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Home My WebLink About5186-1GENERAL 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 CANNOT 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) 350-7610. 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. CITY OF FONTANA 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 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 BENCHMARKS, 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 "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE A 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. 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. UNDERGROUND SERVICE ALERT (USA) IT'S THE LAW! DIAL BEFORE YOU DIG! CALL AT LEAST TWO WORKING DAYS BEFORE YOU DIG Maw shah below. can WWII you dp. AS BUILT REVISION 6/1/15 32. SIDEWALKS, ACCESS RAMPS, AND DRIVEWAY APPROACH IMPROVEMENTS FOR NIAGARA AVENUE & ATHOL STREET AS8 PROJECT NO. SO -23 -DE -07-50 BID NO. SB -17 -DE -15 CONT. GENERAL NOTES: PROJECT SITE VICINITY MAP NOT TO SCALE 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. M.G Nd REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 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 PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. ps0 P • 57 ROFES$,�N\ N �G GU UAtieyc Na 75793 EXP. 6/30/16 aH� T �P f OF CAUFOR� DATUM STATEMENT BASIS OF BEARING BEARINGS SHOWN HEREON ARE BASED UPON CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 5, (NAD83), DETERMINED BY GPS OBSERVATIONS. VERTICAL CONTROL "ELEVATIONS SHOWN HEREON ARE IN TERMS WITH THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) BASED LOCALLY UPON THE FOLLOWING BENCHMARK IN THE CITY OF FONTANA" BENCHMARK NO. 321 ELEVATION 1124.03' THESE PLANS ARE BASED UPON A SURVEY CONDUCTED ON 8/29/2014 TO 8/31/2014 BY RMD SURVEYING CORPORATION, RIALTO, CALIFORNIA KOA CORPORATION PLANNING & ENGINEERING 3190 C. Shelby Street Ontario, California 91764 Tel: (909) 890-9693 Fax: (909) 890-9694 LEGEND: CONSTRUCTION NOTES AND QUANTITIES OREMOVE EXISTING CONCRETE CURB, FENCE, SIDEWALK, WALKWAY, LANDSCAPE, OR WALL. 0 O 0 O O 0 10 11 12 13 14 0 16 17 18 19 20 21 22 24 REMOVE TREE AND ROOTS. REMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE SURFACE AND REMOVE TO THE LIMITS SHOWN ON THIS PLAN. ALL REMOVALS SHALL BE DISPOSED OF BY THE CONTRACTOR. REMOVE EXISTING DRIVEWAY AND CONSTRUCT 6" THICK DRIVEWAY PER DETAIL "B", SEE SHEET 2. REMOVE EXISTING DRIVEWAY AND CONSTRUCT 6" THICK DRIVEWAY WITH CURB AND GUTTER PER CITY OF FONTANA STANDARD PLAN NO. 1002 REMOVE EXISTING CURB AND GUTTER AND CONSTRUCT ROLLED CURB PER DETAIL "C", SEE SHEET 2. CONSTRUCT FULL DEPTH ASPHALT CONCRETE SLOT PATCH. CONSTRUCT 8" THICK P.C.C. CONCRETE PAVEMENT. REMOVE EXISTING CURB RAMP, CURB, OR GUTTER AND CONSTRUCT PER DETAIL "A", SEE SHEET 2. REMOVE EXISTING CURB RAMP, CURB, OR GUTTER AND CONSTRUCT PER CITY OF FONTANA STANDARD PLAN NO. 1003. REMOVE EXISTING CURB RAMP, CURB, OR GUTTER AND CONSTRUCT PER CITY OF FONTANA STANDARD PLAN NO. 1004. CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY OF FONTANA STANDARD NO. 1006. CURB RAMP CURB RAMP CURB RAMP REMOVE EXISTING CURB RAMP, CURB, OR GUTTER AND CONSTRUCT PER SPPWC STANDARD PLAN NO. 111-5 CASE A, TYPE 6. INSTALL NEW MAIL BOX AND POST. ADJUST AUTOMATIC GATES AS NEEDED. RELOCATE EXISTING FENCE AS DIRECTED. RELOCATE EXISTING UTILITY (BY OTHERS). ADJUST UTILITY TO GRADE PER OWNING FACILITY AGENCY REQUIREMENTS. PROTECT IN PLACE. CONSTRUCT 4" P.C.C. WALKWAY, MATCH TO EXISTING. REMOVE LANDSCAPING AS DIRECTED BY FIELD ENGINEER. RESET EXISTING STREET SIGN PER CITY OF FONTANA STANDARD PLAN NO. 4003. CONSTRUCT CONCRETE RETAINING CURB. PLAN CURB RAMP REMOVE & REPLACE ATTACHED DRIVEWAY AREA (9957 & 9943 "NIAGARA" TO ACHIEVE 6' FLAT AREA. CONSTRUCT APPDX 300 S.F. OF NEW DRIVEWAY 9180 JUNIPER AVE. IMPORT 20 CY OF FILL & GRADE AROUND 16671 ATHOL AND 9108 JUNIPER AVE. CONSTRUCT CONCRETE STEPS. CONSTRUCT P.C.C. SIDEWALK CONSTRUCT 6" A.0 PAVEMENT OVER CLASS II A.B. CONSTRUCT 8" P.C.C. PAVEMENT CONSTRUCT WALKWAY CONSTRUCT ROLLED CURB EXISTING RIGHT-OF-WAY EXISTING SIDEWALK REMOVE EXISTING SIDEWALK PROPOSED SIDEWALK EXISTING CHAIN LINK FENCE REMOVE EXISTING CHAIN LINK FENCE PROPOSED CHAIN LINK FENCE EXISTING WALL REMOVE WALL EXISTING CURB & GUTTER EXISTING GAS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC INDEX OF SHEETS: SHEET 1 SHEET 2 SHEET 3 SHEET 4 - TITLE SHEET -DETAIL SHEET -NIAGARA AVENUE PLAN SHEET - ATHOL STREET PLAN SHEET Prepared Under The Supervision Of : DATE: 0 EX. TREES/LAND 0 0 EX. STREET LIGHT 0 AP EX. SANITARY SEWER MANHOLE EX. WATER METER EX. WATER VALVE EX. MAILBOX b EX. FIRE HYDRANT EX. STREET SIGN N /A 14 EA N /A 6,500 SF 1,700 SF 500 LF 2,500 SF 1,200 SF 1 EA 2 EA 3 EA 12,000 SF 2 EA 38 EA 6 EA 370 LF 3 EA 29 EA N/A 150 SF N/A 2 EA X EA X EA X EA X EA X EA REMOVE TREES/LANDSCAPE PROP. DRIVEWAY PROP. CURB RAMP (FONTANA STD. NO. 1003) PROP. CURB RAMP (FONTANA STD. NO. 1004) PROP. CURB RAMP (PER DETAIL "B") PROP. CURB RAMP (SPPWC STD. NO. 111-5 CASE A, TYPE 6) CITY OF FONTANA, CALIFORNIA SIDEWALKS, ACCESS RAMPS, AND DRIVEWAY APPROACH IMPROVEMENTS MING GUAN. R.C.E. 75793 BENCH MARK: B.M. NO. 321 ELEVATION=1124.03' DESCRIPTION: THE BENCHMARK FOR THIS SURVEY 1S OF A CITY OF FONTANA BENCHMARK NO. 321 BEING THE TOP OF A FIRE HYDRANT, LOCATED AT THE WEST SIDE OF CITRUS AVENUE OPPOSITE OF MALLORY DRIVE. Recommended By : DATE: CITY ENGINEER MANAGER R.C.E. 51152 DRAWN BY: DESIGNED BY: NIAGARA AVE. AND ATHOL ST. TITLE SHEET SCALE: As Noted DATE: CHECKED BY: APPROVED BY: CITY ENGINEER R.C DATE.E.51 15?1 7�Jr//y DRAWING NO.: 5186 AJe' aP �a� (<O� /7 Athol St / / I //// 6 Juniper Ave Randall Ave Date St Pepper Ave Cypress Ave Olive St Irr o 1.2icn D m` Oleander Ave m San Bemardino Ave Azalea Ave Catawba Ave Valley Blvd 1:0_ North i Almeria Ave Washington Dr 10 CONT. GENERAL NOTES: PROJECT SITE VICINITY MAP NOT TO SCALE 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. M.G Nd REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 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 PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. ps0 P • 57 ROFES$,�N\ N �G GU UAtieyc Na 75793 EXP. 6/30/16 aH� T �P f OF CAUFOR� DATUM STATEMENT BASIS OF BEARING BEARINGS SHOWN HEREON ARE BASED UPON CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 5, (NAD83), DETERMINED BY GPS OBSERVATIONS. VERTICAL CONTROL "ELEVATIONS SHOWN HEREON ARE IN TERMS WITH THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) BASED LOCALLY UPON THE FOLLOWING BENCHMARK IN THE CITY OF FONTANA" BENCHMARK NO. 321 ELEVATION 1124.03' THESE PLANS ARE BASED UPON A SURVEY CONDUCTED ON 8/29/2014 TO 8/31/2014 BY RMD SURVEYING CORPORATION, RIALTO, CALIFORNIA KOA CORPORATION PLANNING & ENGINEERING 3190 C. Shelby Street Ontario, California 91764 Tel: (909) 890-9693 Fax: (909) 890-9694 LEGEND: CONSTRUCTION NOTES AND QUANTITIES OREMOVE EXISTING CONCRETE CURB, FENCE, SIDEWALK, WALKWAY, LANDSCAPE, OR WALL. 0 O 0 O O 0 10 11 12 13 14 0 16 17 18 19 20 21 22 24 REMOVE TREE AND ROOTS. REMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE SURFACE AND REMOVE TO THE LIMITS SHOWN ON THIS PLAN. ALL REMOVALS SHALL BE DISPOSED OF BY THE CONTRACTOR. REMOVE EXISTING DRIVEWAY AND CONSTRUCT 6" THICK DRIVEWAY PER DETAIL "B", SEE SHEET 2. REMOVE EXISTING DRIVEWAY AND CONSTRUCT 6" THICK DRIVEWAY WITH CURB AND GUTTER PER CITY OF FONTANA STANDARD PLAN NO. 1002 REMOVE EXISTING CURB AND GUTTER AND CONSTRUCT ROLLED CURB PER DETAIL "C", SEE SHEET 2. CONSTRUCT FULL DEPTH ASPHALT CONCRETE SLOT PATCH. CONSTRUCT 8" THICK P.C.C. CONCRETE PAVEMENT. REMOVE EXISTING CURB RAMP, CURB, OR GUTTER AND CONSTRUCT PER DETAIL "A", SEE SHEET 2. REMOVE EXISTING CURB RAMP, CURB, OR GUTTER AND CONSTRUCT PER CITY OF FONTANA STANDARD PLAN NO. 1003. REMOVE EXISTING CURB RAMP, CURB, OR GUTTER AND CONSTRUCT PER CITY OF FONTANA STANDARD PLAN NO. 1004. CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY OF FONTANA STANDARD NO. 1006. CURB RAMP CURB RAMP CURB RAMP REMOVE EXISTING CURB RAMP, CURB, OR GUTTER AND CONSTRUCT PER SPPWC STANDARD PLAN NO. 111-5 CASE A, TYPE 6. INSTALL NEW MAIL BOX AND POST. ADJUST AUTOMATIC GATES AS NEEDED. RELOCATE EXISTING FENCE AS DIRECTED. RELOCATE EXISTING UTILITY (BY OTHERS). ADJUST UTILITY TO GRADE PER OWNING FACILITY AGENCY REQUIREMENTS. PROTECT IN PLACE. CONSTRUCT 4" P.C.C. WALKWAY, MATCH TO EXISTING. REMOVE LANDSCAPING AS DIRECTED BY FIELD ENGINEER. RESET EXISTING STREET SIGN PER CITY OF FONTANA STANDARD PLAN NO. 4003. CONSTRUCT CONCRETE RETAINING CURB. PLAN CURB RAMP REMOVE & REPLACE ATTACHED DRIVEWAY AREA (9957 & 9943 "NIAGARA" TO ACHIEVE 6' FLAT AREA. CONSTRUCT APPDX 300 S.F. OF NEW DRIVEWAY 9180 JUNIPER AVE. IMPORT 20 CY OF FILL & GRADE AROUND 16671 ATHOL AND 9108 JUNIPER AVE. CONSTRUCT CONCRETE STEPS. CONSTRUCT P.C.C. SIDEWALK CONSTRUCT 6" A.0 PAVEMENT OVER CLASS II A.B. CONSTRUCT 8" P.C.C. PAVEMENT CONSTRUCT WALKWAY CONSTRUCT ROLLED CURB EXISTING RIGHT-OF-WAY EXISTING SIDEWALK REMOVE EXISTING SIDEWALK PROPOSED SIDEWALK EXISTING CHAIN LINK FENCE REMOVE EXISTING CHAIN LINK FENCE PROPOSED CHAIN LINK FENCE EXISTING WALL REMOVE WALL EXISTING CURB & GUTTER EXISTING GAS LINE EXISTING WATER LINE EXISTING OVERHEAD ELECTRIC INDEX OF SHEETS: SHEET 1 SHEET 2 SHEET 3 SHEET 4 - TITLE SHEET -DETAIL SHEET -NIAGARA AVENUE PLAN SHEET - ATHOL STREET PLAN SHEET Prepared Under The Supervision Of : DATE: 0 EX. TREES/LAND 0 0 EX. STREET LIGHT 0 AP EX. SANITARY SEWER MANHOLE EX. WATER METER EX. WATER VALVE EX. MAILBOX b EX. FIRE HYDRANT EX. STREET SIGN N /A 14 EA N /A 6,500 SF 1,700 SF 500 LF 2,500 SF 1,200 SF 1 EA 2 EA 3 EA 12,000 SF 2 EA 38 EA 6 EA 370 LF 3 EA 29 EA N/A 150 SF N/A 2 EA X EA X EA X EA X EA X EA REMOVE TREES/LANDSCAPE PROP. DRIVEWAY PROP. CURB RAMP (FONTANA STD. NO. 1003) PROP. CURB RAMP (FONTANA STD. NO. 1004) PROP. CURB RAMP (PER DETAIL "B") PROP. CURB RAMP (SPPWC STD. NO. 111-5 CASE A, TYPE 6) CITY OF FONTANA, CALIFORNIA SIDEWALKS, ACCESS RAMPS, AND DRIVEWAY APPROACH IMPROVEMENTS MING GUAN. R.C.E. 75793 BENCH MARK: B.M. NO. 321 ELEVATION=1124.03' DESCRIPTION: THE BENCHMARK FOR THIS SURVEY 1S OF A CITY OF FONTANA BENCHMARK NO. 321 BEING THE TOP OF A FIRE HYDRANT, LOCATED AT THE WEST SIDE OF CITRUS AVENUE OPPOSITE OF MALLORY DRIVE. Recommended By : DATE: CITY ENGINEER MANAGER R.C.E. 51152 DRAWN BY: DESIGNED BY: NIAGARA AVE. AND ATHOL ST. TITLE SHEET SCALE: As Noted DATE: CHECKED BY: APPROVED BY: CITY ENGINEER R.C DATE.E.51 15?1 7�Jr//y DRAWING NO.: 5186