Loading...
HomeMy WebLinkAbout2808-1VICINITY MAP N.T.S. N LEGEND- - T.C. TOP OF CURB ELEVATION F.S. FINISHED SURFACE ELEVATION E.P. EDGE OF PAVEMENT A.C. ASPHALT PAVEMENT SHEET MATCH LINE ---- TRACT BOUNDARY / PROPERTY LINE DIRECTION OF FLOW N, REMOVE EXISTING A.C. PAVEMENT CONSTRUCTION NOTES & QUANTITIES: QUANTITY 1Q SAWCUT & REMOVE EXISTING PAVING 1607 SF 20 CONST. 6 1/2" AC OVER 12" COMPACTED NATIVE HIGHLAND AVENUE yG a� In � yr DRAWN BY 1a � QROFESS�O k4 � go � . � RLM CROSS SECTIONS ' ��1ARD " 1� ����c, W� �Z z �❑ Civil Engineering Planning Surveying Public WOrkS CITY OrIl< ,_ HORIZ: 1 -20 VERT: 1-2' } o " 1152 N. Mountain Ave. Ste. 100 FONTANA RLM RECONSTRUCTION FOR S. PApFIC RAILROAD DATE: * Exp. 12/31/01 CMV PREPARED UNDER THE SUPERVISION OF: CHECKED BY DLB EAST AVENUE BASELINE AVENUE �0F Cp1.\E0� CITY OF 2 - / - 0 0 JOB NO. C�'�t��0 DR. N0. RANCHO m R.C.E. 24573 DATE: 5195 I CUCAMONGA 2808 1 OF 1 < NUE .r.�..r1r . r .s•.� SITE . • �. �1ra1� airily` •.r•1•, = a , FOOTHILL AVENUE " 1. �� • COUNTY X1..1 �a•••1r a�r�•rl��r OF SAN BERNARDINO =yam „� iml wY VICINITY MAP N.T.S. N LEGEND- - T.C. TOP OF CURB ELEVATION F.S. FINISHED SURFACE ELEVATION E.P. EDGE OF PAVEMENT A.C. ASPHALT PAVEMENT SHEET MATCH LINE ---- TRACT BOUNDARY / PROPERTY LINE DIRECTION OF FLOW N, REMOVE EXISTING A.C. PAVEMENT ITEM CONSTRUCTION NOTES & QUANTITIES: QUANTITY 1Q SAWCUT & REMOVE EXISTING PAVING 1607 SF 20 CONST. 6 1/2" AC OVER 12" COMPACTED NATIVE 1607 SF a� In � DRAWN BY SCALE: QROFESS�O k4 � go � . � RLM CROSS SECTIONS ' ��1ARD " 1� ����c, W� �Z z �❑ Civil Engineering Planning Surveying Public WOrkS PAVEMENT REMOVAL -I- ,_ HORIZ: 1 -20 VERT: 1-2' DESIGNED BY " 1152 N. Mountain Ave. Ste. 100 Upland, CA 91786 • (909) 982-7777 RLM RECONSTRUCTION FOR DATE: * Exp. 12/31/01 CMV PREPARED UNDER THE SUPERVISION OF: CHECKED BY DLB EAST AVENUE 1/20/00 �0F Cp1.\E0� 4U'10a/�Lt.ir�l. 2 - / - 0 0 JOB NO. C�'�t��0 DR. N0. SHT. NO. RICHARD 1. BOWMAN R.C.E. 24573 DATE: 5195 I PROVED I Tiny CITY ENGINEER R.C.E. No. 25126 2808 1 OF 1 .r.�..r1r . r .s•.� a�1.1s . • �. �1ra1� airily` •.r•1•, = a , " 1. �� • w X1..1 �a•••1r a�r�•rl��r 9 =yam „� k 1�1��1 r ` ■ X11 ��•�•��-�-��;.. ..� � _m.. �1�1 - _- __ _ -. ,1.�.r.1�i1.�Y.1,1.=�1.�..._.. rrrra•rr• ITEM CONSTRUCTION NOTES & QUANTITIES: QUANTITY 1Q SAWCUT & REMOVE EXISTING PAVING 1607 SF 20 CONST. 6 1/2" AC OVER 12" COMPACTED NATIVE 1607 SF UTILITY PURVEYORS: ELECTRIC SOUTHERN CALIFORNIA EDISON CO. 300 N. PEPPER AVE. RIALTO, CA. 92376 UNDERGROUND: (909) 357-6233 TRANSMISSIONS: (909) 875-5100 PIPELINES: (213) 657-1233 DISTRIBUTION: (909) 357-6233 SAS SOUTHERN CALIFORNIA GAS CO. 1981 LUGONIA AVE. REDLANDS, CA 92374 (909) 335-7744 EMERGENCIES: (800) 427-2200 k1:111142=6M011 PACIFIC BELL 4025 LA PALMA STREET ANAHEIM, CA. 92807 (714) 237-6146 ATTN: DELIA LERMA CITY OF FONTANA 8353 SIERRA AVE. FONTANA, CA. 92335 (909) 350-6632 ATTN: CARLOS NAVARRO • WATER COMCAST CABLE CUCAMONGA COUNTY WATER DISTRICT 1205 DUPONT AVE. 9641 SAN BERNARDINO ROAD ONTARIO, CA. 91761 RANCHO CUCAMONGA, CA. 91730 (909) 390-4738 (909) 483-7440 OWNER/DEVELOPER KAUFMAN & BROAD 801 CORPORATE CENTER DR, STE 201 POMONA, CA 91768-2641 (909) 802-1125 CONTACT: DAVE SEWASKI PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 1. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE Q R E Q R ® DRAWING RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS The hformmti0r' +�': r .�. , I . i�, nhh 'm AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY r k .ri',;zr° ,F r, AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE ¢ INDEMNIFY AND HOLD THE AGENCY AND THE ! CONTRACTOR SHALL DEFEND, a�,,r I�„ �. P,I{ abc) o V rn� ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, ' IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, fa4'.' ees cin be CL''ily seen and verifier by the palties isis ` EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE `r4!', 1 to use same. AGENCY OR THE ENGINEER. 2. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. Underground Service Alert 000,1101, F RE y0 Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG GETTYSBURG ST. TR,1-IrE50-15-4-7 SEE DRAWING NO. 2699 SHEET 4 OF 6 BASIS OF BEARINGS THE BEARING SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE OF PARCEL 1 BEING N43'32'00"E PER PARCEL MAP NO. 10520 FILED IN BOOK 121 PAGES 11 THROUGH 14, INCLUSIVE OF PARCEL MAPS, RECORDS OF SAN BERNARDINO COUNTY. I\ IAJded 'Record Drcewlni D,f,' REVISIONS TOP REINFORCING ROD IN FLOOD' CONTROL RETAINING WALL SW COR. BANANA & FOOTHILL #67-5 ELEV. 1214.17 9/67 AR 1 9-0.21 J=M 0 � AL I DATE I APPROVAL I DATE �k NOTE: SEE DRWG 1775, SHT 6,7 &8 FOR CONSTRUCTION OF REMAINING STREET PAVEMENT. PAlul"EMENTEMOVAL & RECONSTRUCTION ON EAST AVE. CITY OF FONTANA GENERAL NOTES FOR STREET IMPROVEMENT PLANS 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK LATEST EDITION). 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. CALL (909) 350-7610 3. THE CONTRA T R HA C 0 S LL NOT OPERATE ANY FIRE HYDRANTS OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATIONS AND WATER REQUIREMENTS. 4. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 5. THE CONTRACTOR SHALL INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 7. ALL MANHOLES, CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED SIX INCHES BELOW FINISHED GRADE AND SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 8. ALL VALVE BOXES AND COVERS SHALL BE CONSTRUCTED SIX INCHES BELOW FINISH GRADE AND SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 9. REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION -STANDARD DETAIL NO. 129. 10. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, AND FLOOD CONTROL. 11. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 12. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL ASPHALT PAVEMENT PRIOR TO PLACING ASPHALT. 13. THE CONTRACTOR SHALL NOT CAUSE ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED MEANS. 14. ALL MATERIALS AND METHODS ARE SUBJECT THE THE APPROVAL OF THE CITY ENGINEER. 15. ADEQUATE CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR P SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONTROL STAKING DURING CONSTRUCTION. k0000 \ 16. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON I COMPLETION OF ROUGH GRADING. 17. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING, DURING EXCAVATION AND GRADING. 19. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS OR NOT. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL AGENCIES CONCERNED WITH THE RELOCATION OF FACILITIES LOCATED WITHIN THE AREA TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION PRIOR TO COMMENCING CONSTRUCTION. 21. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 22. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION WITHOUT PRIOR NOTIFICATION TO THE CIVIL ENGINEER. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL( ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS, WHICH ,WILL/ BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SO THAT TIES TO; MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF SAID MONUMENTS BY SAID REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. QRpf ESS/pN q on k 1 "= 2020 0 20 40 OF CALIF scale feet 0 0 F U w Gili a N a i a Q w D: c� riw :)w a z LLJL Irn ii CITY OF FONTANA, CALIFORNIA a� In � DRAWN BY SCALE: QROFESS�O k4 � go � . � RLM CROSS SECTIONS ' ��1ARD " 1� ����c, W� �Z z �❑ Civil Engineering Planning Surveying Public WOrkS PAVEMENT REMOVAL -I- ,_ HORIZ: 1 -20 VERT: 1-2' DESIGNED BY " 1152 N. Mountain Ave. Ste. 100 Upland, CA 91786 • (909) 982-7777 RLM RECONSTRUCTION FOR DATE: * Exp. 12/31/01 CMV PREPARED UNDER THE SUPERVISION OF: CHECKED BY DLB EAST AVENUE 1/20/00 �0F Cp1.\E0� 4U'10a/�Lt.ir�l. 2 - / - 0 0 JOB NO. C�'�t��0 DR. N0. SHT. NO. RICHARD 1. BOWMAN R.C.E. 24573 DATE: 5195 I PROVED I Tiny CITY ENGINEER R.C.E. No. 25126 2808 1 OF 1 0 0 F U w Gili a N a i a Q w D: c� riw :)w a z LLJL Irn ii