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Home My WebLink About2973-1MARK STREET C ENERAL NOTES I ALL WORK SHALL BE IN ACCORDANCE WITH THE5E PLANS, THE CITY OF FONTANA STANDARD PLANS, THE THE CONTRACT PROVISIONS AND THE STANDARD 5PECIFICATiON5 FOR PUBLIC WORK CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2 HHEN A TECHNICAL CONFLICT 15 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 ,EN6INEERIN6 DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION CORDINATION SHALL BE REQUESTED AT LEAST TWO HORK I N6 DAYS PRIOR TO THE START OF ANY HORK IN PUBL I C RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALI_0101)550-7610. 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 ENC INFER. 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 OR TRENCH HORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CAL i FORNI A 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, 5LOPINC 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 AL50 BE GUARDED HHEN THE POTENTIAL EXISTS FOR &ROUND MOVEMENT. Q NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF HAY HITHOUT 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 F I ELD,THE TRUE LOCATION AND ELEVATION OF ANY EXI5TIN& UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 THO HORKING DAYS BEFORE EXCAVATION. 11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION HITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, OAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPIN6, LANDSCAPE IRRIGATION. DOMESTIC HATER, RECLAIMED HATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN THO WORKING DAYS NOTICE PRIOR TO HORK AROUND THEIR FACILITIES. 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR HATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPIATE HATER COMPANY FOR VALVE OPERATION AND HATER REOUIREMENTS. 15 CURVE DATA REFERS TO THE FACE OF CURB. 14 STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERHISE NOTED. 15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN 6RADE5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRE5ERVATiON OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16 THE CONTRACTOR SHALL NOT DISTURB EXI5TIN6 SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS NITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 1-1 REMOVAL AND REPLACEMENT OF EXI5TIN& SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REC 15TERED CIVIL ENG I NEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT HILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE MEEK PRIOR TO CONSTRUCTION 50 THAT TIES TO MONUMENTS CAN BE ESTABL I SHED FOR LATER REPLACEMENT OF THE MONUMENT. IS THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RE51DENTS 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. la THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE NATERIN6, AT ALL TIMES. 20 ALL &RAVING OPERATIONS SHALL BE DISCONTINUED HHEN SUSTAINED HIND 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. 25 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-HORKIN& OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY 15 OBTAINED. 24 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SHALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLt SHALES ENTERING OR LEAVING IMPROVEMENT5. 25 THE F I NAL LOCATION AND W I DTH 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 "5" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEHER LATERAL. 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND RE I NFORC I N6 STEEL HAVE BEEN PLACED, I N5PECTED AND APPROVED. 2ct ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 50 APPROVED SOIL 5TERILANT 15 REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 51 PAVEMENT STRUCTURAL 5ECTION5 5HOHN ARE MINIMUM AND SUBJECT TO REV1510N AND APPROVAL OF THE CITY EN&I NEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH C - RAD I N6. 52 ACTUAL THICKNESS OF A.G. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A CEOTECHN I CAL REPORT AND APPROVAL UPON COMPLETION OF ROUGH &RAVING. 55 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE -BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 54 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL 516NIN&, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICE5 TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 55 CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENG I NEER. 56 AS -BUILT DRANIN65 SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, HHO SHALL PROVIDE RECORD DRAW I N65 TO THE CITY EN61 NEER. EX15T. EXI T. EW R� R/ Vq 30' 54' ' 12' 20' 1i ry � 9 a_oo� ®® r.IJii ti :r ®s_�t 5 To 5% la f •{ � 1 3 LEX15T. C ROUND EX 15T. A.0 . PAVEMENT OLEANDER A\/E.1 TYPICAL GRO55 SECTION NOT TO 50AL.E NEN EX 15T. EX I TT. R/H1-00 1 1 54' 541- 0.51 150 owl ..go5' 6.5' 22' 22' 1 12.6' 20 / , 5 I EXI5T. A.C. PA\/EMENT,-/ GYFRE55 AVE. TYPICAL OR055 5EGTION REVISIONS DESCRIPTION NOT TO 50ALE NORTH EXI5T. I 50' 201— No-go 0' 1 1 1 2%LEVEL L I NEL1 �, , ze., EXIST. &ROUND u PROPOSED A.G. PAl(EMENTZ CUL—DE—SAG TYPICAL GR055 SECTION APPROVED I DATE NOT TO SCALE OMER: JUAN ROJAS ADDRESS; 247 E. H 16 HLAND AVE. SUITE 204 SAN BERNARD I NO, CA 12404 (101) 882-I Sa8 LU No. C54826 Exp ' k-9 • sT CIV11- �TFOF CAuF�� J PRI \/ATE ENC I NEER'S NOTE The private engineer signing these plans is responsible for assuming the accuracy and acceptability of the work hereon. in the event of discrepancies arising during construction the Private engineer shall be responsible for determining on acceptable solution and revising the plans for approval by the City. PA\/INC NOTF.s Actual thickness of base material to be determined by soil test and recommended by the Soils Engineer "R" Values, gravel equivalents and structural section of streets shall be submitted to the City of Fontana for approval upon completion of rough grading. 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 gunite swales, entering or leaving improvements. Pavement sections shown are minimum and subject to revision and approval of the City as required by soils test taken after completion of rough grading. Construct "A.C. over A.B." paving. (Assume 4" A.C. over native for estimating purposes only. Actual paving thickness to be determined per #(b and #7 general notes.) i'R I VATF- ENO I NEER'S NOTES TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES 5HONN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EX I ST I N6 UTILITIES EXCEPT AS 5HONN ON THESE PLANS. THE CONTRACTOR.15 REGU I RED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UT I L 1 TY LINES SHOWN ON THESE DRAW I N65. THE CONTRACTOR FURTHER ASSUMES ALL L I AB i L I TY AND RE5PON51 B I L I TY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES 5HONN OR NOT SHOWN ON THESE DRAHIN65. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RE5PON51 B I L I TY FOR JOB 51TE CONDITIONS` DURING THE COURSE OF THE CONSTRUCTION OF THI5 PROJECT, I NCLUD i N6 SAFETY OF ALL PERSONS AND PROPERTY; THAT TH 15 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORK I N6 HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, THE OWNER AND THE ENG I NEER HARMLESS FRCM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION N I TH THE PERFORMANCE OF WORK ON TH 1 S PROJECT, EXCEPTI N6 FOR LIABILITY AR I S I N6 FROM THE 50LE NEOL I GENCE OF THE ONNER OR THE EN61 NEER. UNDERGROUND SERVICE ALERT.,,,, BASIS OF BEARING : PREPARED BY: WALNUT AVENUE CENTER LINE PER P.M. 5428 (W 89v S9' 55" E) BENCHMARK No 351 LOCATION: CENTER LINE INTERSECTION OF CITRUS AVENUE 4 BASELINE AVE. ELEVATION = 15014.56 (# 557) L (800) ��-2�0�0EOAL DESCRIPTION: THE NORTH 1/2 OF THE NORTH 1/2 OF LOT 15, ORANGE H 1 v110 WORKING DAYS BEFORE YOU DIG E I6HTS ACRES, IN THE COUNTY OF SAN BERNARD I NO, STATE OF CALIFORNIA, AS PER PLAT RECORDED IN BOOK 11 OF MAP5,PAOE 25, RECORDS OF SAID COUNTY. JNL ONSULTING ENGINEERS 5196 Benito Street, Suite 18, Montclair, CA 91763 Phone/Fac: (909) 626 9348 R.C.E. NO. C54826 EXPIRATION DATE: 03-31-04 PA -09-0/ DATE ft PROPERTY PROPERTY LINE 5MH SEWER MANHOLE (XXXX.XJ) EXISTING ELEVATION TC TOP OF CURB FL FLOW LINE CF CURB FACE FH FIRE HYDRANT WV WATER VALVE GS GROUND SURFACE EP EDGE OF PAVEMENT S/W SIDEWALK BW BACK OF SIDEWALK C.L. CHAIN LINK rI, CENTER LINE R/�P RIGHT OF WAY lu N.T.S. T***'r M V I G I N I NOT TO 50ALE CONSTRUCTION NOTES QUANTITY OI CONSTRUCT 4.5 MIN. A.G. PAVEMENT OVER COMPACTED NATURAL GROUND 2680 5F 2O CONSTRUCT 4" MIN. A.G. PAVEMENT OVER COMPACTED NATURAL GROUND 57740 SF O CONSTRUCT 8" CURB 4 GUTTER PER CITY STD. 1005 252 LF CONSTRUCT 6" CURB 4 GUTTER PER CITY STD. 1005 1180 LF (909) 350-7640 CONSTRUCT MODIFIED OR055 GUTTER PER CITY STD. 104 (MODIFIED TO 611) 1600 SF bO CONSTRUCT 16' HIDE, RE51DENTIAL DRIVEWAY APPROACH PER CITY 5TD. 105_ 15 EA 300 N. PEPPER STREET CONSTRUCT 4 "THICK, P.C.C. S I DENALK PER CITY 5TDS. 7050 SF CONSTRUCT H.0 RAMP PER CITY STD. 1006 2 EA. N CONSTRUCT A.G. OVERLAY ( I" MIN. THICKNESS) 4150 SF I D CONSTRUCT 6" AG BERM PER CITY STD. 156 42 LF II SAW CUT AND REMOVE EXIST. AC BERM 110 LF 12 EXISTING UTILITY TO BE RELOCATED BY OTHERS 6 EA. 13 SAN CUT EXISTING A.G. PAVEMENT TO A NEAT STRAIGHT CUT 200 LF i'R I VATF- ENO I NEER'S NOTES TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES 5HONN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EX I ST I N6 UTILITIES EXCEPT AS 5HONN ON THESE PLANS. THE CONTRACTOR.15 REGU I RED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UT I L 1 TY LINES SHOWN ON THESE DRAW I N65. THE CONTRACTOR FURTHER ASSUMES ALL L I AB i L I TY AND RE5PON51 B I L I TY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES 5HONN OR NOT SHOWN ON THESE DRAHIN65. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RE5PON51 B I L I TY FOR JOB 51TE CONDITIONS` DURING THE COURSE OF THE CONSTRUCTION OF THI5 PROJECT, I NCLUD i N6 SAFETY OF ALL PERSONS AND PROPERTY; THAT TH 15 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORK I N6 HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, THE OWNER AND THE ENG I NEER HARMLESS FRCM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION N I TH THE PERFORMANCE OF WORK ON TH 1 S PROJECT, EXCEPTI N6 FOR LIABILITY AR I S I N6 FROM THE 50LE NEOL I GENCE OF THE ONNER OR THE EN61 NEER. UNDERGROUND SERVICE ALERT.,,,, BASIS OF BEARING : PREPARED BY: WALNUT AVENUE CENTER LINE PER P.M. 5428 (W 89v S9' 55" E) BENCHMARK No 351 LOCATION: CENTER LINE INTERSECTION OF CITRUS AVENUE 4 BASELINE AVE. ELEVATION = 15014.56 (# 557) L (800) ��-2�0�0EOAL DESCRIPTION: THE NORTH 1/2 OF THE NORTH 1/2 OF LOT 15, ORANGE H 1 v110 WORKING DAYS BEFORE YOU DIG E I6HTS ACRES, IN THE COUNTY OF SAN BERNARD I NO, STATE OF CALIFORNIA, AS PER PLAT RECORDED IN BOOK 11 OF MAP5,PAOE 25, RECORDS OF SAID COUNTY. JNL ONSULTING ENGINEERS 5196 Benito Street, Suite 18, Montclair, CA 91763 Phone/Fac: (909) 626 9348 R.C.E. NO. C54826 EXPIRATION DATE: 03-31-04 PA -09-0/ DATE ft PROPERTY PROPERTY LINE 5MH SEWER MANHOLE (XXXX.XJ) EXISTING ELEVATION TC TOP OF CURB FL FLOW LINE CF CURB FACE FH FIRE HYDRANT WV WATER VALVE GS GROUND SURFACE EP EDGE OF PAVEMENT S/W SIDEWALK BW BACK OF SIDEWALK C.L. CHAIN LINK rI, CENTER LINE R/�P RIGHT OF WAY lu N.T.S. T***'r M V I G I N I NOT TO 50ALE FONTANA WATER COMPANY V14LNUT WALNUT T. T. FONTANA CA, 92334 SITE 51 TE � � STORM DRAIN 8353 SIERRA AVENUE a (909) 350-7640 a SO. CALIFORNIA EDISON COMPANY P. 0. BOX 788 300 N. PEPPER STREET RIALTO, CA 92376 to SP N � � STREET LIGHT POLE NEW A.C. PAVEMENT CABLE N: A.C. OVERLAY UTILITY NOTIFICATIONS FONTANA WATER COMPANY V14LNUT WALNUT T. T. FONTANA CA, 92334 SITE 51 TE � � STORM DRAIN 8353 SIERRA AVENUE a (909) 350-7640 a SO. CALIFORNIA EDISON COMPANY P. 0. BOX 788 300 N. PEPPER STREET RIALTO, CA 92376 to SP N � P.O. BOX 3003 WATER: FONTANA WATER COMPANY V14LNUT WALNUT T. T. FONTANA CA, 92334 SITE 51 TE � � STORM DRAIN 8353 SIERRA AVENUE a (909) 350-7640 a SO. CALIFORNIA EDISON COMPANY P. 0. BOX 788 300 N. PEPPER STREET RIALTO, CA 92376 to D N � P.O. BOX 3003 FONTANA, CA 92335 (909) 335-7769 CABLE N: U 1257 W BROOKS ST. ONTARIO, CA, 91762 (909) 983-9895 ASELIN ASELIN P.D. RD. WATER: FONTANA WATER COMPANY P.O. BOX 987 FONTANA CA, 92334 (714) 822-2201 SEWER & CITY OF FONTANA STORM DRAIN 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-7640 POWER: SO. CALIFORNIA EDISON COMPANY P. 0. BOX 788 300 N. PEPPER STREET RIALTO, CA 92376 (909) 357-6223 GAS: S0. CALIF. GAS COMPANY P.O. BOX 3003 FONTANA, CA 92335 (909) 335-7769 CABLE N: COMCAST CABLEVISION 1257 W BROOKS ST. ONTARIO, CA, 91762 (909) 983-9895 TELEPHONE: PACIFIC BELL 3939 E. CORONADO STREET ANAHEIM, CA 92807 (714) 666-5496 IRRIGATION: FONTANA UNION WATER CO. P.O. BOX 309 FONTANA, CA 92334 (909) 822-9190 CITY OF FONTANA CALIFORNIA DRAWN BY: STREET IMPROVEMENT TITLE SHEET SCALE: JNL FOR AS SHOWN DESIGNED BY: DATE: JNL TRACT , MAP N O . 16034 AUGUST, 2001 CHECKED BY: -E-.�Z 4,0 R6¢ Dwg.No. � Approved: JNL Po rt CITY ENGINEER R.C.E. -.6 1-1-6 Z9 —7:3 3 LEOEND