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Home My WebLink About2971-1STREET IMF R-OVEMENT FLAN5 CL ELM AVENUE I � I EZ2 5M EET 3 / fJ •t. s Il, :f •1,' �Y: •.t i i• r: 3 t. '•R r . R:•i �:1y •• - .J __j - -i I ,j I FUTURE BUILDING I PROPOSED BUILDING n. i� . ;- :•.S • ..S'. is �..... `.: , ... _j 'iti +�i .'•moi t I' '•t - '� '�.. .. if!.. •'y,;t �' `•R:. sr: 'r•.':� r,l c. •.,•'r�;•� -a•:% .'•.ice'. �-.f!:: a�;r�` .,.:�: WEST R/W 30' EXISTING ROAD EASEMENT + 1 2' EXIST. PAVEMENT 30' EXISTING ROAD EA5EN 34' 2 2' NORTH INDEX MAP EAST R/W SLOPE VARIES 1,80 TO 4.00% I I LEVEL LINE ... .... IIII ili II ...................... =-III III TYPICAL CROSS SECTION NT5 ELM AVENUE 5TA 10+88.42 TO STA I G+ G G. 19 (NOTE: VARIABLE X -SLOPES IN PAVEMENT 5TA 10+88.42 TO STA I G + G G . 1 9 ) T.I.=G.5 BENCHMARK B- I BEING A CHISELED ' N' ON THE TOP OF CURB AT RETURN, 35' EAST AND G4' SOUTH OF INTERSECTION OF VALLEY BLVD. AND CITRUS AVE. ELEV. 1100. 1 G9 NTS 4' ADD'L DEDICATION PER 5EPERATE DOCUMENT 0.5' /l -MEET EXISTING MAX III III III III ILII' �I�IIIIIIIIIIIIIII�II- I CONSTRUCTION NOTES/ESTIMATES OF QUANTITIES I INSTALL 4.5" AC OVER 7" AGG BASE** ( 13004 SF) . . 2 CONSTRUCT 8" PCC CURB AND GUTTER PER CITY 5TD 1003 3 CONSTRUCT 51DEWALK PER CITY STD. 101 5. . 4 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD 102-C (W=40'). . 5 CONSTRUCT CATCH BASIN PER APWA STD 300- I W=24 SE SHEET 4 0 5AWCUT EXISTING AC PAVEMENT. . 7 REMOVE EXISTING AC PAVEMENT . INSTALL MIN 0. I' AC OVERLAY. ® CONSTRUCT REINFORCED CONCRETE BOX PER DETAIL SHEET 3. I O CONSTRUCT UNDERSIDEWALK DRAIN PER GIN STD 124 W= 2'. (MODIFIED PER SHEET 4) I I INSTALL STREET LIGHT PER CIN STD 1016 (BY OTf1ERS). 12 CONSTRUCT LOCAL DEPRESSION PER APWA STD 3 13-0, CA5E B (SEE 5HEET4) H=4" H =4.25" M=2'- 10" L=0' N=2' W =24' *ESTIMATE FOR BONDING PURPOSES ONLY, CONTRACTOR 15 RESPONSIBLE FOR OWN QUANTITIES. **PRELIMINARY SECTION -FINAL SECTION TO BE DETERMINED BY 501L5 ENGINEER. PRIVATE ENGINEEK5 NOTES TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR 15 REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 51TE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THI5 PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THI5 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OR WORK ON THI5 PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE GINEER. AP/ 63/6 MELVIN W. THATCHER III, P.E. RCE 399G4 EXP. 12/3 1 /O 1 GENERAL NOTES FOR STREET LIGHT PLANS 1. ORNAMENTAL STREET LIGHT POLES SHALL BE MARBLELITE OR APPROVED EQUAL 2. THE LUMINAIRE SHALL CON515T OF COBRA HEAD CUT-OFF LENS ON A G FT OR 8 FT MAST ARM. 15 FT MAST ARM REQUIRED FOR STREET LIGHTS ON TRAFFIC SIGNAL POLE INSTALLATIONS. 3. ANY CHANGE IN LOCATION OF STREET LIGHTS FROM THE APPROVED PLANS 15 SUBJECT TO APPROVAL BY THE CITY ENGINEER. 4. 51DEWALK WIDTHS TO BE PER APPROVED STREET IMPROVEMENT PLANS. A MINIMUM OF 4 FEET UNOBSTRUCTED 51DEWALK CLEARANCE REQUIRED BEHIND STREET LIGHT POLE. LEGEND FOR STREET LIGHTS AML -0 INDICATES 9500 LUMEN HPSV-STREET LIGHT (I 00 WATT # I O) 27 FT LUMINAIRE HEIGHT BASIS OF BEARING THE BEARINGS SHOWN ON THI5 PLAN ONE BASED ON THE BEARING NORTH 00 1 1'38" EAST FOR THE CENTERLINE OF ELM AVENUE AS SHOWN ON THE ALTA SURVEY DATED 21121-0-1 PREPARED BY HAN5 C. THOMSEN P.E. 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 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, 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) 350-7G 10. 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. G. 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 WORK FOR TRENCHES 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 LE55 THAN FIVE (5) FEET SHALL AL50 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 530 TONS AC SEPARATE PERMIT FOR THAT PURPOSE. I GO CY AGG BASE 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT 538 LF SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND 2090 5F ELEVATION OF ANY EXISTING UTILITIES, AND THE EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. 5 13 5F THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS I EA BEFO E EXCAVATION. R 1 1. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT 585 LF LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, 5204 SF DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY 458 5F COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE NAY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE 51 LF AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. I EA 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED, 2 EA 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR I EA TO CONSTRUCT THE WORK TO THE PLAN GRADES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. I G. 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 OR LICENSED 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 LATER REPLACEMENT 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 CONSTRUCTION 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. 2 1. 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 5WALE5 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 TIMES OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 2G. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AND "5" 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. 3 1. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY 501L5 TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA OF 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. 3G. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. BASIS OF BEARING THE BEARINGS SHOWN ON THI5 PLAN ONE BASED ON THE BEARING NORTH 00 1 1'38" EAST FOR THE CENTERLINE OF ELM AVENUE AS SHOWN ON THE ALTA SURVEY DATED 21121-0-1 PREPARED BY HAN5 C. THOMSEN P.E.