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HomeMy WebLinkAbout3618-1 4.0 00 AtallIMIN11111•11=00001•101•1011=110•01111M1=01110011•11•1111111111=MOINIIMMIN1111•1111111111MMIIIMINIMINIMIIMMIIMINIIIIMIIIIIINNIMININIMIMMINIMMIIMIMMINMW 'COMMIE. GENERAL NOTES FOR STREET IMPROVEMENT PLANS CONTRACTOR'S RESPONSIBILITY FOR SAFETY 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD IN SUBMITTING A BID FOR THIS WORK,THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST -N JOB CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,THAT EDITION UNLESS OTHERWISE NOTED. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS,AND THAT THE CONTRACTOR SHALL 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE SAN BERNARDINO AVENUE DEFEND, INDEMNIFY AND HOLD THE OWNER,THE ENGINEER AND THE GOVERNMENTAL AGENCY HARMLESS FROM ANY AND ALL LIABILITY, PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. SOLE NEGLIGENCE OF THE OWNER,THE ENGINEER,OR THE GOVERNING AGENCY. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION ALL CONTRACTORS AND SUB CONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUIRED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED.THE CONTRACTORS AND SUBCONTRACTORS ANY WORK IN PUBLIC RIGHT-OF-WAY WTHIN THE CITY LIMITS. CALL 909-350-7610. SHALL COMPLY WITH THE"OCCUPATIONAL SAFETY AND HEALTH REGULATIONS"OF THE U.S.DEPARTMENT OF LABOR AND WITH Lu 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA D "CONSTRUCTION SAFETY ORDERS".THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. z Q 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. Lu 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE w MALLORY DRIVE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. > ENGINEERS NOTICE TO CONTRACTOR 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND Q ""c h'; THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. :.3 r. -7.- , BY A SEARCH OF AVAILABLE RECORDS.TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTILITIES OR STRUCTURES EXCEPT TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. j, ,,L 41i AS SHOWN ON THESE PLANS.THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION NEITHER OF SAID LINES NOR FOR 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. , di..4,0604, D✓ TRACT 16221 o UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY Z UTILITYAND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES,AND TO EXERCISE D Q WORK,WHETHER OR NOT SHOWN HEREON,AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO Lu THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT(USA)PHONE 800-227-2600 TWO WORKING DAYS WORKING DAYS BEFORE EXCAVATION. 0 PRIOR TO DIGGING.NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL NTS AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WTH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. VALLEY BLVD. 13. CURVE DATA REFERS TO THE FACE OF CURB. \ ----''-----.''.--------- 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN VICINITY MAP GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE 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 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 CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. q DISPOSITION NOTES & QUANTITIES 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. I 30' - 32' - E SAW CUT EXISTING AC PAVEMENT 350 LF 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 18' 20' 12' 3660 SF 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE 6.5 - F6 E REMOVE EXISTING AC PAVEMENT PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. NORTH VARIES 2.40% 5' 20 LF 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. © SAW CUT EXISTING CONCRETE 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RNV EXIST. CURB TO 3.46%A ' B DE REMOVE EXISTING CURB AND GUTTER 16 LF RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. I & GUTTER EQ REMOVE EXISTING CONCRETE DRIVEWAY 50 SF 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE O SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. __ _ _ -- F❑ REMOVE EXISTING DRIVE APPROACH 150 SF i:),,..k,.,4,44(6 025. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORMI�IIII7�I7III - �' '�"° "` '� ' '�"'""""'""`"` TO THE CITY OF FONTANA STANDARD DETAILS. �I$4V$IIII�►I4.IIIIOIp III�4+ EXIST. AC ►4,4.044#4 IIIIIIIII� *VI�.�II4404I 444 , 227. THE SEWER DCONCRETE SURFACES SHALL CONTRACTOR SHALL STAMPAND SN IN THEFORM IN FACE�OF THDE, OLOR AND S CURB AT THISH TO E LOCATIONCH EXISTING CONCRETE.OF THE SEWER LATERAL. I IIIII�III�IIO�II��Ij.�I�IIIIOII II�,���,II,�IIII�IIIII�II�II.II�III��IIII�IIIIIIII II I SOUTH 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. , II I ' RAN 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 1 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED 1 BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED T.I. = 5.5 BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33, ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR TYPICAL SECTION - MALLORY DRIVE UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 0 CONSTRUCT RESIDENTIAL DRIVEWAY PER STD. NO. 1005 (W=12') 1,620 SF 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 0 CONSTRUCT CROSS GUTTER PER STD. NO. 104 (MODIFIED TO BE 8'WIDE) 1,000 SF 36. AS-BUILT DRAWNGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD,WHO SHALL PROVIDE RECORD DRAWINGS 0 CONSTRUCT CURB INLET STRUCTURE PER STD. NO. 121 1 EA TO THE CITY ENGINEER. , F30' 30' I ® INSTALL STREET SIGN PER STD. NO. 139 1 EA 12' 18' 1 18 12' O5 CONSTRUCT 8" CURB & GUTTER PER STD. NO. 1003 530 LF 6"- f 6.5' -6.5' - -. -6" 0 CONSTRUCT CURB RETURN ACCESS RAMP PER STD. NO. 1006 2 EA --5'-- 5'I � 0 CONSTRUCT SIDEWALK PER STD. NO. 1015 1860 SF LEVEL LINE ® PLACE 4"AC PVMT. OVER 12" COMPACTED NATIVE SUBGRADE (95 %) 14,800 SF 0 0.20' © 0.00' © 0.20' Fj 0 ADJUST WATER VALVE TO GRADE PER STD. NO. 130 4 EA 2% 2% _ 2% 2%�- 2 EA ,,�,a ,;„,� . �_ 10 ADJUST SEWER MANHOLE TO GRADE PER STD. NO. 109 -SIngifillevimk • +SS44*A `S VS" " ` SOS0SS " * " ****�O*•***`�` IR/VV EAST 11 ADJUST 12"0 RCP STORM DRAIN 214 LF WR �� ""``Ss+Ss+S",S"`Sto+S*�,�"�♦S V•04•S1.4��`"�O `�`SS SO """ 12 CONSTRUCT PARKWAY DRAIN PER APWA STD. 151-1 (MOD. FOR 0'TRANS.) 1 EA O4`4O0 T.I. = 5.5 TYPICAL SECTION - SKYLAND COURT BENCHMARK BENCHMARK NO. 67-3 ELEVATION = 1124.03 CITRUS AND MALLORY, TOP OF FIRE HYDRANT WEST SIDE OF CITRUS OPPOSITE OF MALLORY BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CENTER LINE OF OLEANDER AVENUE BEING N. 0°11'34"W. ,. ''' '��., UNDERGROUND AS SHOWN ON R/S 97/61 SERVICE ALERT 1y of Southern California TOLL FREE �--= 'w -- Call; � FESC Prepared Under The Supervision Of CITY OF FONTANA CALIFORNIA X00-422-4133 �Q�°oErERSC SHOULD CONSTRUCTION OF THE REQUIRED ;'ops' o�04/, , ORKING DAYS BEFORE YOU DIG / \ , 1 4;3- QP `�ti�F ;;.. ,ne Ati,�(< ,, 16JE3A WeRY stBonitaTWO W V/1/, (<•%, ��, IMPROVEMENTS NOT COMMENCE WITHIN TWO ._,� �`; STREET & STORM DRAIN IMPROVEMENT PLANS w San Dimas, CA 91773 1 s YEARS OF THE DATE OF APPROVAL SHOWN HEREON s No.42`.53 s T 909-599-3253, 909-599-2572 fax SCALE: \* Exp. b/a) DRAWN BY: �J� r �l%6‘,..* AND CARRIED FORTH IN A DILIGENT MANNER, THE 1rRONNEBECK.COM JERRY TRACT 16221 NA q CIVIL ! E , t DATE: s ,�� ' DESIGNED B TITLE SHEETMAY 2004 TFoF : CITY ENGINEER MAY REQUIRE REVISIONS TO THE �, c►J,1-r�<l,j rCh1.WQ .' ��C JERRY `�� •;° PLANS TO BRING THEM INTO CONFORMANCE WITH or CF`W..`lr- t � �� �'� °� - -9''" / �_ , ~ GeraldyE. Ronnebeck Date k� . e A.111 DAT20 / DRAWING NO.: C CHECKED B: P-OVED BYE. - e - 3 618 1 . A RECORD DRAisvAl s �'��/� 'f STANDARDS IN EFFECT. RCE 42853 (Exp. 3-31-06) CITY �'�rr I N IN - c 2 REV. REVISION DESCRIPTION DATE 1 ENGR. CITY DATE ,