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HomeMy WebLinkAbout3964-1GENERAL NOTES 1. ALL WORK SHALL BE /N ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROWISIONS AND THE STANDARD SPEC/FICA 77ONS FOR PUBLIC WORKS CONSTRUCTION ("GREENBOOK"), ALL REFERENCE SPEC/F/CA 77ONS AND STANDARDS SHALL BE 771E LA 7FST ED177ON UNLESS 07HERW/SE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EX/ST /N 7HE CONTRACT DOCUMENTS THA T CAN NOT BE RESOL VED BY REFERENCE TO PRECEDENCE PRO VIS/ONS /N 771E "GREENBOOK", THE CONTRACTOR SHALL IMMED/A 7FL Y REPORT SA ID CONFL/CT TO 7HE CITY ENG/NEER FOR RESOLUROM 3. ALL MA TER/ALS AND METHODS ARE SUBJECT TO THE APPROVAL OF 771E CITY ENG/NEER. 4. C0NS7RUC770N PERM/TS SHALL BE OBTAINED FROM 7HE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENG/NEER/NG D/VIS/ON PR/OR TO 771E START OF ANY WORK. /NSPEC77ON COORD/NA 77ON SHALL BE REOUES7ED A T LEAST TWO WORK/NG DA YS PR/OR TO THE START OF ANY WORK /N PUBLIC RIGHT -OF -AA Y WI THIN THE CITY LIMITS. CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFF/C CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED /N 7HE STA 7F OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LA TEST NON -METRIC EDI77ON UNLESS OTHERWISE DIRECTED BY 771E CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DEL/NEA TORS OR OTHER TRAFFIC CONTROL DEVICES A T ALL TIMES. 7. 771E CONTRACTOR SHALL OBTAIN A PERM/T TO PERFORM EXCA VA 77ON OR TRENCH WORK FOR 7RENCHES 5 FEET OR GREA TER /N DEPTH FROM THE CALIFORNIA STA 7F DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCA VA TIONS GREA 7FR THAN F1 VE (5) FEET /N DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF 771E GROUND OR 077AER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DMS/ON OF INDUSTRIAL SAFETY OF THE STA TE OF CALIFORNIA. 7RENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN 771E P07FN77AL EX/STS FOR GROUND MOVEMENT. 9. NO MA 7FR/AL OR EQUIPMENT SHALL BE STORED /N THE PUBLIC RIGHT OF WA Y W/ THOUT OR TA/N/NG A SEPARA TE PERM/T FOR THAT PURPOSE. 10. 771E LOCA TIONS OF U77LI77ES SHOWN HA VE BEEN DE7ERM/NED FROM A VAILABLE /NFORMA TION, HOWEVER, /T SHALL BE THE RESPONS/B/L/TY OF 771E CONTRACTOR TO DE7FRM/NE, /N THE FIELD, THE 7RUE L SCA 77ON AND ELEVA 77ON OF ANY EXIS77NG U77LI RES, AND TO EXERCISE PROPER PRECAU77ON TO A VOID DAMAGE 7HERETO. THE CON 7RACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT A T 1-800-227-2600 TWO WORKING DA YS BEFORE EXCA VA 770N. 11. 171E CONTRACTOR SHALL COORD/NA 7F CONSTRUC77ON WITH ALL U77LITY COMPANIES INCLUDING, BUT NOT LIM17FD TO GAS, 7FLEPHONE, ELEC7R/C, CABLE 7FLEWS/ON, LANDSCAPING, LANDSCAPE /RR/GA 770N, DOMES77C WA 7FR. RECLAIMED WA 7FR, SEWER, STORM DRA IN, FL 000 CON7ROL AND CAL TRANS. ALL U77LI TY COMPAI N/ES SHALL BE GI VEN TWO WORK/NG DA YS NO77CE PR/OR TO WORK AROUND THEIR FAC/LIT/ES. 12. 771E CONTRACTOR SHALL NOT OPERA 7F ANY FIRE HYDRANT OR WA 7FR MA IN VA VES W/THOU T APPROPR/A 7F AGENCY AUTHOR/ZA 770N. CONTRACTOR SHALL COORD/NA 7F WITH THE APPROPR/A TE WA 7FR COMPANY FOR VA VE OPERA 77ON ANY WA 7FR REQUIREMEN7S. 13. CURVE DA TA REFERS TO 171E FACE OF CURB. 14. STA 770N/NG REFERS TO THE CEN 7FRLINE OF S7REETS EXCEPT WhERE 07HER{WSE NO7FD. 15. ADEQUA7F CONS7RUCT/ON CON7ROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR CONS7RUCT 771E WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONS/BLE FOR THE PRESERVA 77ON OF BENCHMARKS AND CONS7RUC770N C0N7ROL STAKING DURING CONS7RUC770N. 16. 7HE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT 77ES OR BENCH MARKS WITHOUT PR/OR NO77F/CA 77ON TO 771E CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CON7ROL, INCL UD/NG SURVEY MONUMENTS, MONUMENT 77ES AND BENCH MARKS, SHALL BE DONE BY A REGIS7ERED Cl VIL ENG/NEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THA T WILL BE DES 7ROYED AS A RESUL T OF THIS CONS 7RUC77ON SHALL BE REPLACED. THE CONTRACTOR SHALL NO77FY THE ENGINEER ONE WEEK PR/OR TO CONSTRUC77ON SO THA T 77ES TO MONUMENT'S CAN BE ESTABL/SHED FOR LA 7FR REPLACEMENT OF THE MONUMENT. 18. THE CON7RACTOR SHALL MAINTAIN ACCESS FOR LOCAL RES/DENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED A T ALL 77MES /N THE CONSTRUC77ON AREA FOR RES/DENTS AND EMERGENCY VEHICLES. 19. 771E CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFEC77VE MEANS OF DUST CONTROL, /NCLUD/NG ADEQUATE WA7FR/NG, AT ALL TTMES, 20. ALL GRA DING OPERA 77ONS SHALL BE D/SCON77NUED WHEN SUS TA/NED WIND VELOCI77ES EXCEED 25 M/LES PER HOUR. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCA VA 7ED MA 7FR/AL, MUD, SIL T OR DEBRIS TO BE DEPOSI TFD TO PUBLIC OR PRI VA 7F PROPERTY ADJACENT TO 7HE RIGHT OF WAY DURING CONS TYUC77ON WITHOUT PRIOR WRIT7FN APPROVAL. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF 771E CITY INSPECTOR. 23. A GE07FCHN/CAL ENGINEER SHALL CER77FY ALL BACKFILL COMPAC770N. FA/LURE TO OBTAIN THE REWIRED DENS/TY SHALL REQUIRE RE-WORK/NG OF THA T POR 77ON OF THE WORK UN 77L 7HE SPECIFIED DENS/TY IS OR TA/NED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPEC77ON OF 771E S/7F 771E CITY ENG/NEER MA Y REQUIRE 7FMPORARY NON-ERODEABLE SWALES EN7ER/NG OR LEA VING IMPROVEMENTS. 25. THE F/NAL L OCA TION AND WIDTH OF DRI VEWA Y APPROACH APRONS SHALL BE APPRO VED A T 171E TIME OF CONS 7RUC77ON AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR AND FINISH TO MATCH EX/STING CONCRE7F 27. 771E SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB A T THE LOCA 77ON OF 171E SEWER LA 7FRAL. 28. NO CONCRE7F SHALL BE PLACED UN 77L 771E FORMS AND REINFORCING STEEL HA VE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND U77LI77ES SHALL BE INSTALLED, 7F57FD AND APPROVED PR/OR TO PA WING OF STREETS 300, APPROVED SOIL S7FR/LANT /S REQUIRED UNDER ALL NEW ASPHAL T PA WEMENT PR/OR TO PLACEMENT. 31. PAVEMENT S77?UC7URAL SECTIONS SHOWl`V ARE MIN/MUM AND SUBJECT TO REVS/ON AND APPROVAL OF 771E CITY ENGINEER AS DETERMINED BY SO/LS TESTS TAKEN AF7FR COMPLE77ON OF ROUGH GRAD/NG. 32. AC7UAL THICKNESS OF A. C. PA VEMENT AND/OR BASE COURSE MA 7FR/AL FOR S7RUCTURAL STREET SEC 77ONS SHALL BE RECOMMENDED BY A GE07FCHN/CAL REPORT AND SUBMITTED TO 771E CITY OF FONTANA FOR APPROVAL UPON COMPLE77ON OF ROUGH GRAD/NG. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VA VE BOXES SHALL BE RA/SED TO FINISHED GRADE BY 771E PA WING CON 7RACTOR UPON COMPLE77ON OF PA WING. 34. UPON COMPLETION OF CONS77?UC770N, CONTRACTOR SHALL RESTORE ALL SIGNING, S7R/PING, BARRICADES, AND 07TAER 7RAFF/C CON7ROL DEVICES TO 771E SA 77SFAC77ON OF 7HE Cl TY TRAFF/C ENG/NEER. 35. CONTRACTOR SHALL REL OCA 7F AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY CONS 7RUC77ON TO 771E SA 77SFAC77ON OF THE CITY ENG/NEER. 36. AS -BUIL T DRA WINGS SHALL SE PRO KDED BY 7HE CONTRACTOR TO 771E ENG/NEER OF RECORD, WHO SHALL PROVIDE RECORD DRA WINGS TO THE C/TY ENG/NEER. TOLL FREE -qmmmw- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION I DATE I ENGR.I CITY I DATE RECOfzO DRAW/NG 9-V-071 a -W 10-! CITY OF FONTANA STREET IMPROVEMENT PLAN FOR SANTA ANA AND NVABER/9Y IND LIS TRIA j L CONSTRUCTION NOTES: O1 CONS7RUCT COMMERCIAL DR/VEWA Y PER CITY OF FONTANA 57D. DETAIL 1005A O2 CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD. DETAIL 1015 �3 CONS7RUCT RAMPED CURB RETURN PER CITY OF FONTANA S7D DETAIL 1006 O CONSTRUCT PARKWA Y DRAIN PER APWA STD. DWG. 151-1, S=3' O5 CONSTRUCT FULL DEPTH AC PA VEMENT REMO VA NOTES: OA REMOVE EXIS77NG CURB & GUTTER OB REMOVE EX/ST. STREET TREES CO SAWCUT & REMOVE AC PAI VEMENT BENCHMARK CITY OF FONTANA BY #517 EL EVA 770N.• 981.36 PK NAIL /N POLE #335739E NW CORNER REDWOOD & SANTA ANA E E E INLET INLET o a CL 6(z4) ' �('�� TYPE 2 TYPE 1 E SEE NOTE B cl�- g J) - I I SECTION _ A R/W INLET TYPE 2 T I I I 250 m fi m 1(10„) B a` mm 1 4 DETAIL OF ANCHOR CURE FACE --I - - FL POINT M POINT N 3000 mm (10') TC GRADE LINE AS SHOWN ON PROFILE TOP OF CURB FL - - POINT M POINT N S, mm J BAR SPACING mm 300 12' 240 7" 450 18' 240 1" 600 24' 240 7' 750 30" 240 7- 900 36• 240 7" 1050 42' 210 6" 1200 481 180 5' 1350 54' 225 6-1/2) 1500 60' 180 5•, 1650 66' 180 4" 18D0 72' 120 3-1 2' A PROFILE RECTANGULAR HINGE ''OVER AT TOP OF FRAME FRAME AND (4) COVER PER PIPE PER S: . PLAN IMPROVEMENT 15 OR GRADING B = 75 mm (3•) PLAN E 600 mm� I E I f$ (24") (6') J GALVANIZED STEEL ANGLE. - - _ - - EXIS77NG CURB & GUT7FR ATTN. JACK ✓ARMS SEE MS TO NOTE 81 SECTION (6 B1.11 _ T T.,r , mm CURB FACE FL POINT P POINT Q 3000 mm TOP OF CURB POINT P POINT Q GALVANIZED STEEL % ANGLE / SIDEWALK FINISH MIN FOR S = 750 mm (30") AND LESS, USE 2 m m -_ "BATTER 0 I� ANCHORS. OTHERMSE, USE 3 ANCHORS. (4) 3:12 ,-SEE 40TE PARKWAY DRAIN "OR S = 1200 mm (48') AND LESS, 10 11/2) Lk -� `� 'i= -►kc j B = 75 mm (3•) 0 �_ 150 mm REV. 1899 USE 64x51»9.5 (2-1/2%2%3/8")B'} 12UOTO(_mm (6') X18" W)-- GALVANIZED STEEL ANGLE. - - _ - - EXIS77NG CURB & GUT7FR ATTN. JACK ✓ARMS A TTN.- STEVE HOCK MS TO SECTION A -A 1400 E. PH/LL/PS BL VD. DTHERWISE, B = 100 mm (4"). USE 89x76x12.7 EXISTING POMONA, CA 91766 A TTV.• DA VE JOHNSON ;3-1/2"0%1/2') GALVANIZED STEEL ANGLE. (909) 469-6327 549 EAST SIERRA MADRE A VENUE EMERGENCIES- (800) 427-2200 1 E mE S 150 mm O J BARS ARE #1011 (#3).k SO. CALIFORNIA ED/SON COMPANY FONTANA WA IFR COMPANY TOM o 420 mm t4l3 7951 REDWOOD AVE. A T7N. MICHAEL ✓. MCGRA W 0 12") MAX OC 8440 NUEVO A VENUE m J BARS E FONTANA, CA 92335 4 ♦ 'O (909) 637-1233 - PIPELINES SFFC'TinN R -R AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 151 - 1 EX/ST/NG STREET LIGHT STANDARD PLAN PROMULGATED BY THE PUBLIC WORKS STANDARDS INC. PARKWAY DRAIN METRIC GREEN900K COMMITTEE EXIS77NG FIRE HYDRANT 151-11993 EX/STING U77LITY BOX (AS N07FD) 0 EXISTING STORM DRAIN MANHOLE REV. 1899 I SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION OR 04-039 QUANT/T/ES: 500 SF 3, 600 SF 1 EA 1 EA 70 SF QUANT/TIES: 70 LF 7 EA 70 SF LEGEND: STANDARD PLAN METRIC 151 - 1 EX/ST/NG STREET LIGHT PARKWAY DRAIN EXIS77NG WA 7FR VALVE sO EXISTING SEWER MANHOLE +�+ EXIS77NG FIRE HYDRANT E] EX/STING U77LITY BOX (AS N07FD) 0 EXISTING STORM DRAIN MANHOLE -} EXISTTNG U77LITY POLE 0 EXIS77NG TREE X18" W)-- EXIS77NG U77LITY LINE - - _ - - EXIS77NG CURB & GUT7FR BA SIS OF BEA RINGS BEAR/NGS ARE BASED UPON 7HE CEN7FRL/NE OF SANTA ANA A VENUE AS BE/NG N89 24 20 "W PER PARCEL MAP 7927, RECORDED IN PUB 100/95-97, SAN BERNARD/NO COUNTY RECORDS. NOTES 1. FLOOR OF BOX SHALL BE TROWLED SMOOTH. 2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE 1 BEGINS AT THE TOE RATHER THAN AT THE R/W LINE. 3. FOR OPEN DITCH (TYPE 2), THE 600 mm (24") EXTENSION BEYOND THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 600 mm (24") OR MORE FROM THE R/W LINE; HOWEVER, THE PIPE SHALL EXTEND TO THE R/W LINE IN ANY EVENT. 4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH ADJACENT SURFACE WHERE PRACTICAL. 5. A HEADED STEEL STUD 16 mm x 160 mm WITH A 25 mm HEAD (5/8" x 6-3/8", 1" HEAD) ATTACHED BY A FULL PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR. 6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE IS B + 125 mm (5") AT POINT N AND P. 7. THE 75 mm (3•') LEG OF THE 16 mm (5/8") DIA ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK. 8. SLOPE = 2.0%. 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. HOWEVER, ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 615M STEEL. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA STANDARD PLAN METRIC 151 - 1 7 PARKWAY DRAIN A T77V J4 CK HA YES A T77V. JAMES Z/ENL/NSK/ SHEET 2 OF 2 EX. PROP. EX. R,LW R/W R/W R , W (66) (33) (33) (8) (7) (26) (22) (11) (8) 6„ 6.5' i 1• 5' 3, ,S/W MIN S/W MIN. - i 2 29 TYPICAL SECTION SANTA ANA A VENUE N T.S. Tl= 9 SHOULD CONSTRUCTION OF THE REOUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REOUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT MEANDER/NG (88) Rjw (44) (44) (36) I (36) I (8) 2X-+ L� NOT/CE TO CONTRACTORS CONS 7RUC77ON CONTRACTOR AGREES THA T IN Cccfwriia CourXil ACCORDANCE WITH GENERAL L Y ACCEPTED ��� �¢ i CONSTRUC77ON PRAC77CES, CONSTRUCTION $land Surv¢yorr rf CONTRACTOR WILL B£ REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE COND177ONS DURING THE COURSE OF CONSTRUC77ON OF THE PRO✓ECT, INCLUDING SAFETY OF ALL PERSOA(5 AND PROPERTY,• THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CON77NLIOLISL Y AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSMUC770N CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNEC77ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP77NG LIABILITY ARISING FROM 771E SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. ALL CONTRACTOR AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERA 77ONS SO THAT EMPLOYEES ARE PRO WDED A SAFE PLACE TO WORK AND 7HE PUBLIC /S PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPL Y WITH THE "OCCUPA TIONAL SAFETY AND HEAL TH REGULA 77ONS" OF THF- U. S. DEPARTMENT OF LABOR AND WITH THE STA TE OF CALIFORNIA DEPARTMENT OF /NDUS7R/AL RELA 77ONS "CONSIRUC770N SAFETY ORDERS". THE CML ENGINEER SHALL NOT BE RESPONSIBLE /N ANY WA Y FOR THf' CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. PRIVATE ENG/NEER'S NOT/CES TO CONTRACTORS THE EXISTENCE AND APPROX/MATE LOCA 77ON OF ANY UNDERGROUND U77LI77ES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF A VA/LABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXIS77NG U77LI77ES OR STRUCTURES EXCEPT AS SHOWN ON 7N -SE PLANS. THE ENG/NEER ASSUMES NO L/ABIL /TY AS TO THE EXACT LOCA 77ON OF SAID L/NES NSR FOR U77L/TIES OR IRR/GA77ON LINES WHOSE LOCA 77ONS ARE NOT SHOWN. THE CONTRACTOR SHALL SE RESPONSIBLE FOR NOTIFYING ALL U77LITY AND /RR/GA 77ON COMPANIES PRIOR TO #VRK ON EXCA VA77ON TO DETFRM/NE EXACT LOCA 77ON OF ALL LINES AFFEC77NG THIS #VRI(, WHETHER OR NOT SHOWN HERON, AND FOR ANY DAMAGE OR PRO TEC T/ON OF THESE L/NES. 771E CONTRACTOR SHALL CALL IN A LOCA 77ON REQUEST TO UNDERGROUND SERVICE ALERT (USA.) PHONE 1-800-422-4133 7WO (2) WORKING DAYS PRIOR TO DIGGING. NO CONSTRUC77ON PERMIT ISSUED BY PUBLIC WORKS DEPAR7MENT SHALL BE VALID INVOL VING UNDERGROUND FACIU77ES UNLESS THE APPLICANT HAS AN INQUIR Y IDEN TIFICA TION NUMBER ISSUED B Y U. S A. CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA ADELPH/A (CABLE TV) SBC A T77V.• BR/AN WREN A T77V J4 CK HA YES A T77V. JAMES Z/ENL/NSK/ 8353 SIERRA A VENUE 1205 DUPONT A VENUE 1265 N. VAN BUREN S7REET FONTANA, CA 92335 ONTARIO, CA 91761 SUI TE 180 (909) 350-6632 (909) 390-4738 ANAHEIM, CA 92807 (714) 666-5415 SO. CALIFORNIA GAS COMPANY VER/ZON ATTN. JACK ✓ARMS A TTN.- STEVE HOCK SAN GABR/EL VALLEY 16231 VALLEY BLVD. 1400 E. PH/LL/PS BL VD. WA TER COMPANY FONTANA, CA 92335 POMONA, CA 91766 A TTV.• DA VE JOHNSON (909) 428-8411 (909) 469-6327 549 EAST SIERRA MADRE A VENUE EMERGENCIES- (800) 427-2200 AZUSA, CA 91702-1299 O P.O. BOX 1299 SO. CALIFORNIA ED/SON COMPANY FONTANA WA IFR COMPANY (909) 969-7911 7951 REDWOOD AVE. A T7N. MICHAEL ✓. MCGRA W FONTANA, CA 92335 8440 NUEVO A VENUE ANA A V (909) 820-5598 - UNDERGROUND FONTANA, CA 92335 (909) 875-5100 - TRANSMISSIONS TFL: (909) 822-2201 (909) 637-1233 - PIPELINES FAX: (909) 823-5046 (909) 357-6233 - DISIRIBU17ON SITE TYPICAL SEC77ON MULBERR Y A VENUE N. T.S. ©� 7T=10 QRpF E S SIpNq< V R. 6� F� BB&02 �P 00 PLS NNING CNL;IIJEERING SURVEYING No.41829 o m * Exp. 3/31/06 cI V I �- qTF OF C ALZF pj io Sqv 5,1,16ARDINO FRWY 1035 Milliken Avenue, Suite E Ontario, CA 91761 P: (909) 635-0335 F: (909) 635-0365 www.sboinc"com DRAWN BY: DKW DESIGNED BY: DLW CHECKED BY: OU BROOKS, R. C. E. 41829 EXP, 3/31/0 6 DRB VICINI T Y MAP N T.S. CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN TI TLE SHEET SCALE: SANTA ANA��NUE & MULBERRY AVENUE ' NOTED DATE: --� DR 04-039 08-10-05 PP DRAWING NO.: [L3 9R.C.E. 51152 3 64 Q CL U-) 0 v v Ln CD U-) CD CD OU c� mCD CD m Tp Ln cu Ln cu cd / m Ln 0j / I=) CO RR 1 tSPT i: -41- 1 SLOVER A V � O v Q v O m Zv SANTA ANA A V PROJECT SITE s W �N Z � Q Z � v m 1035 Milliken Avenue, Suite E Ontario, CA 91761 P: (909) 635-0335 F: (909) 635-0365 www.sboinc"com DRAWN BY: DKW DESIGNED BY: DLW CHECKED BY: OU BROOKS, R. C. E. 41829 EXP, 3/31/0 6 DRB VICINI T Y MAP N T.S. CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN TI TLE SHEET SCALE: SANTA ANA��NUE & MULBERRY AVENUE ' NOTED DATE: --� DR 04-039 08-10-05 PP DRAWING NO.: [L3 9R.C.E. 51152 3 64 Q CL U-) 0 v v Ln CD U-) CD CD OU c� mCD CD m Tp Ln cu Ln cu cd / m Ln 0j / I=)