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HomeMy WebLinkAbout3726-1 T mil A MEWL NOTES: T . . ,„.„ car #iii 751 3 1. ALL WORK SHALL BE N ACCORDANCE INTH THESE PLANS, THE CITY OF FONTANA 210 FREEWAY STANDARD PLANS. THE CONTRACT PROVISIONS AND THE STANDARD STREET IMPROVEMENT PLANS . SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS ANO STANDARDS SHALL BE THE LATEST EDITION BASEL INE AVE UNLESS OTHERNISE NOTED. - - TITLE SHEETU 2. WHEN A TECHNICAL CONFUCT IS FOUND TO EXIST N THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLED BY REFERENCE TO PRECEDENCE PROVISIONS N THE "GREEN BOOK. THE CONTRACTOR SITE Q V,� SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. CITY OF FONTANA 3. AU. MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. U 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA LOCATION GO HARVEY DR. COMIUNITT DEVELOPMENT DEPARTMENT, ENGNEERNG DIVISION PRIOR UTILITY NOTIFICATION LIST W TO THE START OF ANY WORK, INSPECTION COORDINATION SHALL BE REQUESTED L ¢ BARGEE AT LEAST TWO WORKING DAYS PRIOR TO START Of ANY WORK N PUBLIC RIGHT-OF-HAY WITHNM THE CITY UNITS. CALL (909) 350-7610. CITY OF FONTANA PACIFIC BELL CO. SHEET 3 ATTN: BRIAN WREN ATTN: 'RGI NIA BECKER -SHEET 2 = ST. Ce w 8353 SIERRA AVENUE 3939 E.CORONADO STREET Q 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND I V PROCEDURES DESCRIBED IN STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST (909)FONT5 CA 92335 (714) 6ANAHEIM, -5CA 92807 NON EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. (909) 350-6632 ¢ a SO.CALFORNIA GAS COMPANY (T4) - � > FOOTHILL BLVD > TRACT NO. 12608 6. IT SHALL BE THE RESPON�I'BIUTY OF THE CONTRACTOR TO MANTAN BARRICADES, ATTN: GREG GASPAR COMCAST (CABLE TV) - - 7 w N DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES 16231 VALLEY BLVD. 7 - - - - - ct ATTN: JACK HAVES (909) 428-di11 1205 DUPONT AVENUE '� � Z � N 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR EMERGENCES:(800)427-2200 ONTARIO. CA. 91761 ( a TRENCHES 5 FEET OR GREATER N DEPTH FROM THE CALIFORNIA STATE DIVISION OF SO. CALIFORNIA EDISON COMPANY (909) 390-4731! II I I O U INDUSTRIAL yin 7951 REDWOOD AVE. GENERAL TELEPHONE COMPANY °; 1 I 2 II 3 I 4 1 5 I 6 1 7 I 8 I 9 / I 8. THE WALLS AND FACES OF AU. EXCAVATIONS GREATER THAN (5) FEET N DEPTH SHALL BE ( ) B75-5598-UNDERGROUNDI �� • I (909) 875-5100-TRANSMISSIONS ATM: STEW HOCK 1 I I 1400 E. PHILLIPS BLVD. !'' GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE (213) 637-1233-PIPEI.NES ONTARIO, CA. 91766 _ REQUIREMENTS OF THE aNsaN OF INDUSTRIAL SAFETY OF THE STATE OF CIILiG>tNINA, (909) 357-6233-DISTRIBUTION (800) 422-4133 ' 1 I 1 i , ... ,,...•y'" '` 10 VICINITY MAP (800) 422-4113 E" : 1 N.T.S. TRENCHES LESS THAN FIVE (5) FELT SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS ATTN: I WATER COMPANY L. e -_ ---- _ --_ _,_♦ ATM: MICHAEL J. McORAW ; T - E•- -' ' - TRACT 10247 FOR GROUND MOVEMENT. 8440 NUEVO AVENUE s - -g��- J`r�--- �- - COURT ! I P' ',��5-10 FONTANA, CA 92335 DL� WK 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED N THE PUBLIC RK;FHT-OF-HAY WITHOUT ATN: BILL MUTUAL ,6t WATER CO. (909) 822-2201 = 11 OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. FAX: (909) 823-5046 I �� w � • (619) 868-6040 4 ' ' '' ' \\,. ‘ ' INDEX SHEET 10. THE LOCATIONS OF UTILITIES SHOW HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. �, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE. N THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE _\ MO's` • T ♦ • I 1. TITTLE SHEET UNDERGROUND SERVICE ALERT •,, •,, f, (800)227-2600 7 I 1 \ V1CAAT,LtD '.I 17 116 I 15 I 14 I 13 ‘ 12 I 2. ST. PLAN HARVEY DRIVE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTRACT UNDER- 3. ST. PLAN BLACK HAWK COURT GROUND • SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. - - ..A.-- - - 1. -.olimmi mom emu fam• Lown _1 � THE CONTRACTOR SHALL COORDINATE CONSTRUCTION INN ALL UTILITY COMPANIESCOMPANIESINCLUDING,NDHNG, Tinon.m Amo\ Gaff`. DATE BUT NOT UNITED TO, GAS, TELEPHONE, ELECTRIC CABLE TELEVISION, LANDSCAPING, LANDSCAPE A C ASPHALT CONCRETE STREET PM NO. 4527, PMB 41/23 IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS, ALL UTILITY COMPARES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO B.W. BACK SIDEWALK R/W RIGHT OF WAY WORK AROUND THEIR FACILITIES. C.B. CATCH BASIN T.C. TOP OF CURB N2. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT C.L. CENTERLINE iliiiii'_="r" APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE E.C. END CURVE I I BENCH MARK BASIS OF' BEARING; WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. E.P. EDGE PAVEMENT DATUM: CITY OF FONTANA 1967 ADJ THE BEARING OF N89'45'08"E 13. CURVE DATA REFERS TO THE FACE OF CURB. E.G. EDGE GRADE KEY MAP I4. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT MERE OTHERWISE NOTED. F.L. FLOW LINE f i P.K. NAIL SOUTH END SOUTH EAST FOR THE CENTERLINE OF HARVEY DR. 5. ADEQUATE CONSTRUCTION CONTROL STAKES !MALL BE SET BY THE ENGNEER TO ENABLE F.S. FINISH SURFACE N.T.S. CORNER HARVEY AND OLEANDER PER TRACT NO. 12608, MB 176/76-77 THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL G.B. GRADE BREAK ELEV.= 1327.04 BE RESPONSIBLE FOR PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL H.P. HIGH POINT STAKING DURING CONSTRUCTION. INV. INVERT AWCUT AND REMOVE I6. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES L.F. LINEAL FEET EXIST. PAVEMENT OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. S.F. SQUARE FEET `7. REMOVAL AND REPLACEMENT OF EXISTING SURVEY.CONTROL NCLUOING SURVEY MOVE EXISTING A.C. DIKE BLACK MONUMENTS, MONUMENT TIES AND BENCH MARTS, SHALL BE DONE BY A REGISTERED OW PAVT. PAVEMENT 5, WHERE APPLICABLE I� CONSTRUCTION NOTES: QUANTITIES: ENGINEER OF UCENSED LIMO SURVEYOR. SURVEY MONUMENTS THAT MU BE DESTROYED EXIST. EXISTING GRIND 0.10'AVMIN. EXIST. PAVEMENT AND - OW REDWOOD WEST R/W EAST R/W 0 CONSTRUCT 6" CONC. CURB AND GUTTER - 1',189 L.F. AS A RESULT OF THIS CONSECUTION SHALL BE REPLACED. THE CONTRACTOR SHALL OVERLAY 0.10' MIN. r HEADS ABLER `RE 12' 18' 18' 12' likI �- PER STANDARD PLAN N0. 1003. NOTIFY THE ENGINEER ONE MEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS 1 CAN BE ESTABLISHED FOR LATER REPLACEMENT Of THE MONUMENT. �� �- ' 0 CONSTRUCT CURB RETURN ACCESS RAMP - 2.00 EA 8. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSESIIIIIIIIIIIIILIIIIIIIIIII I - 5 x-0.5 PER CITY STD PLAN NO. 1006. AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES N THE t . . CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. • EXISTING PAVEMENTDETAIL w NEW PAVEMENT 5 t 4" 12" 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTI E MEANS OF DUST CONTRROL, A . 0.03' 2% ® CONSTRUCT A.C. PAVEMENT OVER ') - 21,350 S.F. INCLUDING ADEQUATE WATERING, AT ALL TIMES. N.T.S. " i�,� iwii �i����i�„' 2S7 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND vELoaTEs - - -llllu "" "` _111111= _ _ COMPACTED (95% NATIVE SOIL ,�„���/ ,...�=um1=111111=111111=uuu-._. iiiii% III-111 =111111 =111111-uun =�nu1=111111_ IIi1111111= ® - ® ® CONSTRUCT 4" P.C.C. SIDEWALK OVER - 26,378 S.F. EXCEED 25 MILES PER HOUR. . © 90% COMPACTED NATIVE SUBGRADE PER 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS O BE 1Q Q CITY OF FONTANA STD PLAN NO. 1015. DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RUIGNT-OF-WAY DURING SECTION TYPICAL - . CONSTRUCTION WITHOUT WRITTEN APPROVAL. PRIVATE 2E'I8 � TO coO SAWCUT & REMOVE EXIST. PAVEMENT. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. N.T.S. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTON. FAILURE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES • T.I. . 5..5 O7 REMOVE EXIST. WALK, CURB & TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF THAT PORTION OF THE SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS: GUTTER N/0 STA. 6+27.00. TO THE BEST OF OUT KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. THOSE SHOWN ON THESE PLANS, THE CONTRACTOR IS REQUIRED TO TAKE DUE R4. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE NEST R/w i EAST R/W ® REMOVE EXIST. DRIVE APRON. STREET IMPROVEMENTS UPON INSPECTION OF THE SITE. THE SITE, THE CITY ENGINEER MAY REQUIRE. DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL UABLITY AND RESPONDS- EDGE OF PAVEMENT SUITABILITY FOR TFHE UTILITY PIPES, CONDUITS OR STRUCTURES SOWN OR NOT L , TEMPORARY NON-ERODEABLE SOLES ENTERING OR LEAVING IMPROVEMENTS. SHOWN ON THESE DRAWINGS. 1- 12' _ 18' 18' 12 \ - 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- ; 11.45' 1O GRIND AND OVERLAY EXISTING PAVEMENT \\ 1,250 S.F. TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. ABILITY FOR THE JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION I 0.10" THICK FOR JOIN PURPOSES 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM N GRADE, COLOR AND FINISH TO MATCH OF THIS PROJECT: INCLUDING SAFETY OF AU. PERSONS AND PROPERTY: THAT 5' S' ,-0.5' THIS SHALL APPLY CONTINUOUSLY AND NOT BE UNITED TO NORMAL WORKING HOURS: I SAWCUT LINE EXISTING CONCRETE. AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER t O 2% 11 CONST. RESIDENTIAL DRIVEWAY PER - (17) EACH 27. THE SEWER CONTRACTOR SHALL STAMP AN 'S' N THE FACE OF THE CURB AT NE MD THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, 'F •5' �.5'.. .2s. ,,;,... 3511 5 -�----- CITY OF FONTANA STD. PLAN NO. 1005 5,193.00 S.F. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING I MPROVE M et NTS WE Q a --_ s-V $ (2.67% - s-vAR�s 0X-1 ",.. LOCATION OF THE SEINER LATERAL FORLIEABRIUTY ARISING FORM THE SOLE NEGLIGENCE OF THE orINER OR THE ��kl 0T Q V CT e 0 IN �����' �''-"' ����""'„""`:����•���„��. 12 CONST. CROSS GUTTER 8' WIDE PER CITY - 498.00 S.F. _ti 8. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, f';.. � �����\\`�\ ►.��\\\�\�` � .G NSPECTED AHD APPROVED. CONTRACTOR SHOULD VERIFY ALL CONDITIONS 4!D oIMENSIONS AND SHALL REPORT /�GG►Qt�A*1GE W�T'N N I:.- ,:k„.,..S, � swo `\ ® OF FONTANA STD. PLAN DETAIL NO.104 29. ALL UNDER GROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. TH ese APPROve D PLAIN' �O O PAVING OF STREETS. - - - - Q 0 I. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO - ••' 9.00•,• PLACEMENT. - ...-....44 V@�DEESS/pal.,"R �p f \ . •• *0 ir- ��p�/��y • .� 1. PAVEMENT STRUCTURAL SECTONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION -k. �. Ct %;, :,,'vim �lf 1r�W i-I AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER ?�``' s� `�A;s' �' '- int; N.T.S.COMPI ETKON OF ROUGH GRADING. i W ��5**%T �; : R 1Z714n� C:;31O Ti. 5.5 2. ACTUAL THICKNESS OF A.C. PAVEMENT AND/ORBASE COURSE MATERIAL FOR STRUCTURAL :_� �' • * e _ • STA. 6+31.93 TO 8+13.88 * ' amu► ;iii d o © '. STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHMCAL REPORT AND SUBMITTED TO 1.49fr� OWN `� Eu Qin• Q CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. F OF BLit' aprr*r ' 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED �, _ GRADE BY THE PA. NG CONTRACTOR UPON COMPLETION OF PAVING. - • ' • " - 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA d" STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OFcom SHOULD CONSTRUCTION OF THE REQUIRED ESs� ., Op THHE CITY TRAFFIC ENGNEER. IMPROVEMENTS NOT COMMENCE WITHINLTWO (<--Ck°C FtiLOREN PHILLIPS & ASSOCIATES STREET IMPROVEMENT PLAN in35. CONTRACTOR SHALL RELOCATE AND/oR REPLACE LANDSCAPING, SPRNI(LERs ANo sIDEwALKs es 4�� 01 YEARS OF THE DATE OF APPROVAL SHOWN HEREON HN H. COLUSre� 22632 GOLDEN SPRINGS DRIVE SUITE 350 DRAWN BY: BLACK HAWK COURT t"=2o' AFFECTED BY THE CONSTRUCTION TO THE SALWACTION OF THE CITY ENGINEER. 1 r DIAL � AND CARRIED FORTH IN A DILIGENT MANNER, No. 12764 DIAMOND BAR CA 517'65 S.S. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER of RECORD, / TMO Mf7lICIN1G THE „ * TRACT N0. 17513 E,�, 3-31-07 (909) 396-9636 DESIGNED BY: -•M sr 00 00 '0 TO STA. 5+04.92 °A 3-31-05 WIHo sHALL PROVIDE RECORD DRAWNGS To THE CITY ENGINEER. BEFORE , DAYS 11EFE CITY ENGINEER MAY REQUIRE REVISIONS TO THEY�J DIG (\IIYOU DIG s, clvll_ �" H.K. Tall Fla i-A00-2P7-?tb00 D RE�RD �R^wl�1yG PLANS TO BRING THEM INTO CONFORMANCE WITH 1� : 0,10s- �`•�►� r J Dote CHECKED BY: APP' • D B �� / ��► DWG N� 3 His t v JNA 1� t? 02 oF- cATES .-.c3 A SIC iERtlICE IY UNiMD SERVICE ALERT STANDARDS IN EFFECT. -v REV. REVISION DESCRIPTION DATE ENGR.CITY DATE T � JOHN H. COLLISTER R.C.E. 12764 /�Z✓ H.K. CIT ENGINEER R.C.E. 51152el- A 3726 p. 1