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HomeMy WebLinkAbout2914-1.r BASELINE RD. w STREET IMPROVEMENT PLANS GENERAL CONSTRUCTION NOTES Uj u1 Q > > MONTGOMERY AVE. 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE Q SITE Q Q CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN SAN JACINTO AVE. BOOK"), ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS SAN JACINTO OTHERWISE NOTED, SAN JACINTO AVE. SAN 2 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR JACINTO, AVENUE AND OLEANDER AVENUE TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING QDAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS, CALL AVE. (909) 350-7610, 0 RAMONA Uj RAYMOND AVE. d w D- Z RAMONA AVE, w 3 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL W} CITY 0 FONTANA COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS, ZQ C] 4 CURVE DATA REFERS TO THE FACE OF CURB. MILLER p AVE. 5 STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED, SAN BERNARDINO CSTATE OF C 6 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREET$. 7 THE LOCATION 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 `t 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. VICINITY MAP 6 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISH GRADE BY j'� THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. N.T.S. lul 9 THE- CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPING IRRIGATION, II 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 I SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER, CONSTRUCTION ITEMS / 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, SAN JACINTO AVENUE 12 WHEN 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 SYMBOL ITEM QUANTITY r 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 O CONSTRUCT 4.0' WIDE CONCRETE 1,568 S.F. 7 D" �' I CONCRETE. SIDEWALK PER CITY ST'D. PLAN / oln 15 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, NO. 1015 INSPECTED AND APPROVED. l \ 16 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED OBY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS CONSTRUCT NEW 0.33' A.C. OVER COMPACTED 80 TONS J OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) NATIVELU FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT, 4 PM N0. 9 :D 17 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 O HORIZONTAL SAW CUT 692 L.F. W FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY, Q SCALE - 1 30' IS NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR, OPLACE / CONSTRUCT NEW 0.38' A.C. OVER COMPACTED 82 TONS w 19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD SILT OR DEBRIS TO BE DEPOSITED NATIVE PRIVATE ENGINEERS NOTE I LLJQ ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Z 20 IT SHALL BE THE RESPONSIBILITY OF -,'THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER O REMOVE EXISTING TREE 3 EA. ASSUMING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN w TRAFFIC CONTROL AT ALL TIMES. O THE EVENT OF DISCREPANCIES ARISING DURING THE CONSTRUCTION THE -j 21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE 6 PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AND 4 O REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED CONSTRUCT NEW 8 CONCRETE 130 L.F. ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE DENSITY is OBTAINED. CURB W/18" GUTTER PER CITY. CITY ST'D. DESIGN PLAN N0. 1003 22 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. ' 23 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BE THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE O CONSTRUCT HANDICAP RAMP PER 1 EA. ( II RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CITY ST'D, DESIGN 104A NOTICE TO CONTRACTORS �I UTILITY PURVEYORS: CONSTRUCTION. I 24 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET (SAW CUT CURB HORIZONTALLY FOR RAMP) CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED SEWER: IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUMENON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. CITY OF FONTANA SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 8353 SIERRA AVENUE 25 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY, MONUMENTS, MONUMENT TIES, OR BENCH MARKS O CONSTRUCT NEW 12 WIDE 2 EA. WITHOUT PRIOR NOTIFICATION TO THE -CITY ENGINEER. CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, FONTANA, CA 92335 DRIVEWAY PER CITY ST'D. THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED 714-350-7640 26 REMOVAL AND REPLACEMENT OF THE EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, DESIGN DETAIL 103 TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL, ENGINEER OR LICENSED DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL WATER: SURVEYOR, SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL LEGEND BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO THE CONSTRUCTION LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON FONTANA WATER COMPANY SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. O CONSTRUCT NEW 16' WIDE 3 EA. THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN T.P. = TOP PAVEMENT 8440 NUEVO AVENUE DRIVEWAY PER CITY ST'D. PROFESSIONAL.T.C. =TOP CURB FONTANA. CA 92335 27 PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF 909-822-2201 THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. DESIGN DETAIL 103 ALL CONTRACTOR AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO F.L. =FLOW LINE POWER: 28 ACTUAL THICKNESS OF A,C, PAVING AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A M.H. =SEWER MAN HOLE SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR 10 INSTALL 4" EXTRA STRENGTH 104 L,F, SAFE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND S.L. =STREET LIGHT SOUTHERN CALIFORNIA EDISON COMPANY APPROVAL UPON COMPLETION OF ROUGH GRADING. VITRIFIED CLAY PIPE PER CITY SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH F.H. = FIRE HYDRANT 7951 REDWOOD AVENUE THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES A ST'D. DETAIL 125 AND 125A. TRENCHING REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORNIA FONTANA, CA 92336 29 MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND -S- = SANITARY SEWER 714-357-6231 EMERGENCY VEHICLES. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". THE CIVIL AND BACKFILL PER CITY ST'D. DETAIL 131 -W =WATER MAIN ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS OR GAs: NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT PRIOR APPROVAL SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. -G- = GAS MAIN SOUTHERN CALIFORNIA GAS COMPANY 30 of THE INSPECTOR. 11 PROTECT IN PLACE = REMOVE EXISTING PAVING 16231 VALLEY BLVD. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF SEWER FONTANA, CA 92335 31 LATERAL. = NEW A.C. PAVING THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AND EFFECTIVE MEANS OF DUST CONTROL, INCLUDING 12 REMOVE A.C, OR P.C.C. AS SHOWN 342 S.F. PRIVATE ENGINEER'S NOTICES TO CONTRACTORS = EDGE EXISTING A.C. TELEPHONE: 32 ADEQUATE WATERING, AT ALL TIMES. =TREE PACIFIC TELEPHONE THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR 9000 HELLMAN AVENUE 33 DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY 13 REMOVE EXISTING DRIVEWAY 1 EA. STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RANCHO CUCAMONGA, CA 91730 TRAFFIC ENGINEER. RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OR =PALM TREE UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, 34 . STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY ENGINEER, LIABILITY AS TO THE EXACT 14 LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION EXISTING GARAGE LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE 35 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOTALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES 15 EXISTING 5' HIGH WROUGHT IRON AND MASONRY WALL SHOWN HERON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. 36 PER HOUR. THE CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS 6 VERTICAL SAWCUT THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO THE UNDERGROUND SERVICE 37 AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. ALERT (U.S.A.) PHONE 1-800-227-2600 TWO (2) WORKING DAYS PRIOR TO DIGGING. TABLE OF CONTENTS NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AND INQUIRY 17 REMOVE EXISTING GARDEN WALL IDENTIFICATION NUMBER ISSUED BY U.S.A. SHEET 1 TITLE SHEET SHEET 2 OLEANDER AVENUE STA. 10+00 TO STA. 11+80 C 0 -R, -r I G R_' ED N 1 S CONSTRUCT NEW GARDEN WALL SHEET 3 SAN JACINTO AVENUE STA. 8+30 TO STA. 10+00 __ -__ ,>>D 'JOES.G 'Xq_l -Q N - - .... DATE -!3 f QA _.C3`(__ _ • Under _..._. _ ti oFEssi C.T.I�, INC. CITY OF FONTANA, CALIFORNIA _o _. RECO RO QRAWh1G ©R `:foi eT Q� 0�� g ►;O U n ____ ,� E E'i ,twER t, 1 caA T SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENT NOT �� CONSULTING cI S PARCEL MAP 14987 S R _'SE 4 �%iENGINEERS Service AIert COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL _ _C. O_C_A T.�ONS .._ .__ _ , CARL T. xoBelNs, Jr. Z 8880 BENSON AVE, SUITE 100 DRAWN BY:" SCALE: of Southern California SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, rn MONTCLAIR,,CALIFORNIA 91763 BENCH MARK No. 13669 rn JR THE CITY ENGINEER MAY REQUIRE REVISIONS 'TO THE PLANS TO `� (9 9 94 1 9 9) 9 33 FAX TITLE ET • Exp., 3-31-06 CO. N+F IN POLE # 801781E CQII. TOLL FREE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND * ,� I DESIGN BY: DATE; N. E. CORNER OLEANDER & BASELINE CK / / —800— STANDARDS IN EFFECT. CIVIL ENGINEER P �, 3 7 a 12 14 00 � CARL T, KOBBINS JR ,,�„ DATE q% ' CHECKED BY: APPW4� DRAWING NO: 4 rr�� ��++ 291 ELEV. = 1405.86 (FT.) 227—LV00 FQF CAS-\F� RCE 13669 EXP 3-31-03" TWO WORKING DAYS BEFORE YOU DIG �a•'B" f 4c Cr�'.r NQ140W R.C.E,5U52 _ DATE: 3