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HomeMy WebLinkAbout5758-1"Mm"ImiliXtem, "lloo FIHSI ASSLMULY OF BUL) 16580 SAN BERNARDINO AVENUE FONTANA, CA 92335 PH: (909) B29-1911 DEVELOPER AJWAA CALIFORNIA, INC. ATTN; MR. SHAREEF AWAD 998 S. TEAKWOOD AVENUE BLOOMINGTON, CA 92316 PH: (909) 519-1355 PROJECT NAME AND ADDRESS TRACT NO. 20176 16580 SAN BERNARDINO AVE. FONTANA, CA 92334 ASSESSORS PARCEL NO: 0193-212-17 LEGAL DESCRIPTION BEING A SUBDIVISION OF THE NORTH 266.15 FEET OF THE EAST 5.20 ACRES OF THE WEST 1020 ACRES OF FARM LOT 711, ACCORDING TO MAP SHOWING SUBDIVISION OF LANDS BELONGING TO THE SEMI -TROPIC LAND AND WATER COMPANY AS PER PLAT ON FILE IN BOOK 11, PAGE 12 OF MAPS, IN THE OFFICE THE RECORDER OF SAN BERNARDINO COUNTY CALIFORNIA. BASIS OF BEARINGS: BASIS OF BEARINGS WAS TAKEN FROM TFE CENTERLINE OF SAN BERNARDINO AVENUE BEING NORTH 89°5745" EAST PER PARCEL MAP NO. 19238, RECORDED IN PARCEL MAP BOOK 241, PAGES 26 THRU 27, RECORDS OF SAN BERNARDINO COUNTY, CALIFORNIA. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, 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 PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES 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 PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT 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 OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. UNAUTHORIZED CHANGES & USES: 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 PLANS. LEGEND TC TOP OF CURB FL FLOWLINE FS FINISH SURFACE BC BEGIN CURVE EC END CURVE PRC POINT OF REVERSE CURVE A.C. PAVEMENT PER SOILS REPORT yv A.C. PAVEMENT REMOVAL A.C. PAVEMENT OVERLAY CONCRETE 25' 25' R/W 7' i 2, , - 0% 2-0% EXISTING IMPROVEMENTS TYPICAL SECTION CHANTRY AVENUE N.T.S. )a L) .ENGINEERING AND ASSOCIATES LAND PLANNING AND CIVIL ENGINEERING 242 E. AIRPORT DRIVE. SUITE 212 - SAN BERNARDINO. CALIF. 92408 PHONE (909) 215-3451 EMAIL:SURESH@SDENGINEERING.NET SURESH DODDIAH R.C.E. 36361 y 2, 2.0 19 DATE TRACT NO. CITY OF FONTANA, I PAR, z P )jM' 1D238 20176 CALIFORNIA J,/\ICK EBJL Ifs P,/\RrS 9-- - $--r- 7--T-- 6 1 a ll I c.� I ' 4 1 2 3 FIRST �/\SSF-iNABLY OF- GOTJ i W CHURCrl U nl ( C/L SAN BERNARDINO , 1 GRIND 0.10' MIN. EXISTING PAVEMENT AND OVERLAY 0.10' MIN. INDEX MA- �. i OR AS DIRECTED BY CITY ENGINEER AND REMOVE 3 PAVEMENT EXISTING PAVEMENT ANEW PAVEMENT JOIN A.C. DETAIL "A" NOT TO SCALE /W 30' 30' R/ 12' 18, 18' 12' I I 1 7' 1 5' 5' 1 7' 1 -0% 2--o-L TYPICAL SECTION LONDON LANE N.T.S. REV. QROF ESSf,ON� }� �Q��� SN DODdr9y�,yz � \j �I�JISLl� -. NO. 36361 CC EXP. 6-30-20 z J DIAL TWO WORKING BEFORE DAYS BEFORE CIVIL �' YOU DIG YOU DIG TOLL FREE i-MO-227-2600 OF CPV - A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION DATE I ENGR.I CITY I DATE 18 AVENUE UTILITY NOTIFICATIONS 5EWEH GAS CITY OF FONTANA SOUTHERN CALIFORNIA GAS COMPANY 8353 SIERRA AVENUE ATTN: MR. STEVE ROBLES FONTANA, CA 92335 16231 VALLEY BOULEVARD (909) 350-6632 FONTANA, CA 92335 (909) A28-8407 - OFFICE WATER SAN GABRIEL VALLEY WATER COMPANY TEL8*0E ATTN: MP. ALAN W. FROST 15966 ARROW ROUTE AT&T FONTANA, CA 92235 ATTN: MR. RANDY SEABERT (909) 2DI-7361 3939 E. CORONADO STREET2nd FLOOR ANAHEIM, CA 92807 (951) 359-2511 - OFFICE ELECTRICITY SOUTHERN CALIFORNIA EDISON COMPANY CABLE TV ATTN: MS. JESSICA WITTE 2885 W. FOOTHILL BOULEVARD TIME WARNER RIALTO, CA 92376 ATTN: MR. LEWIS MCDONALD (909) 421-6432 - OFFICE 1500 AUTO CENTER DRIVE (951) 537-7449 - MOBILE ONTARIO, CA 91761 (909) 975-3341- OFFICE (909) 621-2206 - MOBILE CONSTRUCTION NOTES AND QJANTITIES ITEM DESCRIPTION QUANTITY UNIT OCONSTRUCT MIN. 3" A.C. PAVEMENT OVER 6" OF AB CLASS II BASE. ACTUAL STRUCTURAL SECTION TO BE DETERMINED BY RECOMMENDATION OF SOILS ENGINEER AT COMPLETION OF ROUGH GRADING. 9,775 SF O2 CONST. 6" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1000 605 LF O CONST. 4" PCC SIDEWALK PER CITY OF FONTANA STD. NO. 1006 2,472 SF ® CONST. DRIVEWAY APPROACH PER CITY OF FONTANA STD. NO. 1002 MODIFIED 2,320 SF O CONST. CROSS GUTTER PER CITY OF FONTANA STD. NO. 403 585 SF ©CONST. CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. NO. 3004 W=14'-0" V=3'-O" 1 EA 77 CONST. LOCAL DEPRESSION PER CITY OF FONTANA STD. NO. 3003, CASE "A" 1 EA ® SAWCUT AND REMOVE EXISTING A.C. PAVEMENT 1,000 SF O GRIND AND OVERLAY 0.1' MIN. A.C. PER DETAIL "A" ON SHEET 1 1,680 SF 10 INSTALL 41W LED STANDARD STREET LIGHT PER STREET LIGHT PLAN 1 EA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. BENCHMARK: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"), 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 "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 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 MALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK 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 CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 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 RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE THE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, 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 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 GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRICTION. 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. 1B. 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. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROERTY ADJACENT TO THE RIGHT OF WAY DURING 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 REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK 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-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25, THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS 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 SEWER 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 FORMS 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, STRIPING, BARRICADES 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 CONSTRICTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. CITY BM #591 BEING A BRASS DISC SET IN THE TOP OF CURB AT THE NORTHEAST CORNER OF OLIVE STREET AND FONTLEE LANE. ELEV. = 1185.01 SHEET INDEX SHEET 1 : TITLE SHEET SHEET 2 : CHANTRY AVENUE / LONDON LANE PLAN AND PROFILE CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS DRAWN EB TRACT NO. 20176 AS SHOWN DESIGNED BY, TIT E SHEET DATE EB 4/29/2019 CHECKED BY: A OVED ,S G // y /4T DRA5ING Y 1 SO C TY ENGINEER R.C.E. 51152 DA' 1 2