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Home My WebLink About5449-1GENERAL NOTES: CITY OF FONTANA MERRILL AVENUE AND LAUREL AVENUE STREET IMPROVEMENTS 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE Foothill Blvd ]j CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN EXISTING BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE CURB, FENCE, WALKWAY, LANDSCAPE, OR WALL. NOTED. O2 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE 31. RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL 25. IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. EXISTING 3. ALL MATE ALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. REMOVE 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DISPOSED OF BY THE CONTRACTOR, UNDER CLEARING AND GRUBBING. DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL OCONSTRUCT BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC 32, RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. a) � Q 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 2 EA EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 12" MIN OF 95% COMPACTED NATIVE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR cv OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 33. 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 34 THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET OCONSTRUCT 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 U SEPARATE PERMIT FOR THAT PURPOSE. 35. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT Arrow Blvd SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND CITY OF FONTANA STANDARD PLAN NO. 1001 ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. 30. THE CONTRgCTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 811 TWO WORKING DAYS BEFORE 36. EXCAVATION. Merrill Ave 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT 10 LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, 1,250 SF DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY a� Q m 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 a> AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR AGENCY Q AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION Qcn AND WATER REQUIREMENTS. Q 13. CURVE DATA REFERS TO THE FACE OF CURB. _ 14. STATIONING+ REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. I_ 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE 49 LF CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE cu 70 FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. U) 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH Q MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. � 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT fTf U TIES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND 15 SF SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL RELOCATE EXISTING UTILITY. (BY OTHERS) BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO GADJUST THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 5 EA 11.0 i -- 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. 20 A MINIMUM 12 -FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR 17 TON RESIDENTS AND EMERGENCY VEHICLES. San Bemardino Ave 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. ... t 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. CITY OF FONTANA MERRILL AVENUE AND LAUREL AVENUE STREET IMPROVEMENTS 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING CONT. GENERAL NOTES: PROJECT SITE VICINITY MAP NOT TO SCALE STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE Foothill Blvd ]j 11 EXISTING TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. CURB, FENCE, WALKWAY, LANDSCAPE, OR WALL. 1 LS O2 REMOVE TREE AND ROOTS. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME EXISTING THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. REMOVE OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. DISPOSED OF BY THE CONTRACTOR, UNDER CLEARING AND GRUBBING. CURB & GUTTER OCONSTRUCT STAMPED CONCRETE 4" THICK OVER 12" MIN OF 95% 32, a) Q a) � Q ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH OCONSTRUCT 5 SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA 2 EA EXISTING!'CONCRETE. 12" MIN OF 95% COMPACTED NATIVE. c a) cv THE SEWER CONTRACTOR SHALL STAMP "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE CITY OF FONTANA STANDARD PLAN NO. 1000. A SEWER LATERAL. c m NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, 34 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, OCONSTRUCT INSPECTED AND APPROVED. 1,850 SF .I U ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY Arrow Blvd OF STREETS. CITY OF FONTANA STANDARD PLAN NO. 1001 THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 30. IL 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO Merrill Ave 10 SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 1,250 SF a) a� Q m R17\1190N USCRIPTION ENGR. a> > Q Q 0 Qcn Q Q Q REMOVE MAIL BOX AND POST. (TYP) L I_ a) 49 LF U cu 70 1 EA U) a Q J � U fTf U CONSTRUCT 4" P.C.C. WALKWAY, MATCH TO EXISTING. 15 SF Randall Ave ll RELOCATE EXISTING UTILITY. (BY OTHERS) N/A GADJUST UTILITY TO GRADE. 5 EA GRIND AND OVERLAY EXISTING PAVEMENT WITH 0.10' AC MIN PER DETAIL 2275 SF 20 "A", SEE SHEET 2. 17 TON 21 San Bemardino Ave N/A JQ' o�P 00 ° North Valle Blvd 1 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING CONT. GENERAL NOTES: PROJECT SITE VICINITY MAP NOT TO SCALE IT'S THE LAW! INEINEE DIAL BEFORE ANN INNINEE YOU DIG! CALL AT LEAST AVC TWO WORKING DAYS Know whars b ow. BEFORE YOU DIG - Call befor you dig. 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. /OFESS/ �`NG Gv4ti Na 75793 EXP. 6/30/16 avL DATUM STATEMENT ASIS OF BEARIN BEARINGS SHOWN ARE BASED UPON CALIFORNIA STATE PLANE COORDINATE SYSTEM (ZONE 5) NAD83. 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" 74147:ill l 1, was 4IAV,3110P►274 1,244.23' THESE PLANS ARE BASED UPON A SURVEY CONDUCTED ON 10/6/15 AND 10/8/15 BY RMD SURVEYING CORPORATION. RIALTO, CALIFORNIA INDEX OF SHEETS: SHEET 1 -TITLE SHEET SHEET 2 -DETAILS AND TYPICAL CROSS SECTIONS SHEET 3-4 -STREET IMPROVEMENT PLAN SHEET 5 -MERRILL AVENUE CROSS SECTIONS SHEET 6-7 -LAUREL AVENUE CROSS SECTIONS SHEET 8-9 -DRIVEWAY CROSS SECTIONS REFERENCE DRAWING No. 5450 FOR SIGNING AND STRIPING PLAN CONSTRUCTION NOTES AND OUANTMES STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE x x EXISTING CONCRETE CURB, ASPHALT, CONCRETE FOUNDATION, ASPHALT EXISTING TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. CURB, FENCE, WALKWAY, LANDSCAPE, OR WALL. 1 LS O2 REMOVE TREE AND ROOTS. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME EXISTING THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. REMOVE OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. DISPOSED OF BY THE CONTRACTOR, UNDER CLEARING AND GRUBBING. CURB & GUTTER OCONSTRUCT STAMPED CONCRETE 4" THICK OVER 12" MIN OF 95% 32, ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH OCONSTRUCT 5 SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA 2 EA EXISTING!'CONCRETE. 12" MIN OF 95% COMPACTED NATIVE. FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 27. THE SEWER CONTRACTOR SHALL STAMP "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE CITY OF FONTANA STANDARD PLAN NO. 1000. A SEWER LATERAL. PAVING CONTRACTOR UPON COMPLETION OF PAVING. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, 34 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, OCONSTRUCT INSPECTED AND APPROVED. 1,850 SF AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY 875 SF OF STREETS. CITY OF FONTANA STANDARD PLAN NO. 1001 THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO CITY OF FONTANA STANDARD PLAN NO. 1002 10 SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 1,250 SF r r ' REV.1 R17\1190N USCRIPTION ENGR. CITY I DATE NATIVE PER DETAIL "C", SEE SHEET 2. 140 SF 12 IT'S THE LAW! INEINEE DIAL BEFORE ANN INNINEE YOU DIG! CALL AT LEAST AVC TWO WORKING DAYS Know whars b ow. BEFORE YOU DIG - Call befor you dig. 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. /OFESS/ �`NG Gv4ti Na 75793 EXP. 6/30/16 avL DATUM STATEMENT ASIS OF BEARIN BEARINGS SHOWN ARE BASED UPON CALIFORNIA STATE PLANE COORDINATE SYSTEM (ZONE 5) NAD83. 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" 74147:ill l 1, was 4IAV,3110P►274 1,244.23' THESE PLANS ARE BASED UPON A SURVEY CONDUCTED ON 10/6/15 AND 10/8/15 BY RMD SURVEYING CORPORATION. RIALTO, CALIFORNIA INDEX OF SHEETS: SHEET 1 -TITLE SHEET SHEET 2 -DETAILS AND TYPICAL CROSS SECTIONS SHEET 3-4 -STREET IMPROVEMENT PLAN SHEET 5 -MERRILL AVENUE CROSS SECTIONS SHEET 6-7 -LAUREL AVENUE CROSS SECTIONS SHEET 8-9 -DRIVEWAY CROSS SECTIONS REFERENCE DRAWING No. 5450 FOR SIGNING AND STRIPING PLAN CONSTRUCTION NOTES AND OUANTMES QTY x x EXISTING CONCRETE CURB, ASPHALT, CONCRETE FOUNDATION, ASPHALT EXISTING OREMOVE CURB, FENCE, WALKWAY, LANDSCAPE, OR WALL. 1 LS O2 REMOVE TREE AND ROOTS. 6 EA OREMOVAL LIMIT. SAWCUT CONCRETE. ASPHALT, AND OTHER HARDSCAPE SURFACE N/A EXISTING AND REMOVE TO THE LIMITS SHOWN ON THIS PLAN. ALL REMOVALS SHALL BE REMOVE WALL DISPOSED OF BY THE CONTRACTOR, UNDER CLEARING AND GRUBBING. CURB & GUTTER OCONSTRUCT STAMPED CONCRETE 4" THICK OVER 12" MIN OF 95% 80 SF EXISTING COMPACTED NATIVE PER CITY OF FONTANA STANDARD PLAN NO 1006. EXISTING OCONSTRUCT 5 CURB RAMP PER CITY OF FONTANA STANDARD PLAN NO. 1004 OVER 2 EA EXISTING 12" MIN OF 95% COMPACTED NATIVE. EXISTING OCONSTRUCT 8" CURB AND GUTTER OVER 12" MIN OF 95% COMPACTED NATIVE PER 570 LF CITY OF FONTANA STANDARD PLAN NO. 1000. 6.5" MIN. AC PAVEMENT OVER 12" MIN OF 95% COMPACTED NATIVE 6,030 SF OCONSTRUCT SUBGRADE PER CITY STD. 401. 245 TON OCONSTRUCT 4" THICK P.C.C. SIDEWALK OVER 12" MIN OF 95% COMPACTED NATIVE 1,850 SF PER CITY OF FONTANA STANDARD PLAN NO. 1006. 9a CONSTRUCT 6" THICK P.C.C. DRIVEWAY OVER 12" MIN 95% COMPACTED NATIVE PER 875 SF CITY OF FONTANA STANDARD PLAN NO. 1001 9b CONSTRUCT 6" THICK P.C.C. DRIVEWAY OVER 12" MIN 95% COMPACTED NATIVE PER 200 SF CITY OF FONTANA STANDARD PLAN NO. 1002 10 REMOVE EXISTING AND CONSTRUCT 6" THICK P.C.C. DRIVEWAY TRANSITION OVER 1,250 SF 12" MIN 95% COMPACTED NATIVE. 6" THICK P.C.C. DEPRESSED DRIVEWAY OVER 12" MIN COMPACTED GCONSTRUCT NATIVE PER DETAIL "C", SEE SHEET 2. 140 SF 12 INSTALL NEW MAIL BOX AND POST. 1 EA 13 REMOVE MAIL BOX AND POST. (TYP) 1 EA 14 INSTALL CHAIN LINK FENCE PER APWA STANDARD PLAN NO. 600-3. 49 LF 15 INSTALL WROUGHT IRON DRIVEWAY GATE FOR 20' DRIVEWAY 1 EA OCONSTRUCT 16 WALL AND PILASTERS FINISH AND COLOR TO MATCH EXISTING WALL. 1 LS WROUGHT IRON FENCE TO BE INSTALLED ON TOP OF WALL TO MATCH EXISTING. 17 CONSTRUCT 4" P.C.C. WALKWAY, MATCH TO EXISTING. 15 SF 18 RELOCATE EXISTING UTILITY. (BY OTHERS) N/A GADJUST UTILITY TO GRADE. 5 EA GRIND AND OVERLAY EXISTING PAVEMENT WITH 0.10' AC MIN PER DETAIL 2275 SF 20 "A", SEE SHEET 2. 17 TON 21 PROTECT IN PLACE. N/A LEGEND: x X CENTERLINE x x RIGHT-OF-WAY EXISTING SIDEWALK REMOVE EXISTING SIDEWALK PROPOSED SIDEWALK EXISTING CHAIN LINK FENCE REMOVE EXISTING CHAIN LINK FENCE PROPOSED CHAIN LINK FENCE EXISTING KOA CORPORATION PLANNING & ENGINEERING 3190 C Shelby Street Ontario, California 91764 Tel: (909) 890-9693 Fax: (909) 890-9694 BENCH MARK: B.M. NO. 274 ELEVATION= 1.244.23 DESCRIPTION: THE BENCHMARK FOR THIS SURVEY IS OF THE CITY OF FONTANA BENCHMARK NO. 274 BEING A PK NAIL IN THE CURB, BCR, NE CURB RETURN. CONSTRUCT P.C.C. SIDEWALK CONSTRUCT A.0 PAVEMENT PROPOSED GRIND AND OVERLAY EXISTING CENTERLINE 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 PROPOSED CURB & GUTTER EXISTING GAS UNE EXISTING WATER LINE EXISTING SEWER EXISTING OVERHEAD UNE EXISTING STORM DRAIN UNE EXISTING TELEPHONE UNE EXISTING EDGE OF PAVEMENT • PROP. DRIVEWAY PER CITY OF FONTANA STD. NO. 1001 t .� PROP. DRIVEWAY PER DETAIL "B" Prepared Under The Supervision Of : DRAWN BY: DESIGNED BY: CHECKED BY: DATE: 3// 2 ;A' k ---------- ?T' O 01 EX. TREES/LANDSCAPE EX. STREET LIGHT EX. SANITARY SEWER MANHOLE EX. WATER METER EX. WATER VALVE EX. MAILBOX EX. FIRE HYDRANT EX. POWER POLE EX. STREET SIGN REMOVE TREES/LANDSCAPE REMOVE STREET LIGHT REMOVE POWER POLE REMOVE TELEPHONE PEDESTAL REMOVE MAIL BOX PROPOSED MAIL BOX PROPOSED STREET SIGN PROP. CURB RAMP STANDARD PLAN 1004. CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN MERRILL AVENUE SCALE: AND As Noted DATE: 17 LAU EL AVENUE APP VE B DRAWING NO.: DATE: ' 14' �G 5449 1/9 niTv rr.i is �