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HomeMy WebLinkAbout3920-1LOS ANGELES agRnaw CITY O� M O N T A N A 15 FO NTANA COVINA 15 SAN BERNARDINO ANAHEIM GENERAL NOTES STREET IMPROVEMENT PROJECT MILLER HIGHLAND A DESCRIPTION AVENUE H AT CONSTRUCT 4" MIN. A.C. PAVEMENT ON 12" MIN. OF 95% COMPACTED FREESIA TON WAY TR. NO. 1639) RIVERSIDE TO P SPRINGS 15 STREET R1 y DEDICATION 60' 16' S'LY R/W. EX. R/W N'LY R/W. 30 30' 46 92 46' 0 5' � 12'-�- 18' 18' 12' - , .5 I MAX. 12.7' �' �5' , 6.5' .OX 2. p� 6.5' S' Z;� PROPOS 5 I MIN. 9.3 PROPOSED 2 ?� �� •`� PROVIDE A.C. OVERLAY TO THE GRADEi LEVEL ft CONST. SIDEWALK � COMPACTED NATIVE PER CITY STD. PLAN o NO. 1015 SUBGRADE CONST. 400 THK. A.C. PAVEMENT PER CITY STD. 1000 CONST. CURB & GUTTER 6" CURB PER CITY STD. PLAN 1003 ESCONDIDO SAN DIEGO VICINITY MAP N.T.S. r-12" 34" - ____ _ 0.5' I CAOF THE STREET. Z• COLD PLANE (5"t) ATCA I PROPOSED 0.5 2� -5.5 5, MIN. 1" iHK. OVERLAY q (� (�,g LEVEL UNE CONST. SIDEWALK PER CITY MIN�24 % _ STD. PLAN N0. 1015 PROPOSED SIDEWALK ^�• 4" THICK PER -- - - EXISTING A.C. PAVEMENT CIN STD. 1015 MAX. 3.46X TO REMAIN PROPOSED 8" CF MIN. 1.24% COMPACTED NATIVE CURB &GUTTER SUBGRADE PER CITY STD. 1003 PROPOSED 6.5" THK. A.C. PAVEMENT EXISTING A.C. PAVEMENT PER CITY STD. 1000 PROPOSED WORK OF MILLER AVENUE 60'R/W (FREESIA WAY & CELSIA PL.) GRADE TYPICAL SECTION 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 (" GREEK BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXISTS IN THE CONTRACT DOCUMENTS THAT 'CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEK 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 NOT 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) 350-7610. 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. 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 OF 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 THE INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL 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 SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF THE 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. 11. 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 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 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. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENT, 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 SO THE 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. SHEET INDEX STREET NAME SHT. DESCRIPTION TITLE SHEET 1 VICINITY MAP, LOCATION MAP 8c INDEX MAP, SHEET INDEX FREESIA WAY 2 STATION 0+00 TO STATION 6+46.37 MILLER AVENUE 3 STATION 2+34.96 TO STATION 5+65.04 CELSIA PLACE STATION 0+00 TO STATION 1 +65.04 921 R/W NOT TO SACLE T.I. = 9 T.I. = 5.5 NOT TO SACLE 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIALS, 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 PROR APPROVAL PF 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 IS OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET 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. 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 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.A. PAVEMENT AND/OR BASE COURSE MATERIAL 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 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. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. BENCHMARK: SBCO SURVEYOR STAMPING: 7-9 1970 ELEV = 1307.150' AT N/E CORNER FOOTHILL BLVD & LOCUST AVE, 84 FT. N OF FOOTHILL, 30 FT. E OF LOCUST, 6.5 FT. N OF N END CURB RETURN, 1 FT. N OF 3 X 3.5 FT. STORM DRAIN DROP-IN BOX, IN TOP CURB; 1.5 MI. E ALONG FOOTHILL BLVD. FROM SIERRA AVE. BASIS OF BEARING: THE CENTERLINE OF MILLER AVENUE SHOWN AS N89045'10"W PER TRACT NO. 32989 M.B. 44-179 RECORDS OF SAN BERNARDINO COUNTY OWNER G2 HOMES, LLC 100 N. BARRANCA AVE. SUITE 950 WEST COVINA, CA 91791 PH: 626-858-8677 FAX: 626-858-8676 NOT TO SCALE LOCATION MAP �EX. PAVEMENT SAWCUT & JOIN EX. EX. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LOCUST A VENUE I �I I W I I I - I I I I I I ASPEN A VENUP I I I I I S HT. 5 I PROPOSED 8" I I EWER MAIN I �- - PERDWG.NO.3921--------------- I PROPO ED 25' WIDE I EWER DRAINAGE r I I EASEMTT II I I I S H 3 I II I I _ I I I I I \ II I H . 4 1 I I I I I Of 1 I I II l OT 1 LOT 16 L T 15 LOT 14 LOT 13 LOT 12 LOT 11 LI SHT.' 2 PROPOSED SEWER M PER DWG. NO. 3921 NEW PAVEMENT A.C. OVERLAY DETAILOO NTS CONSTRUCTION NOTES & QUANTITIES HIGHLAND A DESCRIPTION QUANTITY H O CONSTRUCT 4" MIN. A.C. PAVEMENT ON 12" MIN. OF 95% COMPACTED 475 TON U Q w � 50 O2 OJ -� LF Q CONSTRUCT 6" CURB & 18" GUTTER PER CITY OF FONTANA STD. 1003 10430 Q O Z 3,1890 BASE INE RD CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. 1006 o SF 0 MILLER AV EA > 1006 <1 9 OINSTALL Q 7 w PROJECT BE PAID FOR AND COORDINATED BY DEVELOPER AND INSTALLED BY SCE. _j N SITE 630 LF OCONSTRUCT Q 31 p TON NATIVE SUBGRADE 1 FOOTHI L BL 1 CONSTRUCT CROSS GUTTER MODIFIED TO 8' PER CITY OF FONTANA STD. 1,900 ADD u/ DI 105 NOT TO SCALE LOCATION MAP �EX. PAVEMENT SAWCUT & JOIN EX. EX. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LOCUST A VENUE I �I I W I I I - I I I I I I ASPEN A VENUP I I I I I S HT. 5 I PROPOSED 8" I I EWER MAIN I �- - PERDWG.NO.3921--------------- I PROPO ED 25' WIDE I EWER DRAINAGE r I I EASEMTT II I I I S H 3 I II I I _ I I I I I \ II I H . 4 1 I I I I I Of 1 I I II l OT 1 LOT 16 L T 15 LOT 14 LOT 13 LOT 12 LOT 11 LI SHT.' 2 PROPOSED SEWER M PER DWG. NO. 3921 NEW PAVEMENT A.C. OVERLAY DETAILOO NTS CONSTRUCTION NOTES & QUANTITIES ITEM DESCRIPTION QUANTITY UNIT O CONSTRUCT 4" MIN. A.C. PAVEMENT ON 12" MIN. OF 95% COMPACTED 475 TON NATIVE SUBGRADE SEE GENERAL NOTES 31 & 32 w � 50 O2 CONSTRUCT 8" CURB & 18" GUTTER PER CITY OF FONTANA STD. 1003 865 LF O CONSTRUCT 6" CURB & 18" GUTTER PER CITY OF FONTANA STD. 1003 10430 LF O CONSTRUCT DRIVE APPROACH PER CITY OF FONTANA STD. 1005 3,1890 SF O CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. 1006 8,500 SF 0 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. 4 EA 1006 OINSTALL STREET LIGHT PER STREET LIGHTING PLAN, STREET LIGHTS TO 7 EA BE PAID FOR AND COORDINATED BY DEVELOPER AND INSTALLED BY SCE. 8 SA WCUT AND REMOVE & RECONSTRUCT EX. A. C. PAVEMENT 630 LF OCONSTRUCT 6.5" MIN. A.C. PAVEMENT ON 12" MIN. OF 95.E COMPACTED 31 p TON NATIVE SUBGRADE 1 p CONSTRUCT CROSS GUTTER MODIFIED TO 8' PER CITY OF FONTANA STD. 1,900 SF 105 11 CONST. I" MIN. A.C. OVERLAY TO CIL OF STREET, COLD PLANE AT CIL 3,1800 SF AND JOIN LINES PER DETAIL HEREON 12 CONSTRUCT 2-5' WIDE, 4" TO 8" DEEP BOX CULVERT DRAIN PER DETAIL 12 LF ON SHEET 2 1 S CONSTRUCT 2-5' WIDE, 8" DEEP BOX CULVERT DRAIN PER DETAIL 135 LF ON SHEET 1 1® CONSTRUCT BARRICADE PER DETAIL ON CITY OF FONTANA STD. 118 36 LF 1© CONSTRUCT 6" A.C. DIKE PER DETAIL ON CITY OF FONTANA STD. 136 405 LF 16 CONSTRUCT 2" AC CAP ON SAND BASE PER DETAIL ON SHEET 3 20 SF 1© CONSTRUCT 8" A.C. DIKE PER DETAIL ON CITY OF FONTANA STD. 136 16 LF PER DWG N0, LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 L� 0 0 C MJWH (SCALE : 1 11=100') INDEX MAP �10.5'� 4 1. All concrete shall have a minimum ultimate compressive strength at 28 days as follows: 2000 psi. 2. Reinforcing steel shall conform to ASTM A 615, grade 40 for #5 bars and smaller, grade 60 for #6 bars and larger, all reinforcing shall be from identified stock with mill analysis supplied. 3. Allowable soil bearing is 1,500 pounds per square foot as per soils report. 4. No specific load is required for box culvert drain. �,r1, RE -BAR 012" H WAY � o; ., : � � � ,, �, -1 /l\ •� �; , �� r' I� c; r C '• FUfSCG�'? G7 N BOX CULVERT DRAIN CROSS SECTION 13 1 � � PROPERTY LINE EXISTING ' GRADE 0 FOR DETAIL OF COMBINED SECTION OF WALL AND BOX CULVERT AND WALL OPENING FOR EMERGENCY OVERFLOW, SEE GRADING PLAN PROPOSED GRADE R/W 00 NTS ?/ L 12' - ISI TION FRO 1.5' 4" TO 8" PROPOSED /-SIDEWALK 5O 2%� w � 50 PROPOSED 8" CF CURB & GUTTER PROPOSED CONC. SURFACE ABOVE BOX DRAIN CULVERT BOX CULVERT DRAIN LONG. SECTION @@ c NTS AUTOCAD RLENAME: street.dwg