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Home My WebLink About1215'-0" CENTER TO CENTER TYPICAL �RI�! YSTLOAM (70% SAND) 6 3 LOAM" TOPSOIL PEA GRAVEL /--4" SAND PFA rRAVFI - 1 —1 /2" °°o o E 2% o °° —III—III— I I—_I —I I-III-III=III I M I 3' MIN, °I - COMPACTED SUBGRADE PERFORATED PVC W;' � CH PERFORATED PVC W/ H GI - OUTPUT FILTER FABRIC SLEEVE OUTPUT FILTER FABRIC SLEEVE TYPICAL HIGH OUTPUT 4" ° O APPROX. 1 % SLOPE. ® APPROX. 1 % SLOPE. FILTER FABRIC SEE UNDERFIELD DRAINAGE SEE UNDERFIELD DRAINAI PLAN FOR PIPE SIZE PLAN FOR PIPE SIZE TURF °0 A o 4 � COMPACTED HIGH OUTPUT SUBGRADE FILTER FABRIC TYPICAL 12" FOR 4" PERF. PVC 12" FOR 4" PERF. PVC B A 16" FOR 6" PERF. PVC 16" FOR 6" PERF. PVC SKINNED INFIELD AREAS TURF INFIELD AREAS 1 TYPICAL INFIELD UNDERDRAIN SECTION 4" 6.1' 4" POLYMER HEAVY DUTY CONCRETE STAINLESS LOCK—DOWN CHANNEL STEEL GRATE BOLT —7 oo0 Opo Co7o000 o °o ° oo ° 00 oo o 0oPh po0 000 op6 ° 0 °0 o 0 00° p 0 1 00 °g °° 000o poo O p g o O ocsoopoo0o0 z 00 opo 0 0 l -- 1 h SUBGRADE . COMPACTED S — __ .. E BEDDING CONCRETE 2 ACO TRENCH DRAIN NTS PAVERS SECTION THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF THE DOWNSPOUTS BOOTS WITH THE STRUCTURAL AND ARCHITECTURAL PLANS. PROVIDE ALL FITTINGS NECESSARY TO COMPLETE THE DETAIL AS SHOWN OR AS REQUIRED. 3 6' TALL ORNAMENTAL "AEGIS II MAJESTIC' - 3 -RAIL INDUSTRIAL GRADE STEEL FENCING BY AMERISTAR FENCE IN SIZES & LOCATIONS AS NOTED ON PLAN CONTRACTOR SHALL INSTALL GATES IN LOCATIONS AS NOTED ON PLANS AND SHALL ALSO INCLUDE ALL HINGES, SELF CLOSING HARDWARE, LATCHES, M CANE BOLT AND INGROUND RECEIVING PIPE SET IN CONCRETE F_ FOR OPEN AND CLOSED POSITIONS TO MATCH 6' N TALL ORNAMENTAL "AEGIS II MAJESTIC" NTS WALL SEE ARCH. PLANS FOR DOWNSPOUT SIZE SHRINK GROUT (T'PICAL) WHERE INDICATED 'A' = DIAMETER AS SHOWN ON THE LAYOUT SHEET PERIMETER DRAIN PERIMETER DRAIN KM VEN DOWNSPOUT BOOT DETAIL COATED STEEL RAILING WITH DARK BRONZE FlNISH. COATED STEEL POST W/ DARK BRONZE FlNISH -7 a 3 -RAIL INDUSTRIAL GRADE STEEL FENCING SEE POST BASE DETA BY AMERISTAR FENCE 1 G4.2 FOR FOOTING SIZE AND DEPTH. 4 ORNAMENTAL FENCE 0 w O z O FINISH GRADE z O N I' GENERAL NOTES WORK UNDER NON -SHRINK GROUT SPECIFIED OR AS REQUIRED DURING DEMOLITION sPEc. SEC. onloo 8' HUB/ SPIGOT WITH ZURN OWNERS AND VERIIFY THAT WRITTEN PERMISSION HAS BEEN OBTAINED TO IT IS THE RESPONSIBILTY OF THE CONTRACTOR OR CONTRACTORS TO MODEL IZ-1445-A-BP OBTAIN ALL FEDERAL, STATE, COUNTY, CITY, AND LOCAL PERMITS FOR PROPOSED CONSTRUCTION AS SHOWN. IRON TEE W/ BRONZE PLUG IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY SEE H. =PLANS AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL LIT SIZE WORK UNDER NON -SHRINK GROUT YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY SPEC. SEC. 334100 CUT D FORM DOWNSPOUT FINISH GRADE ALL CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AS QUIRED AND AS APPROVED AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD A REDUCER. TO 110 CLEANOUT HUB. THE UTILITIES INDICATED ON THESE PLANS MAY NOT BE A COMPLETE RESPONSIBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTIVE FIN FLOOR OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY THIS SITE. THE LOCATIONS AND SIZE OF THESE UTILITIES ARE R ER AS REQUIRED FOOTING BEYOND OTHERS AND USED BY THE ARCHITECT AND OR ENGINEER AND MAY NOT BE ACTUAL. THE ARCHITECT AND OR ENGINEER MAY NOT BE HELD CUTOUT r LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION BUIU ING WALL INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 8'MIN. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN 24'MAX. _ THE FIELD BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR C.I. PIPE,SEE SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR PLAN FOR INV. AT CONTRACTORS OR AGENCIES WHOMEVER UTILITY COMPANIES OR AGENCIES ARE FOUND ON THE ENGINEERING PLANS OR LANDSCAPE PLANS FROM BUILDING WALLS ACTUAL FIELD CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E SEE ARCH. COORDINATE DOWNSPOUT AND CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, STRUC.-y' DRAIN LAYOUT WITH FOOTING ,oTm- PLANS CONSTRUCTION. PROVIDE CUTOUT LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN FACE OF CURB UNLESS OTHERWISE NOTED. IN FOOTING AS SHOWN OR AS ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO THE BASE FOOTING REQUIRED. WYE NOTED. RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS SECTION THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF THE DOWNSPOUTS BOOTS WITH THE STRUCTURAL AND ARCHITECTURAL PLANS. PROVIDE ALL FITTINGS NECESSARY TO COMPLETE THE DETAIL AS SHOWN OR AS REQUIRED. 3 6' TALL ORNAMENTAL "AEGIS II MAJESTIC' - 3 -RAIL INDUSTRIAL GRADE STEEL FENCING BY AMERISTAR FENCE IN SIZES & LOCATIONS AS NOTED ON PLAN CONTRACTOR SHALL INSTALL GATES IN LOCATIONS AS NOTED ON PLANS AND SHALL ALSO INCLUDE ALL HINGES, SELF CLOSING HARDWARE, LATCHES, M CANE BOLT AND INGROUND RECEIVING PIPE SET IN CONCRETE F_ FOR OPEN AND CLOSED POSITIONS TO MATCH 6' N TALL ORNAMENTAL "AEGIS II MAJESTIC" NTS WALL SEE ARCH. PLANS FOR DOWNSPOUT SIZE SHRINK GROUT (T'PICAL) WHERE INDICATED 'A' = DIAMETER AS SHOWN ON THE LAYOUT SHEET PERIMETER DRAIN PERIMETER DRAIN KM VEN DOWNSPOUT BOOT DETAIL COATED STEEL RAILING WITH DARK BRONZE FlNISH. COATED STEEL POST W/ DARK BRONZE FlNISH -7 a 3 -RAIL INDUSTRIAL GRADE STEEL FENCING SEE POST BASE DETA BY AMERISTAR FENCE 1 G4.2 FOR FOOTING SIZE AND DEPTH. 4 ORNAMENTAL FENCE 0 w O z O FINISH GRADE z O N I' GENERAL NOTES THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES AS IT SHALL BE THE THE RESPONSIBILITY OF THE CONTRACTOR TO SPECIFIED OR AS REQUIRED DURING DEMOLITION COORDINATE ALL PROPOSED CONSTRUCTION WITH ADJACENT PROPERTY OWNERS AND VERIIFY THAT WRITTEN PERMISSION HAS BEEN OBTAINED TO IT IS THE RESPONSIBILTY OF THE CONTRACTOR OR CONTRACTORS TO CROSS THE NEIGHBORING PROPERTIES TO ACCESS AND COMPLETE OBTAIN ALL FEDERAL, STATE, COUNTY, CITY, AND LOCAL PERMITS FOR PROPOSED CONSTRUCTION AS SHOWN. ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THIS SHALL INCLUDE ALL SUBMITTALS AS REQUIRED INCLUDING STORMWATER RUNOFF IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY CONTROL (RULE 5). THE CONTRACTOR OR CONTRACTORS ARE AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL DUMPED, SPILLED OR WIND BLOWN FROM THIS SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRIVEWAYS, AGENIES MENTIONED ABOVE UNLESS OTHERWISE NOTED BY THE YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY CONTRACT OR SPECIFICATIONS. IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST ALL CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN DURING THE ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD A REDUCER. LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTORS THE UTILITIES INDICATED ON THESE PLANS MAY NOT BE A COMPLETE RESPONSIBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTIVE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY THIS SITE. THE LOCATIONS AND SIZE OF THESE UTILITIES ARE LOCATING COMPANY PRIOR TO THE START OF DEMOLITION ACTIVITIES. APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED FROM ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OTHERS AND USED BY THE ARCHITECT AND OR ENGINEER AND MAY NOT BE ACTUAL. THE ARCHITECT AND OR ENGINEER MAY NOT BE HELD OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTORS INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. RESPONSIBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTIVE THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY THE FIELD BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR LOCATING COMPANY PRIOR TO THE START OF EXCAVATING. VERIFY SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES CONTRACTORS OR AGENCIES WHOMEVER UTILITY COMPANIES OR AGENCIES ARE FOUND ON THE ENGINEERING PLANS OR LANDSCAPE PLANS FROM WHOMEVER HAS JURISDICATION SO NOT TO CAUSE DAMAGE. ACTUAL FIELD CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO IMMEDIATELY. IF ANY DISCREPANCIES ARE FOUND ON THE SURVEY PLAN OR FROM ACTUAL FIELD CONDITIONS THE CONTRACTOR SHALL CONTACT CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. THE A/E IMMEDIATELY FOR INSTRUCTIONS. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMER, DITCHES, DRAINAGE PIPES AND STRUCTURES, FENCES, ALL DIMENSIONS OF PAVEMENTS ARE TO EDGE OF FINISH PAVEMENT OR LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN FACE OF CURB UNLESS OTHERWISE NOTED. SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO THE BASE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR LINES, PROPERTY LINES AND OR BUILDING LINES UNLESS OTHERWISE REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE NOTED. RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE ALL CONCRETE CURBS SHALL BE TOOLED FOR CONTROL JOINTS AND NOT TO DAMAGED DURING CONSTRUCTION FROM HEAVY TRAFFIC OR EQUIPMENT, EXCEED 10'-0" MAXIMUM. EXPANSION JOINTS SHALL NOT EXCEED 30'-0" FUEL OIL, OIL, GASOLINE, ETC., BY THE GENERAL CONTRACTOR, MAXIMUM. CONTROL JOINTS IN CURBS MAY BE SAW CUT WITHIN 24 HOURS SUBCONTRACTOR, OR SUPPLIERS, SHALL BE RECONSTRUCTED TO IT'S AFTER THE CURBS ARE POURED. ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. THIS RECONSTRUCTION AND REPAIR ALL 4" CONCRETE PAVEMENTS OR SIDEWALKS ARE NOT TO EXCEED A MAXIMUM SHALL TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION OR SLOPE OF 1' IN 20'. CONTROL JOINTS SHALL NOT EXCEED A MAXIMUM OF DURING THE SCHEDULED GRADING AND PAVING OF THOSE AREAS. 10'-0" O.C.. EXPANSION JOINTS SHALL NOT EXCEED 40'-0" O.C. MAXIMUM IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BARE ALL UNLESS OTHERWISE NOTED OR INDICATED ON PLANS. EXPENSES TO, RELOCATE AND OR MODIFY ALL UTILIZES, PRIVATE, PUBLIC, ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF PAVEMENT, UNLESS NOTED OTHERWISE ON PLANS. IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH EACH UTILITY TOP OF CURB, BOTTOM OF CURB OR FINAL GRADE ELEVATION. COMPANY AND OR AGENT TO WHO IS RESPONSIBLE TO REMOVE, TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A RELOCATE AND OR MODIFY SUCH UTILITIES EXISTING OR PROPOSED. PROPOSED FINISHED ELEVATION, SEE THE APPROPRIATE DETAIL. THE CONTRACTOR SHALL BE RESPONSIBILE TO PROVIDE AT HIS PROVIDE A SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXPENSE ALL AUTOMOBILE AND PEDESTRAIN TRAFFIC CONTROL EXISTING AREAS AS NECESSARY. DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COMPLETELY WITH AGENCIES. APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A/E. REMOVAL OF THE EXISTING IMPROVEMENTS WILL BE BY OTHERS. THE SEE THE APPROPRIATE DETAILS AND THE SPECIFICATIONS FOR THE MATERIALS REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A APPROVED MATERIALS. PROPER AND LEGAL MANNER PER FEDERAL, STATE, COUNTY, CITY, AND PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITHOUT PONDING OR LOCAL LAWS AND ORDINANCE. WATER. THE PAVING CONTRACTOR SHALL TEST ALL PAVED AREAS FOR IT IS THE RESPONSIBILTY OF THE CONTRACTOR OR CONTRACTORS TO BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT WITH WATER OBTAIN ALL FEDERAL, STATE, COUNTY, CITY, AND LOCAL PERMITS FOR AND MARKING THE PONDED AREAS. CORRECTIONS SHALL BE MADE IF ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THIS NECESSARY. INCLUDES THE SUBMITTAL OF SOIL EROSION & SEDIMENT CONTROL ALL AREAS WHERE THE PROPOSED ASPHALT PAVEMENT MEETS THE PLANS AS REQUIRED FOR RULE 5. EXISTING PAVEMENT, THE EXISTING PAVEMENT EDGE SHALL BE FREE OF THE CONTRACTOR OR CONTRACTORS ARE RESPONSIBLE TO PAY FOR ALL ALL LOOSE MATERIALS. THE EDGE OF THE EXISTING ASPHALT SHALL BE REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UNLESS SEALED WITH A TACK COAT MATERIAL BEFORE THE NEW ASPHALT IS OTHERWISE NOTED BY THE CONTRACT OR SPECIFICATIONS. INSTALLED. IT IS THE CONTRACTOR'S RESPONSIBLITY TO NOTIFY ALL THE UTILTY HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE PUMPING COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL SURFACE AND SUBSURFACE WATER IS PRESENT. PROPER PRECAUTIONARY VERIFICATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING TO ALLEVIATE SUCH DAMAGE. AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTIVE OF THE UTILITY CAN BE ALL EXCAVATED AREAS NOT COVERED BY OTHER IMPROVEMENTS SHALL PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE THE EXCAVATION. NOTED. SEE LANDSCAPE PLAN FOR DIRECTION AND VERIFICATION. V W H < Z5 a co W O Z m co �i Q co) a w 0 1� M g N c m m N � I N N I o� z La O < 00 CHERRY TREE SOFTBALL COMPLEX RENOVATIONS 208032.00.00