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Home My WebLink About4082-10 0 Lu 0 CITY OF FONTANA STREET IMPROVEMENT 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 CONSTRUCTIONS r'GREEN BOOK"). ALL REFERENCla- SPECIFICATIONS AND STANDARDS SHALL BE THE -- LATE -ST EDITION UNLESS OTHERWISE NOTED. 2� VVHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RE,':3'OLVE0 BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTORS 5H , ALI. IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEERS 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 OEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE 5T , ART 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 STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON- I,IfETRIC EDITION UNLf_-_S_5 OTHERWISE DIRECTED BY THE C17 -Y TRAFFIC ENGINE -FR. 6, IT ShALL BE THE RESPONSIBILIn' OF THE CONTRACTOR TO MAINT41N BARRICADES, DELINEATORS OR OTHEI? TRAFFIC CONTROL DEVICES AT ALL TIMES, 7 THE CONTRACTORS SHALL OB7AIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM FIVE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE 31ALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, 51-OPIAIG OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIRf-EMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA, TRENCHES LESS 7 -1 -IAN FIVE (,�) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT 9, NO MATERIAL OR EQUIPMENT SHALL BE STORED //\/ THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PEMIT FOR THAT PURPOSE 10, THE LOCATIONS OF UTILITES SHOWN HAVE BEEN DETE.RMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBIL17"Y OF THE CONTRACTOR 'TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRE -CAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR S14ALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800--277-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUOING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTIL17Y COMPANIES SHALL BE GIVEN TWO, WORKING DAYS NOTICE PRIOR TO WORK AROUNO THEIR FACILITIES, 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR 141ATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE VIATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. I J� CURVE DA7_A REFERS TO THE FACE OF CURB. 14� STAPONING 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 GRADE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTRION CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY' MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER, 17 REMOVAL AND REPLACEMENT OR EXISTING SURVEY CONTR-OL, INCLUDING SURVEY MONUMENTS, MONUMENT RES 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 ESTABLIS1-fED FOR LATER REPLACEMENT OF THE MONUMENT 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINE-55 AT ALL TIMES. A MINIMUM 12 FOOT LAND SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 79. 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. 21. 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 CON,5TI?UCTION WITHOUT PRIOR WRITTEN APPROVAL. 2Z NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23� A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL R-ACKFILL COMPACTION, FAILURE TO OBTAIN THE REQUIREO DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE 3PE(" ED DENSITY IS OBTAINED, ,IFI 24� CARE _51-IOULD 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 S11VALES 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 INS7ALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30, APPROVED SOIL SFERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR To PLA CEMEN T. ,31. PAVF_-MENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO RE -VISION AND APPROVAL OF THE C17 -Y ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. ,32, ACTUAL THICKNESS OF A.C. PAVEMENT AN010R 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. ,3,3. ALL MANHOLES, CLEAN OUT FRAMES, COVERS AND VALVE 8OXES 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. J5 CONTRACTOR SHALL RELOCATE ANDIOR REP1,4CE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFTECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE C17 -Y ENGINEER, 36, AS -BUILT DRAWINGS _5HALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. SHEETINDEX SHEET 1, GENERAL NOTES, VICINITY MAP TYPICAL SECTIONS, LEGEND, QUANTITY ESTIMATES, DETAILS AND SHEET INDEX SHEET .2, ALMOND AVENUE PALN AND PROFILE, 665.49' NORTH OF VALLEY BLVD. SHEET 3, VALLEY BOULEVARD PLAN AND PROFILE, 1,33. 18' WEST OF ALMOND AVENUE SHEET 4, CATCH BASIN DETAIL C� I IN Y OF FOA AM A Gomm= mumam INDEX MAP SCALE: 1 "=80' UTILITY CONTACTS VICIN17Y MAP ELECTRICITY WA TER SEWER SOUTHERN CALIFORNIA EIDSON COMPANY FONTANA WATER COMPANY CITY OF FONTANA 300 N. PEPPER A VE. 8440 NUEVO AVENUE 8353 SIERRA AVENUE RIALTO CA. 92376 FONTANA, CA. 92J35 FONTANA, CA. 92J35 UNDERGROUND: (909) 357-62,33 ATTN: MICHAEL McGRAW ATTN: BRIAN WREN TRANSMISSION: (909) 875-5100 (909) 822-2201 (909) 350-66J2 PIPELINES: (909) 657-12,3J FAX (909) 2<5,3-5046 DISTRIBUTION: (909) 357-6233 SAN BERNARDINO GAS GENERAL TELEPHONE COMPANY COMCAST CABLEVISION SOUTHERN CALIFORNIA GAS CO� 1400 E. PHILLIPS RANCH BLVD. 1205 DUPONT AVENUE 1987 LUGONIA AVENUE ONTARIO, CA. 91766 ONTARIO, CA. 91761 REDLANDS, CA. 92J74 ATTN: STEVE HOCK ATFN: JACK HAYES ATT'N: JOHN OATES (800) 422��-413J (909) -590-47,38 -EMERGENCIES: (800) 427-2200 , " �M THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES;, CONDUITS OR ANY OTHER STRUCTURES SHOWN ON THESE DRAWINGS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR /5 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THE 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 THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING NOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, 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. EXISTING IMPROVEMENT VALLEY BOULEVARD T. /, = 70. 5 NOT TO SCALE I __j ,34' 32' 12;' 22' 26' 0,501 5'_ '51W 2% VARIES 2.107, -2j9X, 27. 00 EXISTING IMPROVEMENT I m, 104 "h � 'lit 00 A 0 1111ilj wllllo 1) 01 o ALMOND AVENUE T. /. := 6.5 NOT TO SCALE f------ 40 - MIN. v T _E ex. __PA _Vvt Mw EN a VICIN17Y MAP GRIND 0, 70' MIN. NOT TO SCALE AND 0 VERLA Y 0. 7 0' MIN. NEW PAVEMENT"'111 SECT ION LAP JOIN DETAIL SAN BERNARDINO NOT TO SCALE —AVE. CONSTRUCTION NOTES: OUANTITIES < CONSTRUCT INDUSTRIAL DRIVEWAY PER CITY STD, NO. 100,5A, W= 60, 3 EA CH CONSTRUCT 8" P.C.C. CURB AND GUTTER PER CITY STD. NO� 1003 m Li 5, 185 S. F VALLEY < CONSTRUCT 6' WIDE P.C.C. SIDEWALK PER CITY STO, NO, 1015 7,566 S�F. BLVD SA /V o BER ARDHO FRWY QvOzza, 7 EACH CONSTRUCT 6.5" A.C� MIN. (VALLEY BLVD.) OVER 72" MIN. OF '95% COMPACTED NATIVE. SUBGRADE 10 Up , RR 4,5 �f MIN. A.C. (ALMOND AVE.) SLOVER @) AVE I EACH @ CONTRUCT LOCAL DEPRESSION AT CATCH BASIN PER APWA STD. NO, J1,3-7, CASE A I EACH __j ,34' 32' 12;' 22' 26' 0,501 5'_ '51W 2% VARIES 2.107, -2j9X, 27. 00 EXISTING IMPROVEMENT I m, 104 "h � 'lit 00 A 0 1111ilj wllllo 1) 01 o ALMOND AVENUE T. /. := 6.5 NOT TO SCALE f------ 40 - MIN. v T _E ex. __PA _Vvt Mw EN a GRIND 0, 70' MIN. AND 0 VERLA Y 0. 7 0' MIN. NEW PAVEMENT"'111 SECT ION LAP JOIN DETAIL NOT TO SCALE CONSTRUCTION NOTES: OUANTITIES CONSTRUCT INDUSTRIAL DRIVEWAY PER CITY STD, NO. 100,5A, W= 60, 3 EA CH CONSTRUCT 8" P.C.C. CURB AND GUTTER PER CITY STD. NO� 1003 898 L. F, CONSTRUCT 5' WIDE P.C.C. SIDEWALK PER C17 -Y STD. NO. 1015 5, 185 S. F CONSTRUCT 6' WIDE P.C.C. SIDEWALK PER CITY STO, NO, 1015 7,566 S�F. SAW—CUT, REMOVE AND DISPOSE EXISTING A.C. PAVING 13,980 S. F CONTRUCT CURB RETURN ACCESS RAMP PER CITY STD. NO� 7006 7 EACH CONSTRUCT 6.5" A.C� MIN. (VALLEY BLVD.) OVER 72" MIN. OF '95% COMPACTED NATIVE. SUBGRADE 19,651 S. F. 4,5 �f MIN. A.C. (ALMOND AVE.) @) CONTRUCT CATCH BASIN PER APW4 STD. NO. 300-.-2, W=27' I EACH @ CONTRUCT LOCAL DEPRESSION AT CATCH BASIN PER APWA STD. NO, J1,3-7, CASE A I EACH (3� RELOCATE EXISTING POW -FR POLES (-BY OTHERS) 2 EA CH ADJUST EXISTING WATER VALVES TO GRADE PER C17 -Y STD, NO� 1,30 6 EACH CONSTRUCT DISCHARGE STRUCTURE PER CITY STD. NO, 124 3 EACH LEGEND U2 EXTEND EXISTING 24" X 18" BOX CULVERT TO CURB INLET STRUCTURE PER RC8 SECTION ON SHEET 3 17 5 L. F. FL FLOWLINE ELEVATION @ RELOCATE EXISTING FIRE HYDRANT BEHIND NEW CURB I EA CH TC TOP OF CURB ELEVATION (g REMOVE AND DISPOSE EXISTING HEADWALL I EACH (X) EXISTING ELEVATION 15 REMOVE AND DISPOSE EXISTING BILLBOARD I EA CH 5 SEWELINE (6) INSTALL STREET LIGHT, 9500 LUMEN HPSV, 27 FEET HIGH PER CITY STD. 10 16 ( SEE ST LIGHT PLAN) 4 EA CH W WATERLINE INSTALL STREET LIGHT, 22000 LUMEN, 30 FEET HIGH PER CITY STD. 1016 (SEE ST LIGHT PLAN) 2 EA CH FS FINISHED SURFACE INSTALL STREET SIGN PER CITY STANDARD NO. 139 7 EACH NG NATURAL GROUND PAINT LIMIT LINE AND "STOP" PAVEMENT MARKING PER CAL7-RANS STD. NOS. A24D AND A24E I EA CH STREET LIGHT INSTALL STREET NAME SIGN PER CITY STANDARD 1,39 7 EA C H A. C. PAVING INSTALL COMMUNICATION CONDUIT PER DETAIL ON SHEET I JJ4 L� F. PCC SURFACE RE—STRIPE STREET CENTERLINE TO MATCH EXISTING L.S, GRIND AND OVERLAY GRIND 0. 10" (MIN.) AND OVERLAY A.C. 0. 10' (MIN.) L.S� REMOVE AND REPAVE BENCH MARK: DESCRIPTION: DESCRIPTION: S.B. COUNTY B.M, # 00608, SPIKE IN PP BASIS OF BEARINGS /S THE CENTERLINE OF VALLEY BOULEVARD BEING N89*,3871"E PER RE 12,3135 �-` 1r.9 rVCT lAfE'CT AE7 DAMAMA A%lr CVTrk101Ak1 TAP cAlml ^r n n rnAm/