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Home My WebLink About2053-1GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS, DATED 1975. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THEE CENTERLINES OF STREET. 4. CURB DATA REFERS TO THE FACE OF THE CURB. 5. ALL LXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. 7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 8. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL EACH UTILITY COMPANY PRIOR TO ANY WORK. 9. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 10. ALL VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 11. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 14. ALL EXISTING VALVE CANS PER STD. DETAIL 130 AND MANHOLES PER STD. 109 SHALL BE ADJUSTED TO GRADE DURING PAVING. 15. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 16. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT AND CONCRETE. 17. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPCECTED AND APPROVED, BY THE CITY ENGINEER. 18. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 19. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 18 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1.1.6. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 21. ACTUAL PAVEMENT THICKNESS TO BE DETERMINED BY SOIL ENGINEER AFTER COMPLETION OF ROUGH GRADING. 22. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 23. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORKING AROUND THEIR FACILITIES. 24. ALL BACKFILL TO BE CERIFIED BY SOILS ENGINEER. 25. BACKFILL MATERIALS TO HAVE A S.E. OF 30 (MIN) AND MIN. COMPACTION OF 90%. 26. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. 27. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE COURSE HAS, BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED. SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONI JMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION 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 OWNER -AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR -THE ENGINEER. UNDERGROUND UTILITIES & STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." GENERAL NOTES rCO/l/TG, 28. CONTRACTOR SHALL NOTIFY SERVICE ALERT BEFORE START OF CONSTRUCTION (800) 422-4133. 29. CONTRACTOR SHALL POT HOLE AND VERIFY EXISTING LOCATION OF UTILITIES AS NECESSARY TO IDENTIFY LOCATION. EXISTING UTILITIES INFORMATION ON THE DRAWINGS RELATING TO EXISTING UTILITY LINES AND SERVICES IS FROM THE BEST SOURCES PRESENTLY AVAILABLE. ALL SUCH INFORMATION IS FURNISHED ONLY FOR INFORMATION AND IS NOT GUARANTEED. THE CONTRACTOR SHALL EXCAVATE TEST PITS AS REQUIRED TO DETERMINE EXACT LOCATIONS OF EXISTING UTILITIES. CALL UTILITY LOCATING SERVICE FOR PRECISE UTILITY LOCATIONS BEFORE BEGINNING ANY WORK. UNDERGROUND SERVICE ALERT (800) 422-4133. UTILITY REQUIREMENTS THE CONTRACTOR IS ADVISED OF THE EXISTENCE OF THE UTILITY NOTIFICATION SERVICE PROVIDED BY UNDERGROUND SERVICE ALERT (USA). USA MEMBER UTILITIES WILL PROVIDE THE CONTRACTOR WITH THE PRECISE LOCATIONS OF THEIR SUBSTRUCTURES IN THE CONSTRUCTION AREA WHEN THE CONTRACTOR GIVES AT LEAST 48 HOURS NOTICE TO THE UNDERGROUND SERVICE ALERT BY CALLING 1-800-422-4133. THE CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES AT LEAST 48 HOURS IN ADVANCE OF EXCAVATING AROUND ANY OF THEIR STRUCTURES. THE UTILITY COMPANIES LISTED BELOW CAN BE CONTACTED AS INDICATED. 1. SOUTHERN CALIFORNIA GAS CO. 2325 CRENSHAW P.O. BOX 2815 TORRANCE, CA 90509-2815 2 PACIFICE PHASE 1 STREET,IMPROVEMENT PLANS FOR THE EMPIRE CENTER (PARCEL MAP 12195) IN THE CITY OF FONTANA CONSTRUCTION NOTES & QUANTITIES: oQ�pFESS/pITEM 'DESCRIPTION C. • el � i o �'i�, yG, O 8� CURB & GUTTER PER STD. DETAIL 101 CD j 2 6" CONCRETE CURB ONLY PER STD. DETAIL 101 cr_ No.63494 O Exp. Sept. 30, 2006 c O3 CONCRETE SIDEWALK PER STD. DETAIL 105A s�qT Civic ti� MEANDERING & 5' IN WIDTH _ SOF CO4 WHEELCHAIR RAMP PER STD. DETAIL 104A (MODIFY MARKING WHERE AND AS SHOWN.) 51/2" AC OVER COMPACTED NATIVE SOIL PER SOILS REPORT -3l M,4TT1_-1ZU/ C. xlxfxls, RCE �03l�9l� O OVERLAY EXIST. PAVEMENT TO PROVIDE A SMOOTH RIDING SURFACE E'kia 9 _ 3O-Oc:�? O7 CROSS -GUTTER PER STD DETAIL 105 O8 8" CONCRETE CURB ONLY PER STD. DETAIL 101 O9 ADJUST M.H. TO GRADE PER STD. DETAIL 109. * 10 REMOVE AND DISPOSE REMOVE AND RELOCATE . r/'_�AS RECORD DRAWING 12 REMOVE AND STOCKPILE IN CITY YARD The information on this drawing is obtained from others and 13 3" AC OVER COMPACTED NATIVE SOIL --PER- SOILS REPORT. must be verified in the field by anyone prior to use or 14 "SAWCUT" AND REMOVE EXISTING A.C. ` construction. HALL & FOREMAN, INC. is not responsible for underground facility locations or depictions. All above ground 15 PROTECT IN PLACE. facilites can be readily seen and verified by the parte$ that 16 PLUG ENDS OF EXISTING intend to use same. O PIPE SOLID WITH GROUT. 17 ADJUST VALVE CAN TO GRADE PER STD. DETAIL 130. BLL 3939 E. CORONADO STREET ANAHEIM, CA. 92807 COUNTY OF SAN BERNARDINO 3. SOUTHERN CALIFORNIA EDISON CO. 7951 REDWOOD FONTANA, CA. 92336 (714) 357-6231 CONTACT: HAL STEWART 4. WEST SAN BERNARDINO COUNTY FREEWAY WATER DISTRICT SAN BERNARDINO - �� -� 855 W. BASELINE, BLDG. B P.O. BOX 188 I S. P. R. R. RIALTO, CA. 92376 (714) 875-1804 THE CALIFORNIA PUBLIC UTILITIES COMMISSION MANDATES THAT, IN THE INTEREST OF PUBLIC SAFETY, MAIN LINE GAS VALVES BE MAINTAINED IN A MANNER TO BE READILY ACCESSIBLE AND IN GOOD OPERATING CONDITION. THE CONTRACTOR SHALL NOTIFY THE SOUTHERN CALIFORNIA GAS COMPANY'S HEADQUARTERS PLANNING OFFICE AT (714) 634-3258 AT LEAST TWO (2) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. ADDITIONAL NOTES TO CONTRACTOR 1. SIERRA AVENUE AND SLOVER AVENUE, IN AREAS WHERE PAVEMENT IS "LEFT IN PLACE", ALL CRACKS 1/4" AND WIDER SHALL BE CLEANED AND F/LLED W1,771 4R-aOOPRIOR TO PLACING OVERLAY. ALONG SIERRA AVENUE (NORTHBOUND) THE EXIST. NO. 1 LANE (ADJACENT TO C.L.) SHALL HAVE REINFORCEMENT FROM STA. 10+00.00 TO STA. 18+00.00 THE ADJOINING NO. 2 NORTHBOUND LANE SHALL HAVE EXIST. PAVEMENT TO BE- REINFORCEMENT E-REINFORCEMENT FOR IT'S ENTIRE LENGTH. OVERLAYED PER TYP. PETROMAT OR EQUIVALENT, REINFORCEMENT SHALL SECTIONS. BE USED SEE DETAIL ON SHEET 3. Sf/ALL //AYE 2. CONTRACTOR SHALL ARRANGE TO HAVE SIDEWALK FORM WORK APPROVED BY THE LANDSCAPE SANTA AN ARCHITECT PRIOR TO PLACING CONCRETE. AVENUE 3. EXISTING POWER POLES WILL BE REMOVED AND RELOCATED TO LOCATIONS BEHIND THE PROPOSED CURBS. THE POWER POLE RELOCATIONS MAY NOT ' oJ11 I I 1 041 yi 1 w z 8 ¢ F_ DRWY ASH DR. DRWY BE COMPLETED PRIOR TO START OF CONSTRUCTION SHEET NO. (TYPICAL) g OF THE STREET IMPROVEMENTS. THE SAME APPLIES TO THE SIGNAL AT SIERRA AVE. AND SLOVER AVE. _ _ 4. COORDINATE DIRECTIONAL MARKINGS IN WHEELCHAIR RAMPS WITH THE LOCATION OF CROSSWALKS SHOWN ON THE STRIPING PLANS. 5. EARTHWORK AND PAVEMENT CONSTRUCTION SHALL BE IN COUNTY ACCORDANCE WITH THE RECOMMENDATIONS PRESENTED IN OF THE PAVEMENT INVESTIGATION REPORT DATED AUGUST 1, ` SAN BERNARDINO 1990, AND ADDENDUM DATED JULY 22, 1991, PREPARED BY GEOTECHNICAL PROFESSIONALS, INC. (PROJECT NO. 1023-04.02R). 6. IN ACCORDANCE WITH THE 8/1/90 G.P.I REPORT, DEEPER EXCAVATIONS WILL BE REQUIRED IN AREAS WHERE THE - - - TREES ARE/WERE LOCATED. 7. IN ACCORDANCE WITH THE CITY OF FONTANA POLICY, ALL FILLS WITHIN THE PUBLIC RIGHT OF WAY SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY (ASTM D-1557). 8. CONTRAC'TOf? AOIi/yEO Tt/AT AOO/T/OW4Z UNO_f�GF�OL//!/O s�WET�, 571UR/V Z?11?41A1 0` lyg/Z�F` Sysr L/��' �JAYBE /it/STALLEO T//,4T 00 /1/OT ,4.��EAR Ort/ T//ESE PL,4/Y5: TyE.�E .40�/T/ON�IL L/NE.�' /If�E CU��ENTLY Uit%OE� OO/YSTf�I�OT/O�l/. CO/YTiQ.�ICTOR /5' TO �OO�O/�t/ATE T�/S' SET OF�LA�Y..S' TyOSE /YEIF z///L/TY L//I/ES,45- NE_CE.SSAiQ.� 9. CO�YTRA`CT1�T� TO_- �Or?Q/�f/ATE ELECT/ /lQL, TZIf�ONE, C.9f T.!!� ir?R/GAT/_O/V_ O` _Tf7QFfIl_ sLf.FYE A/Y% CZ7iY�//T /ys!,gLI�T/O/Y FOR-.5TREE_T=«0.5.�/NGS_ l�t�/_Tf!-F/E.S�E�T/!�E /r_Ir�POI�E�1,ElyT.�i4/Y OF 4A/OZD/P:,LL �FWRY/C,ER ; CITY BENCHMARK No 296 A BOAT NAIL SET IN SIDEWALK AT THE NW CORNER OF THE INTERSECTION OF SIERRA AVENUE & THE BRIDGE (N/0 SLOVER AVENUE). ELEV. 1137.71 1967 5 EXIST. PAVEMENT TO BE OVERLAYED PER TYP. SECTIONS. _j SLOVER L Pte% SANTA AVENUE EXIST. ,O EXIST. ALIGNMENT OF SANTA ANA AVENUE DRWY TO BE ABANDONED a zI � z � � W DR w � a Vl I U Q DRWY114414t�_,� 12 DRW AVENUE O "�WL 14,015 13 AMOUNT OF FILL oLi2c FOR SLOPES TO NATURAL GROUND, MARIND AND ALSO FOR THE MOUNDS WITHIN PARKWAY AREA, AS SHOWN ON PLANS. OURT M IS: - w � CUT RAW FILL z O 2100 CU. YDS. w U z SLOVER AVENUE 1500 CU. YDS. W w I CU. YDS. w 2" x 6" REDWOOD HEADER. - Q li N 1\� SANTA ANA 1 I -1I(^ JURUPAA�AVENUE A � 4 LARGA VOLANTE DRIVEESE INDEX UAP K F? EARTHWORK ODED NGIJ rJR/VLIWAY E AA Lr Ca ' ,400�O Sh�EET.5 � 27�; �8 O "�WL 14,015 THERE WILL BE AN AMOUNT OF FILL REQUIRED FOR SLOPES TO NATURAL GROUND, ADJACENT TO R/W AND ALSO FOR THE MOUNDS WITHIN PARKWAY AREA, AS SHOWN ON PLANS. THE EARTHWORK ESTIMATE IS: - LS CUT RAW FILL SIERRA AVENUE 2100 CU. YDS. 28,900 CU. YDS. SLOVER AVENUE 1500 CU. YDS. 15,300 CU. YDS. TOTAL 3600 CU. YDS. 44,200 CU. YDS. NOTE: AS POWER POLES ARE INTENDED TO BE REPLACED WITH AN UNDERGROUND SYSTEM WHEN AND WHERE SERVING THE EMPIRE CENTER, THEY HAVE BEEN DISREGARDED IN QUANTITY TAKE -OFF. NOTE: CONTRACTOR SHALL DO NO WORK OUTSIDE THE PUBLIC R/W UNLESS/UNTIL THE CITY HAS OBTAINED TEMPORARY EASEMENTS AND/OR RIGHTS OF WAY. THIS NOTE APPLIES PARTICULARLY TO THE DRIVEWAY RECONSTRUCTION WORK ALONG THE WEST SIDE OF SIERRA AVE., THE N.W. CURB RETURN AT JURUPA/SIERRA, AND THE IMPROVEMENTS ALONG THE SOUTH SIDES OF SANTA ANA AVE. AND SLOVER AVE., WEST OF SIERRA AVE. NOTE % NO WORK MAY BEGIN WITHIN THE COUNTY OF SAN BERNARDINO RIGHT-OF-WAY PRIOR TO OBTAINING A COUNTY PERMIT. IDA V I D E V M 5 No. awlsA5S0CI TES►Ne. p.q IIo/� - - - 4ZDD cotic&URs SVITH ZDa _D_ A1TAE 0 CAL/FDAWIA 9/714 �IV = PL/D.IlE.' 909. 4B1.575a NOTE: STORM DRAIN CATCH BASINS ARE SHOWN ON THESE STREET .PLANS AS A REFERENCE ONLY. ACTUAL SIZE ANY DEPTH SHALL BE TAKEN FROM THE STORM DRAIN PLANS. 8 ODED NGIJ rJR/VLIWAY E AA Lr Ca ' ,400�O Sh�EET.5 � 27�; �8 O "�WL 14,015 18 PETROMAT REINFORCEMENT (OR EQUIVALENT). _ AO,OFO 'f CORD OP F/0,1:: "DATA - 73, 670 19 61 to AC OVER COMPACTED NATIVE SOIL PER SOILS REPORT. J =ADDED NOTE -F17R CO/YT/il/U/iT/ON NOTE 20 81 to AC OVER COMPACTED NATIVE SOIL PER SOILS REPORT. - LS 21 9" AC OVER COMPACTED NATIVE SOIL PER SOILS REPORT. V.. BSO SF 22 BARRICADE PER STD. DETAIL 118. 23 6" CURB AND GUTTER PER STD. DETAIL 101. 42 EA �4 2" x 6" REDWOOD HEADER. - NVT IN CONT,Pgcr 169; 960 SF 25 CONST. LOCAL DEPRESSION PER STD. DETAIL 121 MODIFIED AND PER 170 SU/LT F6 -e STo,PM .3,, 27.E DETAIL HERE ON. 1007 DCPA/N 01_,4Ns BY ** OTHE.P`S; 26 CONST. DRIVEWAY APPROACH PER STD. DETAIL 102 & PER DETAIL ON SHEET 3 ABBREVIATIONS 27 REMOVE EXIST. PAVEMENT. TC - TOP OF CURB LF i --- FS - FINISHED SURFACE CONST. -DIKE PER SAN BERNARDINO COUNTY STD. DWG. 117... FL - FLOW LINE z/ SyT. OFJ,3 FOS CCINT/NUAT/DSI/ OF COiI/.ST�I./CT/O/Y �L/OTE L/yT/�i/G MB - MAIL BOX * DISPOSABLE ITEMS SHALL BE DISPOSED OFF SITE IN LEGAL "REFUSE AREA". PRC - POINT OF REVERSE CURVE ** DRIVEWAYS TO BE LOCATED IN FIELD AT TIME OF. CONSTRUCTION. CB - CATCH BASIN LD - LOCAL DEPRESSION 3- DOUBLE 22,000 HPS STREET LIGHT 18 EA. AC - ASPHALTIC CONCRETE 3::�- SINGLE 22,000 HPS STREET LIGHT 6 EA. STD. DETAILS ARE PER CITY OF FONTANA BOOK OF STANDARDS. NOTE: AS POWER POLES ARE INTENDED TO BE REPLACED WITH AN UNDERGROUND SYSTEM WHEN AND WHERE SERVING THE EMPIRE CENTER, THEY HAVE BEEN DISREGARDED IN QUANTITY TAKE -OFF. NOTE: CONTRACTOR SHALL DO NO WORK OUTSIDE THE PUBLIC R/W UNLESS/UNTIL THE CITY HAS OBTAINED TEMPORARY EASEMENTS AND/OR RIGHTS OF WAY. THIS NOTE APPLIES PARTICULARLY TO THE DRIVEWAY RECONSTRUCTION WORK ALONG THE WEST SIDE OF SIERRA AVE., THE N.W. CURB RETURN AT JURUPA/SIERRA, AND THE IMPROVEMENTS ALONG THE SOUTH SIDES OF SANTA ANA AVE. AND SLOVER AVE., WEST OF SIERRA AVE. NOTE % NO WORK MAY BEGIN WITHIN THE COUNTY OF SAN BERNARDINO RIGHT-OF-WAY PRIOR TO OBTAINING A COUNTY PERMIT. IDA V I D E V M 5 No. awlsA5S0CI TES►Ne. p.q IIo/� - - - 4ZDD cotic&URs SVITH ZDa _D_ A1TAE 0 CAL/FDAWIA 9/714 �IV = PL/D.IlE.' 909. 4B1.575a NOTE: STORM DRAIN CATCH BASINS ARE SHOWN ON THESE STREET .PLANS AS A REFERENCE ONLY. ACTUAL SIZE ANY DEPTH SHALL BE TAKEN FROM THE STORM DRAIN PLANS. 8 ODED NGIJ rJR/VLIWAY E AA Lr Ca ' ,400�O Sh�EET.5 � 27�; �8 O "�WL 14,015 - PREPARED J _ AO,OFO 'f CORD OP F/0,1:: "DATA - 73, 670 Z REY/S£O 7 -07 -AZ .SW,24 T; �' �0. 5 �/� S• 8.9 -ADDED ADD/T/O/Ys4L- NOTE /YO.9 J =ADDED NOTE -F17R CO/YT/il/U/iT/ON NOTE REVISIONS A ROYAL DATE APPROVAL DATE �� f 3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 (714) 641-8777 CIVIL ENGINEERING LAND PLANNING LAND SURVEYING JNDER THE SUPERVISION OF: C. _ z )GAN R.C.E. 26229 DATE: M QUANTITY UNIT ' 14,015 LF_ �--- EA LF 73, 670 SF 42 1 EA 36,46 5' SF ' TONS - EA - LF 22 EA - LS - LS - LS at 9Z/ SF V.. BSO SF - LS 42 EA 291., 212 SF - SF 169; 960 SF 246,500 SF 170 LF .3,, 27.E LF 1007 LF EA 1,667 SF SF -1991 LF LEGEND EXISTING EDGE OF PAVEMENT NEW A.C. '7".__5-C P TQ�IF�/C. ,S/G�t/�1 L CONTl10LLEQ P,dA/Fl 1', C ,� /Q!1/GQ T/ON COrS/7110LLf. !l P.o XIL G�/,`fTEQ �Y1FTE,Q CITY OF :FONTANA, CALIFORNIA PUBLIC .`WORKS DEPARTMENT DRAWN BY STREET IMPROVEMENT PLANS - PHASE I SCALE: DESIGNED BY EMPIRE CENTER VE�RT��17�440' KW P.M. 12195 CHECKED BY GENERAL NOTES, CONSTRUCTION NOTES, INDEX MAP DATE: 7 DJ /23 /9 �" J06 N0. PPROVED DR. N0. SHT. NO. 4013-014 CITY ENGINEER R.C.E.2�/,�G- �� OFI 44,