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Home My WebLink About3464-14 12- 7r GO' 2 - GO' 45' I 1+31.00 G G" PALM TREE 1 1+29.20 8 (54.85TC)(54. 18FL) END CURB * GUTTER MEET EXISTING 7 ti\ I I 0+95.20 7 BEGIN CURB GUTTER (54.30TC)(53.G4FL) 2.5' AAFFT FYI -,THAI(_ 10+43.80 J EXISTING PP #2007343E W/ GUY WI RE w _O Q' x `ORANG EXIST R/W APN 0192-151-04 1 1 EDWARD & MICHELLE CINQUE 1 1 RETAIL STORE oL J LU LL- r- �J- L.5. J Q . . 98 L.F. � U �n L9 N . . . . . . 98 S.F. ��> + . . . . . 32 L.F. p M W . . . . . . .780 S.F. LU . . . . . . .98 L.F. STREET IMPROV M NT PLANS ORANGE WAY & SIERRA AVE. APN 0192-151-24 ENRIQUE & LEONOR CASTRO VACANT 0 gLU JU Oz LU `L APN 0192-151-25 T c� z ENRIQUE & LEONOR CASTRO U RETAIL STORE I w '� APN 0192-151-24 ENRIQUE & LEONOR CASTRO VACANT i EXISTING PP #235G985E DRIVEWAY REMOVAL PARCEL MAP NO. 16116 AUGUST 2003 APN 0192-151-27 BARRY & JANET SMITH RETAIL STORE EXISTING RM/ 22 - mu CONSTRUCTION NOTES/ESTIMATES OF QUANTITIES" OI INSTALL 8" PCC CURB * GUTTER PER CITY STD. 1003 98 L.F. O INSTALL 51DEWALK PER CITY STD. 1015 . . . . . 995 S.F. O INSTALL UNDERSIDEWALK DRAIN PER CITY STD 124A (SIZE 1) _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3 EA O INSTALL G" CURB PER CITY 5TD NO. 1003 135 L.F. O EXISTING PCC PAVEMENT TO BE REMOVED . . . . . . . . . . . . . . . . . . . . . . . . .780 S.F. UG PROTECT IN PLACE . L.5. O7 5AWCUT EXISTING A.C. PAVEMENT . . . . . . 98 L.F. O8 REMOVE * REPLACE EXISTING A.C. PAVEMENT . . . . . . . . . . . . . . . . . . . . . . 98 S.F. O9 5AWCUT EXISTING PC PAVEMENT . . . . . . . . . 32 L.F. I 0 REMOVE EXISTING PCC PAVEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . .780 S.F. I I REMOVE EXISTING CURB * GUTTER . . . . . . . . . . . . . . . . . . . . . . . . . . . .98 L.F. 'ESTIMATE FOR BONDING PURPOSES ONLY, CONTRACTOR IS RESPONSIBLE FOR OWN QUANTITIES. NOTE: SEE SEP ST. LIGHT PLAN FOR DWG. NO. 3464 -LT INSTALLATION OF PROPOSED ST. LIGHTS LEGEND W - U W W W EXISTING WATER TB TOP OF BERM LL- Ln w N TC TOP OF CURB �v o FL FLOWLINE �Q Ln Z + U- FG FINISH GRADE NZ + z N HP HIGH POINT p- O x 9 � N FS FINISH SURFACE Uw N w (n MH MAN HOLE U �- G 3 FH FI RE HYDRANT 02 EXISTING EXISTING BCR BEGINING OF CURB RETURN R/W R/W ECR END OF CURB RETURN x 1LU PCR POINT OF REVERSE CURVE BC BEGINING OF CURB GO' EC END OF CURB 45' 15' 4 I WER WATERW W�/V 81 I 2.5' 8' 7' I I 2.5, 32 FIRE HYDRANT 2' G' I 4 SCALE. 1"=20' EXISTING PAVEMENT 8 1 2 4 � 2 �ti1,q� % 2 2% 1 SURVEY BY KRUEPER ENGINEERING & - - ? XISTING PAVEMENT M' 2' M , � 8 �7 E 7 TO REMAIN ASSOC. DATED 12/27/02/- 0 20 40 60 r. ARROW MERRILL RANDALL AVE -/P SAN BERNARDINO AVE > �Q7 cn U VALLEY BLVD. O w LU INTERSTATE 10 VICIN/TY MAP THOMAS BROS. GUIDE PAGE 604 REF. E-5 PROJECT SITE ROUTE ORANGE LU Q NTS UTILITIES: ,!NATER COMPANY FONTANA WATER CO. 8440 NUEVO AVENUE FONTANA, CA 92334 (909) 822-2201 SEWAGE DISPOSAL ON51TE SEPTIC ELECTRIC SOUTHERN CALIFORNIA ED15ON 287 TENNE55EE STREET REDLAND5, CA 92373 (909 307-6747 GA5 THE GA5 COMPANY 1981 W. LUGONIA AVE. REDLAND5, CA 92374-9720 (909) 335-7847 TELEPHONE PACIFIC BELL TELEPHONE CO. ATTN: JOEL DINNAUER 3939 E. CORONADO 5T. ANAHEIM, CA 92807 (714) GGG-5534 CABLE COMCA5T CABLE 1205 DUPONT 5T. ONTARIO, CA 9176 1 (909) 390-3111 EXISTING D/W-j APPROACH TO BE REMOVED TYPICAL X -SECTION SIERRA AVENUE NTS T.I.= 10.0 BENCHMARK BEING A BOLT LOCATED ON THE SIGNAL FOUNDATION AT THE SOUTH EAST CORNER OF VALENCIA AND SIERRA. ELEVATION. 1262.38 0 O REV. TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION EXISTING D/W APPROACH TO BE REMOVED TYPICAL X -SECTION ORANGE WAY NTS T.I.=9.0 PRIVATE ENGINEER'S NOTES TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE CITY/COUNTY RECORDS. THE CONTRACTOR 15 REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THI5 PROJECT, INCLUDING 5AFTEY OF ALL PERSONS AND PROPERTY; THAT TH15 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNITY AND HOLD THE CITY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THI5 PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT 15 FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT 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 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-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7G 10. 5. 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. G. 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 REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL AL50 BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND 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 THE EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 1 1. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRAN5. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL 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 BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. I G. 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 MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION 50 THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18. THE 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 DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 2 1. 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 BACKFILL SHALL 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 REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY 15 OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND 5WALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE 5WALE5 ENTERING OR LEAVING IMPROVEMENTS. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIMES OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 2G. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AND "5" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28. 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. APPROVED 501L STERILANT 15 REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 3 1. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA OF APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 3G. A5-13UILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. BASIS OF BEARING THE BEARINGS SHOWN ON THI5 PLAN ONE BASED ON THE BEARING NORTH 89044'00" EAST FOR THE CENTERLINE OF ORANGE WAY AS SHOWN ON THE ALTA SURVEY DATED 12/27/02 PREPARED BY KRUEPER ENGINEERING * ASSOC. DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of THATCHER ENGINEERING COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL & ASSOCIATES 345 5TH STREET, SUITE B SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, REDLANDS, CA. 92374 (909) 748-7777 FAX (909) 748-7776 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO LAND BANNING GVIL ENGINEERING LAN05CAPE ARCHITECTURE 5URVEYIN BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Melvin W. Thatcher, III R.C.E. 39964 Exp. Dec 31, zoos Jot STANDARDS IN EFFECT. o. ate repare e51gne rawn y Reference o. bee 56823 I/2G/04 M.W.T. CO 5G523R I/I CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS DRAWN BY: ORANGE WAY * SIERRA AVE. SCALE: DEs1GC Y:' PARG�L SAP 6 I I G DATES SHOWN B. ASPJ 02019 VARIANCEI 02-07 CHECKED BY: /P ROVEDY. DRAWING NO.: 3464 ' 9-x=1 MWT ITY MGIN R R.C.E. 51152