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HomeMy WebLinkAbout3638-1 W. R/W Q E. R/W 60' CITY OF FONTANA_,„ , 30' 30' - GENERAL NOTES: 12' 18' 18' 12' STREET IMPROVEMENT PLAi N, S 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE 5 � 5' 7' STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE - 2:7 mitt 2X �' 2q; F`' lc�L 2y, 2:1 TAX. 2X LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE mem r� `/,\///, In PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. FOR TRACT 16597 m CAO Q ®® NO. a 3.ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE COY ENGINEER. TYPICAL SECTIOW R/W E. R/w N / n 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 WORK FOXWORTH STREET FROM STA. 14+65.84 TO STA. 16+20.92 64' _ ` 4 (_: t 1 I IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. AVOCADO COURT + STA. 7+23.40 TO STA. 10+00 32' 32' ' t . 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA BLACKOAK LANE FROM STA. 7+77.39 TO STA. 10+00 12' 20' 20' 12' MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. .., T.1.=5.5 L NO SCALE 7' 5' 5' 7' TRACT No. 1429 ,::_:.,;. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. F 1 MAX. 2 y <` 0 2 `��, Te'�`L 2� 2.1 ► • k` I I I -` I - 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEL! OR GREATER IN DEPTH FROM THE - CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. .ter _ 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALLBE GUARDED BY SHORING, SLOPING OF THE GROUND Loa ammo IV ®�4 O Q8 r 26 2 28 29 30 31 32 _ w. OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFELY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN AVE (5) FFEI SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 0 © ITS I' TYPICAL SECTION . '' ��• 25 ___.0-_-f--7,------;-,..,, r_�� _ 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE FOXWORTH STREET --- - �,� _ _. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE AVOCADO COURT FROM STA 10+00 TO STA 11+10.66 - I I :, j I� _ , "�. �, , �` _ = I '" CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION 1 �_ _1 AIME = DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE 1 BANYAN COURT FROM STA. 10+00 TO STA. 13+14.00 �,� = , :■■ � . _ = EXCAVATION TO AVOID BLACKOAK LANE FROM STA. 10+00 TO STA. 11+57.63 24 = _ N. R/W S. R/W T.L=5,5 I='� I 11- NO SCALE �' �� �"<:_ ` r _ - FLOOD CONTROL Al CONTRACTORSHALL COORDINATEALL CO INCLUDING, BUT NOT UNITED TO, GAS, TELEPHONE, ELECTRIC, :........:_ I 4 1 = CABLE TELEVISION, LANDSCAPING, LANDSCAPE CONSTRUCTION IRRIGATION, DOMESTIC WATER,IE RECLAIMED WATER, SEWER, STORM DRAIN, �••�-�' _" �� _ 13 12 11 100 to CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. �'�1.1 M 34' 34' :� ' -_ _ 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR ::�.,-_!g e_"_._.- .:•::::_...._.__- __- ._ �-, '- ... ..,-----:: --1 SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 12' 22' 22' 12' 23 9 - ir • It �' ,I _. 1,4, ini 4 I 13. CURVE DATA REFERS TO THE FACE OF CURB. 7' 5' 5 7 II : / ► �� 1 <<2 I' =1 G _ 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 2. F� c' MpX. u' '� - - I V � � �j ► 15 -iAN ,1 2� �G 2% 2% 2.1 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE �t�� 22 - ',= 8I =I PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING I= _I _y` CONSTRUCTION, ©® 1 ®O - � 21r �`-�_:� 16 7 " 2 I 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY I' 't =/Q _ ,~ ENGINEER, TYPICAL SECTION ( - }� = L., 17. REMOVAL AND REPTACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS SHALL BE DONE X A I. ' � = 17 6 = 3 1 BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS GANDLEWOOD WAY FROM STA. 10+00 TO STA. 12+01.77 • " _ - = 1 CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO I 2O , �`� =� = I MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. NO SCALE = ' 111 = I I 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL REST 19 .i, j 18 - t� DENTS AND BUSINESSES AT ALL TIMES, A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED � 'y `--- 5 �. " I � AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. :: _._.. -- - - I-ii ^ ��-- 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. BASELINE -AVENUE 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ____„ - -- 1-_3=1 -___---.---.... 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 N R/W S R/W W R/W E R/W OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 104' 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, LEGEND THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. r ' ' 126 I 52 52 1 25. THE ANAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO I 12' 66 54' ' 48' 60' 12' 1 I 12' q 40' 40' - 12' SEWER UNE BC BEGIN CURVE NORTH THE CITY OF FONTANA STANDARD DETAILS. r 6 6 6 6 1 0.5' 5' 6.5' �� - 6' 6' _ _ SEWER UNE PER EC END CURVE op - - I 26. ALL EXPOSED CONCRETE SURFACES SHAM CONFORM IN GRADE, COLOR AND FINISH TO MATCH DOSING CONCRETE. (F I l� OTHER SHEET100 0 100 200 `� �' J CL CEN I EKLINE`�' k ��+�`LJ2% 4v 2X 2% - -EX S- - EXIST. SEWER LINE 27. THE SEWER CONTRACTOR SHALL STAMP AN "5" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL SCALE 1 : 100 2% �G -- ---- _�° • 2X % ' ' ---== - �� • COSTORM DRAIN UNE F.L. FLOWUNE GUTTER 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. • _:_' != --- -- _..-. -- -= ,1.r.":J L..:-. - - -�` - - - T:-......)..,, W WATER LINE F.S. FINISHED SURFACE EXISTING IMPROVEMENTS 0 - -EX W- - EXIST. WATER UNE F. FINISHED DIRT INDEX MAP 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. TYPICAL SECTION TYPICAL SECTION 0SEWER MANHOLE EX EXISTING 30. APPROVED SOIL SIU ILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. DIRECTION OF FLOW g SEWERLINE BEECH AVENUE - - PROPOSED FUTURE R/W DENOTES SEE SHEET NO. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY BASELINE AVENUE / SD STORM DRAIN UNE SOIL TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. FROM STA.3+61 TO STA. 10+21 //1, ��" //6 " EDGE OF PAVEMENT FROM STA. 125+05 TO STA. 131+67 W WATERLINE T.I.=10.5 T.i:10'5 CENTERLINE ST STREET STATION 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY NO SCALE NO SCALE A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. ® WATER VALVE 10+00.00 SEWER STATION ♦- FIRE HYDRANT MH MANHOLE 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. STREET LIGHT INT. INTERSECTION 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO lill HANDICAPPED ACCESS RAMP R/W RIGHT OF WAY RECORD ��/ THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. CONST^• RECt RD DRAWING 1t'Y ING (!k>ir 1F SS/04, T.C. TOP OF CURB RUCTION RUCTION NOTES QUANTITIES i ITIES Rq F35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION 'm �� ELEV. PROPOSED ELEVATION OF THE CITY ENGINEER. O. 29616 m Q CONSTRUCT 4" A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL (SEE GEN. NOTES NO. 31&32) 56,472 S.F. A (ELEV) EXISTING ELEVATION 36. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ti -- CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1003. 2,956 LF. I 0 CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. N0. 1006. 6 EA. ,� (. xi4,.. \o�Zt;lc�l Exp. 3/31/11 ENGINEER. MARK L. RMB RCE 29&16 DATE' ' sTgT v , `P 4D- CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY OF FONTANA STD. NO. 1015. 15,628 S.F. ` F of CAL\ c) Q CONSTRUCT P.C.C. DRIVEWAY APPROACH PER CITY OF FONTANA STD. NO. 102 (W=16'). 7,350 S.F. - (6 - SAWCUT & REMOVE EXISTING CONCRETE CURB, SIDEWALK & AC IMPROVEMENT 715 S.F. e Q GRIND EXIST. AC (0.1' MIN.) AND OVERLAY PAVING WITH TACK COAT PER SECTION "A-A" SHT. 7. 715 S.F. GRIND EXIST. PAVEMENT & OVERLAY NORTH CONSTRUCT LOCAL DEPRESSION PER APWA STD. DWG. 313-1 AND DETAILS SHT. 7. 2 EA. 0 ADJUST SEWER M.H. RIM TO FINISH GRADE PER CITY OF FONTANA STD, DWG. N0. 109, 6 FA. jUTILITY NOTIFICATIONS SAWCUT & REMOVE EXIST. IMPROVEMENTS ,��� 10 - INSTALL 9500 LUMEN (H.P.S.V.) ORNAMENTAL POLE STREET LIGHTS PER APPROVED ST. LITE PLAN. 10 EA. / BASELINE ;,! AVE 11 CONSTRUCT FULL DEPTH AC 165 S.F. CITY OF FONTANA SOUTHERN CALIFORNIA EDISON COMPANY COMCAST (CABLE TV} s r 12 CONST. CONC. CROSS GUTTER (8' WIDE) PER CITY OF FONTANA STD. NO. 104 (MODIFIED). 1,150 S•F• BASIS OF BEARINGS FONTANA WATER COMPANY CONCRETE IMPROVEMENTS ATTN: BRIAN WREN 300 N. PEPPER STREET ATTN: JACK HAYES ATTN: MICHAEL J. MCGRAW , THE BEARING OF N 89'58'10" W FOR THE CENTERLINE OF FOXWORTH STREET, AS SHOWN ON A MAP 8353 SIERRA AVENUE RIALTO, CA 92376 1205 DUPONT AVE. 8440 NUEVO AVE. * PAVEMENT SECTIONS SHOWN HEREON ARE MINIMUM THICKNESSES ONLY. FINAL SECTIONS _ FONTANA, CA 92235 '- OF TRACT NO. 14293, RECORDED IN BOOK 255, PAGES 94-98, INCLUSIVE, OF MAPS, RECORDS OF FONTANA, CA 92335 909 820-5598 -- UNDERGROUND ONTARIO, CA 91761 h SHALL BE DETERMINED BY THE SOILS ENGINEER AND APPROVED BY THE CITY ENGINEER PROJEC PROPOSED RETAINING WALL SAN BERNARDINO COUNTY, CALIFORNIA, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. (909) 350-6632 909 875-5100 -- TRANSMISSION (909) 390-4738 (909) 822-2201 PRIOR TO START OF CONSTRUCTION. 213 637-1233 -- PIPELINES FAX (909) 823-5046 QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY AND ARE PROVIDED TO ASSIST THE PROPOSED LOT UNE ATTN: STEVE HOCK CRAWFORD CANYON MUTUAL WATER CO. * * SOUTHERN CALIFORNIA GAS COMPANY GENERAL TELEPHONE CO. lig CITY IN DETERMINING FEE & BOND AMOUNTS ONLY. BENCHMARK ATTN: DENNIS FREEMAN PACIFIC BELL CO. FOOTHILL AVE 1981 W. LUGONIA AVE. ATTN: VIRGINIA BECKER 1400 E PHIWPS BLVD. ATTN: BILL VANDERKIEFT, JR. PROPOSED/FUTURE CURB REDLANDS, CA. 92374 3939 E. CORONADO STREET ONTARIO, CA. 91766 (619) 868-6040 * * * THE CONTRACTOR SHALL VERIFY ALL QUANTITIES PRIOR TO START OF CONSTRUCTION. CITY OF FONTANA BENCHMARK NO. 378, CIRCUIT NO, 67-5, 30D NAIL IN POWER POLE (NO NUMBER), VICIN MAP SOUTHWEST CORNER OF BEECH AND FOOTHILL BLVD., DATED SEPTEMBER 1967. (909) 335-7547 ANAHEIM, CA 92807 (800) 422-4133 UNDERGROUND SERVICE ALERT PROPOSED 2:1 SLOPE (MAX) EMERGENCIES: (800) 427-2200 (714) 666-5467 NOT TO SCALE ELEV. = 1267.84PREPARED (800) 422-4133 BY Qkof ESS/04, 4 � ^ REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD .RUCOF THE REQUIRED IMPROVEMENTS NOT CITY OF FONTANA, CALIFORNIA FIRM: •raab engineering, inc. q�'4' L. 8446 <6 10110 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ADDRESS: 310 S. MAPLE ST., STE. DMAMANSMAMANNAMMA - ^ M� - �scAu E: t" = too' Lii N0. 29616 �,,� SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, DRAWN BY. CORONA, CA 92880 I j _ STREET PLANTRACT 16597 TELEPHONE: 9 9) 272-1072 FAX: (909) 272-0166 DIAL Tw❑ WORKING L P-f-uvo 9Q.UMt111 to e'1 M f 2 V. Exp. 3/31/07 4 BEFORE 1► DAYS BEFORE �1 l 1I. .f THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: ,n,�,`l DATE: 17 2007 REVISED PLANS FOR CURB ADJACENT SIDEWALK 10 05 06 wLR SHEET I (s>174' � \� YOU DIG Y, / YOU DIG B Z'Shc BRING THEM INTO WRH CONDI110N3 AND (J4�. .\V. 29616 1I1glf 07 97 I y q L TOLL FREE CORRECTED STREET NAMES; LOWERED AVOCADO CT. CURBS AND CHECKED BY: APPROVED BY: DRAWING NO.: t F o¢ 1-800-227-2600 0 PADS 1/09/06 i 7 ' 7 .^_ SIGNATURE RCE DATE OF CALF A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 S4 STANDARDS IN EFFECT. MLR ^ 5 ° - 3638 7 K1 •CITY ENGINEER R.C.E. 51152 DATE: FI