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HomeMy WebLinkAbout24-010 Southridge Grid 53- Redline Drawings (2)i t� 10 SAN BERNARDINO FREEWAY 4 VICINITY MAP J SHEET INDEX: CITY OF FONTANA SOUTH RIDGE PAVEMENT REHABILITATION 1. TITLE SHEET 2. GENERAL NDTES 3. CONSTRUCTION SHEET —CITRUS AVE. CYPRESS AVE, WINOCHIME LN, SPRINGROCK LN. TRATWINDS OR, VALLEYVALE DR. AND HIDEAWAY LN, 4, CONSTRUCTION SHEEP —ELLIE LAKE ST. COOLWATLR LA, OLD SPRING RD, APPLEGATE DR, LONE TREE CT, ASPENCLIFF CT, OLD BRIDGE CT. GOLDENTREE AVE. 5. CONSTRUCTION SHEET —TIMBER TERRACE, CYPRESS AVE. WOODS PL. INDEX MAP AS BUILT DATE: PROJECT: 2tA- mo SIGNATURE: K;;tL -� �V� CITY OF FONTANA, CALIFORNIA DEQ ��� Fpplcss,p STREET IMPROVEMENT PiAN 5 FRer C[TY DF FONTANA k4 P 98 C WORKS DEPARTMENT ' 1 DATE ih B353 SIERRA AVENUE IXKAWN �' SOUTH RIDGE F SHOWN DRAWN BY: W.B. DEC -2D23 xe. fi]Ia6 m WB, got ING 3 FONTANA, CA 92335 PAVEMENT REHABILITATION ate; / DRE DATE iF 909 350-7600 DEsaNm B: ( I T.R. TITLE SHEET 12 Bs/zs 2 DESIGNED BY: T,R_ DEC-2423 sq �rvlt Fontcnaco.gav pRAWWG ND.: G 1 1 DATE G GLIfi (l FONTANA CHECKED BY: APPROVED B' � V_ DATE, 1217/23 1 TD��a0 -{ A PCOLIC SERVICE BY UNDERGROHND SERVICE ALLRT NO. DATE REVISIONS CHECKED Sr. T.R. DEC-2D23 J}�' � <�. I�M1A�.,. L: A L l I' 6 R N 1 A T.R. GENERAL. NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD 5PECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (-GREEN BCOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION 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 BOOM, THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT 70 THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINECR- 4. CONSTRUCTION PFRMITS 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 IN PUBLIC RIGHT-CF-WAY WITHIN THE CITY LIMITS, CALL (900) 350-7810 S. 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 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. B- THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5} FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND Off{t OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INOU57RIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR CRDUNO MOVEMENT. 9, NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS 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 EXERC15E PROPER PRECAUTION TO AV010 DAMAGE THERETO THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-BOO-227-260CI TWO WORKING DAYS BEFORE EXCAVATION. 11, THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED 70, GAS, TELEPHONE, ELECTRIC, CABLE TELEMSION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLCOO CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES, 12. THE CONTRACTOR SHALL NOT OPERATE AND FIRE HYDRANT WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER RECUIREMENTS. 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 RE 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. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENT S. MONUMENT TIES AND BENCH MARKS. SHALL BE DONE BY A REGISTERED CIWL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED, MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMEN7 OF THE MONUMENT. 1B. THO CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES - 19- THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF OUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 2C. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WINO VELOCITIES EXCEED 25-MILES PER HOUR - 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL, 22. NO TRENCH BACKPILL SHALL BE 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 REOUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY 15 OBTAINED 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REWIRE TEMPORARY NON- ERODEABLE SWALES 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 TO THE CITY OF FONTANA STANDARD DETAILS, 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. GENERAL NOTES (CONT.): 26. 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 COMPLETTOK 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 CITY ENGINEER. 33. AS -BUILT DRAWINGS SHALL HE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. RIVATE ENGINEER'S NO THE EXISTENCE 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 UTiUTIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS- THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILTIES OR IRRIGATION UNES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON. AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. N0110E TO CONTRACTORS: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO OLFENO, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORT( OF THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCCE OF DESIGN PROFESSIONAL. SURVEY MONUMENT NOTE: SURVEY MONUMENTS THAT EXIST AS SHOWN ON RECORDED MAPS, HIGHWAY MAPS OR POINT$ 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 TO THE START OF CONSTRUCTION. THESE CORNER RECORDS SHALL OESCRIEE THE MONUMENTS FOUND WITH TIE DISTANCES TO REFERENCE POINTS FOR RESETTING OF THE SURVEY MONUMENTS. WHEN CONSTRUCTION IS COMPLETED, MONUMENTS SHALL BE SET AND CORNER RECORDS SHALL BE FILED WITH THE COUNTY SURVEYOR SHOWING THE NEW MONUMENTS - CONTRACTOR'S RESPONSIBILITY FOR SAFETY: IN SUBMITTING A BID FOR THIS WORK THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPCNSlEIL17Y FOR JOB SITE CONDI7ONS DOPING THE COURSE OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS RECUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UNITED 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 BNGINFER. LEGEND F SYMBO S AND A REVIATI NS: _FF EXISTING FIRE HYDRANT ABAND— ABANDONED INV INVERT NW° EXISTING WATER VALVE AC ASPHALT CONCRETE LF LINEAR FEET .NF EXISTING POWER POLE AP ANGLE POINT MH — MANHOLE MB C — EXISTING MAILBOX SC BEGINNING OF CURVE PCC— PORTLAND CEMENT CONCRETE tl4NM 0 --- EXISTING WATER METER OCR— BEGIN CURB RI=TURN PRO— POINT OF REVERSE CURVE EXISTING EDGE OF PAVEMENT CB CATCH BASIN S — SLDFE EXISTING TRPE OF CURB FACE SO STORM DRAIN EXISTING PALM TREE CL CENTERLINE STA STATION ' --- EXISTING SHRUB/PLANT EC END OF CURVE TO — TOP OF CURB --o EXISTING STREET LIGHT ECR— ENO CURB RETURN WM — WATER METER ti H EXISTING MANHOLE ELEV— ELEVATION ® EXISTING SURVEY CONTROL FH --- FIRE HYDRANT R/W — EXISTING RIGHT-OF-WAY FL FLOW LINE ® CURB RETURN REMOVAL AND REPLACEMENT FS — FINISH SURFACE PROPOSED 2- AC GRIND AND OVERLAY CB — GRADE BREAK ®--- PROPOSED AC SLURRY GUTH — GUTTER CONSTRUCTION NOTES: (D— GRIND () EXISTING CONCRETE PAVEMENT 2-. AND CONSTRU TLASPHALT CONCRETE TOVERLAY 2" PER CITY OF FONTANA STD, PLAN NO. 1G06, SAWCUW, REMOVE, AND CONSTRUCT PCC CURB RETURN ACCESS RAMP PER Clri OF FONTANA STD, PLAN NO. ICC3, INCLUDING CURB AND GLITTER, 2' WIDE FULL DEPTH AC SLOT PAVING, FROM ECR TO ECR AS SHOWN, AND SPANDREL / CROSS GUTTER, IF REQUIRED, PER CITY OF FONTANA $ID. PLAN NO. 1013, SECTION B-B. (D3 ADJUST EXISTING WATER/GAS VALVE TO GRADE. PAYMENT TO BE INCLUDED IN PAVING ITEMS AND WILL NOT BE PAID SEPARATELY. ADJUST EXISTING MANHOLE TO GRADE PER GREENBOOK SECTION 403 AND CITY OF FONTANA 571). PLAN NO. 2000, INCLUDING FINISH PAVING. (�. FURNISH AND INSTALL DETECTABLE / TACTILE WARNING v SURFACE. 4'-2" WIDE BY 3'-O" OEEP. (SURFACE APPLIED). AS BUILT DATE: IG z PROJECT: z -© o SIGNATURE. NCudw��n- O 6 CITY OF FONTANA, CALIFORNIA DEAmE�� 5 pP 6�1REYk CITY OF FONTANA STREET IMPROVEMENT PLAN n �' 's PUBLIC WORKS DEPARTMENT `�' 4 DATE 7k PUBLIC SIERRA AVENUE GBAWN Rr, SOUTH RIDGE AS SHOWN 3 DRAWN BY; w0. DEG-2023 W. 63,06 FONTANA, CA 92335 W.3 PAVEMENT REHABILITATION DIAL TVO VDRKTNG DATE (909) 350-7600 � oWTE. HEFORE HAYS 9EFOkE 2 T.R.GENERAL NOTES 12/05/23 ydH DIG Ytlll DIG DESIGNED BY: T R- DEC 20?3 � Q' GUF FA lonlanaco.gov CHECKED BY APp—D tA': -- 2 DRAWING H0 TOLLFREE 1-B00-227-2600 1 DATE -r: ,.�--I,_�,'. FONTANA NITANA T.R. _,�..,_+�.- TIATE:L2/7/23 z , A PUBLIC SERVICE BY IRIDERGROLIND SERWTCD ALERF Nfl F,AT REVISIONS CHECKED BY: T.R. DEC-2023 _ W j VALLEYVALE ❑R -' I 4 tiZLU IR Uj Mir - -_ Vll� - r - - w 1I LU Li �, N I l I � �\ Z 0 TES: CONSTRUCTION NO � - R _ 1 GRIND (COLD -MILL IXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT' APHALT CONCRETE CVERLAY 2 MIN.} PER CITY OF FONTANA STD. PLAN NO. 1008. \ `\9G` -\ \ \ i • /�� - (�} SAWCUT, REMOVE, AND CONSTRUCT PCC CURB RETURN ACCESS LEGEND: RAMP PER CITY OF FONTANA STD. PLAN NO, 1003. INCLUDING \ - CURR AND CUTTER, 2' WIDE FULL DEPTH AC SLOT PAVING, FROM 13CR TO ECR AS SHOWN, AND SPANDREL / CROSS PROPOSED GRIND AND OVERLAY - CUTTER, IF REQUIRED, PER CITY OF FONTANA STD. PLAN NO. 10 13, SECTION B-B. O3 — ADJUST EXISTING WATER/GAS VALVE TO GRADE. PAYMENT TO BE PROPOSED PGC RAMP/ INCLUDED,IN PAVING ITEMS AND WILL NOT BE PAID SEPARATELY. CROSS GUTTER/SPANDREL \ _ 4�ADJUST EXISTING MANHOLE TO GRADE PER GREENBOOK SECTION 403 AND CITY OF FONTANA STD. PLAN N0. 2000, INCLUDING \ _ FINISH PAVING. L=l FURNISH AND INSTALL DETECTABLE / TACTILE WARNING \ SURFACE, V-2" WIDE BY 3�-C" DEEP. (SURFACE APPLIED). NOTE: 1. ALL STRIPING LEGENDS, AND REFLECTORS SHALL BE INSTALLED \ T•!�\ 1/� �' C 1 V IN -KING TO CURRENT CASTANDARD PLANS A20A-A2DF S✓J.. 'v V UNLESS OTHERWISE SPECIFIED. IFlED. qp' Zp' 0 40' 2. PAVING ASPHALT ON CYPRESS AVENUE SHALL BE C2 PG-70-10.ETS Removed THE ASPHALT FOR ALL OTHER STRESHALL BE C2 PG-54-10. SCALE' 1 40� Poured return 1 spandrel AS BUI T ■ ^ W f ■ )JECT: NATURE: Av D07, s^vim mCITY OF FONTANA, CALIFORNIA Poured ramp m��� 5 �yTRe�vr"cmOF FONTANA STREET IMPROVEMENT PLAN���lll��l ���SSS 4 DATE +4 Pll8LIC WORK5 DEPAR7MENT uRAWN BY: SOUTH RIDGE q5 SHOWN W.E. PEG -2023 5353 SIERRA AVENUE ty.B. DPAWN BY: I». 03105 FONTANA, CA 9233s PAVEMENT REHABILITATION mm. DIALTWO VORKING 3 DATE (909) 330-760G OF9cNED EY BEFORE EArouBoicRE 2 DESIGNED9Y: T,R, DEG-2o23 R rlylG �' (ontonoca.gov T.R. CONSTRUCTION SHEET 12�05/23 YOU DIG �. GARFONTANAoRAmwc wp» T OI.L FREE I-R09-227-PG00 1 DATE t T.x _..:„ I,.{s• cHeLKm W. APPRWED I31': .�Lw DATE: 1211123 1 A PUBLIC SERylff BY UNDERGRamb SERVILE ALERT T.R. DEC -2E123 -� C: A L.1 i' O Il n I A 7.R. 3 n1n nArE REVl510N5 CHECKED EY' a 1�O I -+ a — f Lu 7V- W74 -r- \ ,y, I q �...: •-lam ' ��-' 1 :: �_ - - / CONSTRUCTION NOTES: LEGEND. D1GRIND (COLD -MILL) EXISTING ASPHALT CONCRETE PAVEMENT 2', AND CONSTRUCT ASPHALT CONCRETE OVERLAY 2" MIN.) PER \ F \\ CRY OF F STD. PLAN N0. 1008. PROPOSED GRIND AND OVERLAY � SAWCUT, REMOVE. AND CONSTRUCT POD CURB RETURN ACCESS RAMP PER Cltt OF FONTANA STD, PLAN NO. 1003, IKCLUDING / CURB AND GUTTER, 2' WIDE FULL. DEPTH AC SLOT PAVING, FROM OCR TO ECR AS SHOWN, AND SPANDREL / CROSS PROPOSED PCC RAMP/ GUTTER, IF RE4UIREU, PER CITY OF FONTANA STD. PLAN N0. ___7_ CROSS GUTTER/SPANDREL 1013, SECTION O-B. .e o- ADJUST EXISTING WATER/OAS VALVE TO GRADE. PAYMENT TO BE INCLUDED IN PAVING ITEMS AND WILL NOT BE PAID SEPARATELY. NOTE: ADJUST EXISTING MANHOLE TO GRADE PER GREENBOOK SECTION / 403 AND CITY OF FONTANA STD. PLAN NO. 2000, INCLUDING 1. ALL STRIPING, LECENDS, AND REFLECTORS SHALL BE INSTALLED FINISH PAVING. IN -KIND TO CURRENT CALTRANS STANDARD PLANS A20A-A20F, UNLESS OTHERWISE SPECIFIED. So- FURNISH AND INSTALL DETECTABLE / TACTILE WARNING 2. PAVING ASPHALT ON CYPRESS AVENUE SHALL BE C2 PG-70-10, SURFACE. 4'-2" WIDE BY 3'-D" DEEP. (SURFACE APPLIED). 40 20 0 THE ASPHALT FOR ALL OTHER STREETS SHALL DE C2 PG-64-10. SCALE: 1 "= 40' CYPRESS AVE Ln W iLu W W W W U a AS BUILT DATE: PROJECT: zit-oto SIGNAT,URE: H ,� E- D�\ �J�sl� B CITY RE FONTANA, ENTCALIFORNIAPLAN 6 �4F�Eu,�� NA STREET IMPROVEMENT PLAN i�`RREY 4 PUBLIC WORKS DEPTY OF ARTMENT mar. SOUTH RIQGE q DA iF 8353 SIERRA AVENUE DRAww �� AS SHOWN DRAWN BY'. W.B. DEC -2+]23 �, g3108 FONTANA, CA 92335 IM PAVEMENT REHABILITATION DAW, DIAL TVD 110RKING 3 DATE 909 350-7600 DESIGNED Rr: BEFURE nnrs sEFDRE 2 ( > T.R. CONSTRICTION SHEET 12/05/23 YOU DIG YDU DIG DESGNEDBY: T.R. DEC-2023 �� YV4 fanfcncca.gaV FONTANA TOLL EREE 1-8 -2 1 DATE yF - J r� _ CHECKED W. APPRD'/m Br: _- _ DATE: 12/7123 41 A PJI SERVTCE BY UNnERGRI]mn SERVICL ALERT T.R. DEC -2023 �: f I is A [. I I'' fJ LI 1 A T.R. N[i. DATE TREVE5EDN5 CHECKED BY: APPLEGATE DR !1 I � I f f I I 1 s5 + I rx I �CONSTRUCTION NOTES: `-� AND CONSTRUCTILASPHA_ CONCRETE OVERLAY 2E MIN.) PER 2 GM OF FONTANA STD. PLAN NO. 1006. 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 OCR TO ECR AS SHOWN, AND SPANDREL / CROSS GUTTER, IF REQUIRED, PER CITY OF FONTANA STD. PLAN NO. 1013. SECTION E-S. lvJ ADJUST EXISTING WATER/GAS VALVE TO CRADE. PAYMENT TO BE INCLUDED IN PAVNG ITEMS AND WILL NOT BE PAID SEPARATELY. ADJUST EXISTING MANHOLE TO GRADE PER GREENROOK SECTION 4Q3 AND CITY OF FONTANA STD. PLAN NO. 2000, INCLUDING FINISH PAVING. $a--- FURNISH AN0 INSTALL DETECTABLE / TACTILE WARNING SURFACE. 4 -2' WIDE BY 3'-0' DEEP. (SURFACE APPLIED). PROPOSED GRIND AND OVERLAY .. .. uPOSEU • as RAMP/ CROSS CUT7ER/SPANDREL ��+�+0*+*++++J+O+.+.+0 NOTE: 1. ALL STRIPING. LEGENDS, AND REFLECTORS SHALL BE INSTALLED IN -KIND TO CURRENT CALTRANS STANDARD PLANS A20A-A20F, UNLESS OTHERWISE SPECIFIED. 2. PAVING ASPHALT ON CYPRESS AVENUE SHALL BE 02 PG-70-10. THE ASPHALT FOR ALL OTHER STREETS SHALL RE C2 PC-64-10. D�U �' � 45 1 DATE a fssrp PUB IC WORKG D PARTMENT ^�� EFPFY M CIO' OE FONTANA 8353 SIERRA AVENUE DRAWN DRAWN BY: W.B. DEG -207a `� Na 63106 W.B. DIAL4P WORKTN6 8 FONTANA, CA 92335 055ICIED IX' BEFp7)aAYS eEFDREDATE (909) 350-7500YOU rI. DIG 2 DESIGNED BY: T.R. DEC 202n ��IVI���r fontanacc.gnv _ FONTANA ED E qr OIL1{ CHECKED rnu FREE 1-Bd0-227-2600 1 DATE —S 1: (; A L I P O R h 1 A T.R. A PURLTC SERVTCE HY ONGERGRnDNn SERVICE ALERT NO. DATE REVISIONS CHECKED 6Y: T.R. DEC -2023 - AS BUILT DATE: PROJECTILi- GIGNATURE: H i 40' 20' 0 40' SCALE: 1 "= 40' CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN SOUTH RIDGE ins SHOWN PAVEMENT REHABILITATION CONSTRUCTION SHEET °"12/05/23 APPROVED RY: DRO NO NO.: rJ 'e_ DATE: 12/l/23 CJ 7