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HomeMy WebLinkAbout2683-1GENERAL 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. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA 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. 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 4. CURVE DATA REFERS TO THE FACE OF CURB. 5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 6. ALL UNDER GROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 7. 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 1-800-226-2700 TWO WORKJNG DAYS BEFORE EXCAVATION. B. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 9. 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. 10. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 11. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 12. WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 13. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 14. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 15. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 16. 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 ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 17. 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. 18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 19. 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. 20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 21. 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. 22. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 23. 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. 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 CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 26. 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. 27. 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. 28. 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 FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 29. 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 CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 30. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT PRIOR APPROVAL OF THE INSPECTOR. 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 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. 36. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 37. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. CITY OF FONTANA PACIFIC BELL CO., ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5467 SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) ATTN: ALAN KESELOFF ATTN: JACK HAYES 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA, CA 92335 ONTARIO, CA 91761 (909) 335-7781 (909) 390-4777 X 3055 EMERGENCIES: (800) 427-2200 G SO. CALIFORNIA EDISON COMPANY GENERAL TELEPHONE COMPANY ATTN: JAIME AMESZCUA ATTN: STEVE HOCK (909) 357-6581 1400 E. PHILLIPS BLVD. 7951 REDWOOD AVENUE ONTARIO, CA 91766 FONTANA, CA 92335 (800) 422-4133 (909) 620-5598 - UNDERGROUND =1 (909) 820-5137 - TRANSMISSIONS -,-- (213) 637-1233 - PIPELINES ,.,r 1 (909) 357-6589 - DISTRIBUTION 2: 1 (800) 422-4133 CRAWFORD CANYON MUTUAL WATER CO. FONTANA WATER COMPANY ATTN: BILL VANDRKIEFT, JR. ATTN: AL KROHN (619) 868-6040 8440 NUEVO AVENUE EA 11 FONTANA, CA 92335 15.9GO 5F (909) 822-2201 X 323 5F 12 FAX: (909) 823-5046 UNDERGROUND SERVICE ALERT (800) 227-2600 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE 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 DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS 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 LIABILITY, 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. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. CONSTRUCTION NOTES QUANTITIES PLAN GFD CONSTRUCT 7 3/4' AG PAVEMENT CMIN) OVER 12" OF COMPACTED NATIVE MATERIAL 208.480 5F 9757 TON PROP. C5EE GENERAL NOTES 27 + 28) R/W © CONSTRUCT VARIABLE THICKNESS AG PAVEMENT OVERLAY. 1.25 FT. CMIN3 42.140 5F 380 TON © CONSTRUCT '8" GF CURB + GUTTER PER CITY 5TD. DWG. NO. 101 3075 LF 3075 LF4' 7600 4' MIN. 13' MAX. 5 5 �- NOTE= APPLY MIN. ® CONSTRUCT 8' GF CURB ONLY PER CITY STD. DWG_ NO. 101 GGG LF GGG LF 13' MAX.1 I MIN CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 104A G EA G EA ® CONSTRUCT 4" PGG 51DEWALK PER CITY STD. DWG. NO. 105A. W=10' 30.990 5F 3G.990 5F INSTALL STREET LIGHT 22.000 LUMEN 14 EA NIG - =1 2% NIG -,-- SOLID 8" WHITE STRIPE PER DETAIL 38 GALTRAN5 5TD5. 1420 ,.,r 1 L NIG 2: 1 ��III- FUTURE MAX. 10 CONSTRUCT LOCAL DEPRESSION PER CITY DWG. NO. 121. WIDTH=PER PLAN 2 EA 2 EA 11 5AWCUT + REMOVE EXISTING AG PAVEMENT 15.9GO 5F 15.9GO 5F 12 REMOVE EXISTING POWER POLE +/OR GUY WIRE 4 EA NIG APPLY 13 REMOVE EXISTING STAND PIPE + IRRIGATION LINES DURING GRADING 6 EA NIG 4a APPLY i 150 LF 150 14 INSTALL BARRICADE PER CITY STD. DWG. NO. 118 158 LF 158 LF 15 GRIND EXISTING PAVEMENT AS REQUIRED CSEE NOTE & TYPICAL SECTION) 4400 SF 4400 5F 16 INSTALL SIGN ON STREET LIGHT AS NOTED ON PLAN 10 EA NIG AVENUE 17 51 INSTALL SIGN ON POST AS NOTED ON PLAN 24 EA VICINITY MAP NOT TO SCALE C/L EXIST. R/W w z w a SUMMIT Col CURTIS AVENUE MUIRFIELD 4 LANE G 10 ip MEDtNAH 11 \ 10 I- t mw 5z =g La z FL 4 II CARTER 18 19 FUTURE PROP. 18 CONSTRUCT BUS TURNOUT PER DETAIL HEREON 5265 5F 52G5 SF R/W SIGNING + STRIPING CONSTRUCTION NOTES: 81' 81' 30' TO 60' LF 27' LF 54' 54' 4s 10' 44' 10' 10' 1 44' LF 7600 4' MIN. 13' MAX. 5 5 �- NOTE= APPLY SOLID 4' DOUBLE YELLOW STRIPE PER DETAIL 22 CALTRANS 5TD5. 900 LF 1. z I FULL 0.125" OVERLAY TO GL MIN z FUTURE I + FEATHER BEYOND GL TO MEDIAN I MATCH EXISTING PAVING 5: 1 CURB MAX. 1 15684 � � 2% - =1 2% I I 2% I -,-- SOLID 8" WHITE STRIPE PER DETAIL 38 GALTRAN5 5TD5. 1420 ,.,r 1 L 6 EXIST. GROUND ��III- FUTURE C 6 G 3 11 2 SEE NOTE APPLY 4- SOLID WHITE STRIPE 1885 EXIST. PVMT. 1885 LF 10 SIERRA AVENUE APPLY PROP. 18 CONSTRUCT BUS TURNOUT PER DETAIL HEREON 5265 5F 52G5 SF R/W SIGNING + STRIPING CONSTRUCTION NOTES: 81' *NOTE= HANDICAP RAMPS ARE INCLUDED AS PART OF CFD SIDEWALK QUANTITY. N. T. S. FROM STA. 32+80.GO TO STA. 78+68.32 C/L EXIST. I R/W 30' TO 60' 1 15'± 15'= VARIES EXIT. PVMT. + I * 51Y OF GARTER AVE. Lu Z_ * *N'LY OF 5UMMIT AVE. 0 3: O I EXIST. GROUND % TZ Nl- _ J 5% MAX. 1 SIERRA AVENUE N. T. S. FROM STA. 25+48 TO STA. 32+80.60 FROM STA. 73+68.32 TO STA. 78+48 R/W AVENUE REMOVE EXISTING STRIPING BY WET SANDBLASTING WITHIN LIMITS SHOWN 950 LF 950 LF ' I 4s APPLY SOLID 4" DOUBLE YELLOW STRIPE PER DETAIL 29 GALTRAN5 5TD5. 7600 LF 7600 LF APPLY SOLID 4' DOUBLE YELLOW STRIPE PER DETAIL 22 CALTRANS 5TD5. 900 LF 90OLF 2' O 15684 � m IN. � 44 APPLY SOLID 8" WHITE STRIPE PER DETAIL 38 GALTRAN5 5TD5. 1420 LF 1420 LF EXIST. GROUND 45 APPLY 4- SOLID WHITE STRIPE 1885 LF 1885 LF 10 4G APPLY 12' WHITE STOP BAR 115 LF 115 LF M 47 APPLY DASHED 4' WHITE STRIPE PER DETAIL 12 CALTRANS 5TD5. 3320 LF 3320 LF 4a APPLY DASHED 8- WHITE STRIPE PER DETAIL 37B GALTRAN5 5TD5. 150 LF 150 LF 49 APPLY DIRECTION ARROWS + PAVEMENT MARKINGS AS SHOWN ON PLAN 24 EA 24 EA g INSTALL SIGN ON STREET LIGHT AS NOTED ON PLAN 10 EA NIG AVENUE 51 INSTALL SIGN ON POST AS NOTED ON PLAN 24 EA NIG Wa *NOTE= HANDICAP RAMPS ARE INCLUDED AS PART OF CFD SIDEWALK QUANTITY. N. T. S. FROM STA. 32+80.GO TO STA. 78+68.32 C/L EXIST. I R/W 30' TO 60' 1 15'± 15'= VARIES EXIT. PVMT. + I * 51Y OF GARTER AVE. Lu Z_ * *N'LY OF 5UMMIT AVE. 0 3: O I EXIST. GROUND % TZ Nl- _ J 5% MAX. 1 SIERRA AVENUE N. T. S. FROM STA. 25+48 TO STA. 32+80.60 FROM STA. 73+68.32 TO STA. 78+48 R/W AVENUE SHEET G TR. NO. 15682 I 0. 15684 � m (D 4 SHEET 5 4 z x5685 o �, O� WINDFLOWER g 4 AVENUE v � CLUBHOUSE D RIVE t j z Wa W SHEET 4 La 10 2 16 LA SIERRA 4 DRIVE 17 17 ; =rjj Z) a =: I 4 14 15 SHEET 3 17 =- 14 AVENUE w w (ROUTE 30) 20 21 FREEWAY SHEET 2 HIGHLAND AVENUE INDEX MAP DRAWING Sf-tT NO"S TITLE SHEET 1 IMPROVEMENT PLANS 2-G STRIPING PLANS 7-9 SCALE IN FEET GROSS SECTIONS 10-18 0 800 1600 2400 3200 1 mm ME I Icer. Ae- CALTRA> G 126r6U)Z J (Ovie. 4& 2<o65 -,A) COAJPLI/T � &C -VC PtAA]6 /_9 (pWG. Alo. 2G$3) SPECIAL NOTE TO G ONTRAGT OR: 1_ TRAFFIC SIGNAL CONDUITS SHALL BE INSTALLED PER TRAFFIC SIGNAL PLANS FOR GARTER AVENUE. CLUBHOUSE DRIVE + SUMMIT AVENUE PRIOR FINAL A_G_ PAVEMENT INSTALLATION_ 2_ ALL SLEEVES FOR IRRIGATION + ELECTRICAL CONTROLS SHALL BE INSTALLED PER IRRIGATION PLANS PRIOR TO FINAL A _G_ PAVEMENT INSTALLATION_ 3_ ALL SLEEVES FOR ELECTRIC. TELEPHONE. STREET LIGHTS. GABLE TELEVISION. GAS AND OR ANY OTHER UNDERGROUND FACILITIES SMALL BE INSTALLED PER CONDUIT PLANS PRIOR TO FINAL A_C_ PAVEMENT INSTALLATION_ 27' TO 87' 17' TO 77' 27. 10' WIDE SIDEWALK 8- CURB ONLY/ PER CITY STD. DWG. NO. 101 GL ' 54' n 10' I 1.5' V- dw z L,, -J m�;: �0 V 1.� QICE P. 71 8' P.G.G. GONG. WITH G' 5Q. G GA. WIREMESH ON G' GLASS II A.B. BUS TURNOUT SECTION N_T.S_ 27. *P* TITLE SHEET SIERRA AVENUE - 5 L0, 2311 PF: 1154 609 21 -Jun -99 12: 00 PM / 82b-1154-1 DWG. DATE: