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HomeMy WebLinkAbout24-009 Jurupa Ave- Redline Drawings (1)CITY OF FONTANA JURUPA AVENUE PAVEMENT REHABILITATION SHEET 6 SHEET 4 I _ IIP1i1eiJ�\IyF .. _ _ _ - r — �I ■■■u■n.. � �i � w ...........,.----------� 4 111 i!f � �'I = ItD•'// 3Qru � ��Im11 IIIr+! +rrnral n n nlr m �1 _ nn1 .._ ..1 �i'l . � s ■■�a■■ ■■■ :. - �11111lIIEIC�II1111� a I rr '- �'�r =— �— C"' �1�1 lllll -i 11!11 Iln a0r � � r•i i-� �— � . � ��i■■m■■■■■ '•� � 11 M ■1 1lIIIII■I�rsiN ■1 �• h+i[IIMMUNE rr>t., ■ ■■unn ■ ■■■■ ure ��i■■ ■1■ ■ rr1■ ��[■=� Itlall++►tlilow 19SHEET nn11►�= _ f , nm Ilr nnm u + ry�nnl Ir _I lI �- �+�tlunn n 1 1 t'�/N 1 rn r Y+onnlilnnullnr� Nn rnnnr munnl � I►w = �„_ 'clfl� G $• Innnne nnlrr '� n 11— = e�:' � -------- - i■n nlllg �IKiiil- a Iu iliil+rlG�1 1�15 no �Inin�ii uulz '� _ -_ unrnl nn■ a s- ►� - = .-1 Ir 1110- .�. n , �- 4� �:- - = �+ Sr =° a i+►►w =: tin Illrr►I �4''��: 11f11! it ll it llli 1 ` - D- 11111 1�1_ 1 1Ip n_C D�++++1I111iIi� i [1► i �� �� 1111111 � �+ � � '� 1[ g111 S/111< 11�� st= anm■! Ii1 1 - =� 1� �f+ Z I�In Q1 W � I4 - 1 nun a rr�ll_ :r� lii= � .^ r►+++ ►►alrrt[ �! �'" rinnlnnnit i■�Iin n►o �n►o r►1 �►��i � �►x+ ++u� s � � �Ir1�nf� :: fir f Hi _ o : • INDEX MAP NTS SHEET 8 __VA " 6LV0. . !0 II l HAY. 10 HM1. 1 NRIIPA AVL �Jlk JURUPA AYE PROJECT LOCATION hvm.M AS BUILT DATE: vt is F ROJ ECT: zm-ooc\ SIGNATURE: tkk6eAwsdo Atvarc SHEETINDEX I. TITLE SPEET 2. GENERAL NOTES 3. CONSTRUCTION SI - JURUPA AVENUE, STATION 193+84 TO STATION 216+00 4. CONSTRUCTION SHEET - JURUPA AVENUE, STATION 216+90 TO STATION 236+00 5. CONSTRUCTkON SHEET - JURUPA AVENUE, STATION 238+90 TO STATION 259+0C 6- CONSTRUCTION SHEET -JURUPA AVENUE, STATION 259+00 TO STATION 280+00 7. CONSTRUCTION SHEET - JURUPA AVENUE, STATION 280+00 TO STAT]ON 301+00 B. CONSTRUCTICN SKEET - JURUPA AVENUE, STATION 301+00 TO STATION 311+08 GENERAL NOTES. I. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS THE CITY OF FONTANA STANDARD PLANS. THE CONTRACT PROVISIONS AND THE S�ANDARO SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ((GREEN BOOK"), ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL 9E THE LATEST EDMCN UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IF FOUND TO EXIST IN THE CONTRACT DOCUMENT THAT CAN NOT 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 ON61ON PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LFAST 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 CALFORNIA 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. 8. 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 REOUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (S) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT, 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGLF OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEK 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 EXERC15E PROPER PRECAUTION TO AVOID DAMAGE THERETO, THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION - IT. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE. ELECTRIC, CABLE TELEVISION, LANDSCAPINNG. LANDSCAPE IRRIGATIDN. DOMESTIC WATER. RECLAIMED WATER SEWER, STORM DRAIN. FLOOD CONTROL AND CALTRANS ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR 7b WORK AROUND THEIR t7ACILITIES. 12 VALVES WITHOUTRAPPROPRIATE ANOT GENCY AUTHORIZATION. CONTRACTOR RATE AND FIRE HYDRANT WATER MAIN 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 UE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16- THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER, l7, REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL INCLUDING SURVEY MONUMENTS, MONUMENT TIES ANp BENCH MARKS SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND 5URVEYOfi. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. IS. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 1 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA OR 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 GRADINES G ED NS ES PERSHALL EH UR DISCONTINUED WHEN SUSTAINED WIND VELOCIT21, THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERAL MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERW ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR APPROVAL. 22. NO TRENCH BACKFILL SHALL BE TAKE PLACE W17HDLIT PRIOR APPROVAL OF THE CITY INSPECTOR 23. A GE07ECHNICAL 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. CARL SHOULD BE TAKEN TO PREVENT GRADES. DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMFNTS, LPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NO-£ROOFABLE SWALFS 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 70 THE CITY OF FONTANA IMPROVEMENTS. 26ALLSHXTOSMATCHED ONCRETTE INC SURCONFACES SHALL CONFORM IN GRADE. COLOR. AND PINT27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. GENERAL NOTES (CONT.): 2E. 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. ALL PAVING MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 31, UPON COMPLETION OF CONSTRUCTION. CONTRACTORS SHALL RESTORE ALL SIGNING. STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 32. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CRY ENGINEER. 33. A$-BUIi,T DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD. WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. PMVATE ENGINEER'S NOTE: THE EXISTFNCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR SUBSTRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS- THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PR10R TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NDT SHOWN HERON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. NOTICE TO CONTRACTORS: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, COT45TRLJCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PRDJFCT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY', THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND N07 BE LIM17EO TO NORMAL WORKING HOURS. AND CON57ROCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE ORE THE WORK OF THIS PROJECT, EXCEPTING LIABILITY ARNSING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. NOTICE TO CONTRACTORS: SURVEY MONUMENTS THAT EXIST AS SHOWN ON RECORDED MAPS, HIGHWAY MAPS OR POINTS THAT PROVIDE SURVEY CONTROL WITHIN THE CONSTRUCTION AREA, SHALL BE LOCATED AND REFERENCED OUT BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER (AUTHORIZED TO PRACTICE LAND SURVEYING), AND CORNER RECORDS SHALL BE FILED WITH THE COUNTY SURVEYOR PRIOR ID THE START OF CONSTRUCTION. THESE CORNER RECORDS SHALL DESCRIBE THE MONUMENTS FOUND WITH TIE DISTANCES TC REFERENCE POINTS FOR RESETTING OF THE SURVEY MONUMENTS. WHEN CONSTRUCTION IS COMPLETED, MONUMENTS SHALL BE SET AND CORNER RECORDS SHALL BE FILFC WITH THE COUNTY SURVEYOR SHOWING THE NEW MONUMENTS. NOTICE TO CONTRACTORS: IN SUBMITTING A BID FOR THIS WORK THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FCR JOB SITE CONDITIONS DURING THE COURSE 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 OWNERS 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 SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. LEGEND OF SYMBOLS AND ABBREVIATIONS: PH rj EXISTING FIRE HYDRANT ABAND - ABANDONED INV - INVERT o V EXISTING WATER VALVE AC -- ASPHALT CONCRETE LF LINEAR FEET .FP- EXISTING POWER PULE AP ANGLE POINT MH MANHOLE MB U EXISTING MAILBOX BE BEGINNING OF CURVE PCC PORTLAND CEMENT CONCRETE wMD EXISTING WATER METER BCR- BEGIN CURB RETURN PRC- POINT OF REVERSE CURVE �- EXISTING EDGE OF PAVEMENT CB CATCH BASIN S - SLOPE --- EXISTING TREE OF --- CURB FACE SD - STORM DRAIN f" EXISTING PALM TREE CL CENTERLINE 5TA STATION C EXISTING SHRUB/PLANT EC END OF CURVE TO TOP OF CURB EXISTING STREET LIGHT ECR END CURB RETURN WM WATER METER OMH EXISTING MANHOLE ELEV ----- ELEVATION - EXISTING SURVEY CONTROL PH FIRE HYDRANTS R/W EXISTING RIGHT-OF-WAY FL FLOW LINE ® PROPOSED AC SLURRY S FINISH SURFACE PROPOSED 2" AG GRIND AND OVERLAY GB GRADE BREAK ®-- CURB RETURN REMOVAL AND REPLACEMENT GUTR - GUTTER CONSTRUCTION NOTES-: O-- GRIND (COLD -MILL) EXISTING ASPHALT CONCRETE PAVEMENT 2" AND CONSTRUCT ASPHALT CONCRETE OVERLAY 2", PER CITY OF FONTANA STU. PLAN NO. 1008. O-- SAWCUT, REMOVE, AND CONSTRUCT PCC CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 11103. INCLUDING CURB AND GLITTER, 2' WIDE FULL DEPTH AC SLOT PAVING. FROM SCR TO ECR AS SHOWN, AND SPANDREL/CROSS GUTTER, IF REQUIRED, PER CITY OF FONTANA STD. PLAN NO. 1013. SECTION B-B. o- FURNISH AND INSTALL DETECTABLE / TACTILE WARNING SURFACE, 4'-2" WIDE BY 3'-0" DEEP. (SURFACE APPLIED), ANUST EXISTING WATER/CAS VALVE TO GRADE. PAYMENT TO BE INCLUDED IN PAVING ITEMS AND WILL NOT BE PAID SEPARATELY. lJ ADJUST EXISTING MANHOLE TO GRADE PER GREEN BOOK SECTION 403 AND CITY OF FONTANA STD. PLAN NO 2000, INCLUDING FINISH PAVING. O-- PROTECT IN PLACE. AS BUILT DATE: PROJECT: 2�-per SIGNATURE: W­_-�RcLommk kl T a + 35 sq it of ad5ejonal Isidewak I U I OVERLAY + additional 61.5 sq ft of sidewalk I LLI T k i I I I W Q ` I III I = U W I � I DIAL TAD MDRKING 3 BEFORE DAYS DEF09G 2 YOU DIG You DIG TDEL FRFF 1-B00-227-2600 A PUBLIC SERVICE BY JNDERGRrI— SERVILE ALERT REVISIONS 4pgFE REY ,h�fFk4 GATE 4� � DRAWN BY: B.C. NOV -2023 93108 ^� DATE DESIGNED BY: T.R. NOV-2023fjE`FT DATE CHECKED BY: T.R. - - NOV -2023 CITY OF FONTANA PUBLIC WORKS DEPARTMENT 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 250-7600 lontnnoco.gnv DATE PROJ EGT: ��- SIGN Tl#RE: � O { ' c0 F— W o w 1zO zw 1 1 aU) CONSTRUCTION NOTES: 1O— GRIND (COLD -MILL) L.<IS71NG ASPHALT CONCRETE PAVEMENT 2" AND CONSTRUCT ASPHALT CONCRETE OVERLAY 2", PER CITY OF FONTANA STD. PLAN N0. 1008' a— SAWC UT, REMOVE, AND CONSTRUCT PCC CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 1003, INCLUDING CURB AND GUTTER, 2' WIDE FULL DEPTH AC SLOT PAVING, FROM BCR TO ECR AS SHOWN, AND SPANDREL/CRDSS CUTTER, IF REQUIRED, PER CITY OF FONTANA STD. PLAN NO. 1013, SECTION R-R. I 3a- FURNISH AND INSTALL DETECTABLE / TACTILE WARNING SURFACE, 4'-2" WIDE BY X-O" DEEP. (SURFACE APPLIED). 1 o-- ADJUST EXISTING WATER/GAS VALVE TO GRADE. PAYMENT TO RE INCLUDED IN PAVING ITEMS AND WILL NOT BE PAID SEPARATELY. — - - o- ADJUST EXISTING MANHOLE TO GRADE PER GREEN BOOK SECTION 403 AND CITY OF PONTANA STD, PLAN NO. 2000, -- -- G C INCLUDING FINISH PAVING. + O— PR07ECT IN PLACE. r LEGEND: w Nw _ x WZ N PROPOSED GRIND AND OVERLAY J W N PROPOSED POO RAMP / {i CROSS GUTTER / SPANDREL a NOTE: ALL STRIPING, LEGENDS. AND REFLECTORS SHALL BE INSTALLED IN -KIND TO CURRENT CALTRANS STANDARD PLANTS 0,20A-A20F, UNLESS OTHERWISE SPECIFIED 40' 20' 0 40' Im SCALE: 1"= 40' CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN CRAM By, B0 JURUPA AVENUE sr�: A5 SHOWN FONTANA FONTANA C.A L11'QR NIA oESICR© Br: PAVEMENT REHABILITATION CONSTRUCTION SHEET 97 11/17/23 CHECKED Br: T.R. APPRONEO 9f: DAM 12/12/23 OjtAWfNG NO.: 3 3 T 0 Q / _ .F - W I x f!1 W 7Yi6B JURUPA AVE Lu V ` - linnaf I lk w r; co CV cy IL Z O JURU .J Wuj r ; � UN ja T DIAL TNO WGRKf NG BEFORE ears eeEDRE YOU DIG rmL PRRE I-6 A PUBLIC SERYICE 3Y IINL:R5Rm1Nn SERVICE ALERT -4' 3 2 1 DATE: PROJECT: 4-c SIGNATURE: O Q (m LL W aJ � 0 130 f J W 1 L LLI +IInI. aU) 1 I CONSTRUCTION NOTES: PAVEMENT 2" GRIND ((COLD -MILL} EXISTING ASPHALT CONCRETE AND CONSTRUCT ASPHALT CONCRETE OVERLAY 2", PER CITY OF £ FONTANA STD. PLAN NO. 1 G08. ) SAWCUT, REMOVE, AND CONSTRUCT PCC CURB RETURN ACCESS RAMP PER CITY OF FONTANA M. PLAN NO. 1003, INCLUDING CURB AND GUTTER, 2' WIDE FULL DEPTH AC SLOT PAVING, - - FROM BCR TO ECR AS SHOWN, AND SPANDREL/CROSS GUTTER, _ kF REQUIRED. PER CITY OF FONTANA STD. PLAN NO. 1013. SECTION B-B. FURNISH AND INSTALL DETECTABLE / TAC71LE WARNING V SURFACE, 4'-2" WIDE BY 3'-C" DEEP. (SURFACE APPLIED). ADJUST EXISTING WATER/GAS VALVE TO GRADE. PAYMENT TO BE INCLUDED IN PAVING ITEMS AND WILL NOT BE PAID _ SLPARAT£LY. — _ ADJUST EXISTING MANHOLE TO GRADE PER GREEN SOCK " -" --+ SECTION 4G3 AN CITY OF FONTANA STD, PLAN NO. 2COO, FINISH PAVING. M INCLUDING Ln PROTECT 3N PLACE. zs F- „7+aa W LEGEND: Lu LU N Z W �, , �� PROPOSED GRIND AND OVERLAY W S N PROPOSED PCC RAMP / No vibe within MWD GROSS GUTTER / SPANDREL NOTE: I ALL STRIPING, LEGENDS, AND REFLECTORS SHALL BE Rif INSTALLED IN TO CURRENT CAITRANS STANDARD OTHERWISE SPECIFIED PLANS A2OA-A20F, UNLESS _ 40' 20' G 'w. _ SCALE: 1"= 40' 1v/ CITY OF FONTANA, CALIFORNIA ESP, cm of FOrvTANA STREET IMPROVEMENT PLAN DATES �y PUBLIC WORKS DEPARTMENT SCLLE: DRAWN BY: B.C. NOV-2023 8353 SIERRA AVENUE TnaA .0 JURUPA AVENUE Na 63108 FONTANA, CA 92335 B•C E' SHOWN DATE * (sos} 3so-7Bao oESICNm av: PAVEMENT REHABILITATION ��; oESIGNEO BV: TR. NOV-2023 efy l� fanlonac p. T.R. CONSTRUCTION SHEET tt/17/23 DATE �a caLt.r:r(`-.E:{R.-- FONTANA cREcKEo a: AraRovEo e: — OATE12/12/z2 owunucr�.: ¢ REVISIONS CHECKED BY: T.R. NOV -2023 C A ]. I }' h R It 1 A T.R. 4 7 O O N = 2 Q0 cc �CL Z 0 J W 2 W UU) a DE, Z ��u 4 DATE'gp�FEssr�gf PUBLIC WORKS DEPARTMENT T �SREY CITY OF FONTANA DRAWN DY: H.C. NOV L2023 6353 SIERRA AVENUE DIAL. TWO VDRK ING 3 � N. 63106 � FONTANA, CA 92335 BEFORE nA% HCFDRE 2 DATE �[ (gas) 350-7600 YOU DIG Y.0 DESIGNED BY: T.R. NOV-2023 °It'll (anto�ocaq- T!]LLEPEE 1-Bi10-227-2600 I DATE ,1�. I�d.T, FONTANA A PUBLIC SERVICE BY FIN➢ERGRRUN➢ SERYi CE ALERT Nn MATH REVISIONS CHECKED MY T.R. NOV -2023 C: A 1. 11' 0 R N I A DATE 1ht, Li--� P R CT: zLi SIGNATURE: CONSTRUCTION NOTES: to-GRIN. (COLO-MILL) LXISTING ASPHALT CONCRETE PAVEMENT 2" AND CONSTRUCT ASPHALT CONCRETE OYEkLAY 2", PER CITY OF FONTANA STD. PLAN NO. 1008. o-- SAWCUT, REMOVE, AND CONSTRUCT PCC CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 1003, INCLUDING CURB AND GUTTER, 2' WIDE FULL DEPTH AC SLOT PAVING, FROM BCR TO ECR AS SHOWN, AND SPANDREL/CROSS GUTTER, 1F REQUIRED, PER CITY OF FONTANA STD. PLAN NO. 1013, SECTION B-B. So- FURNISH AND INSTALL DETECTABLE / TACTILE WARNING SURFACE, 4'-2" WIDE BY S-O" DEEP. (SURFACE APPLIED). V ADJUST EXISTING WATER/GAS VALVE TO GRADE. PAYMENT TO BE INCLUDED IN PAVING ITEMS AND WILL NOT BE PAID SEPARATELY. o- ADJUST EXISTING MANHOLE TO GRADE PER GREEN BOOK SECTION 403 AN. CITY OF FONTANA STD. PLAN NO. 2000, INCLUDING FINISH PAVING. PROTECT IN PLACE. PROPOSED GRIND AND OVERLAY PROPOSED POD RAMP / CROSS GUTTER / SPANDREL NOTE: ALL STRIPING, LEGENDS, AND REFLECTORS SHALL BE INSTALLED IN -KIND TG CURRENT CALTRANS STANDARD PLANS A20A-A20F. UNLESS OTHERWISE SPECIFIED 40' 20' 0 4D' Tool SCALE: I"= 40' CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWNBY, JURUPA AVENUE s As SHOWN 'mGNm �: PAVEMENT REHABILITATION -Rom, T.R. CONSTRUCTION SHEET 11/17/23 CHECKED 9Y, APPRC M aY: �- °PAWING NO.: 5 T.R. OATS 12/12/23 5 T 1 ---. Lal a 1 t I I Q I _ �D Ho 7Yrlu Tvo worzKrNr 3 REDIG You ¢le TOLL FREE F-SOD-227-2fi06 1 A PUBLIC SERVICE HY Uw➢ERCdfDUN➢ SCRY7LE ALERT .._ _ REVISIONS ®AT *NITURE: CT:24- I IQ 0 t_ -L Nw I 'o z �m xw uw aU) I� CONSTRUCTION NOTES: to-GRIND (CCL1)-MILL) EXISTING ASPHALT CONCRETE PAVEMENT 2" AND CONSTRUCT ASPHALT GONCRETE OVERLAY 2 PER CITY OF FONTANA STD. PLAN NO. 701A. �- SAWCH7. REMOVE, AND CONSTRUCT PCC CURB RETURN ACCESS RAMP PLR CITY OF FONTANA STD. PLAN NI 1003, INCLUDING CURB AND GUTTER, 2' WIDE FULL DEPTH AC SLOT PAVING, FROM SCR TO ECR AS SHOWN, AND SPANDREL/CRDSS GUTTER, F REQUIRED, PER CITY OF FONTANA STD, PLAN NO. 1013, SECTION B-S. So- FURNISH AMC) INSTALL DETECTABLE / TACTILE WARNING SURFACL, 4'-2- WIDE BY 3'-C" DEEP. (SURFACE APPLIED). 4a-- ADJUST EM54 NG WATER/GAS VALVE 70 GRADE. PAYMENT TO BE INCLUDED IN PAVING ITEMS AND Wilt NOT BE PAID SEPARATELY. o- ADJUST EXISTING MANHOLE TO GRADE PER GREEN BOCK SECTION 403 AND CDY OF FONTANA STD. PLAN NO. 2CCO, INCLUDING FINISH PAVING. PROTECT IN PLACE. 3 T �yy4 F77FY O7rW RFDT:FAFONTANA DATE _y^ 4 PUBLIC WORKS PEVENUE 8353 SIERRA AVENUE DRAWN BY'. B.C. NOV -2➢23 9 B.C. hw, 93106 FONTANA, CA 92335 DATE (909) 354-7600 DESIGNED B DESIGNED BY: T.R. NOV-202f-tan —y- T.R. cats FONTANA CHECKED I DATE — I:, T.R. CHECKED SY: T.R. NOV-2023 - � CA 1.I FOR IN I AI PROPOSED D OVERLAY r-vr-rrrrrrr+r' PROPOSED SPANDREL NOTE; ALL STRIPINC, LEGENDS, AND REFLECTORS SHALL DE INSTALLED IN -KIND TO CURRENT CALTRANS STANDARD PLANS A20A-A26F, UNLESS OTHERWISE SPECIFIED 40' 20' 0 40' SCALE: 1 "= 40' CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN VURUPA AVENUE Sins SHOWN PAVEMENT REHABILITATION �1/17/23 CONSTRUCTION SHEET PPPR04E0 BY; _ DATE: 12/12/23 DRAIYDJG MG.: 6 O O CY IM N F r a� IL �O z H J W 2 LLJ Uin a m 1_ LT r� Lu I — Aw 4 U. CONSTRUCTION NOTES GRIND (COLD —MILL) EXISTING ASPHALT CONCRETE PAVEMENT 2' AND CONSTRUCT ASPHALT CONCRETE OVERLAY 2°, PER CITY OF FONTANA STD. PLAN NO. 1005, ^ SAWC UT, REMOVE, AND CONSTRUCT POD CURB RETURN ACCESS L`T RAMP PER CITY OF FONTANA Sill. PLAN NO. IC03, INCLUDING CUR$ AND GUTTER, 2' WIDE FULL DEPTH AC SLOT PAYING, FROM BCR TO ECR AS SHOWN, AND SPANDREL/CROSS GUTTER, IF REQUIRED, PER CITY OF FONTANA STD. PLAN N0. 1013. SEC71CN E—S. So- FURNISH AND INSTALL DETECTABLE / TACTILE WARNING SURFACE, 4'-2" WIDE BY T—O" DEEP. (SURFACE APPLIFD). O— ADJUST EXISTING WATER/GAS VALVE TO GRADE. PAYMENT TO BE INCLUDED IN PAVING (TEAS AND WILL NUT BE PAID SEPARATELY. o- ADJUST EXISTING MANHOLE TO GRADE PER GREEN BOOK SECTION 403 AND CRY OF FONTANA STD. PLAN NO. 2000. INCLUDING FINISH PAVING, PROTECT IN PLACE. LEGEND: PROPOSED CRIND AND OVERLAY PROPOSED PCC RAMP / CROSS CUTTER / SPANORFL NOTE: ALL STRIPING, LEGENDS, AND REFLECTORS SHALL BE INSTALLED IN —KIND TO CURRENT CALTRANS STANDARD PLANS A20A—A20F, UNLESS OTHERWISE SPECIFIED 40' 20' 0 40' SCALE- 1 = 40' DE,m.,`�Ro� 6 T CITYOFFONTANA, CALENT PLAN s .9ce�E�'`� STREET IMPROVEMENT PLAN 4 DATE ``T j`SFREr k4 PUBLIC WORKS DEPARTMENT DRAWN BY: �: 111 BJ53 SIERRA AVENUE JURUPA AVENUE AS SHOWN DRAWN BY: B.C. NOV 2023 g N.. B310fi �' B.C. DIAL iTWD WORKING ➢6YGRE➢ Ef: 7EFEIRE �11AY5 BEFORE s F{NTANA, CA 9233s PAVEMENT REHABILITATION �,�; DATE 909 350-7soo CONSTRUCTION SHEET 11/17/73 YUU DiU YDu BIG 2 DESIGNED BY: T.R. NOV-2023 ,��,C1y11 �' fnniano gev TR NOV �2023 TOLL FREE 1-BOO-P27-2600 1 DATE �uLlf FONTANA crlmKm BY: ARPRwEo er: Jd_Z_ DRAWING No.:7 A FUGLIE SERVICE BY UN➢ERGR➢UNO. DATE REV131flNb CHECKED BY: N➢ SERVICE ALERT '�'f '-' C A L L 1: 0 R IN A T.R. pATF: 12/12 /23 7 T.R. LT 0 0 NLu VE w W z w ; _.I Lu - xcl) U a g Tc)T DIAL TIID 4ERKING BEFORE ➢AYSUBd IGRE YOU D1G Tl- FREE 1-80C-227-2600 A PUBLIC SERVILE HY Ii.V➢ER4RDIIN➢ SERYICF ALERT 4' 9 2 1 REVISIONS LLI :7 Q I Q LLJ paa�[sslq� onTE DRAWN BY: B.C. NOV -2D23 t Nu. 53106 DATE DESIGNED BY: T.R. NOV2023 CIy1L �' DATE ryLli CHECKED BY: T.R. NOV 2023 CRY OF FONTANA PODUC WORKS DFPARTMENIT B353 SIERRA AVLNUF FONTANA, CA 92335 (909) 350-7600 TONI¢n¢c¢.J9Y f DATE: PROJECT: SIGNATURE: _ CONSTRUCTION NOTES: to-GRIND (COLD —MILL) EXISTING ASPHALT CONCRETE PAVEMEPIT 2" AND CONSTRUCT ASPHALT CONCRETE OVERLAY 2", PER CRY OF FONTANA STD. PLAN NO. 1008. �— SAWCUT, REMOVE, AND CONSTRUCT PCC CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD, PLAN N0. 1003, INCLUDING CURB AND GUTTER, 2' WIDE FULL DEPTH AC SLOT PAVING, FROM BC TO ECR AS SHOWN, AND SPANDREL/CROSS GUTTER, IF REQUIRED, PER CITY OF FONTANA SEC. PLAN NO. 1013, SECTION B—B. FURNISH AND INSTALL DETECTABLE / TACTILE WARNING SURFACE. 4'-2' WIDE BY 3'-0' DEEP. (SURFACE APPLIED). a— ADJUST EXISTING WATER/GAS VALVE TO GRADE. PAYMENT TO BE INCLUDED IN PAVING ITEMS AND WILL NOT BE PAID SEPARATELY. o- ADJUST EXISTING MANHOLE TO GRADE PER GREEN BOOK SECTION 403 AND CITY OF FONTANA SM. PLAN NO. 2000. INCLUDING FINISH PAVING. o-- PROTECT IN PLACE. LEGEND: PROPOSED GRIND AND OVERLAY PROPOSED PCC RAMP / CROSS GUTTER / SPANDREL NOTE: ALL STRIPING, LEGENDS, AND REFLECTORS SHALL BE INSTALLED IN —KIND TO CURRENT CALTRANS STANDARD PLANS A20A—A2CF, UNLESS OTHERWISE SPECIFIED 4C' 20' 0 40' SCALE: 1 "— 40' T CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWN Dy' JURUPA AVENUE wA DESIGNED B.BY, PAVEMENT REHABILITATION �s srlowN T,R, CONSTRUCTION SHEET 11/17/23 FONTANA ONECKEO BY: APPROVED BY: �_ DATE:1a112/23 OFAWI� NO..