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Home My WebLink About3114-1C I TY OF -FONTANA STREET IMPROVEMENT NOTES i. 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 IS 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 ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO 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 POLICES, 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, DELINEATORSOR 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 SAHLL ALSO 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 SEPERATE PERMIT FOR THAT PURPOSE. i0. 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 EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. ii. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIEY COMPANIES INCLUDING, BUT NOT LIMITED TO , GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD 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 ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROP I ATE AGENCY AUTHORIZATION. THE CONTRACTOR SHALL COORDINATE EXISTING GROUND WITH THE APPROPIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. CURVE DATA REFERS TO THE FACE OF THE 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 LINES AND GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCH MARKS 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 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 SO 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 TWELVE 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 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUBSTAINED WIND VELOCIES EXCEED 25 MILES PER HOUR. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATION MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED UNTIL 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 REWORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS 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 REQUIRE 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 THO THE CITY OF FONTANA 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. 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 SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURUAL 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 MATERIALS FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS, AND VALVE BOXES SHALL BE RAISED TO FINISH GRADE BY THE PAVING CONTRCTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. THE CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATIFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. LOT 5 PAD �1 LOT 6 2' 4U" 201 do 20" 2 0' 40-4 0.51 0. 1 I, DPIVE "All 10, 793 SF --------- - - ==== Z' = = = �=. :�l �= - TEMP. A. C. PAVEMENT, T=2" ( DRA IN) 460 SF 0. 5' *q LEVEL L INE SLOPE @ -2%c?"1' ..- -w.- _----.------------- O R I G. GROUND 6" CURB FACE PER CITY STANDARD N0. 1003 TYPICAL DESCRIPTION SECTION 1 PPIVATE 13,020 SF DPIVE "All T. I. - 5. 5 SCALE: 1"=10' SAN BERNARDINO COUNTY S0. CAL. ED I SON VARIES 6' VARIES 4' TO 23. 6' (n• 1-,. 5. 2' TO 16. 2' �1 P. C. C. DRA I N PER DETA I L STORM DRAIN PLANS CITY OF FONTANA P.M. NO. 14890 25' I 3' 5' 12.5' 12.5' 2' I D. 5' 0. 5' 1% 2% 0. 2z LEVEL L 1 NE PAD 6" CURB & GUTTER PER CITY STD. N0. 1003 PER WALL PLANS PRIVATE DRIVE 'I CII TYPICAL SECTION PR 1 VA TE DR 1 VE " cil STA 7+83. 84 TO 8+38 6 9+02 TO 10+00 I w� SCALE: 1"=10' al E%f6 ,FO Erie GRD OUTLET SECTION STREET IMPROVEMENT QUANTITIES ITEM NO. DESCRIPTION QUANTITY 1 6" CLASS 2 AGGREGATE BASE COURSE 13,020 SF 2 A. C. PAVEMENT, T=4"; 2 EA@2 " 10, 793 SF 3 TEMP. A. C. PAVEMENT, T=2" ( DRA IN) 460 SF 4 CURB & GUTTER: 6" FACE 812 LF 5 DRWY PER STD NO. 102-13, W=15' 1 EA 6 LOCAL DEPRESSION PER APWA NO. 313-1/E 2 EA 7 STD. BARRICADE PER STD. NO. 118 2 EA 8 ADJUST FRAME & LID TO GRADE 4 EA z C I O W I J W z I w U I I DA YLITE WITH IXTI NG GROUND 95 i ENGINEER'S NOTES TO CONTRACTOR i. CONTRACTOR AGREES THAT IN ACCORDANCE WITH THE GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION 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. THE CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN THE CONNECTION WITH THE PERFORMANACE OF WORK ON THIS PROJECT. EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR DESIGN PROFESSION AS PROVIDED BY THE CALIFORNIA COUNCIL OF CIVIL ENGINEERS AND LAND SURVEYORS. 2. PRIOR TO ISSUANACE OF BUILDING PERMITS, THE OWNER/DEVELOPER IS REQUIRED TO SUBMIT TO THE STATE WATER RESOURCES CONTROL BOARD, A 'NOTICE OF INTENT' (NOI), TO COMPLY WITH THE TERMS OF THE GENERAL CONSTRUCTION ACTIVITY STORM PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION THE DISTURBANCE OF AT LEAST FIVE ACRES OF TOTAL LAND AREA. CONSTRUCTION ACTIVIES ON SITES OF LESS THAN FIVE ACRES REQUIRES A PERMIT IF THE CONSTRUCTION IS A PART OF A LARGER COMMON PLAN DEVELOPMENT. OWNER/DEVELOPER IS REQUIRED TO SUBMIT TO THE CITY OF FONTANA A COPY OF THE STATE'S APPROVED GENERAL PERMIT. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING IN-PLACE EXISTING IMPROVEMENTS AND UNDERGROUND UTILITIES. UNDERGROUND UTILITIES LOCATED ON-SITE INCLUDE BUT ARE NOT LIMITED TO; WEST SAN BERNARDINO COUNTY WATER DISTRICT WATER LINES AND FACILITIES, PAC BELL TELEPHONE, SOUTHERN CALIFORNIA EDISON POWER, THE GAS COMPANY GAS LINES AND THE CITY OF FONTANA SEWER MAINS AND LATERALS. CALL UNDERGROUND ALERT 48 HOURS BEFORE YOU DIG AT 1-800-422-4133. 4. THE CONTRACTOR IS MADE AWARE THAT THERE EXISTS ON SITE A PAC BELL REGIONAL FIBER OPTICS LINE AND FACILITY. 5. THE CONTRACTOR SHALL VERIFY ALL QUANTITIES AND REPORT ANY DISCREPANCIES TO BOTH THE ENGINEER AND THE OWNER/DEVELOPER PRIOR TO COMMENCING WORK. 6. OWNER/DEVELOPER REPRESENTATIVE: LYTLE DEVELOPMENT CO. JAN C. DABNEY RCE PROJECT MANAGER 714-283-2400 LOT 7 �- DAYU TE WITH EXISTING GROUND DETA I L 1 SCALE: 1"=10' LOT 5 -0. 5% GLEN HELEN REGIONAL PARK NORTH F 90 �9 PROJECT c9e, 4 w CITY OF FONTANA CITY OF RIALT V I C I TY MAP ASSOCIATED ENGINEERS 3311 E. SHELBY STREET ONTARIO, CA 91764 909-980-1982 BEGIN STREET IMPROVEMENTS STA 8+36.87 PRIVATE DRIVE "A" 0 -0.5% SOILS CONSULTANT'. C. H. J. INCORPORATED 1355 E. COOLEY DRIVE COLTON, CA 92324 909-824-710 BASIS OF BEARING NORTHWTLY BOUNDARY OF TRACT N0. 14890 REPORTED AS: N 26° 24' 41" E BENCHMARK'. SPSN # 00487, R. R. SPIKE IN P. P. # 138839E AT THE INTERSECTION OF SIERRA AVE. & RIVERSIDE AVE., 30 FT. EAST OF SIERRA, 116 FT. NORTH OF RIVERSIDE ON LINE & PARALLEL TO POWER LINE; 3 MILES NORTH OF HIGHLAND AVE. ALONG SIERRA AVE. ELEV. = 1969.3730 CONSTRUCTION NOTES: Q CONSTRUCT CURB & GUTTER, 6" FACE PER CITY STD. N0. 1003 Q CONSTRUCT 4" A. C. PAVEMENT Q CONSTRUCT DRIVEWAY @ STA 8+69.90 LT PER CITY STD. N0. 102-13, W=15' Q CONSTRUCT LOCAL DEPRESSION @ STA 8+45.88 LEFT 6 RIGHT PER APWA STD. 313-1, CASE D CURB FACE 6" H=4", DETAIL SHT 3 O CONSTRUCT STANDARD BARRICADE PER CITY STD. N0. 118, L=20' Q CONSTRUCT STANDARD BARRICADE PER CITY STD. N0. 118, L=36' _DW6#31I4