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HomeMy WebLinkAbout4431-1i 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 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. 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) 350-7610. 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 CONTRACTORH SHALL OBTAIN A PERMIT T PERFORM O P R ORM EXCAVATION OR WORK TRENCH C O K FOR TRENCHES 5 FEETR GREATER 0 GREA E IN DEPTH FROM THCALIFORNIA E STATE DIVISION OF INDUSTRIAL SAFETY. & 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 SAFETY. 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 TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERE TO. 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. 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 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 ORLICENSED 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 LATERREPLACEMENT 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 CLOSURE 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. 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 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 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 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.G. 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 SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. BENCHMARK ID: 255 DATE: 9-67 ELEVATION: 1358.31 DESCRIPTION: ALDER & MILLER - PK NAIL WEST END SWCR ELEVATION 1.358.31 PROPERTY OWNER: HAIK KESHISHIAN 1539 N. HARVARD BLVD LOS ANGELES, CA., 90027 PHONE: 818-621-9373 A.P.N.:0243-322-01 TOLL FREE " 1-800-287-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STREET IMPROVEMENT PLANS - _ --------------------------- I _=__----------- ----__--___------------------- ------ I � Ali J II MILLER AVENUE I XIjI Os ' XII SII i r r / i \ \ \x,I i' CE EX TO C \ r \ C -EA DWY `S90'OGi,i;` I r`r \ T •� I ' t 4 r\ , r t r I o ---------- '00"W 137.00 S90'00 I s i :I INDEX MAP SCALE:1 ":20' LEGAL DESCRIPTION: STL AND W CO SBL PTN N 4 1/2 AC W 1/2 LOT 413 COM NW COR SD LOT AT C/L INTERSECTION LAUREL AVE AND MILLER AVE TH ELY ALG N LI SD LOT 170 FT TO NW COR THAT CERTAIN PROPERTY CONVEYED TO PAUL J AND MARCIA T HENRY BY DEED RECORDED SEPT 30 1957 IN BK 4334 PG 317 OFFICIAL RECORDS TH SLY ALG WLY LI SD PROPERTY 145.5 FT M/L TO INTERSECTION OF ELY EXTENSION OF N LI OF THAT CERTAIN PROPERTY CONVEYED TO NELSON E AND ERNESTINE P KEYSER BY DEED RECORDED SEPT 30 1957 IN BK 4334 PG 261 OFFICIAL RECORDS TH WLY ALG SD N LI SD KEYSER PROPERTY AND ITS ELY EXTENSION THEREOF 170 FT M/L TO C/L LAUREL AVE TH NLY ALG C/L LAUREL AVE 145.5 FT M/L TO TRUE POB EX ST .356 AC M/L © Y pGEssio O7 0109.30011 SDMH = STORM DRAIN MANHOLE E� �(VU�1.i CD SIHVONEN R MILLER AVENUE 20211 3tc)-('10- 00460 '41 Cq[I FORN�P QO GCX SPS -7? 3 O L_ c* P�"5cl�s BASIS OF BEARING. ' C-►I��. CLOGS; THW = TOP OF HEADWALL TOPOGRAPHIC MAP WAS PERFORM ON 08-26-07 AND THE BEARINGS SHOWN HEREON ARE BASED UPON THE CENTER LINE OF MALOOF STREET BEING N 00' 00' 47" E AS SHOWN ON RECORD OF SURVEY No. 81/64. SITE\ 0' 20' 40' 60' SCALE: 1 ":20' LEGEND BASELINE I JI ROAD L VAULT - ELECTRIC VAULT T C - TOP OFCURB > FARNEY AVENUE ® WV = t FL = FLOW LINE J 0 E RAMONA AVENUE w = TOP OF BERM --� = SIGN Li < © Y - O7 V SDMH = STORM DRAIN MANHOLE EA ❑ PB = PULL BOX EXISTING POWER POLE TO BE RELOCATED _------------------------ MILLER AVENUE °7 FG FOOTHILL BLVD O I = TELEPHONE MANHOLE THW VICINITY MAP N.T.S. tj F.H. = FIRE HYDRANTANT QUANTITY ELC C VAULT - ELECTRIC VAULT T C - TOP OFCURB 0-A STLT = STREET LIGHT. ® WV = WATER VALVE FL = FLOW LINE TRFSIG = TRAFFIC SIGNAL OS SMH = SEWER MANHOLE TB = TOP OF BERM --� = SIGN CONST. 6.5" MIN. A.C. OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE_ - - - - - - 2,622 SQ.FT. © FS = FINISH SURFACE O7 OD SDMH = STORM DRAIN MANHOLE EA ❑ PB = PULL BOX EXISTING POWER POLE TO BE RELOCATED _------------------------ 1 EA FG = FINISH GRAGE ❑ WM = WATER METER O TELMH = TELEPHONE MANHOLE THW = TOP OF HEADWALL ❑ TELPED = TELEPHONE PEDESTAL • PP = POWER POLE r ' ; REMOVE EXIST AC PAVEMENT _ - _33 LF 13 CONST. 2" A.0 PAVEMENT OVER DETAIL ON SHEET No. 2 _ - - - - - - - - - - - - - - _ 135 SQ.FT. 14 ❑ MB = MAIL BOX S/W = SIDEWALK PROP AC PAVEMENT 000 EX. ROCK FENCE 15 CONST. 8" A.C. DIKE PER CITY STANDARD 1007----------------------62 LF CONSTRUCTION NOTES: QUANTITY O1 CONST. 8" CURB AND GUTTER PER CITY STANDARD 1000 - - - - - - - - - - - - - - - -191.58 LF U2 CONST. SIDEWALK PER CITY STANDARD 1006----------------------191.58 LF �3 CONST. RESIDENTIAL DRIVEWAY APPROACH (W=16') PER CITY -STANDARD 1002- - - _ _ - - _ - _ 1 EA ® EXISTING MAIL BOX TO BE RECOLATED_ _ - - - - - - ` _ _ 1 EA O5 CONST. 6.5" MIN. A.C. OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE_ - - - - - - 2,622 SQ.FT. © GRIND AND OVERLAY SEE DETAIL 1 IN SHEET 1 _ _ - - - _ _ - _ 750 SQ.FT. O7 CONST. CURB RETURN ACCESS RAMP PER CITY STANDARD 1003 _ - - - - - - - - - - - - - _ 1 EA ® EXISTING POWER POLE TO BE RELOCATED _------------------------ 1 EA ® EXISTING WATER VALVE UPGRADE ----------------------------_ 1 EA 10 EXISTING WATER METER TO BE RELOCATED_ - - - - _ _ _ _ - - _ 1 EA 1 1 CONST. 30"W x 9"H R.C.B. PER L.A. COUNTY STANDARD PLAN 3053-0, PAGES 1,3,21 OF 21_ - _164 LF 12 PROPOSED REDWOOD HEADER_ _ - - - _ _ - - - - - - _ - _33 LF 13 CONST. 2" A.0 PAVEMENT OVER DETAIL ON SHEET No. 2 _ - - - - - - - - - - - - - - _ 135 SQ.FT. 14 DEMOLISH EXISTING CONCRETE HEADWALL & CONSTRUCT PIPE CONECTION _ - - _ _ _ - - - - _ _ 1 EA TO STORM DRAIN PER S.P.P.W.C. STANDARD 342-1 15 CONST. 8" A.C. DIKE PER CITY STANDARD 1007----------------------62 LF 16 WATER METER & SPRINKLER HEADS TO BE RELOCATE _------------------_ 1 EA 17 PROVIDE MANHOLE FOR CLEANING R.C.B. PER CITY STD No. 3000_ - - - - - - - - - - - - - - 1 EA 18 CONST. AC BERM WITH SAND BASE PER DETAIL ON SHEETS 2 & 3 - - _ - - - - - - - - - - _ 1 EA 19 CONST. 4.5" MIN. A.C. OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE _ - _ _ - _ _1,058 SQ.FT. NORTH R/W=E :: SOUTH R/W=R INDEX SHEET 1 INDEX MAP, NOTES AND STREET, SECTION 2 PLAN AND PROFILE LAUREL AVENUE 3 PLAN AND PROFILE MILLER AVENUE 4 CONSTRUCTION STANDARD PLANS SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE ,P-62 ) 2A•W i�G- PLANS TO BRING THEM INTO CONFORMANCE WITH REVISION DESCRIPTION DATE ENGR. CIT 0AVE STANDARDS IN EFFECT. MILLER AVENUE. FROM LAUREL AVE TO 170 FEET EAST LAUREL: FROM MILLER AVENUE TO 145.5 FEET SOUTH PROFESS10h M No, C69511 A * EXP, 6/30/08 sT CIV 9TF F CA1.TF��� APPROVED BY: ISRAEL jW11 /C/OGO&VIS ENGINEERING - LAND DEVELOPMENT 3462 BUCKINGHAM RD. CHINO HILLS, CA (909) 614 1525 FAX (909) 614 1525 No, 69511 6/30/08 CIVIL ENGINEER LIC. EXP. DRAWN BY: GL DESIGNED BY: M G (, CHECKED BY: MG I TYPICAL SECTION 5' LAUREL AVENUE N.T.S. T.I.= 5.5 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN SCALE: 7711 LAjLIREL AVENUE AS SHOWN TLE SHEET DATE: 9/21/07 AP OVED Y: / Z Y� DRAWING NO,: 1 DATE: ( DWG 4431 CITY EN'utNEER R.C.E. 51152 �f 44' ` 44' 32' 30' 32' A.C. PAVEMENT OVERLAY x I�CL 14' 18 12' Ly (MIN. 0.10' THICKNESS) ' Lj TO °- 01.83 TO 0.10' MIN 5' MIN. 1 MIN. PROPOSED �0 (1.83% t �1-71%89%�_- 3^51%_ _ 3_51q) 2�qo --(6' A.C. PAVEMENTz :..- , _ _ A` TYPICAL SECTION MILLER AVENUE GRIND EXIST. A.C. PAVEMENT -` � N.T.S. T. I. = 9.0 (MIN. 0.10' THICKNESS) EXISTING SAWCUT AND REMOVE A.C. PAVEMENT EXISTING AC PAvEMEN T WEST EAST R/vr R/w-R TYPICAL PAVEMENT JOIN 1 DETAIL 66' r; INDEX SHEET 1 INDEX MAP, NOTES AND STREET, SECTION 2 PLAN AND PROFILE LAUREL AVENUE 3 PLAN AND PROFILE MILLER AVENUE 4 CONSTRUCTION STANDARD PLANS SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE ,P-62 ) 2A•W i�G- PLANS TO BRING THEM INTO CONFORMANCE WITH REVISION DESCRIPTION DATE ENGR. CIT 0AVE STANDARDS IN EFFECT. MILLER AVENUE. FROM LAUREL AVE TO 170 FEET EAST LAUREL: FROM MILLER AVENUE TO 145.5 FEET SOUTH PROFESS10h M No, C69511 A * EXP, 6/30/08 sT CIV 9TF F CA1.TF��� APPROVED BY: ISRAEL jW11 /C/OGO&VIS ENGINEERING - LAND DEVELOPMENT 3462 BUCKINGHAM RD. CHINO HILLS, CA (909) 614 1525 FAX (909) 614 1525 No, 69511 6/30/08 CIVIL ENGINEER LIC. EXP. DRAWN BY: GL DESIGNED BY: M G (, CHECKED BY: MG I TYPICAL SECTION 5' LAUREL AVENUE N.T.S. T.I.= 5.5 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN SCALE: 7711 LAjLIREL AVENUE AS SHOWN TLE SHEET DATE: 9/21/07 AP OVED Y: / Z Y� DRAWING NO,: 1 DATE: ( DWG 4431 CITY EN'utNEER R.C.E. 51152 �f