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Home My WebLink About3944-1 GENERAL NOTESCITY OF FONTANA �.< ��L ° 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STREET IMPROVEMENT PLANS W �� STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD Q �( SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). 1� / ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LA TEST EDITION , / /- / UNLESS OTHERWISE NOTED. o \ 2. WHEN TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE iCS SHALL RESOL�MMEDIATELYREFERENCE REPORTOSAIDPRECEDENCE CONFLICT TO THEPROVISIONS CITY ENGINEER FOR REKSOLUTION.CONTRACTOR T R A C T 1 7 4 ,5 8 N 0. (�,� 0,, CASQA GRANDE .._ 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. - --_. k 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED 11 I FUTURE SCHOOL SITE APN 0239-131-47 V % �,/ AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC l,a / / - RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. p /J1 Ii-- I - - - =�_ - _ 17-11--1:E. 2--- =�-�- �-�- =�� _ _-- = CITY OF FONTANA UTILITY NOTIFICATION LIST T 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND / I I ' 1.% - -- CASA GRANDE AVE PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST II - - _/ •o - - - -=�T - - - - - CITY OF FONTANA ADELPHIA (CABLE TV) ! Cil'' ---!- NON-METRIC EDI TION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. ' °i .- ' 'E 1- mii _ ATTN: BRIAN WREN ATTN: JACK HA YES V SGVMWD ES 1 LOT 8353 SIERRA A VENUE 1205 DUPON T A VENUE 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, � wily- w OT B _ FONTANA, CA 92335 ONTARIO, CA. 91761 ��" �� (fill: / . 31:71111.6,...:1 bki41�6�SUMMR AV DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. --- 1� 12 13 14 wig, a '!�t '� 1- 35 6 7 8 9 10 11 ; .., (909) 350-6632 (909) 390-4738MO i ►a7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR v , = ' 44011>, """"' TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF 1 fi Q ti SO. CALIFORNIA GAS COMPANY VERIZON a L A TTN: JACK JARVIS A TTN: JERRY PAUBEL g - \ t..�• INDUSTRIAL SAFETY. �% i I j ,• 16231 VALLEY BLVD. 1400 E. PHILLIPS BLVD. I r 8. THE WALLS AND FACES OF ALL EXCA VA TIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE IMAMS"°S1KEt 1 (909) 2 CA. 92335 POMONA, CA. 91766 IC - - (909) 428-8411 909 469-6354 GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE 2 -G � 3) 16 EMERGENCIES: (800) 427-2200 (909) VICINITY MAP REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA, s N.T S. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS I cF - IN FONTANA WATER COMPANY FOR GROUND MOVEMENTs36 j ! I SO. CALIFORNIA EDISON COMPANY ATTN: MICHAEL J. McGRAW 7951 REDWOOD AVE.17 Q 8440 NUEVO AVENUE 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT - FONTANA, CA. 92335 FONTANA, CA. 92335 OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. t �'�� 56 55 54 53 52 51 50 49 48 = W 1 (909) 820-5598 - UNDERGROUND - i - �4�1� 37 ►� °) (909) 875-5100 - TRANSMISSIONS (909) 822-2201 . .'!!. t �J' i, 39 40 41 42 43 44 45 46 R 18 m (213) 637-1233 - PIPELINES FAX: (909) 823-5046 10. THE LOCA TIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. W C HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE , I To m' (909) 357-6233 - DISTRIBUTION FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE i s WEST VALLEY WATER DISTRICT • :35 T i� 38 i CRAWFORD CANYON MUTUAL WATER CO. ATTN: LON TSAI CONSTRUCTION NOTES QUANT/TIES SERVICE ALERT A T 1-800-227-2600 TWO WORKING DAYS BEFORE EXCA VA TION. + + • 19 A TTN: BASIL J. FABRIZIO 855 W. BASELINE ROAD ,i \ _ - , (909) 463-9580 RIALTO, CA 92377 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, - - PAMPLONA 41 51 ELT -- _� 0i CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC CABLE TELEVISION, LANDSCAPING, LANDSCAPE I �a' SBC UNDERGROUND SERVICE ALERT NATIVE MATERIAL. (SEE GENERAL NOTES 31 & 32). 107,814 S.F. A TTN: JAMES ZIELINSKI IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND [ - ' 1 34 .'x' 20 1265 N. VAN BUREN STREET (800) 422-4133 O2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. 5,293 L.F. CAL TRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO I; / SUITE 180 WORK AROUND THEIR FACILITIES. ._R s. 33 / ANAHEIM, CA 92807 METROPOLITAN WATER DISTRICT O CONSTRUCT CROSS GUTTER PER CITY ST. PLAN NO. 104. (MODIFIED "W"=8) 1,971 S.F. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT I '- , 32 31 30 29 28 27 26 25 24 23 22 21 (714) 666-5415 WATER SYSTEM OPERATION GROUP �' . = _ x z - _ _ - -� ATTN: JOE MIRONE O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006. 4 EA. APPROPRIATE AGENCY AUTHORIZA TION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE - z= -_ WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. (909) 776-2664 FUTURE DEVELOPMENT O6 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1075. 26,990 S.F. 13. CURVE DATA REFERS TO THE FACE OF CURB. I Oj CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1005. A.P.N. 239-141-1 1 W=16' UNLESS OTHERWISE SHOWN ON THE PLAN. 11,825 S.F. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. I O CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1 AND DETAIL 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE INDEX MAP ON SHEET 6. 5 E4• THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL Og ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL SCALE: 1"=150' STD. NOS. 109 & 130. 21 EA. STAKING DURING CONSTRUCTION. 10 INSTALL STREET NAME SIGN PER CITY STD. NO. 139. (R-1 AS SHOWN). - 7 EA. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES FUTURE SOUTH R/W R/W R/W LANDSCAPE NORTH R/W FUTURE IMPROVEMENT LANDSCAPE 68' 11 INSTALL STREET LIGHT, 5,800 LUMEN HPSV PER CITY STD. NO. 1016. 12 EA. OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. LETTERED LOT LETTERED LOT 92' 12 INSTALL BARRICADE PER CITY STD. NO. 118. 44 L.F. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY 12' 22' C/L 22' 12' MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL CL IPL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED 10' _ 12' __ 34' y_ 34' _L 12' 10'-40'AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL f 1 VARIES 0.5_'� 5' -0.05' NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS 36' 5.5' 6' .5' '� CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT EXIST 4 - - 1- 5' 0.5' GROUND-� 2 LEVEL LINE AC PAVEMENT �- 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES I 2% 22 [ __ _ 2% AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE r-AC PAV'T • CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. I Q ' oII SIDEWALK CONC. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, •cC& LEVEL LINE 2X _, '� 'SIDEWALK PRIVATE ENGINEER'S NOTICE TO CONTRACTORS INCLUDING ADEQUATE WATERING, AT ALL TIMES �+: CONC.CURB TYPICAL SECTION CONC. & GUTTER THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST 11=1 o SIDEWALK CONC. CURB EXCEED 25 MILES PER HOUR. CONC. CURB 2:1 MAX. 68' TYPICAL SECTION & GUTTER OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON & GUTTER THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE LAGUNA LANE & SPAIN AVENUE TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DUPING CASA GRANDE AVENUE T/=5.5 ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. (FOR REFERENCE ONLY) NOT TO SCALE STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR, TYPICAL SECTION NOT TO SCALE THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE REWORKING OF THAT PORTION OF THE PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. R/W CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE R/W FUTURE R/W R/W 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING LANDSCAPE 104' _ LANDSCAPE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER LETTERD LOT -7 _ LETTERED LOT 64' HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE 52' 52' CL PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 10' 12' 33' _ 7' 7' _ 33' _ 12' _ 10' 12' _ 20' 20' _ 12' SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 25. THE FINAL LOCA TION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED A T THE 2:1 I� MAX. .5' 6' S.5' 5.5' 6.0' ,.55' 5' 0.5' TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 0.5' S' CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL AC PVMNT N.T.S. ( 12:1 �I 2q, o Zq �~ DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MA TCH 2% 2% �� -`-- THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY EXISTING CONCRETE. I I 2% MAX - -----_- ..•: _ ~- - -a - f_�:t__�. %Ia._ 2% ' 2% 0 I Y I DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS 27. THE SEWER CONTRACTOR SHALL STAMP AN 'S" IN THE FACE OF THE CURB AT THE , te® J • LOCA TION OF THE SEWER LA TERAL. CONC. / CONC. CONC. SIDEWALK `�� ___CONC. CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. SIDEWALK PROP. CONC. LMEDG4N_ PROP. CONC. SIDEWALK CONC. CURB SIDEWALK CURB & GUTTER CURB CURB & GUTTER & GUTTER CONC. CURB CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, 28 INSPECTED AND NO CONCRETE SAPPROVED. HALL BE L.ACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, MEET EXIST. 64' TYPICAL SECTION & GUTTER UTILITY BOXES AND LIDS, ETC. MEET EXIST. GROUND CITRUS AVENUE GROUND TOLEDO WAY, MADRID WAY, 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO FOR REFERENCE ONLY) ENDERS STREET & PAMPLONA STREET PAVING OF STREETS. TYPICAL SECTION TYPICAL SECTION 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO NOT TO SCALE T.I. = 5.5 PLACEMENT. NOT TO SCALE 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION d=-: AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER Qp�ESSlp -. COMPLETION OF ROUGH GRADING. ,;�4�0��\-k' L / 1'4/F� G 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL 7 L RECORD D RAW I h! STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO OWNER/DEVELOPER: ( THESE^t { ,:{F•., . asp HAVE IO Pr;PAF' D,fE�! o CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. a N�• X6637 PA�aT ;�? ,k 4"1�IPf �JRMATst L'r}n�P!LEDANO NORTH FONTANA INVESTMENT COMPANY, LLC . Fz°�-=3� ,F FURNI`"4 ' 'y H gib- THE ENGWE �T. 4•�L NOT BE 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED I; SPOrIS,L L s',)R ANY ERRORS OR OMISSIONS MICE GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 1156 N. MOUNTAIN AVENUE BENCH MARK: 1 8-17 BASIS OF BEARINGS: "i". C';lI'� \' HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS i'' UPLAND, CA. 91785-0670 CAL TRANS BENCHMARK � 17. A 77-IE CENTERLINE OF CITRUS AVENUE ��/�{ CR1�F�� A �� s`-1 THEREO BRASS CAP IN THE CONCRETE BASE OF - ----T-- cb -- 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, P.O. BOX 670 THE SOUTH LEG OF AN SCE TOWER AS SHOWN ON RECORD OF SURVEY ""= A 1,4147��r . STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF 343' NORTH OF HIGHLAND, 0.2 MI WEST 35/9 TAKEN AS N 017030" W. WAS J rjI/ (4 THE CITY TRAFFIC ENGINEER. PHONE: (909) 985-0971 OF SAN SEVAINE RD., 2.65 MI WEST USED, AS THE BASIS OF BEARINGS OF SIERRA AVE. FOR THIS MAP. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS ELEVATION: 1 1428.609 (O AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. TREV. REVISION DESCRIPTION DATE ENGR. CITY DATE liE,, , n Do p SHOULD CONSTRUCT/ON OF THE REQU/RED IMPROVEMENTS Prepared Under The Supervision of : Cl T Y OF FONTANA, CALIFORNIACAL/PORN/A 0) 36. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, �00ESSio PREPARED IN THE OFFICE OF WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF A;;<>' - 5,1'0 L. h'qFsG,y MADOLE AND ASSOCIATES, INC. STREET IMPROVEMENT PLANS I 2� Z 0 c% DRAWN BY LO r APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A 6 W m SCALE. w No. 36637 c m 760-A S. ROCHESTER AVENUE CF TRACT 17438 AS SHOWN _ DIAL I�� Exp: 06-30 O6 xi ONTARIO, CA 91761 DESIGNED BY: DATE TWO WORKING DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE >x PHONE (9091 937-9151TITL SHEET JUNE 2005 BEFORE ' $ DAYS BEFORE J`j NP GB/EF YOU DIG \\ V / YOU DIG REVISIONS TO THE PLANS TO BRING THEM INTO '9T,. C 1 V 1�- O�� , ' / OFCAl- Or , Date • I J CHECKED BY: APPROVED BY./ / DRAWING NO. Y'6 TOLL FREE 1-800-227-2600 A PUBLIC SERCE BY UNDERGROUND SERCE ALERT CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. R E 366 EXP. 63006 moi: / ' Z`` ; 3944 /; /KCD� DRAW/�(1G Q'f �ii41 !po 1(61 WENDELL L. I WA TSURU Q. GB CITY ENGINEER- R.C.E. 51152 DATE / I 1.\126-1916\straats\St01-dawn-2/14/20(16 5.11.46 PM.D.I