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HomeMy WebLinkAbout44-01 Plans May 3rd 2001 C101 Site Layout PlanSITE LAYOUT PLAN. SCALE: I "= 20' NORTH .............. . m'' I Pi i I - __ m HEAVY DUTY BITUMINOUS ASPHALT PAVEMENT LIGHT DUTY BITUMINOUS ASPHALT PAVEMENT 6" THICK POURED CONCRETE SLAB 4" THICK POURED CONCRETE SLAB �A DEMO EXSITING TREES © 6" EXTRUDED CONCRETE CURB PER DETAIL 18/C104. © HANDICAP SYMBOL PER DETAIL 17/C104. 0 HANDICAP PARKING SIGN PER DETAIL 16/C104. E HANDICAP RAMP PER DETAIL 04/C104. F 6" CONCRETE SLAB PER DETAIL 08/C104. G CONCRETE STAIRS. SEE STRUCTURAL DWGS. H RETAINING WALL SEE DETAIL 04/C105. 0 TRASH ENCLOSURE SEE DETAIL 19/C104. 0 CONCRETE WALK PER DETAIL 05/C104. LO 4" WIDTH PAINTED PAVEMENT MARKING, WHITE, QM HEAVY DUTY PAVEMENT PER DETAIL 11/C104. NO LIGHT DUTY PAVEMENT PER DETAIL 12/C104. P EXPANSION JOINT PER DETAIL 06/C104. Q INTEGRAL CONCRETE CURB & WALK PER DETAIL 02/C104, R 6" CONCRETE CURB PER DETAIL 03/C104. S 4" WIDTH PAINTED PAVEMENT MARKING @ 24" O.C. T 16" WIDE MASONRY WALL. SEE DETAIL 19/C104. 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY, THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE, WATER MAY BE USED AS A REDUCER. SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION. "DON'T DIG BLIND" "IT'S THE LAW" wauu am maRGUNO PROTE aN SCAM . INC. Call 1- 500 -382 -5544 2 Working pays Before You Dig. clo 2 of 6 Sheets File No. 20574 k GENERAL NOTES:- II 1. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER 1: FINAL GRADING UNLESS OTHERWISE NOTED. SEE LAND- 16. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SCAPE PLAN AND OR EROSION CONTROL PLAN FOR SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE DIRECTION AND VERIFICATION. EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAYBE 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH- APPROXIMATE. THIS INFORMATION WAS GATHERED OR OUT PONDING WATER. THE PAVING CONTRACTOR SHALL SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY l TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY NOT BE ACTUAL. THE A/E SHALL NOT BE HELP LIABLE FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION 1 i ; MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. OF THE TOPPING COURSE. CORRECTIONS SHALL BE MADE IF NECESSARY. 17, THE EXCAVATING CONTRACTOR OR LANDSCAPE CONTRACTOR ` SHALL INSTALL THE FINISHED GRADE AT 1/2" BELOW e ettior ;........••.. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED ACROSS 773, ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON- THAT SEEDED AREA. STRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE 18. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT :...1 ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES HIMSELF WITH THE SOIL CONDITIONS. i ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE 19. PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR REMOVAL OF EXISTING ASPHALT PAVEMENT INDICATED ON SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREP- THE PLANS SHALL INCLUDE ALL AGGREGATE BASE MATER - ' ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD IALS. AREAS TO BE REMOVED SHALL BE SAW CUT CLEAN, CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E NEAT AND TRUE TO LINE. REMOVE ALL NON- ORGANIC IMMEDIATELY FOR INSTRUCTIONS. MATERIAL THAT WOULD INTERFERE WITH PROPOSED PLANT l MATERIAL. REPLACE ALL EXCAVATED AREAS TO BE PLANTED 4, ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING WITH A MINIMUM OF 6 INCHES OF APPROVED TOPSOIL. CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY 20. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL ARE DAMAGED DURING CONSTRUCTION FROM HEAVY EQUIP- THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS- MENT, FUEL OIL, OIL, GASOLINE ETC., BY THE GENERAL IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE CONTRACTOR, SUBCONTRACTOR, OR SUPPLIERS, SHALL BE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND RECONSTRUCTED TO IT'S ORIGINAL OR AS REQUIRED OR UTILITY LOCATION COMPANY PRIOR TO THE START OF DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL ` EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS AGENCIES. THIS RECONSTRUCTION AND OR REPAIR SHALL BY THE UTILITY CONTRACTOR OR CONTRACTORS OR TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION ` AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT OR DURING THE SCHEDULED PAVING. HAS JURISDICTION SO NOT TO CAUSE DAMAGE. � 21. ALL STRIPES ARE TO BE 4" PAINTED WHITE, UNLESS 5, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL OTHERWISE NOTED ON THE PLANS, DETAILS, OR IN THE THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS SPECIFICATIONS. BEFORE CONSTRUCTION IS TO START TO VERIFY ANY ' UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFI- 22• ALL 4" CONCRETE PAVEMENTS OR SIDEWALKS ARE NOT TO CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE EXCEED A MAXIMUM OF 3/4" SLOPE PER FOOT. CONTROL BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. JOINTS SHALL NOT EXCEED 10' -0" MAXIMUM ON CENTER, 1 WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, EXPANSION JOINTS SHALL NOT EXCEED 40' -0" MAXIMUM ' THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO ON CENTER UNLESS OTHERWISE NOTED OR INDICATED ON A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING PLANS. THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 23. ALL CONCRETE CURBS SHALL BE TOOLED FOR CONTROL JOINTS AND NOT TO EXCEED 10' -0" MAXIMUM. EXPAN- 6. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILL COM- SION JOINTS SHALL NOT EXCEED 40' -0" MAXIMUM. CON - PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL TROL JOINTS MAY BE SAW CUT WITHIN 24 HOURS AFTER SUITABLE TO THE A /E. SEE THE APPROPRIATE DETAILS THE CURBS ARE POURED. AND SPECIFICATIONS FOR THE APPROVED MATERIALS. 24. ALL DIMENSIONS OF PAVEMENTS ARE TO THE EDGE OF 7. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF PAVEMENT OR FACE OF CURB UNLESS OTHERWISE NOTED. PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION, 25. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO 8. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW THE BASE LINES, PROPERTY LINES AND OR BUILDING LINES A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. UNLESS OTHERWISE NOTED. 9, HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE 26. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER 27. PROVIDE A SMOOTH TRANSITION FROM NEWLY PAVED AREAS PRECAUTIONARY STEPS MUST BE TAKEN DURING THE TO EXISTING AREAS AS NECESSARY. ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 2$, ALL AREAS WHERE THE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT, THE EXISTING PAVEMENT =� 10. ALL CONSTRUCTION METHODS AND MATERIALS MUST EDGE SHALL BE FREE OF ALL LOOSE MATERIALS THE CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS EDGE OF THE EXISTING ASPHALT SHALL BE SEALED WITH OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL A TACT COAT MATERIAL BEFORE THE NEW ASPHALT IS REQUIREMENTS, WHICHEVER HAS JURISDICTION, INSTALLED. 11. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, 29. ALL HANDICAP RAMPS THAT ARE PERPENDICULAR TO THE ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAI+•:a,GE CURB SHALL NOT EXCEED A SLOPE OF 1 " !N 12" LONG - PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUS,! !ES, ITUDINALLY. HANDICAP RAMPS AND SIGNS SHALL BE IN MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN AND ACCORDANCE WITH THE ADA REQUIREMENTS. SEE SITE BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY PLAN FOR LOCATION OF RAMPS AND SIGNS AND THE DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, DETAILS FOR SPECIFICATIONS. RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR 30 THE ENTIRE SITE SHALL BE STRIPPED OF ALL IMPROVE - REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS MENTS UNLESS OTHERWISE NOTED. ALL THE REMOVED REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY EM MATERIALS SHALL BE REMOVED FROM THE SITE BY THE OR LOCAL AGENCIES. GENERAL CONTRACTOR SUBCONTRACTOR. 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- 31. REMOVAL OF THE EXISTING IMPROVEMENTS ARE AS NOTED TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY ON THE PLANS. THE MATERIALS REMOVED FROM THE OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED SITE SHALL BE DISPOSED OFFSITE IN A PROPER AND LEGAL UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CON- MANNER PER FEDERAL, STATE, COUNTY, CITY AND OR TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED LOCAL LAWS AND ORDINANCE. _ PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE 'JN- LESS OTHERWISE NOTED 1N THE CONTRACT OR SPECIE!- 32. REMOVAL OF THE EXISTING IMPROVEMENTS ARE AS NOTED CATIONS. ON THE PLANS. THE MATERIALS REMOVED MAY BE DIS- POSED OF ON SITE PER PLAN NOTES. -' 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BARE ALL EXPENSES TO REMOVE, RELOCATE AND OR 33. REMOVAL OF THE EXISTING ASPHALT PAVEMENT INDICATED MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE. IN THE PROPOSED PAVED AREAS SHALL INCLUDE ALL IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CON- AGGREGATE BASE MATERIALS. SAW CUT AREAS CLEAN, TRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR NEAT AND TRUE TO LINE SO NO CHIPPING OR BREAKING AGENT TO WHO IS RESPONSIBILITY TO REMOVE, RELOCATE, OF THE EXISTING PAVEMENT OCCURS. AND OR MODIFY SUCH UTILITY EXISTING OR PROPOSED, IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY 34. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS AND HOW IT MAY EFFECT THIS PROJECT AND IT'S PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION OWNER AS TO THEIR FUTURE RESPONSIBILITIES. AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT AND WILL BE AFFECTED BY THE NEW CONSTRUCTION, 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, EXISTING SYSTEM. THE IRRIGATION SUBCONTRACTOR COUNTY, ­CITY OR LOCAL. AGENCIES.._ 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY, THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE, WATER MAY BE USED AS A REDUCER. SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION. "DON'T DIG BLIND" "IT'S THE LAW" wauu am maRGUNO PROTE aN SCAM . INC. Call 1- 500 -382 -5544 2 Working pays Before You Dig. clo 2 of 6 Sheets File No. 20574 k