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HomeMy WebLinkAbout24-005 Redlines- Signed (1).�nnmDn m_ _. . nnnni�tl n�nln\i, 1 210 FO U. FREEWY t1nI I' vlrinury nano SHEETINDEX CITY OF FONTANA = F SIERRA LAKES I. TITLE SHEET 3. GENERAL NOTES !. CONSTRUCTION SHEET - AUGUSTA OWE WEST A CONSTRUCTIPINEHUON SIHEEET - AUGUSTA OWE WEST, WINFIELD LANE. TURNBERRY WAY. AND5. CONSTRUCTION SHEET - COLCNAL ORW & CLUBHOUSE ORTOE B. CONSTRUCTION SHEET - AUGUSTA ONry EAST & CASCADES PUCE ), CONSTRUCTON SHEET - MEOINAH STREET 0 11q, H PAVEMENT REHABILITATION INDEX MAP 1"-250, L AS BUILT DATE: U,2& PROJECT: zN-o©s SIGNATURE: GENERAL NOTES I. ALL WORK SHALL BE IN ACCORDANCE ON THESE PLANS ME CITY OF FONTANA STANDARD PLANS. ME CONTRACT PROVISIONS AND ME STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION (-GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE ME LATEST EDITION UMESS OTHERWISE NOTED. 2, WHEN A TECHNICAL CONVICT IF FOUND TO EAST IN E CONTRACT DOCUMENT JHAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROLUSIONS IN ME GREEN BOO . ME CONTRACTOR SHALL MMENATELY REPORT SAID CONFLICT TO ME CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO ME APPROVAL OF ME CITY ENGINEER, 4. CONSTRUCTION PERMITS SHALL BE OBTAINED MGM ME CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO ME START OF MY LEAST TWO WORKING DAK. YS PRIM TO NSPECTION WTHE DISTART NOfHA Y WORK REPAUL BE UBLIC T RIGHT-OF-WAY CUMIN ME CITY UNITS. CALL (909) 35D-7610 S. mTPROCE.DURES DESCRIBED ME STSMALL CONFORM TO LLIATE OF MIFORCONTROLINIASM METHODSANDANUAL OF TRAFFIC CONTROLS LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY FREE CITY TRAFFIC ENGINEER. 0. IT MALL BE ME RESPCNSIBIUTY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEAMAS OR OTHER TRAFFIC CONTROL OENCES AT ALL TMES. ]. ME CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATOR OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH MGM ME CALIFORNIA STATE DIVISION OF INDUSTMAL SAFETY. B. ME WALLS AND FACES OF ALL EXCAVATIONS GREATER MAN FIVE (51 FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF ME GROUND pi OTHER APPROVED MEANS PURSUANT TO ME REQUIREMENTS OF ME ORISON OF INDUSTRIAL SAFETY OF ME STATE OF CALIFORNIA. TRENCHES LESS MAN FIVE (5) FEET SHALL ALSO BE WARDED WHEN ME POTENTIAL EXISTS FOR GRWND MOVEMENT. 9. NO MATERIAL OR EWIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. ME LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION: HOWEVER, IT SHALL BE ME REWONS INUTY OF ME CONTRACTOR TO DETERMINE, IN ME FIELD, ME TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO ME CONTRACTOR SHALL CONTACT UNDERGROUND SERMCE ALERT AT 1-SOD-222-2600 TWO WORKING DAYS BEFORE EXCAVATOR. II. ME CONTRACTOR SHALL COORDINATE CGNBTRUCTION WM ALL UTILITY COMPANIES INCLUDING. BUT NOT LIMITED TO, GAS, TELEPHONE. ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION. WMESTC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOW CONTROL AND CALTRANS ALL UTILITY COMPANIES SHALL BE OVER TWO WORKING DAYS NONCE PRIOR TO WORK AROUND THEIR FACILITIES. 12, ME CONTRACTOR SHALL NOT OPERATE AND FIRE HYDRANT WATER MAIN VALVES MMWT APPROPRIATE AGENCY AUNCRIZATION CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATOR AND WATER REWIREMENIi 13, CURVE DATA REFERS TO ME FACE W CURB, 14, STATIONING REFERS TO ME CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. ADEWATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY ME ENGNEER TO ENABLE ME CONTRACTOR TO CONSTRUCT THE WEAK TO ME PLAN GRADES. ME CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTOR CONTROL STAKING DURING CONSTRUCTION. 16, E CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS MONUMENT TES OR BENCH MARKS WTHWT PRIOR NOLFICATIW TO ME CITY ENGINEER, 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENT S. MONUMENT TES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR UCENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF ME MONUMENT. 18. ME CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN ME CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. ME CONTRACTOR SHALL PRONOE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TMES. 20. ALL GRADING OPERATIONS SHALL BE DISCGNTNUM WEN SUSTAINED WIND VELOCITIES EXCEED 25-MILES PER HOUR. 21. ME CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD. ELT OR DEBRIS TO BE DEPOSITED ONTO PUBUC OR PRIVATE PROPERTY ADJACENT TO ME RIGHT OF WAY WMNG CONSMUCBON WITHOUT PRIOR WRITTEN APPROVAL. 22. NO TRENCH BACKAU SHALL RE TAKE PLACE WIMOUT PRIOR APPROVAL OF E CITY INSPECTOR 23. A GEOMCHMCAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION FAILURE TO OBTAIN ME REWIRED DENSITY SHALL REWIRE RE -WORKING OF THAT PORTION OF ME WORK UNTIL E SPECIFIED DENSITY IS OBTAINED 24. CARE SHOULD BE TAKEN TO PREVENT GRACES, DITCHES, AND SWALES FROM ENGINEER IMAY REQUIRE TEMPORARY NON- ERODEEAACBIE INSPECTION ENSTERING OR CITY LEAVING IMPROVEMENTS, 25. ME FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVE SAT ME TIME CONSTRUCTION AND SHALL CONFORM TO ME CITY OF 26, ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, AND FINISH TO MATCH EXISTING CONCRETE. D. ME SEWER CONTRACTOR SHALL STAMP AN 'S' IN ME FACE OF ME CURB AT ME LOCATION OF ME SEWER LATERAL GENERAL NOTES (CONY). 28, NO COMMETE SHALL BE PLACED UNTIL ME FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29, ALL UNDERGROUND UTILITIES SHALL BE INSTALLED. TESTED AND APPROVED PRIOR TO PAVING OF STEEIS. 30 ALL PANNG MANHOLES, CLEANWT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY ME PAYING CONTRACTOR UPON COMPLETION OF PAVING. 31. UPON COMPLETION W CONSTRUCTION, CONTRACTORS SHALL RESTORE ALL SIGNING, STRIPING. BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF ME CITY TRAFFIC ENGINEER. 32 AND SIOEWAAILX9 AFFECTED BY MEDCONSTRUCTONM REPLACE LM E SSADSFSPRINKLERS OF ME CITY ENGINEER. 33 AS -BUILT DRAWINGS SHALL BE FRONDED BY THE CONTRACTOR TO ME ENGNEER OF RECORD, WHO SHALL PROMOE RECORD DRAWINGS TO ME CITY ENGNEER. PRIVATE NP�FFIN R'S_NOM ME EXISMNCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR SUBSTRUCNRES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO ME BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHORN ON ESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO ME EXACT LOCATOR OF SAID UNITS NOR FOR UTLTES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT S80 M. E CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRICK TO WORK ON EXCAVATOR TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK. MEMER OR NOT SHOWN HERON, AND FOR ANY OAMAGE OR PROTECTION OF THESE UNES. TO CONTRACTORS CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE NTH GENERALLY ACCEPTED CONTRUCTON PRACTICES, CONSTRUCTION WNMACTGR NLL BE REOUIREO TO ASSUME SOLE AND COMPLETE RESPONSBIUTY FOR JOB SITE CORRIDORS DURING ME CWRSE OF CONTRUCTON OF ME PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REWIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND. INDEMN6T AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LABILITY, REAL OR ALLEGED, IN CONNECTION WM ME PERFORMANCE OF ME WORK OF THIS PROJECT, EXCEPTING LIABILITY ARISING FROM ME SOLE NEGUGENCOE OF DESGN PROFESSIONAL SURVEY MONUMENT NOTE' SURVEY MONUMENTS MAT EAST AS SHOWN ON RECORDED MAPS, HIGHWAY MAPS OR POPIM MAY FROMM SURVEY CONTROL WITHIN ME CONSTRUCTION AREA, SHALL BE LOCATED AND REFERENCED CUT BY A LICENSED LAND AttRVETOR OR REGISTERED ❑NIL ENGINEER (AUMOR12ED TO PRACTICE LAND SURVEYING), AND CORNER RECORDS SHALL BE FILED MM ME COUNTY SURVEYOR PRIOR TO ME START OF CONSTRUCTION. THESE CORNER RECORDS SHALL DESCRIBE ME MONUMENTS FWND NM TE DISTANCES TO REFERENCE POINTS FOR RESETTING OF ME SURVEY MONUMENTS. MEN CONSTRUCTION IS COMPLETED, MONUMENTS SHALL BE SET AND CORNER RECORDS SHALL BE VIED AM ME COUNTY SURVEYOR SHOWNG ME NEW MONUMENTS. CONTRACTOR'S RESPONSIBILITY FOR SAFETY' IN SUBMITTING A BID FOR THIS WORK ME CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSBIUTY FOR JOB STE CONDITIONS DURING ME COURSE OF THIS PROJECT: INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: MAT MIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UNITED TO NORMAL WORKING HOURS, AND THAT ME CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD ME OWNERS AND ME ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WM E PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LABILITY ARISNG FROM SOLE NEGLIGENCE OF ME OWNER OR ENGINEER. EXISTING ME HYDRANT ABAND- ABANDONED WWI EASTING WATER VALVE AC ASPHALT CONCRETE -PP EXISTING POWER POLE AP - ANGLE PONT MI, G - EXISTING MAILBOX BC - BEGINNNG OF CURVE WM G - EXISTING WATER METER BCR- BEGIN CURB RETURN - EXISTING EDGE OF PAVEMENT CH - CATCH BASIN EASTING TREE OF - CURB FACE - EASTING PALM TREE CL - CENTERLINE O - EASTING SHRUB/PLANT EC - END OF CURVE -b - EXISTING STREET LIGHT ECR END CURB RETURN OMH- EASTING MANHOLE ELEV- EIL ION ® - EXISTING SURVEY CONTROL M FIRE HYDRANT R/W EXISTING RIGHT-OF-WAY FL FLOW LINE ®- PROPOSED AC SLURRY FS FINISH SURFACE O- PROPOSED 2" AC GRIND AND OVERLAY GB - GRADE BREAK ®- CURB RETURN REMOVAL AND REPLACEMENT GUM - CUTTER CONSTRUCTION NOTES: O1 - GRIND OECMD-MILL) EXISTING ASPHALT CONCRETE PAVEMENT MIN.),1 PRNCTY OFSFONTANASSTD. PLAN NO. 1005.CONCRETE RIAY (2' V SAWCUT, REMOVE, AND CONSTRUCT PCC CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN N0. 1003, INCLUDING CURB AND GUTTER. 4' WIDE FULL DEPTH AC SLOT PAVING. FROM BCR M ECR AS SHOWN. AND SPANDREL/CRCSS GUTTER, IF REQUIRED, PER CITY OF FONTANA STO. PLAN NO. 1013, SECTION B-B. GRIND UP FLUSH WITH 0.RTER. ©- ADJUST EXISTING WATER/WS VALVE TO GRADE. PAYMENT TO BE INCLUDED IN PAYING ITEMS AND WILL NOT BE PAD SEPARATELY. �l ADJUST EXISTING MANHOLE TO GRADE PER GREENBOOK S ECTION 403 AND CITY OF FONTANA SM. PUN N0. 2000, INCLUDING PRIM PAYING. FURNISH AND INSTALL DETECTABLE / TACTILE WARNING SURFACE, 4-2 AIDE WIC£ BY N-O' DEEP. (SURFACE APPUM). INV - INVERT LF - UNEAR FEET MH - MANHOLE PCC- PORTLAND CEMENT CONCRETE PRC- POINT OF REVERSE CURVE S - SLOPE W - STORM DRAIN STA- STATION M - TOP OF CURB NM - WATER METER AS BUILT DATE: 04;u, PROJECT: 2-u-©e5 SIGNATURE: &J2m66 DATE: t1 ;- BEGIN GRIND NO OVERIAY G E PROJE T. - EAGLEMONT DRIVE wBA�B• BI/TB lam- � !�P .k�R.�.?CL?. `' � _ -�- -.- a. F x Q. 0 Lu Lu U F- 6 MEDINAH STREET AUGUSTA DRIVE WEST Rea dots at ramps are added SEDONALANE sidewalk past ECR/ BCR AUGUSTA DRIVE WEST O f IA ( 4^t II m Ili r " MUIRFIELD LANE: SHEET 4 MAGNOLIA WAY ESSEX WAY re DD Y' D� Note 1 added at intersections per change order v (TINUIN 1ODMCONSIAIUCT ASPHALT cOLNcfChlE avMuY (2• MIN.) PEER OW OF FONIANA STD. PLAN NO, 1000. SAWCUT, REMOVE, AND CONSTRUCT PCC CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. f003. INCLUDING CURB AND GUTTER, 4' WIDE NLL DEPTH AC SLOT PAVING, FROM OCR TO ECR AS SHOWN. AND SPANORET./CBWS GUTTER. IF REQUIRED. PER GO OF FONTANA STD. PIAN NO. 1013, SECTION B-B, GRIND UP FLUSH WITH GUTTER. �—AWNT EXISTING WATER/GAS VALVE TO GRADE. PAYMENT TO BE INCLUDED IN PAVING REMS AND WILL NOT BE PAID SEPARATELY, o- ADNST EXISTING MANHOLE TO GRAVE PER GREENBOOK SECTION 403 AND CITY OF FONTANA STD. PLAN NO. 2000, INCLUDING KNISH PAVING. PURNISH AND INSTALL DETECTABLE / TACTILE WARNINC SURFACE, 4'-2" WIDE BY Y-O" DEEP. (SURFACE APPUEDL LEGEND: PROPOSED PCC RAMP / No= CROSS GUTTER / SPANDREL NOTE: a F ALL STNIPING, LEGENDS, AND REFLECTORS SHALL BE LuINSTALLED IN -KIND TO CURRENT M4 N5 STANDARD LuPLANS A20A-A2OF, UNLESS OTHERWISE SPECIFIED .T W W W N W U �At H a f T R �E�1 .(� ER[Y �L' CITY OF FONIRNA 4 DATE y 4 POBOC WORKS DAVENUEEM r—.-TR DIALFP BO]] BJS] SIENA,. 92335J '6Y Xw B)GIP TVD F(ON) CA y2]JSBEFORE pRYS q w`TF (BGy) J50-]fA0YDW ]IIG YpDESIGNED BY: T.P. OCT2029 CIVIC IonlanocG.ymTpu FKD 1-Boo-zz]-z6Do 1 WTF PP'b'` ( FONTANA RY UIIDERGR GNO SEWIQ ALERT T,.i.�.NO. GATE Rc+na¢»m nuorwn uv� T.R. OCT-2o30 LgLIPOAN1A 40' 20• U 1. SCALE: 1"= 40' STREET IMPROVEMENT PLAN SIERRA LAKESAS PAVEMENT REHABILITATION CONSTRUCTION SHEET MiG, 'p _ACN — CMD 10/94/23 � AVENALPLACE AUGUSTA DRIVE WEST WORLD WOODS \COURT - 1 AUGUSTA DRIVE WEST DATE: PROJECT: a( SIGNATURE: „v 1 added at intersections Change order Red dots at ramps are added sidewalk past ECR/BCR S�MM\j PEE MUIRFIELD LANE TURNBERRY WAY CONSTRUCTION NOTES: (D--I'R.EW MI.MPAND TYTMNEIOBE- o-2—N)OFFONSO SAWCUT, REMOVE, AND CONMUCT FCC CURB RETURN ACCESS FAMP PER CNY OF FOWANA FRI. PUW NO. 1003, INCLUDING CURB AND W GUTTER, 4' WIDE FULL CEH AC SLOT PAVING, FROM OCR TO ECR IS SHOWN, AND SPANDREL/CROSS GUREN. IF REQUIRED, PER CRT OF FOWNiA STD. PUN NO. 1013, SECTION B—B. 3o--MIND LIP RUSH WIRI BITTER. o-- ADJUST MISTING WATER/GAS VALVE TO OWE. PAWEW TO BE INCLUDED IN PAVING ITEMS ME WILL NOT BE PAID SEPARATELY. So- All EXISTING MANHOLE TO OWE PER GPEENBOOK SECTION 403 AND CITY OF TOWARD, M. PLAN NO. 200q INCLUDING RNISH PAVING. NRNISH AND INSTALL DE ECTABIE / TACDLE WARNING SURFACE, 4'-2' WIDE BY 3'—D- DEEP. (SURFACE APPLIED). PROPOSED GRIND AND OVERLAY NOTE: AU STRIVING, LEGENDS. AND REFLECTORS SHALL BE INSTALLED IN—KM10 TO CURRENT CALTRANS STANDARD PLANS A20A—A201`. UNLESS OTHERWISE SPECIFIED 4O' }A' 0 40' SCALE: i"= 40' o �( B T CITY OF FONTANA, CALIFC DU D �L g DATE �>`��ss �$ ILF.0 woalEcs ovAnRrMENT STREET IMPROVEMENT PL S PRAWN BY'. W.B. 8EP RR9 �.' 8353 SIERriA 92335 °P""" °Y SIERRA LAKES DIAL ry° Y°RKIN6 �' OIR FDNTPNA G4 92J]5 W'B' BEFORE DAYS BEFORE 2 DATE (BOB) 350-7600 uxxm Bc PAVEMENT REHABILITATION YOU DIG YOO OIG DEMGNEDBY: T.R. OOT_2bfl C1VM1 J lanionoca.gov E T T.R. CONSTRUCTION SHEET aL TREE 1-ODD-PE)-ESOD I WL FON lANA TICKF° A PYRIC SO,". BY UNDERGROUND SERVICE ALERT RATE —f�_ lJ+— NO. OATS REVISIONS CHECKED By : T.R. OCT -2M3 /T "�� 1 I n CAL 11' 0 R N 1 A T.R. Wrtao, T COLONIAL DRIVE MEDINAH STREET i L CLUBHOUSE DRIVE LL J Q: O W W I� Red dots at Ramps are added sidewalk past ECR/BCR AS BUILT DATE: PROJECT: SIGNATURE: 9A CONSTRUCTION NOTES: PAVEMENT Y�N J 1P(R CITY OF FONTANA FN PIAN NORMS OVERN SAWCUT. REMOVE, AND CONSTRUCT ROD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PUN NO. ICED. INCLUDING CURB AND GUTTER, C WIDE FULL DEPTH AC SLOT PAVING, FROM OCR TO ECR AS SH01YN, AND SPANDRE1/CR0S5 GUTTER, IF REQUIRED, PER CITY OF FONTANA STO. PLAN NO. 1013, SECTION 9-8. 3O---GRIND LIP FLUSH WITH GUTTER. ADJUST EXISTING WATER/GB VALVE TO GRACE, PAYMENT TO BE INCLUDED IN PAVING ITEMS AND WILL NOT BE PAID SEPARATELY. 5O- ADJUST BMAC MANFOIE TO OWE PER GREENBOOK SECTION 403 AND CRY OF FONTANA STD. PWtl NO. 2000, INCLUDING FINISH PAVING, BO— FURNISH AND INSTALL DETECTABI£ / TACTILE WARNING SURFACE, 4'-2' WIDE BY 3'-0- DEEP. (SURFACE APPLIED). LEGEND: AUGUSTA DRIVE EAST PROPOSED cnwD AND OVERLAY Z LU PROPOSED PCC RAMP / CROSS GUTTER / SPANDREL Lu —_� NOTE: _� •� 19i za cD - Z '^ Ii f - - �_ _ _ .N AU- STRIPINO, LEG NDS,CURRENTADRFLECTORS -LUL BEA I F� ). - - - _.� �_ i / • a L �I INSTALLED IN- DhCO N PUNS A2CA-A2OF. UNLESS OTHERWISE SPECIFIED ELI ENJ G E , W RIND AVD CVFl3LAY ✓iT ^ �B ^I2tLu / 2I CLUBHOUSE I E L� AUGUSTA DRIVE EAST; SEE SHEET 6 CLUBHOUSE DRIVE w' 20® SCALE: 1"= 40' n B T CITY OF FONTANA, CALIFORNIA DATE Q PUELEWORKS DEP RARTW NrSTREET IMPROVEMENT PLAN 3DRA,AN B•.. W.9. BEP3023 8353 SIERRA AVENUE °PAMNWa: SIERRA LAKES mas SHOWN ➢IAL rvD vDRK3NB FaxrArvn, u 9zns PAVEMENT REHABILITATION EEFORE OArS 9EFORE 2 DATE (909) 350-1600 L6MXtD m' ° YOU DIG TDu 9[B DEWGNEDBY: T.R. GCT aO olvlry v mma�eoo.gw vR. CONSTRUCTION SHEET 10/19/23 mL FREE 1-D0D-PE]-ESOD + DATE QCY'` _ FONTANA G1EGfm BI: AwRPN [NMPXB X°.:5 R NELIE SERv1EE BY UNUERBR°AII 3ERVICE ALERT NO. DATE RE IONS CHECKED BY: T.P. OCi-30EJ T S-A ` ' I �� (I A I 1 0 R N 1 A T.R. .�"-V - WTE:1° w. rJ per change order Red dots at ramps are added sidewalk past ECR/ BCR S BUILT DATE: C PROJ CTFj : SIGNA SILVER LAKE LANE BROADMOOR WAY DORAL LANE CLURHOUSE DRIVE - SEE SHEETS BECII r LL W J W J in in W W N W Z J S U r a CONSTRUCTION NOTES: lD -GRIND (COLD -MILLI DOSRNC ASPHALT CONCRETE PAVEMENT MIN.) IPPR CAN ITY OFD GONFONCAN4 5TDD.. LPIAN NNO. 1008 CREETE VERUY (2 }— SAWCUT, REMOVE, AND CONBIRUCT PCC CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 103, INCLUDING CURB AND GUTTER, 4' WIDE FULL DEPTH AC SLOT PAVING. MOM RON TO ECR AS SHOWN, AND SPANGREL/CROSS GLITTER, IF REQUIRED. PER CITY OF FONTANA M. PUN NO, 1013, SECTOR B-B. 3O—GRIND LIP FLUSH WIM GUTTER, ADJUST E%ISTNG WATER/GAS VALVE TO GRADE. PAYMENT TO BE INCLUDED IN PAVING ITEMS AND WILL NOT BE PAID SEPARATELY. o- ADJUST IXISDNG MANHOLE TO GRADE PER GREENBOK SECTOR 403 AND CITY OF FONTANA STD. PLAN NO. 2000. INCLUDING FINISH PAVING. FURNISH AND INSGLL DETECTABLE / TACTILE WARNING SURFACE. 4'-2' WIDE BY S-0- DEEP. (SURFACE APPLIED). LEGEND: PROPOSED GRIND AND OVERUY I�4�444v444�44444�4�� NOTE: ALL STPoPING, LECENDS, AND REFLECTORS SH4L BE INSTALLED IN -KIND TO CURRENT CALTRANS STANDARD PUNS A20A-A20F, UNLESS OTHERWISE SPECIFIED 4a' z0' a 40' SCALE: i"= 40' CITY OF FONTANA, CALIFORNIA /S'kNIJI�°_iJln��1 JISI ° �y0fE55/ FRET nm OFFDEPIRT n STREET IMPROVEMENT PLAN 4 MTE� 4fL11"RK PUBLIC WORKS OEPNRMFM I . W'B' °FP'203J xo. wL01 S 8353 SIERRA AVENUE arAwnA.5. SIERRA LAKES SAS SHOWN rvD v°vK1xc FONTANA, CA 92ns PAVEMENT REHABILITATION GAYS 1EFaRE 2 GATE (909) ]50-]°Po °m�E° rou DIG pEryaRED ev: T.R. GOT hvM1 romano==.Gov TR. CONSTRUCTION SHEET t0/19/23 FONTANA CREW. R": APPRw �_,�_ `R`7 rw.:6 HY VHIER6RIVN] SERVI[[ LLCRi NO. GATE gEVIS10N9 CKCKEO BT: LR. OCT 4023 /1 1 CALIFORNIA T.B. W¢: 10/24/23 6