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Home My WebLink About4004-2m N'LY R/W a Alm - 0 5' 6' 2 ;-, =—*�* -a*— — ---- aw -mla— EX. GROUND—� 2% 40: 46 ASP14ALT CONCRETE E X. R/W APWA 34f PROVISIONS ANb THE sTANDAPD SPECIFICATIONS FOR PUOLIC WORKS CONSTPUCTION (60R�EN �001<") ALL REFERENCE 24' 10' TYP EX, EDGE OF GUTTER/CONC Bm EX� EDGE OF PAVEMENT tv-) EX� TOE EX. BLOCK WALL BT EX. CHAIN LINK FENCE 0 Ql� CLR EX� IRON FENCE -T SIDE VIEW ELEVATION C&G STREET "1 90 m EX, AC PAVEMENT— AND BASE A... ... ----------- - M15 --- ------- ---- PROP. CURB, - GUTTER & SW PER PLAN 7 CURB FA ,-Q� A DRIVEWAY REPLACEMENT DETAIL NTS R/W 8 0 R PARKWAY WIDI'H RESTORE EXISTING: y 4' B uj ROLL GATE AND/OR TRACK GATE OR FENCE IF ANY PROP. CURB, GUTTER & SW PER PLAN pER QP,l\/V-WAy ' 0— ppOVILE, SECTION A—A NTS *USE 3' MINIMUM FOR 8' PARKWAY SLOPE GRADING: DRIVEWAY 1% Mk, 10% MAX, WALKWAY 1% MIN,, 8.33% MAX� LAWN AREA 5:1 PLANT AREA 5:1 S'LY R/W 12' 8- 0 " MAX, -:5:: � � " 0 , C fyp� 4� 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 1-0 THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. REV, REVISION DESCRIPTION I I 40mll �L-EPENDI ASP14ALT CONCRETE E X. R/W APWA EX, DRIVEWAY/RAMP PROVISIONS ANb THE sTANDAPD SPECIFICATIONS FOR PUOLIC WORKS CONSTPUCTION (60R�EN �001<") ALL REFERENCE EX. TOP OF CURB EX, EDGE OF GUTTER/CONC Bm EX� EDGE OF PAVEMENT tv-) EX� TOE EX. BLOCK WALL BT EX. CHAIN LINK FENCE RLFCRrNCE TO PRECO-ENft MV15IONS IN THE "GREEN 80OK", THE COWRACTOR SHALL IMMIr-DIATELY REPORT SAID EX� IRON FENCE -T SIDE VIEW ELEVATION C&G 12" 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. WROUGHT IRON FENCE DETAIL CL, EX. TELEPHONE NTS EX. WATER LINE CHAIN LINK FENCE CONS'TRUCTION NOTES: NOTES: ENGINEERING DIVISION MOR TO THE START OF ANY WOPK IN50WTION COORNNATION SHALL OE REOUESTED AT LEAST EXISTING TOP & BOTTOM RAIL CURB FACE A. ALL JOINTS & JOINS SHALL BE CONTINUOUSLY PROP CURB EXISTING CORNER POSTS csp PROP GUTTER WELDED- GRIND ALL WELDS SMOOTH. ALL WELDS AND ABRASIONS SHALL BE METALIZED <�> EXISTING MID POST STATE OF CALIFORMA "UAL OF TPAFFIC CONTROLS, LATE5f NON-ME"TRIC EDITION UNLESS OTHERMSE DIRECTED BY PROP CHAIN LINK FENCE PER SEC. 210-15.2. <�> MATCH EXISTING DIAMETER B, ALL TUBULAR STEEL FENCING, GATE, COMPONENTS, AND PAINT SHALL MATCH EXISTING FENCE. <�> CONCRETE FOOTING EX. MANHOLE C. THE INTENT OF THIS DRAWING IS TO SHOW DESIGN <�> 3/8"x 2" STEEL BOLTS WELDED TO ALL POSTS EX, WATER VAVLE CONCEPT ONLY. CONTRACTOR IS 'TO PROVIDE SHOP DRAWINGS TO ENGINEER FOR APPROVAL. <�> CONCRETE SLAB OR SIDEWALK EX, TREE/SHRUB D. FENCE RAILS SHALL BE INSTALLED PARALLEL TO EDGE OF GUTTER PROP. AC RAMP (PLANS) EL OR DWY FINISHED GRAOE- POSTS SHALL PROP, OVERLAY (PLANS) EDGE OF PAVEMENT PROP. PCC DWY BE PLUMBED VERTICAL. FOR THAT PURPOSE. PROP, AC (SECTIONS) ------ E. GATE AND FENCE HEIGHTS, INCLUDING ALIGNMENT OR 5 SE (SECTIONg) 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE EX. GROUND SHALL MATCH EXISTING FENCE. 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 1-0 THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. REV, REVISION DESCRIPTION I I 40mll �L-EPENDI ASP14ALT CONCRETE E X. R/W APWA EX, DRIVEWAY/RAMP PROVISIONS ANb THE sTANDAPD SPECIFICATIONS FOR PUOLIC WORKS CONSTPUCTION (60R�EN �001<") ALL REFERENCE EX. TOP OF CURB EX, EDGE OF GUTTER/CONC Bm EX� EDGE OF PAVEMENT EX� TOE EX. BLOCK WALL BT EX. CHAIN LINK FENCE RLFCRrNCE TO PRECO-ENft MV15IONS IN THE "GREEN 80OK", THE COWRACTOR SHALL IMMIr-DIATELY REPORT SAID EX� IRON FENCE BACK OF WALK EX� CABLE (OVERHEAD) C&G EX. ELECTRIC LINE 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. EX� ELECTRIC LINE (OVERHEAD) CATCH BASIN EX. GAS LINE CL, EX. TELEPHONE IMPLEMNTING DETOURS. EX. WATER LINE CHAIN LINK FENCE EX, SEWER LINE TOP OF SLOPE ENGINEERING DIVISION MOR TO THE START OF ANY WOPK IN50WTION COORNNATION SHALL OE REOUESTED AT LEAST TOE OF SLOPE CURB FACE PROP EDGE OF PAVEMENT CSPA PROP CURB 350-7610� csp PROP GUTTER 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES METHODS AND PROCEDURES DESCRIBED IN THE PROP BERM/DIKE STATE OF CALIFORMA "UAL OF TPAFFIC CONTROLS, LATE5f NON-ME"TRIC EDITION UNLESS OTHERMSE DIRECTED BY PROP CHAIN LINK FENCE CUBIC YARDS THE CITY TRAFFIC ENOINEM PROP IRON FENCE DIAMETER PROP FLOWLINE MUD= Im w mium PROP R/W CONTROL DEVICES AT' ALL TIWS EX. MANHOLE DWY EX.FIRE HYDRANT E/O EX, GAS VALVE GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. EX, WATER VAVLE EACH EX. POWER POLE EX, TREE/SHRUB p EX. STREET LAMP EDGE OF GUTTER PROP. AC RAMP (PLANS) EL OR DWY ISAFYY THE POTENTIAL EXISTS FOR GROUND MOVEMENT. PROP, OVERLAY (PLANS) EDGE OF PAVEMENT PROP. PCC DWY PROP. rCC SIOEWALK OR RAMP FOR THAT PURPOSE. PROP, AC (SECTIONS) ------ PROP C OMPACTED WIVE ------ OR 5 SE (SECTIONg) 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE EX. GROUND GENERAL STORM DRAN NOTES AC ASP14ALT CONCRETE 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT APWA AMERICAN PUBLIC WORKS ASSOCIATION PROVISIONS ANb THE sTANDAPD SPECIFICATIONS FOR PUOLIC WORKS CONSTPUCTION (60R�EN �001<") ALL REFERENCE SPECIFICATIONS AND STAWARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. Bm BENCHMARK 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED BY BT BOTTOM RLFCRrNCE TO PRECO-ENft MV15IONS IN THE "GREEN 80OK", THE COWRACTOR SHALL IMMIr-DIATELY REPORT SAID Bw BACK OF WALK CONFLICT TO THE CITY ENGIN�ER FOR RMLUTION. C&G CURB AND GUTTER 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. CB CATCH BASIN 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO CL, CENTER LINE IMPLEMNTING DETOURS. CLF CHAIN LINK FENCE 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION MOR TO THE START OF ANY WOPK IN50WTION COORNNATION SHALL OE REOUESTED AT LEAST CF CURB FACE TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN P08LIC RIGHT-OF-WAY WITHIN THE CITY LIMITS, CALL (909) CSPA CORRUGATED STEEL PIPE - ARCH 350-7610� csp CORRUGATED STEEL PIPE 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORMA "UAL OF TPAFFIC CONTROLS, LATE5f NON-ME"TRIC EDITION UNLESS OTHERMSE DIRECTED BY CY CUBIC YARDS THE CITY TRAFFIC ENOINEM DIA DIAMETER 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC DU DUCT CONTROL DEVICES AT' ALL TIWS DWY DWY 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR E/O EAST OF GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. EA EACH 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5 FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GPOUNb Ok OMER` APPWVrb MMS PURSUANT �10 THL ROUIPEMENTS OF THE DIVISION OF EG EDGE OF GUTTER INDUSTRIAL OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FNE (5) FEET SHALL ALSO BE GUARDED WHEN EL ELEVATION ISAFYY THE POTENTIAL EXISTS FOR GROUND MOVEMENT. EOP,EP EDGE OF PAVEMENT 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. EX EXISTING FG FINISH GRADE 11. 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 FH FIRE HYDRANT 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 8EFORE EXCAVATION. FL FLOW LINE FS FINIS14 SURFACE 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, LLEMIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IPRIGMION, DOMESTIC WATER, �ECLAIMED GB GRADE BREAK WATER, SEWER, STORM DMN, FLOOD CONTPOL AND CALTRANS ALL UTILITY COMPANIrS SHALL 8E GIVN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. HP HIGH POINT INCL INCLUDING 13 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAJN VALVES WITHOUT APPROPRIATE, AGENCY AUTHORIZATION CONIMCTOR SHALL COORDINATE WITH THE APOPOPRIATE WATER COMPANY FOR VALVE OPERATION AND INV INVERT WATER REOUIREMENTS, IRR IRRIGATION 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. is JUNCTION STRUCTURE 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO LC LENGTH ON CURVE CONSTRUCT THE WORK TO THE PLAN GRAOES. THE CONIPACTOR SHALL BE RESPONSIBLE YOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. LF LINEAR FOOT LP LOW POINT 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGIN�F-R. MAX MAXIMUM 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND MB MAILBOX N `0 LAND SURVEYOP SURVEY MONUMNTS BENCH WKS, SHALL 8E DONE 9Y A PLGISTMED CIVIL Eibl LEO OR LICENS THAT WILL BE DESMAb AS A OSULT OF THIS CONSTRUCTION SHALL 8E REPLACED THE CONTRACTOR SHALL NOTV THE ME MATCH EXISTING ENGINEER ONE WEEK PPIOR 10 CONSTRUCTION SO THAT TIES TO MON101MENIS CAN BE ESIABLISHED FOR LATER MIN MINIMUM REPLACEMNT OF THE MONUMEW, N/0 NORTH OF 1& THE CONTRACTOR SHALL MAINTAIN ACCE-SS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES A MINIMUM 12 FOOT LANE SHALL BE MAWANtl) AT ALL TIMES IN TH� CONStPUCTION APEA FOR RISIONIS AND EMMENCY VEHICLrS. NTS NOT TO SCALE 0H OVERHEAD 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WAIMING, AT ALL T[ME'�. PCc PORTLAND CEMENT CONCRETE 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL MUD SILT OR DEORIS TO BE DPOSIIE"D ONTO PUBLIC pp POWER POLE OR PPIVATE PPOPONlY ADJACr'Nf TO THE RIGHT OF WAY DURING CO'N`�MUCTION WITHOUT P010P WRITTN APPROVAL. PROP PROPOSED 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR, R/W RITGHT OF WAY 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALI. BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY ROE RIGHT OF ENTRY SHALL RWU10E OE-WOOKINO Or THAT PORTION 6F THE WOK UNThL ME SPECIrfrb DENSITY IS OBTAINW. S/0 SOUTH OF 23. CARE SHOULD BETAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STRr'ET IMPROVEMENTS SD STORM DFWN UPON INSPEOIN Or THE SITE, THE CITY ENOINEER MAY R�'OUIR� trMPORAPY NON-ERODWLE SWALES ENTERING OR LEAVING IMPROVEMENTS. SF SQUARE FEET SL STREET LIGHT 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GPADF-, COLOR AND FINISH TO MATCH EXISTING CONCRETE. STD STANDARD 25� NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. sw Sf DEWALK 26. PRIOR TO CONSTRUCTION, THE CONVACTOR SHALL EXPOS''t EXISTING FACILITIES, AND VERWY ELEVATION AND TC TOP OF CURB LOCATION OF COWLOIAS MY APPONAL OF CONN'EC110145 TO EXISTING FACILITIES DOES NOT IMPLY COP�ECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. TG Top OF GRATE 27. IF EXISTING UTILITIES OR ' ANY OTHER FACILITIES COWLICT WITH THE PROPOSED IMPROVEMENTS, THE CONMACTOR TS TRAFFIC SIGNAL SHALL NOTIFY THE NGINE"Ek AND ALL AFFECfFb AGNCAS WWIATELY. TYP TYPICAL 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND RrVORCING 51�tl HAVE BEEN PLACED, INSPECIE'D AND W/o WEST OF APPROVED. WF WOOD FENCE 29� ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVW rMOR TO WING OF STREETS. wm WATER METER 30, APPROVED SOIL STERILANT IS REOUIRED UNDER ALL NEW ASPHALT PAVEWNT PRIOR TO PLACEMENT. WV WATER VALVE 31. ALL MANHOLES CLEANOUT FRAMES. COVER'S AND VALVE 5OXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOP UPON COMPLETION OF' PAVINO. 32, UPON COMPLETION OF CONSTRUCTION, CONTRAC-M SHALL RN'TORE ALL SlOUNG, STRANG, WRICAO�S, AND 0140 TRAFFIC CONVOL ON(CES TO THE SATISrACT'Ib'N Or THE CITY TRAFflC NOINFER. 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENOINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO TH� CITY ENGINEER. 34. MINIMUM D -LOAD FOR ALL RCP IS 1350� I 6 m a