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HomeMy WebLinkAbout5659-1OWNER / SUBDIVIDER 8424 CYPRESS AVE LLC ATTN: MR. SHAREEF AWAD 998 S. TEAKWOOD AVENUE BLOOMINGTON, CA 92316 PH. (909) 519-1355 ENGINEER S.D. ENGINEERING AND ASSOCIATES 242 E. AIRPORT DRIVE, STE. 212 SAN BERNARDINO. CA 92408 ATTN: MR. SURESH DODDIAH PR (909) 215-3451 ASSESSORS PARCEL NO: 0191-081-37 BASIS OF BEARINGS BASIS OF BEARINGS IS THE CENTERLINE OF ARROW BOULEVARD BEING SOUTH 89 '43 59" WEST PER M.B. 209/35-36 LEGAL DESCRIPTION LOT i AND THE WEST 113.00 FEET OF LOT 2 OF FONTANA ACRES, IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS SHOWN BY MAP ON FILE IN BOOK 19 OF MAPS, PAGE 66, RECORDS OF SAID COUNTY. EXCEPTING THAT PORTION OF LOT 1 DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTH LINE OF LOT 1 THAT LIES N. 89'43'02"E. A DISTANCE OF 206.39 FEET FROM THE SOUTHWEST CORNER OF LOT 1; THENCE N .0 ' 16 '58'"W . A DISTANCE OF 10.19 FEET; THENCEN.89'49'02"E. PARALLEL WITH THE SOUTH LINE OF SAID LOT, A DISTANCE OF 52.05 FEET: THENCE S.0'16'58"E. A DISTANCE OF 10.19 FEET TO A POINT ON THE AFORESAID SOUTHERLY LINE OF LOT 1: THENCE S.89'43'02"W., ALONG SAID SOUTH LINE, A DISTANCE OF 52.05 FEET TO THE POINT OF BEGINNING. CONTAINING 1.27 ACRES NET. 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 S . D .ENGINEERING AND ASSOCIATES LAND PLANNING AND CIVIL ENGINEERING 242 E. AIRPORT DRIVE, SUITE 212 - SAN BERNARDINO. CALIF. 92408 PHONE (909) 884-7090 SURESH@SOENGINEERING.NET Sic Nov lto , 2OlI SURESH DODDIAH R.C.E. 36361 DATE PROP. SIDED', I 8424 CYPRESS AVENUE 1. CITY OF FONTANA, CALIFORNIA 2. BUILD G "B.. ,. 10 o e r BU PooO. sem: ILDI G "A" s s ir.► UNIT ATTN: MR. STEVE ROBLES 6 8 { 9 Z.., FOOTHILL BOULEVARD (909) 428-8407 - OFFICE SAN GABRIEL VALLEY WATER COMPANY O3 ATTN: MR. ALAN FROST VICINITY MAP ty �' %w E 32' R/W 32' b' 6.5' 20' 20' 6.5' S' 0.5' I j EXIST. 8' CURB & GUTTER f 2x EXIST. 8' CURB & GUTTE 2% 2Z 2Y 1 EXIST. SIDEWALKEJdST. AC PAVING EXISTING IMPROVEMENTS TYPICAL SECTION CYPRESS AVENUE N.T.S. /QRpFESS14Nq� D �n O ti��� JQ"�SN D p�dr F2 �� 9y fz w NO. 36361 m x EXP, 6-30-18 A DIAL;WeAyou BEFORE 1p CIVIL �+y YOU DIG 9 �pQ TOLL FREE 1-800-227-2500 Or C Pv` A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT UTILITY NOTIFICATIONS S NM GAS CITY OF FONTANA SOUTHERN CALIFORNIA GAS COMPANY UNIT ATTN: MR. STEVE ROBLES a 16231 VALLEY BOULEVARD a FOOTHILL BOULEVARD (909) 428-8407 - OFFICE SAN GABRIEL VALLEY WATER COMPANY O3 ATTN: MR. ALAN FROST TELEPF,UE 15966 ARROW ROUTE ARROW BOULEVARD AT&T (909) 201-7361 ATTN: MR. RANDY SEABERT SITE 3939 E. CORONADO STREET,2nd FLOOR ELECTRICITY MEARILL AVENUE (951) 359-2511 - OFFICE SOUTHERN HJERN CALIFORNIA EDISON COMPANY SAN BERNARDINO AVENUE TV CAFE 2885 W. FOOTHILL BOULEVARD N En RIALTO, CA 92376 (909) 421-6432 - OFFICE TIME WARNER (951) 537-7449 - MOBILE ATTN: MR. LEWIS McDONALD 1500 AUTO CENTER DRIVE ONTARIO, CA 91761 U U N (909) 821-2206 - MOBILE VALLEY BOI.I.EVARD SAN BERNARDINO FREENAY i0 VICINITY MAP ty �' %w E 32' R/W 32' b' 6.5' 20' 20' 6.5' S' 0.5' I j EXIST. 8' CURB & GUTTER f 2x EXIST. 8' CURB & GUTTE 2% 2Z 2Y 1 EXIST. SIDEWALKEJdST. AC PAVING EXISTING IMPROVEMENTS TYPICAL SECTION CYPRESS AVENUE N.T.S. /QRpFESS14Nq� D �n O ti��� JQ"�SN D p�dr F2 �� 9y fz w NO. 36361 m x EXP, 6-30-18 A DIAL;WeAyou BEFORE 1p CIVIL �+y YOU DIG 9 �pQ TOLL FREE 1-800-227-2500 Or C Pv` A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT UTILITY NOTIFICATIONS S NM GAS CITY OF FONTANA SOUTHERN CALIFORNIA GAS COMPANY UNIT ATTN: MR. STEVE ROBLES CONST. DRIVEWAY APPROACH PER CITY OF FONTANA STO. NO. 1002, MOOIFIEO. W=35'. 16231 VALLEY BOULEVARD MATER FONTANA, CA 92335 CONST. 4" PCC SIDEWALK PER CITY OF FONTANA STO. NO. 1006. (909) 428-8407 - OFFICE SAN GABRIEL VALLEY WATER COMPANY O3 ATTN: MR. ALAN FROST TELEPF,UE 15966 ARROW ROUTE �4 FONTANA, CA 92235 AT&T (909) 201-7361 ATTN: MR. RANDY SEABERT SAWCUT AND REMOVE EXISTING A.C. PAVEMENT 3939 E. CORONADO STREET,2nd FLOOR ELECTRICITY ANAHEIM, CA 92807 GRIND AND OVERLAY 0.1' MIN. A.C. PER DETAIL "A" ON SHEET 1 (951) 359-2511 - OFFICE SOUTHERN HJERN CALIFORNIA EDISON COMPANY ATTN: MS. JESSICA WITTE TV CAFE 2885 W. FOOTHILL BOULEVARD RIALTO, CA 92376 (909) 421-6432 - OFFICE TIME WARNER (951) 537-7449 - MOBILE ATTN: MR. LEWIS McDONALD 1500 AUTO CENTER DRIVE ONTARIO, CA 91761 (909) 975-3341- OFFICE (909) 821-2206 - MOBILE CONSTRUCTION NOTES AND QUANTITIES ITEM DESCRIPTION QUANTITY UNIT O1 CONST. DRIVEWAY APPROACH PER CITY OF FONTANA STO. NO. 1002, MOOIFIEO. W=35'. i EA O2 CONST. 4" PCC SIDEWALK PER CITY OF FONTANA STO. NO. 1006. 330 SF O3 CONST. UNDER SIDEWALK DRAIN PER CITY OF FONTANA STD. NO. 3001. 1 EA �4 REMOVE EXISTING CURB AND GUTTER 50 LF 0 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT 50 SF © GRIND AND OVERLAY 0.1' MIN. A.C. PER DETAIL "A" ON SHEET 1 300 SF TRENCH AND REPAIR PAVEMENT PER CITY OF FONTANA STD. NO. 1008. l0O SF REV. REVISION DESCRIPTION DATE ENGR. I CITY DATE 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. BENCH MARK: 3. 4. Lai 6. 7. B. 9. 10. 11. 12. 13. 14. 15. 16 17. 18. 19. 20. 21. 22. 23. 24. 25 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36 GENERAL NOTES 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. WHEN A TECHNICAL CONFLICT IS FOUL TO EXIST IN THE CONTRACT DOCUMENT THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL INMEOIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNIITY 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 WORK IN PUBLIC RIGHT -OF WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610 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 ED).TION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 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. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GRAND OR OTHER APPROVED DANS 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. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 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 1-600-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 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. 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. CURVE DATA REFERS TO THE FACE OF CURB. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 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 CONSTRUCTION. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 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 CONSTRICTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 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. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL. INCLUDING ADEQUATE WATERING, AT ALL TIMES. ALL GRADIN OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR FEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PIOERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 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. 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. 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. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL H))VE BEEN PLACED, INSPECTED AND APPROVED. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PR:[OR TO PAVING OF STREETS. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 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 GRADIN. 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 OF7 FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRICTION TO THE SATISFACTION OF THE CITY ENGINEER. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 5'(OR AS DIRECTED BY THE CITY ENGINEER) 1. r 1,1'I.(MIN) GRIND 0.10' MIN. EXISTING PAVEMENT AND (MIND SAWCUT AND REMOVE OVERLAY 0.10' MIN. EXISTING PAVEMENT . . EXISTING PAVEMENT NEW DRIVEWAY NEW PAVEMENT NEW JOIN A.C. DETAIL "A " CITY BM #268 BEING A PK NAIL IN THE NORTH END OF THE NORTHWEST CURB RETURN AT THE INTERSECTION OF JUNIPER AND SEVILLE AVENUE. ELEV: 1285.89 NOT TO SCALE CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS DRAWN BY:EB TITLE SHEET SC s SHOWN DESIGNED 8Y: 842j 4 CYPRESS AVENUE DATE: EB AM 0 i91-48 -37 11/ 14/20 0 CHECKED BY' APPROVED BY: / DRAWING NO.Al2 s0 rTTv NMTNPPa a r' F ai i� nATF• 5659