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Home My WebLink About4476-1GENERAL 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 IS 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, ENGINEERING DEPARTMENT 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) 350-7610. 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 ENGINEER. 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 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 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 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. 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. 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 SWALES 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 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 AS "S" 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. ENG#07-01572 BENCHMARK CITY OF FONTANA BM #241, POPLAR (660' PLUS OR MINUS SOUTH SLOVER) NAIL IN POLE #71827 EAST SIDE ELEVATION: 1043.88 FT STREET UMPROVEMENT PLANS SLOVER AVENUE & CATAWBA AVENUE OWNER & PHELAN DEVELOPMENT COMPANY CITY OF FONTANA APPLICANT. NEWPORTORATE BEACH, CAA92660E 120 PARCEL MAP No. 18749 SHEET 3 SLOVER AVENUE ' ' I - - - - FLOWS - I - CUL fpST 1 /2 F NpMAN Y4ATER Co. gEMI TROPICAM.B 11 / 12 1K1MCY AAAA 1=1uu GENERAL NOTES (CONTINUED): 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS 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 FOR 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. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. BEST MANAGEMENT PRACTICES CONTRACTOR/OWNER SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS FOLLOWS: 1. SOLID WASTE MANAGEMENT: PROVIDE DESIGNATED WASTE COLLECTION AREAS AND CONTAINERS. CLEAR SITE OF TRASH. 2. MATERIAL DELIVERY AND STORAGE: PROVIDE A DESIGNATED MATERIAL STORAGE AREA; IF NEEDED. PROVIDE A SECOND CONTAINER. 3. CONCRETE WASTE: PROVIDE A DESIGNATED AREA TO BE USED FOR CONCRETE TRUCK WASH-OUT IF NEEDED. AT NO TIME SHALL RUN-OFF ENTER THE STORM DRAINS. 4. PAINT AND PAINTING SUPPLIES: PROVIDE PROPER STORAGE, USE AND CLEANUP OF MATERIALS. 5. VEHICLE FUELING, MAINTENANCE AND CLEANING: PROVIDE A DESIGNATED FUELING AREA WITH A SECOND CONTAINER. 6. HAZARDOUS WASTE MANAGEMENT: PREVENT THE DISCHARGE OF HAZARDOUS WASTE POLLUTANTS INTO THE STORM DRAIN SYSTEM. TOLL FREE ® 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ENGINEER: ASSOCIATED ENGINEERS, INC. 3311 EAST SHELBY STREET ONTARIO, CA 91764 PHONE (909) 980-1982 FAX (909) 941-0891 CONTACT: MR. JEFF MEITER UTILITY PURVEYORS: WATER FONTANA WATER COMPANY 8440 NUEVO AVENUE FONTANA, CA 92335 PHONE: (909) 822-2201 SEWER TC = CITY OF FONTANA ® WV = 8353 SIERRA AVENUE FL = FONTANA, CA 92335 w PHONE: (909) 350-6632 TB = ELECTRIC z SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE O SDMH FONTANA, CA 92336 APPROVE Y: PHONE: (909) 357-6231 (SO. OF MERRILL) PHONE: (909) 357-6223 (NO. OF MERRILL) NATURAL GAS Q Q SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION DIVISION >_ 2191 E. BIRCH STREET 0, BREA, CA 92621 �. PHONE: (714) 529-2889 w TELEPHONE _j M AT&T PHONE: (800) 750-2335 CONCRETE VERIZON SITE PHONE: (800) 555-4833 - - SAW -CUT LINE CABLE TELEVISION TIME -WARNER CABLE 9820 SIERRA AVENUE #G FONTANA, CA 92335 PHONE: (888) 822-2253 LEGAL DESCRIPTION: PARCEL 1 OF PARCEL MAP NO. 18749, RECORDED IN PARCEL MAP BOOK 228, PAGES 83 THROUGH 85, INCLUSIVE. SURVEY MONUMENT NOTE: SURVEY MONUMENTS THAT EXIST AS SHOWN ON RECORDED MAPS, HIGHWAY MAPS OR POINTS THAT PROVIDE SURVEY CONTROL WITHIN THE CONSTRUCTION AREA, SHALL BE LOCATED AND REFERENCED OUT BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER (AUTHORIZED TO PRACTICE LAND SURVEYING), AND CORNER RECORDS SHALL BE FILED WITH THE COUNTY SURVEYOR PRIOR TO THE START OF CONSTRUCTION. THESE CORNER RECORDS SHALL DESCRIBE THE MONUMENTS FOUND WITH TIE DISTANCES TO REFERENCE POINTS FOR RESETTING OF THE SURVEY MONUMENT. WHEN CONSTRUCTION IS COMPLETED, MONUMENTS SHALL BE SET AND CORNER RECORDS SHALL BE FILED WITH THE COUNTY SURVEYOR SHOWING THE NEW MONUMENTS. CONTRACTOR'S RESPONSIBILITY FOR SAFETY CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD THE OWNER, ENGINEER, AND THE CITY OF FONTANA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, ENGINEER, OR THE CITY OF ONTARIO. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. ENGINEERS NOTE TO CONTRACTOR: THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OR OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. 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 TO THE ZL ELL) nRAVJ1kIG Y n1all J M 0.11.0 PLANS TO BRING THEM INTO CONFORMANCE WITH REV. REVISION DESCRIPTION DATE I ENGR. CITY DATE I STANDARDS IN EFFECT. Q�pFESS/p� Y D. C7 4,,Lj rZ+1 w-INI.64696 Exp. 06 30 09 Q' �qT c/V 1\- F OF CALIF VICINITY MAP NOT TO SCALE CONSTRUCTION ITEMS QUANTITIES 1O CONSTRUCT 6-1/2" AC PAVING OVER 12" MINIMUM OF 95% COMPACTED NATIVE PER CITY OF FONTANA STANDARD PLAN 401 2O CONSTRUCT 8" PCC CURB AND GUTTER PER CITY OF FONTANA STANDARD PLAN 1000 OCONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY OF FONTANA STANDARD PLAN No. 1002 4O CONSTRUCT PARKWAY TYPE SIDEWALK PER CITY OF FONTANA STANDARD PLAN No. 1006 OCONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STANDARD PLAN 1003 6O SAW -CUT AND GRIND (5' MIN., 0.15' DEPTH) PER DETAIL 2 07 INSTALL UNDER SIDEWALK DRAIN PER CITY OF FONTANA STANDARD PLAN 3001 O$ REMOVE EXISTING CURB & GUTTER Og REMOVE EXISTING AC DIKE 10 RELOCATE POWER POLE PER SOUTHERN CALIFORNIA EDISON DIRECTION 11 PROTECT IN PLACE EXISTING STRUCTURE 12 PROTECT IN PLACE AND ADJUST EXISTING UTILITY TO GRADE 13 REPAIR UTILITY TRENCH PER DETAIL PER CITY OF FONTANA STANDARD PLAN No. 1008 LEGEND 10,920 SF 862 LF 1,014 SF 7,080 SF 1 EA 1,015 LF 36 LF 190 LF 46 LF 3 EA QUANTITIES SHOWN HEREON ARE PROVIDED ONLY FOR THE CONVENIENCE OF THE OWNER. THE CONTRACTOR IS REQUIRED TO PREPARE HIS OWN ESTIMATE OF QUANTITIES AND SHALL RELY i ON HIS OWN ESTIMATE OF QUANTITIES IN PREPARING HIS BID. SHEET INDEX 1 TITLE SHEET 2 DETAILS AND TYPICAL SECTIONS 3 SLOVER STREET PLAN & PROFILE STATION- 35+50 TO 43+19.94 4 CATAWBA STREET PLAN & PROFILE STATION- 27+99.77 TO 36+40.17 1,5 F.H. = FIRE HYDRANT o-- STLT = STREET LIGHT TRFSIG = TRAFFIC SIGNAL = SIGN ❑ PB = PULL BOX ❑ WM = WATER METER ❑ TELPED = TELEPHONE PEDESTAL ❑ MB = MAIL BOX PREPARED UNDER THE SUPERVISION OF: Associated Engineers 3311 EAST. SHELBY STREET • ONTARIO, CALIFORNIA 91764 TEL.: (909) 980-1982 • FAX: (909) 941-0891 (f "? RCE 64696 pig d� JEFFERE EITER EXP.: 6/31/09 DATE ❑ ELEC VAULT = ELECTRIC VAULT TC = INTERSTATE 10 FWY ® WV = WATER VALVE FL = w w w w TB = TOP OF BERM z z z z Lu U-1 FINISH SURFACE O SDMH = STORM DRAIN MANHOLE APPROVE Y: 2 DRAWING NO.: Q SLOVER AVENUE Q Q Q = TELEPHONE MANHOLE BW >_ PP = 0, Q cn �. w _j M 3: CONCRETE SITE Q - - SAW -CUT LINE LL PROP AC - - U PAVEMENT W N SANTA ANA AVENUE � I H w w c17Y or F_ FONTANA JURUPA AVENUE VICINITY MAP NOT TO SCALE CONSTRUCTION ITEMS QUANTITIES 1O CONSTRUCT 6-1/2" AC PAVING OVER 12" MINIMUM OF 95% COMPACTED NATIVE PER CITY OF FONTANA STANDARD PLAN 401 2O CONSTRUCT 8" PCC CURB AND GUTTER PER CITY OF FONTANA STANDARD PLAN 1000 OCONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY OF FONTANA STANDARD PLAN No. 1002 4O CONSTRUCT PARKWAY TYPE SIDEWALK PER CITY OF FONTANA STANDARD PLAN No. 1006 OCONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STANDARD PLAN 1003 6O SAW -CUT AND GRIND (5' MIN., 0.15' DEPTH) PER DETAIL 2 07 INSTALL UNDER SIDEWALK DRAIN PER CITY OF FONTANA STANDARD PLAN 3001 O$ REMOVE EXISTING CURB & GUTTER Og REMOVE EXISTING AC DIKE 10 RELOCATE POWER POLE PER SOUTHERN CALIFORNIA EDISON DIRECTION 11 PROTECT IN PLACE EXISTING STRUCTURE 12 PROTECT IN PLACE AND ADJUST EXISTING UTILITY TO GRADE 13 REPAIR UTILITY TRENCH PER DETAIL PER CITY OF FONTANA STANDARD PLAN No. 1008 LEGEND 10,920 SF 862 LF 1,014 SF 7,080 SF 1 EA 1,015 LF 36 LF 190 LF 46 LF 3 EA QUANTITIES SHOWN HEREON ARE PROVIDED ONLY FOR THE CONVENIENCE OF THE OWNER. THE CONTRACTOR IS REQUIRED TO PREPARE HIS OWN ESTIMATE OF QUANTITIES AND SHALL RELY i ON HIS OWN ESTIMATE OF QUANTITIES IN PREPARING HIS BID. SHEET INDEX 1 TITLE SHEET 2 DETAILS AND TYPICAL SECTIONS 3 SLOVER STREET PLAN & PROFILE STATION- 35+50 TO 43+19.94 4 CATAWBA STREET PLAN & PROFILE STATION- 27+99.77 TO 36+40.17 1,5 F.H. = FIRE HYDRANT o-- STLT = STREET LIGHT TRFSIG = TRAFFIC SIGNAL = SIGN ❑ PB = PULL BOX ❑ WM = WATER METER ❑ TELPED = TELEPHONE PEDESTAL ❑ MB = MAIL BOX PREPARED UNDER THE SUPERVISION OF: Associated Engineers 3311 EAST. SHELBY STREET • ONTARIO, CALIFORNIA 91764 TEL.: (909) 980-1982 • FAX: (909) 941-0891 (f "? RCE 64696 pig d� JEFFERE EITER EXP.: 6/31/09 DATE ❑ ELEC VAULT = ELECTRIC VAULT TC = TOP OF CURB ® WV = WATER VALVE FL = FLOW LINE O SMH = SEWER MANHOLE TB = TOP OF BERM BW COTRUCTION FS = FINISH SURFACE O SDMH = STORM DRAIN MANHOLE APPROVE Y: 2 DRAWING NO.: FG = FINISH GRAGE O TELMH = TELEPHONE MANHOLE BW - BACK OF WALK PP = POWER POLE <.. �. PROPOSED PCC CONCRETE - - SAW -CUT LINE PROP AC - - PAVEMENT CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWN & CATAWBA AVENUES SCASLOVER BWBY: T - PARC MAP No. 18749 ASSHOWNTITLE__SHE- DESIGNED BY: BW COTRUCTION NOTE & QUANTITY ESTIMATES DATE: ' 10/03/2007 CHECKED BY: APPROVE Y: 2 DRAWING NO.: 14 JDM �� 4476 CITY E INEER R.C.E.A512 This plan copyrighted by Associated Engineers. Inc. - 2008 a� c D 0 E _o cV I 00 0 0 N L N C Z3 D D D D D V