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HomeMy WebLinkAbout3736-1PROP. BLOCK WALL N R S R PER SEPARATE PERMIT 126 LANDSCAPING AND 10' 12' 54' ( 48' 66' 60' 12' NERAL NOTES= PUBLIC UTILITY ESMT. LOT 'A' 5.5' 6' 0.5' cl OF FONTANA 1. ALL WORK SHALL BE DONE IN ACCORDANCE WiTH THESE PLANS, THE CRY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE Ty 0.5 6' S.5 c� rp_ STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (-GREEN BOOK'. ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2% r 2% --- ...STREET IMPROVEMENT PLANS 2:1 MAX. SLOPE ••:� _ _ = - - -' -` - - = = = �+i�l 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK', THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CiTY DMEER FOR RESOLUTION. EXIST. CONIC. SIDEWALK 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CiTY ENGINEER. T 1 1-1\.iAL 4. CONSTRUCTION PETITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUMTi' DEVELOP W DEPARTMENT, ENGINEERING DIVISION PRIOR TO SECTK)N FOR TRACT NO. 16503THE START OF ANY WORK. INSPECTION COORDINATION SFWl iB_ REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK BASE-NE AVB1lJE IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CAL (909) 350-7610. FROM STA. 115+12 TO STA. 117+80 5. THE CONTRACTOR SHALL CONFORM TD ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA T.I.=10.5 MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CiTY TRAFFIC ENGINEER. ' �ry ��/ W. R/w V Ft NO sw E. R/W 1 RLI 1 1 NOTIFICAMONS 6. IT Stall BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTTER TRAFFIC CONiROL DEVICES AT ALL TIMES. ----j I 5 0' PUBLIC UTUTILITY7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE 5.0' PUBLIC UTILITY EASEMENT TO THE �- EASEMENT TO THE CITY OF FONTANA COST (CABLE M CALIFORNIA STATE DIVISION of INDUSTRIAL SAFETY. CITY OF FONTANNAI ( CiTY OF FONTANA 0 ATTN: BRIAN WIZEN ATTN: JACK HAYES 8. THE WALLS AND FAGS OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SCOW. BE (MARDED BY SHORING, SLOPING OF THE GROUND 27' 2T 1/ 8353 SIERRA AVENUE 1205 DUPONT AVE. OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENT'S OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES 209 7' � 1 r ��� � r J�� J , 15-961 (909) 350-6632 FON'TANA, CA 335 ONTARIO, G 91761 LESS THAN FIVE (5) FEET SHALL ALSO IE GUARDED HIEN THE POTENTIAL EXISTS FOR MOVEMENT. (909) 390-4738 9. NO MATERIAL OR EQUIPMENT SWILL BE STORED N THE PUBLIC RIGHT OF WAY WiTHOUT OBTANNG A SEPARATE PERMIT FOR THAT PURPOSE. ` j ATTNSOU: EN CALIFORNIAFREMGAS COMPANY (SAL TELEPHONE CO. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FRCM�I AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY CE THE 2:1 � I 2X , �� 0 2X �� 2X ( I ( I .,� r„ - �� CJ 199881 W LUGONIA 1400 E. MUM BLVD. CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTIIM, AND TO EXERCISE PROPER PRECAUTION .. 1�i J� J� 1� �� � �� � �� REDLANDS, CA. 92374 ONTARIO, CJl 91766 TO AVOID DAMAGE THERETO. THE O01N'fRACfOR Stall CONTACT U11�DERGROIBND SERVICE ALERT AT 1-800-227-2600 1w0 WORKING DAYS BEFORE 4 4 (909) 335-7547 (800) 422-4133 EXCAVATION. • 2 1 2 1---, � EMERGENCIES: (800) 427-2200 FONTANA WATER COMPANY TY�'ICAL SECTION 5 - _ SOUTHERN GLI'ORNIA EDISON COMPANY ATTAIN: MICHUIEL J. MCG2AW 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL urlm COMPANIES N(I.LDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, 4 - - - SO I PEPPER STREET 8440 MOW ABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND �' 6 _,.� RIALTO, CA 92376 FONTANA, NU VO AVE.VE. CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAY'S NOTICE PRIOR TO WORM AROUND THEIR FAMITiES. ASHWOM co 909 820-5598 -- UNDERGROUND (909) 822-2201 12. THE CONTRACTOR SHALL NOT OPERATE ANY ETRE HYDRANT OR WATER MAN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR DF�VE co ,.� 909 875-5,00 -- TRANSMISSION FAX (909) 823-5046 SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. T.I.=5.5 3 - 213 637-1233 -- PIPELINES NO SCALE CRAWFORD CANYON MUTUAL WATER CO. � ATTN: BIL. VANDERKIEFT, JR. 13. CURVE DATA REFERS TO THE FACE OF CURB. PACIFIC BELL CO. I ATTN: VIRGINIA BECKER (619) 868-6040 14. STATIONING REFERS TO THE CENTERUNE OF STREETS EXCEPT WHERE OTiiERWISE NOTED. 3939 E. CORONADO STREET W. R/w E. R/IN p '� ( (801)) 22-41 SERVICE ALERT V ANAHEIM, G 92807 15. ADEQUATE CONSTRUCTION CONTROL STAKES Stall BE SET BY THE TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE I I (714) 666-5467 (800) 422-4133 PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING 64 I I l �. 32' 32' I �l 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUBMENT TES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CiTY >� 9 1 . (� ER. 10' 22' 22' 10' C� 2 CONSTRUCTION _ BE REPLACED. THE CONTRACTOR _ 4.5' S.5 5.5' 4.5 1-- 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BELCH MARKS, SHALL BE DONE �1 BY A REGISTERED CIVIL ENGINEER CMZ LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS 2:1 N `�' l�' 2X 2:1 WNllx M /� MONUMENTS CAN BE ESTABLISHED FOR LATER R OF THE M(MNIIMENT. NOTIFY THE ENGINEER ( WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO �'� 0 2X F`' , I'J' 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A WON 12 FOOT LANE SHALL BE MAINTAINED 4 � 4 J LEGEND AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 2 SAL SECTION 2 19. THE CONTRACTOR SI 41 PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. EDGEWOOD LANE • FM 16 J -- - __ _ SEWER LINE PER EC END CURVE 20. ALL GRADING OPERATIONS SHALL BE WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. T.L=5.5 �) - - OTHER SHEET CL CENTERLINE 21. THE CONTRACTOR SHIN NOT CAUSE ANY EXCAVATED MATERIA, MND, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC CMZ PRIVATE PROPERTY NO SCALE -•BC �- .SEWER LINE ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WIRiTTEN APPROVAL - � - STORM DRAIN LIME F.L. FLOWLINE ('UTTER 15 F.S. FINISHED SURFACE 22. NO TRENCH BACKFIL SHALL. TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CiTY INSPECTOR. 12 � WATER LINE - -a W EXIST. WATER LINE F. FINISHED DIRT 23. A GEOTECHNICAL ENGINEER SK41 CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING W. R/W E R SEWER MN*ftE OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY S OBTAINED. _ .: IX EXISTING 12'I�DIRECTION CE FLOW S SEWERUNE 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DiTCHES, AND SwALES FROM UNDERMINING STREET IMPROVEMENTS. U PON INSPECTION OF THE SITE, PROPOSED/ FUTURE R/W THE CiTY ENGINEER MAY REQUIRE TEMPORARYNON-ERODEIUBIF SwN.ES ENTERING OR LEAVING IMIP'ROVEMIENTS. 19' 22' 22' 19' - A I� - _ -� -� EDGE OF PAVEMENT W STORM ORNN LINE --A&25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHILL CONFORM TO W WATERLINE THE CITY OF FONTANA STANDARD DETAILS. ssa - - - - s CENTERLINE ST STREET STATION 5.50' 1 VARIES 10'-16' - - - - - - _ o- WATER VALVE 10+00.01 SEWER STATION 26. ALL EXPOSED CONCRETE SURFACES SHALL. CONFORM IN GRADE, COLOR AND FINISH TO MATCH DOW CONCRETE. �` -0- FIRE HYDRANT MH SLE 27. THE SEWER CONTRACTOR SHALL STAMP AN VIN THE FACE (E THE CURB AT THE LOCATION OF THE SEWER LITERAL 2X - - I o--0 STREET LIGHT INT. INTERSECTION i a ® R RIGHT OF WAY 28. NO CONCRETE SHALL BE PLACED UNTiL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. HANDICAPPED ACCESS RAMP /W SIDEWALK( N4 1 T.C. TOP OF CURB 29. ALL UNDMIROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 2 1 ,� SAL S CTiON GRIND EXIST. FAA)EMENiT & OVERLAY EL EV. PROPOSED ELEVATION 30. APPROVED SOIL STERIANT S REQUIRED UNDER ALL NEW ASPWH.T PAVEMENT PRIOR TO PLACEMENT. SOCK AVENUE (ELEV) EXISTING ELEVATION 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SAWCUT REMOVE EXIST. IMPROVEMENTS SOL TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. NO SCALE 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE MUM MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY STA 11+15 TO 16+60 A GEOTEC H NICAl REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.T.I.=9.0 NORTH CONCRETE IMPROVEMENTS 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RINSED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON -�pt N ' COMPLETION OF PAVING. CONS 1 r1W� OU NOTES ANTMES 100 0 100. 200 PROPOSED RETAINING WALL 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SK�NNG, STRIPING, BARRICADES, AND (ICIER TRAFFIC CONTROL DEVICES TO SCALE 1:100 THE SATISFACTION OF THE CRY TRAFFIC ENGINEER. t'1 •- (ON5TRUCT 4.5' A.C. OVER 12' OF 95% COMPACTED NATIVE SOI.. (SEE CEN. NOTES N0. 3102) 33,420 S.F. PROPOSED LAT UNE C- CONSTRUCT 8' alRe AND GUTTER PER CITY of FONTANA STD. No. ,003. ,,696 LF. INDEX MAP PROPosEO/Fun>RE CURB 35. CONTRACTOR SHALL RELOCATE MND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE TO THE SATISFACTION Of THE CITY ENGINEER. 3a-- CONSTRUCT FWNDI(',JW RAW PER CiTY OF FONTANA STD. NO. 1006. 4 EA. 1 O- CONSTRUCT 4' THICK P.C.C. SIDEWALK PER CRY OF FONTANA STD. NO. 1015. 7,120 S.F. - IY _ PROPOSED 2:1 SLOPE (MAX) 36. ENGINEER. DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO 1}E DOM OF RECORD, *10 SHALL PROVI)E RECORD DRAWINGS TO THE CITY SQ-- CONSTRUCT P.C.C. DRIVEWAY APPROACH PER CITY OF FONTANA STD. NO. 1005 (W=161. 2,814 S.F. ©- GONSTIM CROSS GUTTER PER CITY OF FONTANA STD. NO. 105. (W-81 1,982 S.F. X DENOTES SEE SHEET NO. &- GRID EXIST. AC (O.1' MIN.) AND OVERLAY PAVING PER SECTION 'A-A' SHEET 1. ® 5,994 S.F. N S}- ADJUST SEINER M.H. RIM TO FINISH GWADE PER CITY OF FONTANA STD. DWG. NO. 109. 2 EA. NOFi114 - EXISTING POWER POLES TO BE REMOVED BY OTHERS AT DEVELOPER'S EXPENSE. 1 LS is BASIS OF BEARINGS 5' U7 GRID 0.10' MIN. EXIST. PAVEMENT (MIN.) (MIN.) AND OVERLAY 0.10' MIN. SAWCUi AND REMOVE 9ESTLNiE AVE RECOM �� �OFEsslgw THE BEARING OF N 89'55'(13' W FOR THE CENTERLK CE BASELINE AVENUE, AS SHOWN ON A MMP EXIST. PAVEMENT ���'�� s4OF TRACT N0. 14293, RECORDED IN B(XM( 255, PAGES 94-98, INCLUSIVE, OF MAPS, RECORDS OF h SAN BERNARDINO COUNTY, CALIFORNIA, WAS USED AS TIE BASS OF BEARINGS FOR THIS MAP. . 3 W No �s1s - ... -.. ....w •.. .AlE * PAVEMENT SECTIONS SHOWN HEREON ARE MINIMUM THICKNESSES ONLY. FINAL. SECTIONS " - SR E SWILL BE DETERMINED BY THE SOILS ENGINEER AND APPROVED BY THE CITU' ENGINEERa � 3/31/1 a BENCHMARK : = � , � EXIST. SOL COMPACTED NATIVE SOL PRIOR TO START OF �. .y, CITY OF FONTANA BENCHMARK( NO. 378, CIRCUIT NO. 67-5, 30D NAL IN POWER POLE (NO NUMBER), EXISTING PAVEMENT NEW CONCRETE TE OR illp(L t�CE 29616 DATE �r� ° v 1 Of -j SOUTHWEST CORNER OF .BEECH AND FOOTHILL. BLVD., DATED SEPTEMBER 1967. NEW CONCRETE N� OR * * QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY AND ARE PROVVIOEED TO ASSIST THE or CA �+ SECTION A-A F0 TiHILL AVE CITY IN DEtETifiNING FEE &BIRD AMOUNTS ONLY. � EIEV. = 1267.84 ` NO SCALE * * * THE CONTRACTOR SHALL VERIFY ALL QUTANTIiiES PRIOR TO START OF CONSTRUCTiON. "- MAP NDT TO SCALE 'ARMREV. RENSION DESCRIPTION DATE Dm aTY DATE QFtO F E S S/p� L� O REVISED SW LOCATION EDC�Ew00D LN. O, 0 MLR S'�OU.D OF THE REO�D NOT Cf1 UFORNA FIRM: Y88b inc. y ��'����' �. R�;s Fy8 / /COMMENM VVITFN TWO YEARS OF THE DATE OF APPROVAL STFE ET AAI NOVEMENT 'PLAN z o egceRr, + %*MN HEFEON AND CARFIED FORTH IN A DUGENT MANNER DRAWN BY ADDRESS: 310 S. MAPLE ST., SiE. D W no. 296is � TRACT %� SCALE. 1. - 1�, CORONA, CA 92880 w MIR TELEPHONE: 1) 27 - 72 FAX: (951) 272-0166 DIAL TWO WORKING DESIGNED BY. _ DATE: Exp. 3/31 /09 BEFORE DAYS BEFORE C� MAY FEGIUIFE REVISIONS TO THE PLOWS TO MLR STET 29616 8 p � �� YOU DIG YOU DIG BFM THM INTO CONIFOFIMANCE VLH C NDffKM A� AUGUST O1. 2007 SIG URE RCE A� elf. / V I � FO�� TOLL FREE 1-800-227-2600 BY OVER DRAWING NO.: 1 L6 OF CA LI A PUBLIC SERVICE BY UNNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. ' TTY EER R.C.E. 51152 _ ATE: `�7`�