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Home My WebLink About4788-1CONSTRUCTION NOTES 7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCH 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA 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, 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. 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 THERETO. 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 WITHOUT APPROPRIATE AGENCY AUTHORIZATION. 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 STREET IMPROVEMENT PLANS FONTANA ..WATER COMPANY N.W.C. OF ARROW ROUTE AND TOKAY AVENUE 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA SD 27 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT G STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS w 0 VICINITY MAP NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE 32 ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE FIRE HYDRANT NOT TO SCALE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS > TOP OF CURB a LA OTHERWISE NOTED. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE 05 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS 31 RECOMMENDED BY A GEOTECHNICAL REPORT AN SUBMITTED TO THE Q O.C. THAT CAN NOT B RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE TF CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH AFTER COMPLETION OF ROUGH GRADING. v "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR GRADING. LEGEND R/W THE CITY ENGINEER FOR RESOLUTION. 33 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES a 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY C SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND z W ENGINEER. SHOULD RUN THEIR OWN QUANTITIES AND BID A COMPLETE JOB. UPON COMPLETION OF PAVING. 4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA 34 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL P.M.B. 200/8-9.IV STEPHEN Wh START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. CENTER LINE FF TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC 35 CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, EX. GROUND RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. BENCHMARK SPRINKLERS AND SIDEWALKS AFFECTED BY THE ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND 5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS FH CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. VELOCITIES EXCEED 25 MILES PER HOUR. AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC 36 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO z CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD FL CITY TRAFFIC ENGINEER. DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE DRAWINGS TO THE CITY ENGINEER. BACK OF WALK 6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 22 7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCH 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA 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, 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. 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 THERETO. 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 WITHOUT APPROPRIATE AGENCY AUTHORIZATION. 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 STREET IMPROVEMENT PLANS FONTANA ..WATER COMPANY N.W.C. OF ARROW ROUTE AND TOKAY AVENUE -o LEAVING IMPROVEMENTS. 0 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 co FONTANA STANDARD DETAILS. 26 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE COLOR AND FINISH FS TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. SD 27 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT G 17 w 0 VICINITY MAP NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE GRADE BREAK T MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A FIRE HYDRANT NOT TO SCALE ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR > TOP OF CURB a LA 30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT FOOTHILL 05 BLV LOW POINT 31 PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION Q O.C. REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TF ROUTE 66 AFTER COMPLETION OF ROUGH GRADING. v PROPERTY LINE TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR i LEGEND R/W RIGHT OF WAY 245 LATER REPLACEMENT OF THE MONUMENT. a CONSTRUCT 4.5" MIN. A.C. OVER 12" MIN. 95% COMPACTED NATIVE SOIL. C 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND z W SHOULD RUN THEIR OWN QUANTITIES AND BID A COMPLETE JOB. E Q E- - - — Y 0 E/T ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. SURVEY DATA BASED ON PARCEL MAP NO. 16005, P.M.B. 200/8-9.IV STEPHEN Wh 19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST - CENTER LINE FF 32 CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. EX. GROUND Q BENCHMARK 20 ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND —160 U FH BM No. 7-15 BRASS DISK IN CONCRETE ABUTMENT OF P.E.R.R. BRIDGE�� VELOCITIES EXCEED 25 MILES PER HOUR. ELEVATION=1236.018 A T0,0A z THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR RETAINING WALL FL w >w DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE BW BACK OF WALK RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 22 Q C&G CURB AND GUTTER INSPECTOR. CF CURB FACE 23 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE z > Q CL CENTER LINE OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. Q > CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY 3 z Q Q U Q J w w Ld W D :a -' ¢ w m Q ARROW ROUTE D S I TE z Q of z N Q V) w J VALENCIA AVENUE 0 AVENUE > U CERES Q Q MERRILL AVENUEo -o LEAVING IMPROVEMENTS. 0 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 co FONTANA STANDARD DETAILS. 26 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE COLOR AND FINISH FS TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. SD 27 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT G 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY 0 VICINITY MAP NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE GRADE BREAK T MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A FIRE HYDRANT NOT TO SCALE ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR I TOP OF CURB REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS LA 30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT v, 05 THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE LOW POINT 31 PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION 06 O.C. REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TF TOP OF FOOTING AFTER COMPLETION OF ROUGH GRADING. v PROPERTY LINE TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR i LEGEND R/W RIGHT OF WAY 245 LATER REPLACEMENT OF THE MONUMENT. i CONSTRUCT 4.5" MIN. A.C. OVER 12" MIN. 95% COMPACTED NATIVE SOIL. C 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND v a SHOULD RUN THEIR OWN QUANTITIES AND BID A COMPLETE JOB. E BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT - - — PROPERTY BOUNDARY LINE E/T ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. SURVEY DATA BASED ON PARCEL MAP NO. 16005, P.M.B. 200/8-9.IV STEPHEN Wh 19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST - CENTER LINE FF 32 CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. EX. GROUND FG BENCHMARK 20 ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND —160 CONTOUR FH BM No. 7-15 BRASS DISK IN CONCRETE ABUTMENT OF P.E.R.R. BRIDGE�� VELOCITIES EXCEED 25 MILES PER HOUR. ELEVATION=1236.018 A T0,0A 21 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR RETAINING WALL FL DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE BW BACK OF WALK RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 22 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY C&G CURB AND GUTTER INSPECTOR. CF CURB FACE 23 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION CL CENTER LINE 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 3 ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR -o LEAVING IMPROVEMENTS. 0 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 co FONTANA STANDARD DETAILS. 26 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE COLOR AND FINISH arz v >, v cE 0 Q. LL_o FONTANA, CALIFORNIA wl z w� aI a' I 16 i 11= C I� SHEET INDEX MAP SCALE: 1"=160' ELECTRICAL FS TO MATCH EXISTING CONCRETE. SD 27 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT G GAS THE LOCATION OF THE SEWER LATERAL. 0 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE GRADE BREAK T BEEN PLACED, INSPECT AND APPROVED. FIRE HYDRANT 29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR I TOP OF CURB TO PAVING OF STREETS. LA 30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT v, 05 PRIOR TO PLACEMENT. LOW POINT 31 PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION 06 O.C. AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN TF TOP OF FOOTING AFTER COMPLETION OF ROUGH GRADING. v PROPERTY LINE -- i O R/W RIGHT OF WAY 245 LF i CONSTRUCT 4.5" MIN. A.C. OVER 12" MIN. 95% COMPACTED NATIVE SOIL. C SF ik QUANTITIES SHOWN ON THESE PLANS v a SHOULD RUN THEIR OWN QUANTITIES AND BID A COMPLETE JOB. E twimiIiiiii 4,4 0 U BASIS OF BEARINGS ESsfo��o arz v >, v cE 0 Q. LL_o FONTANA, CALIFORNIA wl z w� aI a' I 16 i 11= C I� SHEET INDEX MAP SCALE: 1"=160' ELECTRICAL FS FINISHED SURFACE SD STORM DRAIN FINISHED FLOOR G GAS SW SEWER FINISHED GRADE GB GRADE BREAK T TELEPHONE FIRE HYDRANT HP HIGH POINT TC TOP OF CURB FLOW LINE LA LANDSCAPE AREA TG TOP OF GRATE 05 LP LOW POINT TW TOP OF WALL 06 O.C. ON CURVE TF TOP OF FOOTING O IT- PROPERTY LINE -- -- O R/W RIGHT OF WAY 245 LF R/W 11.5' 1 11.5' XISTING ROUND I f2% VARIES I =XfST- i EXISTING =DGE OF EDGE OF 'AVEMENT� PAVEMENT I I N co I I 0O 0) Underground Service Alert REV REVISION DESCRIPTION DATE ENGR CITY DATE R/W I I FINISHED GROUND— FUTURE IMPROVEMENTS I I 25' 22' f 5' ±17 9 2.6% MAX 1.0% MIN CONSTRUCTION OF TM REQLWM hfiPROVEIuENrrS N o QEF ORE yoG NOT COMNEIVCE WtTf'�V TWO YEARS OF TM DATE OF �� P,•. o o Call: TOLL FREE APPROVAL SHOWN HUE014 AND CARRED FORTH N A 1-800 Z TFE CITY MAY RECAWE DID-lll(227-2600 TO TFE PLANS TO BFUNG THEM NTO co 3 .,.., TWO WORKING DAYS CONFORMANIM WITH CONDnXM AND STANDARDS N EFFECT. 0 J BEFORE YOU DIG _ _ a&. _ PROPOSED EDGE OF PAVEMENT C/L STREET CONSTRUCTION NOTES ITEM I DESCRIPTION QUANTITY 01 CONSTRUCT 2' WIDE AC FEATHER UTION: ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST N WRITINGAND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. FEBE CONSTRUCT 1180 SF 02 REMOVE EXISTING AC BERM AND DISPOSE OF OFF-SITE. 48 LF O CONSTRUCT COMMERCIAL CONC. DRIVEWAY APPROACH PER CITY STD DWG 1002. 1 EA NATIVE SOIL. W=24' 04 REMOVE INTERFERING PORTIONS OF FENCE FROM SIDEWALK 5 LF 05 REMOVE EXISTING EE. (AS NEEDED) 1 EA 06 CONSTRUCT CONC. SIDEWALK PER CITY OF FONTANA STD DWG 1006. 50 SF O N/A -- -- O PROVIDE 10:1 TAPER. 245 LF 09 CONSTRUCT 4.5" MIN. A.C. OVER 12" MIN. 95% COMPACTED NATIVE SOIL. 3300 SF ik QUANTITIES SHOWN ON THESE PLANS ARE FOR ESTIMATING PURPOSES ONLY. CONTRACTOR SHOULD RUN THEIR OWN QUANTITIES AND BID A COMPLETE JOB. twimiIiiiii 4,4 BASIS OF BEARINGS ESsfo��o :Y.%oV SURVEY DATA BASED ON PARCEL MAP NO. 16005, P.M.B. 200/8-9.IV STEPHEN Wh BASIS OF BEARINGS IS THE CENTERLINE OF ARROW ROUTE, BEING �� N 89'41'29"E PER PARCEL MAP N0. 16005, P.M.B. 200/8-9. so 32 CIVIC. BENCHMARK �Q 6 -1 FO R'#P% F BM No. 7-15 BRASS DISK IN CONCRETE ABUTMENT OF P.E.R.R. BRIDGE�� 34' N/0 FOOTHILL BOULEVARD AND 131' W/O LIME AVENUE skw. ELEVATION=1236.018 A T0,0A 160 1 GA R 170 2, •24%A m W oV , UX ra- nmLa ,,C Joe, 25' EX. CROWN i 12' 11.5' 1 11.5' I EXISTING (GROUND I (f2%) VARIES I -EX -EP i EX EDGE OF 1 I PAVEMENT I I I I I I TOKAY AVENUE STA 15+50.00 TI=6.5 QVFESS/p �� zy � �' No. 41308 a � *. Exp. 3/31 /11 sj9T�, C/ \ OF PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIRONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. 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; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE DEFEND, INDEMNIFY. AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL PROJECTS EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. R/W I I 25' 22' SHEET INDEX SHEET # UTION: ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST N WRITINGAND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. FEBE CONSTRUCT 2' WIDE AC FEATHER O 25' EX. CROWN i 12' 11.5' 1 11.5' I EXISTING (GROUND I (f2%) VARIES I -EX -EP i EX EDGE OF 1 I PAVEMENT I I I I I I TOKAY AVENUE STA 15+50.00 TI=6.5 QVFESS/p �� zy � �' No. 41308 a � *. Exp. 3/31 /11 sj9T�, C/ \ OF PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIRONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. 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; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE DEFEND, INDEMNIFY. AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL PROJECTS EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. R/W I I 25' 22' SHEET INDEX SHEET # CONSTRUCT 2' WIDE AC FEATHER O 2 \\ CONSTRUCT 4.5" MIN. A.C. OVER 12" MIN. 95% COMPACTED NATIVE SOIL. 25' EX. CROWN i 12' 11.5' 1 11.5' I EXISTING (GROUND I (f2%) VARIES I -EX -EP i EX EDGE OF 1 I PAVEMENT I I I I I I TOKAY AVENUE STA 15+50.00 TI=6.5 QVFESS/p �� zy � �' No. 41308 a � *. Exp. 3/31 /11 sj9T�, C/ \ OF PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIRONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. 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; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE DEFEND, INDEMNIFY. AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL PROJECTS EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. R/W I I 25' 22' SHEET INDEX SHEET # DESCRIPTION 1 TITLE SHEET 2 PLAN AND PROFILE - TOKAY AVENUE C/L R/W 25' i I I 2', 18.5' EX PAVEMENT I EX EDGE OF f2% VARIES I PAVEMENT —t - Development Resource Consultants, lie. Civil Engineering • Land Surveying • Land Planning N. RIVERVIEW DRIVE, SUITE 100, ANAHEIM, CA 92808 14) 685 -6860 -PH (714) 685 -6801 -FAX Designed by. �/10/ R.C.E. 4 Drawn by: 151(l, DATE Checked by: U V vv r B.C.R. i TOKAY AVENUE STA 16+34.61 TI=6.5 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS °�.�. BY: TITL4 SHEET A.P.N.: 0232-081-78 0[scxm ex: 70 TO 660'FEE�TiI' 0RTH OF ARROW ROUTE �7 L.C. CSECRMFD?f,::n CITY ENGINEER R.C£ 51152 DATEs SCALE: AS SHOWN DATE: DR. N0. 4788 2