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HomeMy WebLinkAbout5086-1OMW 9 IVB FH II, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY. ATTN.- MR. SHANE BOUCHHARD 8300 UTICA AVENUE, SUITE 300 RANCHO CUCAMONGA. CA 91730 PR (909)-354-8036 PRO�T NAME � ADD}�SS TRACT NO. IB907 7041 CITRUS AVER FONTANA. CA 92336 ASSESSORS PARIEL NM 02401-17 LEGAL MSMWTIM BEING A SUBDIVISION OF THE SOUTH ONE-HALF OF THE WEST ONE-HALF OF LOT 6. OROM HEIGHTS ACRES, IN THE CITY OF FONTANA. COUNTY OF SAN BERiARDINO, STATE OF CALIFORNIA. AS PER PLAT ON FILE IN BOOK 1% PAGE 23 OF NAPS. IN THE OFFICE THE RECORDER OF SAID COUNTY. BASIS Cf BEAD BASIS OF BEARINGS WAS TAKEN FROM.THE CE4TE3LINE OF CITRUS AVENUE BEING NORTH 0 *00'02" EAST PER TRACT NO. 18260. RECORDED IN BOOK 332 OF MAPS, PAGES 16 THRU Ut FEM"M OF SAN BU00RDINO COUNTY. CALIFORNIA. PRIVATE EMD EER 5 NOTICE TO CQITAACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES. . a MQ ITS, OR STRUCTURES SHOWN ON THESE PLANS ARE. OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE: THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLMIS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ER ASSIZES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS. OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCT- ION OF THIS PRGJF-CT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS RNEG UIFEMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, . INDEMNIFY, AND HOLD THE CITY OF FONTANA, THE OWER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL CR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WOW ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. Imurm Rm 0woms s usm THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE TC TOP OF CURB FL FLOWLINE FS FINISH SURFACE BC BEGIN CURVE EC END CURVE 210 FRWY. WALNUT STREET --SITE U BASELINE AVEME N VICINITY MAP N -TS. so D AND ASSOCIATES PaQFES3 a�SM 81 LAND PLANTING AND CIVIL ENSMERING ti cY 242 E. AIRPORT DRIVE. SUITE 212 - SAN BERNAF.DINO. CALIF. 92408 M0. 36 PHONE (909) 884-7090 SURESHOSOENGINEERING.NET « EXP. 6-: 'P ctvr OF C SURESH DODDICAH R.C.E. 38381 DATE CURB CU 27G SIDERAIJC SIDEIIALK AC PAVING TYPICAL SECTION Sr. ANWNY LANK' SENEGA WAY N.T.S. WILY. ELY. R /W ', R/W 0. a' 5.5' 40' f 5.5' 1 8' .5' .r 7 , i 7 1 I 1 2x CURB a CUR 2X. SIDEVAI.K PROPOSED AC PAVING SIDEWALK EX19MG IYPROVNWNT3 TYPICAL SECTION CITRUS AMPIRM N.T.S. FEV. REVISION.OE9CRIpTION OATS aNNOR. cm DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COWENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �J SHOWN HERON AND CARRIED FORTH IN A DILIGENT MANNER THE CITY ENGINEER MAY. REQUIRE REVISIONS TO THE PLANS 41 T TO BRING THEM INTO .CONFORMANCE . WITH CONDITIONS . AND STANDARDS IN EFFECT. DIAL Two 1MOIMQNG BEFORE DAYS D1C TOLL TREE 1-00-227-200 A MIX SERVICE � UMDEROROUM SERVICE ALERT Q A5 -eti i L -r !ill -5Y151 �9 KT R3 1 CMTRUCTION NOTES MO GL WTITIES ITEM DESCRIPTION QUANTITY UNIT BEING THE TOP OF A FIRE HYDRANT AT THE NORTHEAST CORNER OF CONSTRUC0 SUBGRADET ACTUAL"A.C. PAVEMENT STRUCTTURAL SECTION TO"OF 95% BE DETERMINED BY NATIVE RECOMMENDATION OF SOILS ENGINEER AT COMPLETION OF ROUGH GRADING... 28.642 SF MILLER AVENUE AND TOYON AVENUE. CONST. 6" CURS AND GUTTER PER CITY OF FONTANA STD. NO. 1000 1.439 LF O3 CONST. CROSS GUTTER PER `CITY OF FONTANA STD. NO. 403, W=8': 667 SF ® CONST. 4" PCC SIDEWALK PER CITY OF FONTANA STD. NO. 1006, S--5' 5.522 SF CHEOCED BY: CONST. C{AB RETURN ACCESS RAMP PER CITY (UF FONTANA CITY STC. NO. 1003 2 EA © CONST. DRIVEWAY APPROACH PER CITY OF FONTANA STD -;-'NO. 1002. W=16'. 4,020 SF U7 CONST. GXM OPENING CATCH BASIN PER CITY STD NO. 3004, W=7'.V=4'. i EA © CONST. LOCAL DEPRESSION PER CITY OF FONTANA STD. NO. 3003. CASE B. I EA O9 INSTALL STREET NAME SIGN PER CITY OF FONTANA STD. NO. 4003. 1.. EA 10 CONST. 8" CLF16 AND GUTTER PER CITY OF FONTANA SIO. NO. 1000 56 LF !1 CONST: PARKWAY BRAIN PER APWA STD. 151-i . (S�'-0 "1 NOTES - 1. ALL WORK SHALL BE GONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS. THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ('GREEN BDOK"l ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENT THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE 'ORIGEN BOOK". THE CONTjRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. II. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 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 AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY FORK IN PUBLIC RIGHT -OF WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610 5. THE CONTRACTOR SHALL'CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE; STATE OF CALL UMU MANUAL OF TRAFFIC CXINYTRDLS. LATEST NON -METRIC EDITION tNLESS' OTHERWISE OIRECTEi1 BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC,CXINTROL DEVICES AT ALL TINES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER . IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. B. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS; PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATION OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RE93MIBILITY OF THE CONTRACTOR TO DETERMINE. IN THE FIELD. THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES AND TO EXERCM THE PROPER PRECAUTION TO AVOID DAMAGE THF�TQ... THE CONTRACTOR SHALL CONTACT UNDERGF�[H M SERVICE ALERT AT 1-800-227-2500 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING. BUT NDT LIMITED TO, GAS, TELEPHONE. ELECTRIC, CABLE TELEVISION. LANDSCAPING, LANDSCAPE IF�iTGATION. DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL GE 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 WITH THE APPROPRIATE WATER. COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLDE OF STREETS EXCEPT WHERE OTIf NiSE NOTED_ 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENHAARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION, 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONINrENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MON XNTS, 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 MONINENTS 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 LANES SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. i9. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. ALL GWING OPERATIONS SHALL NE DISC ONTINLO WHEN SUSTAINED WINO VELOCITIES EXCEEE1 25 MIRES PER HOUR. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL. MID, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROERTY ADJACENT TO THE RIGHT OF WAY OURM CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE IEGUIIED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORD( UNTIL THE SPECIFIED DENSITY IS OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION ON THE SITE. THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERHODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONiS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE. SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEDER CONTRACTOR SHALL STAMP AN 'S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMES AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 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.. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOIL. 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 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 UPON COMPLETION OF PAVING.. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPI�ICADES AND OTHER TRAFFIC .CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING. SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PfOYIDEO 8Y THE CONTRACTOR TO THE EWINNEER OF RECORD, WHD SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. CITY OF FQNTANA, CALIr-UNNIA BENCH MARC: CITY BM #408 STREET D431ROVEMENT.PLANS BEING THE TOP OF A FIRE HYDRANT AT THE NORTHEAST CORNER OF DRAWN Or EB �1�1 TRACT: NO. 18907 SCALE: AS SHOWN MILLER AVENUE AND TOYON AVENUE. ST. ANTONY LANE and SENECA WAY DES BY: TE: j2014 ELEV. 1359.23 � CHEOCED BY: VED B'* DRAWWDG NNO i SD 5086 T 3