U BEDDING FROM SELECTED H SIDE MATERIAL FOR PIPE 10' BEATER IN DEPTH USE 1/2 HED STONE BEDDING ---� T i 90X COMPACTED NATIVE BACKFILL 6" MAX SIZE \ 6" MIN. ar MAX. ,r MAX. SIZE NATIVE SOIL COMPACTED 95% 0 i 7 A VENUE WALNUT W AVENUE BASELINE ul ILLER a NOTES: AVENUE CPU 1. TRENCH WIDTH SHALL BE CONTROLLED FOOTHILL TO TOP OF PIPE ZONE • :; j::% ' % 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING BOULEVARD IIpN q 0 -- ARROW FS mN s 85 BOULEVARD VICINITY MAP NTS THE CITY ENGINEER. ` : ' : OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM ......: z ; : , :- ................ ............. ..: .................... : I<............. ...........:.........:.............:......... .. THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 34. MINIMUM D -LOAD FOR ALL RCP IS 1350. ..........: >� ;, ` _..... .... O ..........'......-'--.......... F4i5 E ., m ,_- THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE 5 35. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE "M I.. OWN QUANTITIES AND BID A COMPLETE JOB. FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE ......................: GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. 'I= I s 1€ OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE FC=5,000 PSI ................ :£ I TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND FC=6,000 PSI FOR THE POTENTIAL FOR GROUND MOVEMENT EXISTS. VELOCITIES EXCEEDING 30 FEET PER SECOND. RA '...................i$ I _ NO.:..1976L1' .........._...... CONSTRUCTION NOTES ESTI , TED QUANTITIES 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC _ ' `'' RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT CITY OF FONTANA, UTILITY NOTIFICATION UST ~ " " ``"� �UJ-�j�,QI,�ST S/j,E�ir Lf 1 INSTALL 66" RCP (1600-D) 1107 LF �}' �- CITY OF FONTANA AT&T '�..........- ..................<... j� !I'Or'J•OE �OJIdE�'A UG AND CONNECT TO EXISTING STORM N 8353 SIERRA AVE 22311 BROOKHURST ST SUITE 203 ,&� }" * f .0nsp ew REMOVE CK & RT ©_ ���� BRI MORTAR PL DRAT 1 EA 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM FONTANA, CA 92335 HUNTINGTON BEACH, CA 92646 I is j tit�J o� p� 3�- CONSTRUCT MANHOLE PER CITY STD. 3012 3 EA AVAILABLE INFORMATION, HOWEVER, R SHALL BE THE RESPONSIBILITY OF (909) 350-6632 (714) 963-7964 s - - - - �� f ��' •0,r THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND Jif , ( 4 CONSTRUCT BRICK & MORTAR PLUG PER DETAIL SHOWN ON SHEET 1 1 EA THE ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER SO. CALIF GAS COMPANY SPRINT TRACT ._.... ....... .......... a PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL 1981 W. LUGONIA AVE 2592 DUPONT DR (SIO; '10b7(j �i !/Y'AT�9l� 2$ �QCP �/,5dOD�'1F CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO REDLANDS, CA 92374 IRVINE, CA 92612 , _ 4 e �cr"? `1r.B' 8"i' P�� C!T)'si 3®cam / W�` WORKING DAYS BEFORE EXCAVATION. (909) 335-7967 (800) 659-9698 E..... 3Gl0' 8AW�l�K, 4PP4C, PAcAf efl-) _009 j A op EMERGENCIES: (800) 427-2200 ,...........M........... ;E Y: 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY TIME WARNER CABLE Q` TOP OF STRUCTURAL COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, SO. CALIF. EDISON COMPANY 1500 AUTO CENTER DR I I :........................... ....... �...... .......................... PAVEMENT SUBGRADE 300 N. PEPPER AVE ONTARIO, CA 91761 :.... :........ CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGAITON, DOMESTIC WATER, _j RIALTO, CA 92376 (909) 975-3439 . RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. , ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE 909 820-5598 -UNDERGROUND SUNESYS LLC 909 875-5100 - TRANSMISSION PRIOR TO WORK AROUND THEIR FACILITIES. 1325 PICO ST #106 > 213 637-1233 - PIPELINES CORONA CA 92881 I '' 909 357-6505 - DISTRIBUTION �� 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR (951 278-0400 , WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. UNDERGROUND SERVICE ALERT �� r=- i .......--...-- CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY (800) 422-4133 FOR VALVE OPERATION AND WATER REQUIREMENTS. w FONTANA WATER COMPANY GRAN 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT 15966 ARROW BOULEVARD TRENC W WHERE OTHERWISE NOTED. FONTANA, CA 92335 (909) 822-2201 "< ` 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE GRAN ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO I `, TRENC THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE OR G PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING c 'f CRUS DURING CONSTRUCTION. - - -INDICATES CENTERLINE --7-- 5 2 - - INDICATES RIGHT-OF-WAY LINE 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, -(13 -- INDICATES FUTURE CONTOUR LINE < MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE zjE--- STREET LIGHTS ....... ................� :. <. t,... is CITY ENGINEER. DIRECTION OF FLOW 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING O SEWER MANHOLE 14 ................................... . SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE 13 STORM DRAIN MANHOLE 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 I I c 'ti k ......::www::.....,..: :...: ...:.. :.:.. :.. .�€:�- ...... MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE a i MONUMENT. PRIVATE EI:RS T NRA 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES, A MINIMUM 12 FOOT LANE SHALT. BE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES - a , MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. :::........... : _ '<.W' `.........- t: ..........:::.........::::::_........._ THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,...:....:_- "" `�"°..'w"' �""'* " AND EMERGENCY VEHICLES. �:....�._..�....,.w.w............ ....,.....,__w SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE . ;. --........... �-- ...... ....... --.-........... � ........._ 19. THE CONTRACTORS SHALL PROVIDE AND MAINTAIN AN EFFECTIVE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. FOOTHILL BOULEVARD 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME y MAP ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE INDEX MAP WRITTEN APPROVAL OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND SCALE 1"=200' 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER OF THE CITY INSPECTOR. AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL AND THE CITY OF FONTANA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION 0 WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. e�b� FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING 1:1 SLOPE OR FLATTER ---,,'4 OR ADEQUATE SHORING U BEDDING FROM SELECTED H SIDE MATERIAL (1" MAX SIZE) U BEDDING FROM SELECTED H SIDE MATERIAL FOR PIPE 10' BEATER IN DEPTH USE 1/2 HED STONE BEDDING ---� T i 90X COMPACTED NATIVE BACKFILL 6" MAX SIZE \ 6" MIN. ar MAX. ,r MAX. SIZE NATIVE SOIL COMPACTED 95% 0 i 7 W ul a NOTES: i ��;, 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE • :; j::% ' % 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING STORM DRAIN m ` 3. CLASS II AGGREGATE BASE ALL TRENCHES LESS THAN 100 FEET IN LENGTH NOTE: COMPACTION SHALL BE 90% IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY NOT TO SCALE SHALL CONFORM TO CAL -OSHA REQUIREMENTS SECTION A•A DOUBLE COURSE 4' X 8" BRICK AND MORTAR PLUG BRICK AND MORTAR PLUG RCP OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS Q= 91MM 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALESD t Exp. 6-30-zo m BRICK AND MORTAR PLUG No. 36062 w THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE .FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE ��civ+ SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON ERODEABLE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. TFOFcat+F TYPICAL FOR ALL DIAMETERS SWALES ENTERING OR LEAVING IMPROVEMENTS. BASIS OF BEARINGS: NOT ro SCALE BASIS OF BEARINGS: TAKEN FROM THE CENTERLINE OF LIME AVENUE AS SHOWN i ON TRACT NO. 16271-1, M.B. 297/15-18. BEING N 00`01' 12" W CD C REV. REVISION DESCRIPTION DATE ENGR. DATE CI Q ORIGINAL BENCHMARK (SINCE DESTROYED) Prepared By: CITY Of FONTANA CALIFORNIA ` ® I SHOULD CONSTRUCTION OF REQUIRED CITY OF FONTANA BENCHMARK NO. 361 RAILROAD QRpFEss�ON IMPROVEMENTS NOT COMMENCE WITHIN PREPARED FOR: SPIKE IN NORTH FACE OF POWER POLE ALLAAD ENGINEERING o q OFFSITE STORM DRAIN IMPROVEMENT NO. 1536697E AT THE S.W. CORNER OF SULTANA ��`' �oNO J. q<l �` N PLAN N _ TWO YEARS OF THE DATE OF APPROVAL PJR1 LIME INVESTMENTS, LLC AVENUE AND BASELINE AVENUE. ELEVATION: 1365.01 Civil Engineering - Land Surveying - Land Planning �� 9� DRAWN BY: Ld SHOWN HEREON AND CARRIED FORTH INA 8253 Sierra Avenue a; v - SCALE: DIAL DILIGENT MANNER, THE CITY ENGINEER MAY 10370 TRADEMARK STREET Fontana, California 92335 c� No. 36052 �? BKA SULTANA AVENUE AS NOTED ZE BEFORE DA�sWBEFORE REQUIRE REVISIONS TO THE PLANS TO KCAL CALIFNCHO ORNIA 9 G730A, nSAN BERNARDINO COUNTY BENCHMARK 7-15 (909) 356-1815 Fax (909) 434-1820 Uj a Exp. 6/30/12 DESIGNNED BY. T PIAN STORM DRAIN DATE YOU DIG YOU DIG 1970 BRASS CAP IN CONCRETE ABUTMENT, LOCATEEDL �, MAY, 2012 BRING THEM INTO CONFORMANCE WITH (909) 29 i -7600 34' NORTH OF CENTERLINE OF FOOTHILL BLVD. /& •( 7- � I v i � �` APP VE TOLL CONDITIONS AND STANDARDS IN EFFECT FAX (909) 291-7630- qT CHECKED BY: DRAWING NO.: o A PUBLICRSERVICE BY UNDERGROUND GSE VICE ALERT AND 131' WEST OF CENTERLINE OF LIME AVENUE. A and J. ard, A.C.E. 36052 Date F OF' CAA,-�F� RJA � DATE: �17• !�_ 1 a ADftMM E"ATICMk 1285463 (expires 6/30/2012) CITY ENGINEER R.C.E. 51152 ,4944 2 Filename: 1:\15947 Young Homes Ume I and II\Offsite Improvements\DWG's\Storm Drain\Sutano Master Plan North of SAN8AG\SULTANA-SD01.dwg