HomeMy WebLinkAboutB15-0253_SP-0.1_1438199520.pdfskate park general construction notes
10. SPECIAL INSPECTION
3. FOUNDATIONS
SLUMP
CONTENT
480
(POUNDS) (INCHES)
MIN. CEMENT
AGGREGATE
SIZE (INCHES)
MAX.
1"
4. CONCRETE & REINFORCEMENT WORK
STRENGTH (PSI)
MIN. 28-DAY
COMPRESSIVE
MAX. AIR
(PERCENT)
ENTRAINING
5 - 6 %
MAX.
1. GENERAL
1.1 CONSIDER GENERAL NOTES AS APPLYING TO ALL DRAWINGS.
1.2 NOTIFY SKATE PARK DESIGNER OF ANY DISCREPANCIES IN THESE PLANS.
1.3 PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE AND/OR LOCAL BUILDING CODES.
1.4 THE SKATE PARK DESIGNER SHALL HAVE NO CONTROL OR CHARGE OF, NOR BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES, OR PROCEDURES, SAFETY PRECAUTIONS, AND PROGRAMS IN CONNECTION WITH THE WORK, THE ACTS OR OMISSIONS OF THE
CONTRACTOR, SUBCONTRACTOR, OR ANY PERSONS PERFORMING ANY OF THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN
CONFORMANCE WITH THE CONTRACT DOCUMENTS.
1.5 THE CONTRACTOR SHALL WARRANTY ALL OF THEIR WORK DURING CONSTRUCTION AND A MINIMUM OF ONE YEAR AFTER THE PROJECT IS COMPLETED.
2. DESIGN CRITERIA
2.1 CODE: COMPLY WITH 2012 INTERNATIONAL BUILDING CODE (IBC), AS AMENDED BY THE TOWN.
2.2 SEISMIC:
SEISMIC DESIGN CATEGORY "A"
SPECTRAL RESPONSE:Ss = .2671 S1 = .0744
Sds = 0 Sd1 = 0
SITE CLASS "D"
2.3 WIND:
3-SECOND GUST WIND SPEED 115 M.P.H. (ULT) 90 MPG (ASD)
IMPORTANCE FACTOR I = 1.0
WIND EXPOSURE "C"
4.1 CONCRETE MIXES SHALL BE DESIGNED BY A TESTING LABORATORY AND APPROVED BY THE SKATE PARK DESIGNER. MIXES SHALL CONFORM TO
APPLICABLE BUILDING CODE REQUIREMENTS, REGARDLESS OF OTHER MINIMUM REQUIREMENTS SPECIFIED HEREIN OR ON THE DRAWINGS. MIX DESIGNS
SHALL BE SUBMITTED TO THE SKATE PARK DESIGNER FOR APPROVAL BEFORE USE. DESIGNS SHALL SHOW PROPORTIONS OF CEMENT, FINE AND COARSE
AGGREGATES AND WATER, AND GRADATION OF COMBINED AGGREGATES.
4.2 CEMENT: ASTM C150. CEMENT SHALL BE OF SAME BRAND, TYPE AND SOURCE THROUGHOUT PROJECT. WHERE AGGREGATES ARE POTENTIALLY
REACTIVE, USE LOW ALKALI CEMENT.
4.3 AGGREGATES SHALL CONFORM TO ASTM C33.
4.4 NO ADMIXTURES WITHOUT APPROVAL. ADMIXTURES CONTAINING CHLORIDES SHALL NOT BE USED. CONCRETE SHALL NOT BE IN CONTACT WITH
ALUMINUM.
4.5 CONCRETE MIX DESIGN:
4.5.1 PROVIDE MIX DESIGNS THAT WILL MEET THE MINIMUM REQUIREMENTS LISTED BELOW. INCREASE CEMENT CONTENT OVER THAT SHOWN, IF
REQUIRED TO OBTAIN THE COMPRESSIVE STRENGTH:
4.6.4 SURFACE PREPARATION: EXPOSED EXISTING CONCRETE SHALL BE SANDBLASTED CLEAN. SURFACES SHALL BE FOLLOWED BY WETTING AND
DAMP DRYING JUST PRIOR TO SHOTCRETE APPLICATION.
4.6.5 ANY REBOUND OR ACCUMULATED LOOSE AGGREGATE SHALL BE REMOVED FROM THE SURFACES TO BE COVERED PRIOR TO PLACING THE
INITIAL OR ANY SUCCEEDING LAYERS OF SHOTCRETE. REBOUND SHALL NOT BE REUSED AS AGGREGATE.
4.6.5 ANY REBOUND OR ACCUMULATED LOOSE AGGREGATE SHALL BE REMOVED FROM THE SURFACES TO BE COVERED PRIOR TO PLACING THE
INITIAL OR ANY SUCCEEDING LAYERS OF SHOTCRETE. REBOUND SHALL NOT BE REUSED AS AGGREGATE.
4.6.7 ANY IN-PLACE SHOTCRETE MATERIAL WHICH EXHIBITS SAGS OR SLOUGHS, SEGREGATION, HONEYCOMBING, SAND POCKETS OR OTHER
OBVIOUS DEFECTS SHALL BE REMOVED AND REPLACED.
4.6.8 TESTING AND INSPECTION OF IN-PLACE SHOTCRETE SHALL BE IN ACCORDANCE WITH 2003 IBC.
4.7 CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCHING AND SHALL NOT EXCEED A TEMPERATURE OF ) UNLESS PRE-APPROVED BY THE
SKATE PARK DESIGNER.
4.8 CONCRETE CYLINDERS SHALL BE TAKEN AND TESTED PER THE CODE BY AN INDEPENDENT TESTING LABORATORY FOR STRUCTURAL POURS OVER 50
CUBIC YARDS OF CONCRETE. HISTORICAL DATA SHALL BE SUBMITTED AND APPROVED PRIOR TO THE POUR IF NO TEST SAMPLES ARE TAKEN FOR POURS
LESS THAN 50 CUBIC YARDS.
4.9 DURING THE CURING PERIOD, CONCRETE SHALL BE MAINTAINED AT A TEMPERATURE ABOVE ) AND IN MOIST CONDITION. FOR INITIAL CURING,
CONCRETE SHALL BE KEPT CONTINUOUSLY MOIST FOR 24 HOURS AFTER PLACEMENT IS COMPLETE. FINAL CURING SHALL CONTINUE FOR SEVEN DAYS
AFTER PLACEMENT AND SHALL CONSIST OF APPLICATION OF CURING COMPOUND PER ASTM C309. APPLY AT A RATE SUFFICIENT TO RETAIN MOISTURE,
BUT NOT LESS THAN 1 GALLON PER 200 SQUARE FEET. COVER CONCRETE WITH POLYETHYLENE PLASTIC TO MAINTAIN TEMPERATURE IF NECESSARY. LAP
SEAMS IN THE PLASTIC 6" AND TAPE, WEIGHT DOWN THE PLASTIC AS NEEDED.
4.10 THE CONTRACTOR SHALL FIX ALL CRACKS AND DISPLACEMENTS LARGER THAN 1/16".
4.6 SHOTCRETE MIX DESIGN:
4.6.1 ACI STANDARD 506, LATEST EDITION, "SPECIFICATION FOR MATERIALS, PROPORTIONING AND APPLICATION OF SHOTCRETE" AND ACI 506.2,
LATEST EDITION, "RECOMMENDED PRACTICES FOR SHOTCRETE" SHALL BE FOLLOWED.
4.6.2 MIX DESIGNS FOR SHOTCRETE CONTAINING FLY ASH SHALL BE BY AN INDEPENDENT TESTING LABORATORY. ONLY ASTM C618 CLASS F
FLY ASH SHALL BE USED. THE AMOUNT OF FLY ASH USED SHALL NOT EXCEED 20 PERCENT BY WEIGHT OF THE COMBINED WEIGHT OF FLY ASH PLUS
CEMENT.
4.6.3 PROVIDE MIX DESIGNS THAT WILL MEET THE MINIMUM REQUIREMENTS LISTED BELOW. INCREASE CEMENT CONTENT OVER THAT SHOWN,
IF REQUIRED TO OBTAIN THE COMPRESSIVE STRENGTH:
6. STRUCTURAL STEEL
6.1 ASTM A-36 FOR CHANNEL (C), MISCELLANEOUS CHANNEL (MC), ANGLES, AND PLATES.
6.2 ASTM A-53 GRADE B OR A-501 FOR STEEL PIPES
6.3 ASTM A-500 GRADE B, FY=46 KSI FOR TUBE STEEL (TS) / HOLLOW STRUCTURAL SECTION (HSS) TUBE STEEL FOR SIZES UP TO 5/8" THICK.
6.4 ASTM A-307 OR A-36 PLAIN ANCHOR BOLTS
7. WELDING
7.1 ALL CONSTRUCTION AND TESTING PER AMERICAN WELDING SOCIETY CODES AND RECOMMENDATIONS. ALL WELDING SHALL BE BY WELDERS HOLDING
CURRENT CERTIFICATES VALIDATED BY AN INDEPENDENT LAB & HAVING CURRENT EXPERIENCE IN TYPE OF WELD CALLED FOR. THE CONTRACTOR SHALL
SUBMIT WELDING CERTIFICATES FOR EACH WELDER PRIOR TO COMMENCING THE WORK.
7.2 WELDING RODS TO BE LOW HYDROGEN TYPE, E70 SERIES, PER AWS D1.1 TYPICALLY EXCEPT E-6010 SERIES FOR STEEL SHEET METAL PER AWS D1.3 AND
REINFORCING WELDMENTS PER AWS D1.4. USE E80 SERIES WELDING RODS FOR A706 REBAR.
7.3 FIELD INDICATED WELDS MAY BE DONE IN SHOP & SHOP INDICATED WELDS MAY BE DONE IN FIELD ONLY IF SUBMITTED AND APPROVED PRIOR TO
CONSTRUCTION.
8. ANCHORS
8.1 REINFORCING OR THREADED RODS DRILLED AND EPOXIED INTO EXISTING CONCRETE AS DETAILED ON THE DRAWINGS SHALL BE ONE OF THE FOLLOWING
OR APPROVED EQUIVALENT:
8.1.1 SIMPSON "SET-XP" ICC REPORT ESR-2508
8.1.2 HILTI "RE-500 SD" ICC REPORT ESR-2322
8.1.3 POWERS "PE1000+" ICC REPORT ESR-2583
8.2 INSTALLATION OF EPOXIED DOWELS SHALL FOLLOW THE STRICT RECOMMENDATIONS OF THE MANUFACTURER AND THE APPLICABLE ICC REPORT AND HAVE
A MINIMUM 9 DIAMETERS EMBEDMENT
8.3 INSTALLATION SHALL FOLLOW THE STRICT RECOMMENDATIONS OF THE MANUFACTURER AND THE APPLICABLE ICC ER REPORT. CONTRACTOR SHALL HAVE
APPROPRIATE ICC ER REPORT ON-SITE DURING ALL INSTALLATIONS.
8.4 ANY ENGINEERING DESIGN PROVIDED BY CONTRACTOR OR OTHERS AND SUBMITTED FOR REVIEW SHALL BE BY AN INSURED REGISTERED STRUCTURAL
ENGINEER WITH CONTINUOUS FIVE YEARS OF EXPERIENCE IN THE TYPE OF DESIGN SUBMITTED.
11. SUPPLEMENTARY NOTES
11.1 THESE CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.
THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND OTHER PERSONS DURING CONSTRUCTION.
SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, MEANS AND METHODS, BRACING, SHORING, FORMS, SCAFFOLDING, GUYING OR OTHER MEANS TO
AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION.
10.1 PROVIDE SPECIAL STRUCTURAL INSPECTION AS REQUIRED BY BUILDING CODES FOR THE FOLLOWING ITEMS:
10.1.1 CONCRETE: DURING THE TAKING OF TEST SPECIMENS & PLACING OF REINFORCED CONCRETE WHERE F'C > 2,500 PSI, EXCEPT SLABS ON GRADE.
10.1.2 BOLTS INSTALLED IN CONCRETE: DURING INSTALLATION OF EMBEDDED BOLTS IN CONCRETE AND DURING INSTALLATION OF EXPANSION BOLTS &
EPOXY BOLTS / REBAR INTO EXISTING CONCRETE.
10.1.3 REINFORCING STEEL: DURING PLACING OF REINFORCING STEEL, FOR ALL CONCRETE REQUIRED TO HAVE SPECIAL INSPECTION BY THE CONCRETE
SECTION ABOVE AND PLACING REINFORCING STEEL IN EPOXIED HOLES PER ABOVE.
10.1.4 SHOTCRETE: DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL SHOTCRETE.
10.2 SCHEDULING OF SPECIAL STRUCTURAL INSPECTIONS:
10.2.1 THE CONTRACTOR SHALL ALLOW A MINIMUM OF 24 HOURS NOTIFICATION FOR THE SCHEDULING OF SPECIAL STRUCTURAL INSPECTIONS.
5. REHABILITATION OF CAST IN PLACE CONCRETE (Cast in Place or Shotcrete)
5.1 DO NOT APPLY FRP REINFORCEMENT MATERIALS IF RAINING, SNOWING, OR DEW CONDENSATION IS EXPECTED OR EXISTING CONCRETE SURFACE IS WET OR
,)7+($0%,(1725685)$&(7(03(5$785(6$5(%(/2:)
5.2 THE AMBIENT TEMPERATURE AND TEMPERATURE OF THE EPOXY COMPONENTS SHALL BE BETWEEN F AND F AT THE TIME OF MIXING. SEE
APPROPRIATE TECHNICAL DATA SHEETS FOR MORE SPECIFIC INSTRUCTIONS.
5.3 PRECAUTIONS SHOULD BE TAKEN TO AVOID DAMAGE TO ANY SURFACE NEAR THE WORK ZONE DUE TO MIXING AND HANDLING OF THE SPECIFIED MATERIAL.
5.4 THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FUME CONTROL AND SHALL TAKE NECESSARY PRECAUTIONS AGAINST INJURY TO INSTALLER PERSONNEL
OR ADJACENT BUILDING OCCUPANTS DURING APPLICATION OF PRIMER AND RESIN, ETC. CONTRACTOR PERSONNEL SHALL USE PROTECTIVE EQUIPMENT AND
AREA SHALL BE WELL VENTED TO THE OUTSIDE. AS A MINIMUM, INSTALLER MUST TAKE THE FOLLOWING PRECAUTIONS:
1. CONTRACTOR TO LOCATE AND PROTECT BUILDING AIR INTAKE DURING APPLICATION.
2. CONTRACTOR TO FOLLOW ALL STATE, FEDERAL, AND LOCAL SAFETY REGULATIONS.
3. CONTRACTOR TO FOLLOW ALL MANUFACTURERS' SAFETY REQUIREMENTS AS INDICATED ON APPROPRIATE MSDS SHEETS.
5.5 INSPECT SURFACES TO RECEIVE THE WORK AND REPORT IMMEDIATELY IN WRITING TO THE ENGINEER AS REQUIRED IN THE GENERAL CONDITIONS ANY
DEFICIENCIES IN THE SURFACE THAT RENDER IT UNSUITABLE FOR PROPER EXECUTION OF THIS WORK.
5.6 PROTECT VEHICLES, CONCRETE, AND OTHER ITEMS SURROUNDING WORK AREA FROM DUST OR DAMAGE DUE TO WORK OF THIS SECTION.
5.7 SUBSTRATE MUST BE CLEAN, SOUND AND FREE OF SURFACE MOISTURE. REMOVE DUST, LAITANCE, GREASE, OILS, CURING COMPOUNDS, WAXES,
IMPREGNATIONS, FOREIGN PARTICLES, COATINGS AND DISINTEGRATED MATERIALS BY MECHANICAL MEANS (I.E. SHOT BLASTING, SANDBLASTING, ETC.). FOR
BEST RESULTS, SUBSTRATE SHOULD BE DRY. SURFACES PREPARED BY LOW PRESSURE WATER CLEANING OR HIGH PRESSURE WATER JETTING METHODS
SHOULD BE ALLOWED TO DRY FOR 24HRS. MINIMUM [AT )@ SURFACE MUST BE CLEAN, DRY AND SOUND. REMOVE DUST FROM CRACKS BY BRUSHING OR BY
BLOWING CLEAN WITH OIL FREE COMPRESSED AIR OR A VACUUM/ SHOP VACUUM.
5.8 TO GRAVITY FEED CRACKS:
5.8.1 APPLY TO HORIZONTAL SURFACES BY FLAT SQUEEGEE OR BROOM. SPREAD MATERIAL OVER AREA AND ALLOW TO POND OVER CRACKS. LET
MATERIAL PENETRATE INTO CRACKS AND SUBSTRATE. REMOVE EXCESS EPOXY WITH ROLLER LEAVING NO VISIBLE SURFACE FILM. FOR CRACKS GREATER
THAN 1/8 IN. WIDE, FILL CRACK WITH OVEN-DRIED SAND BEFORE APPLYING PRODUCT. SEAL CRACKS FROM UNDERSIDE, WHEN ACCESSIBLE, TO PREVENT
LEAKAGE. A SECOND TREATMENT MAY BE REQUIRED ON VERY POROUS SUBSTRATES. APPLY SECOND TREATMENT BEFORE BROADCASTING. AFTER
75($70(17:$,7$7/($670,187(6$7)&29(5:,7+%52$'&$672)$129(1'5,(' 20/40 SILICA SAND OR SIMILAR SAND. DISTRIBUTE EVENLY
29(57+(685)$&(72(;&(66$7$5$7(2)/%664)7$//2:72&85(+28560,1,080$7)5(029($1</226(6$1'$1'
OPEN TO TRAFFIC ONCE EPOXY HAS CURED.
5.9 TO INJECT CRACKS:
5.9.1 SET APPROPRIATE INJECTION PORTS. SEAL PORTS AND SURFACE OF CRACK WITH SIKADUR ANCHOR FIX-3, SIKADUR 31, HI-MOD GEL OR SIKADUR 33
OR EQUIVALENT. WHEN THE EPOXY ADHESIVE SEAL HAS CURED, INJECT SIKADUR CRACK FIX OR EQUIVALENT WITH SLOW STEADY PRESSURE CONSULT
TECHNICAL SERVICE FOR ADDITIONAL INFORMATION.
0,1,08068%675$7($1'$0%,(177(03(5$785()0$;,08068%675$7(7(03(5$785(,6 )
5.10.1 MINIMUM AGE OF CONCRETE MUST BE 21-28 DAYS, DEPENDING ON CURING AND DRYING CONDITIONS.
5.10.2 DO NOT APPLY OVER WET, GLISTENING SURFACE.
5.10.3 NOT FOR INJECTION OF CRACKS SUBJECTED TO OSMOTIC OR HYDROSTATIC PRESSURE DURING APPLICATION.
5.10.4 DO NOT INJECT CRACKS GREATER THAN 1
4 IN. CONSULT TECHNICAL SERVICE AT 1-800-933-SIKA.
5.11 CURING:
1. PROTECT CONCRETE SURFACES AGAINST RAPID DRYING. KEEP SEALED WITH CURE AGENT FOR NECESSARY AMOUNT OF TIME TO REACH CONCRETE
STRENGTH AND INHIBIT MOISTURE LOSS AFTER PLACING PER MANUFACTURER'S RECOMMENDATION.
2. APPLY TO EXPOSED SURFACE OF CONCRETE AS SOON AS MANUFACTURER RECOMMENDS WITH AN AIRLESS SPRAYER.
3. APPLY TO SIDES OF CONCRETE PAVING UPON REMOVAL OF FORM BOARDS.
4. MEET REQUIREMENTS OF MANUFACTURER'S CURRENT PRINTED APPLICATION INSTRUCTIONS.
5. UNIFORMLY APPLY 2 COATS AND APPLY THE SECOND COAT AT A RIGHT ANGLE TO THE FIRST COAT.
6. APPLY COMPOUND TO FORM A CONTINUOUS, UNIFORM, COHERENT FILM THAT WILL NOT CHECK, CRACK, OR PEEL.
7. DO NOT APPLY TO CONCRETE THAT IS STILL BLEEDING, OR HAS A VISIBLE WATER SHEEN ON THE SURFACE.
8. PROTECT PAVING SURFACES FROM FOOT TRAFFIC WITH SCUFF-PROOF PAPER.
9. IMMEDIATELY RE-COAT DAMAGED AREAS OF CURING COMPOUND.
10. PROTECT SURFACE FROM WATER, ADJACENT SHOTCRETE WORK AND DEBRIS.
5.12 CONTRACTOR TO REMOVE ALL CURE AGENT FROM CONCRETE SURFACE WITH POWER WASHING EQUIPMENT AND SOFT BRUSH NOT CAUSING ABRASION TO
FINISH WORK SURFACE PRIOR TO FINAL INSPECTION. NO CURE AGENT SHALL BE PRESENT ON ANY SURFACES FOR FINAL INSPECTION ACCEPTANCE. REMOVE
DEBRIS AND TRASH RESULTING FROM SPECIFIED WORK.
CONCRETE
TYPE
4000
4"
II
BY ISSUE
DATE No.:
SHEET NUMBER
273 North Benson Avenue
Upland, California 91786
Phone: 1.800.CA.SKATE
Fax: 909.949.1601
www.californiaskateparks.com
of 16
LIONSHEAD PARKING GARAKE SKATE PARK
350 SOUTH FRONTAGE ROAD WEST, VAIL, COLORADO0
VAIL LIONSHEAD FIL 1 BLOCK 2 LOT 1
&$/,)251,$
6.$7(3$5.6
PERMIT SET
7/17/2015 CSP SHEET TITLE
3.1 PER GROUND ENGINEERING CONSULTANTS, INC. GEOTECHNICAL REPORT NO. 15-6000 DATED FEBRUARY 25, 2015. ADDITIONAL RECOMMENDATIONS TO
BE COORDINATED WITH THE GEOTECHNICAL ENGINEER.
3.2 THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR ANY GEOTECHNICAL ASPECTS OF THIS PROJECT. THE OWNER/CITY SHALL EMPLOY A
REGISTERED GEOTECHNICAL ENGINEER TO PERFORM NECESSARY TESTING AND QUALITY CONTROL INSPECTIONS TO ENSURE THAT THE REQUIREMENTS
OF THE SOILS REPORT ARE COMPLIED WITH. ALL EARTHWORK SHALL BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER.
GENERAL
SP-0.1
LIONSHEAD SKATE PARK
Lionshead Parking Structure | Lower Level, Middle Section
Town of Vail, Eagle County, Colorado
100% Permit Set
July 17, 2015
4.11 ALL CONCRETE WHICH DURING THE LIFE OF THE STRUCTURE WILL BE SUBJECTED TO FREEZING TEMPERATURES WHILE WET, SHALL HAVE A WATER
CEMENT RATIO NOT EXCEEDING 0.53 BY WEIGHT AND SHALL CONTAIN ENTRAINED AIR AS PER ACI 301. SUCH CONCRETE SHALL INCLUDE EXTERIOR SLABS,
PERIMETER FOUNDATIONS, EXTERIOR CURBS AND GUTTERS, ETC.
4.12 EXPOSED CONCRETE SLABS ON GRADE AND SLABS ON METAL DECK THAT ARE TO REMAIN EXPOSED, GROUND, POLISHED, OR SEALED SHALL CONSIDER
PROPER MIX DESIGN AND CURING TO AVOID CRACKING. LIMIT SHRINKAGE TO 0.04% (400 MICRO STRAIN) OR LESS. CONSIDER SLOW MOIST CURE, LOW WATER
CEMENT RATIO, WATER REDUCING OR SHRINKAGE REDUCING ADMIXTURES, CRACKS THAT APPEAR IN EXPOSED CONCRETE TO BE REPLACED WITH EQUIVALENT
AGGREGATE APPEARANCE.
4.13 CONDUITS, PIPES, AND SLEEVES EMBEDDED IN CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF IBC SECTION 1906
4.14 USE INTERMEDIATE GRADE ASTM A615, GRADE 60 FOR ALL REINFORCING. USE ASTM A706, GRADE 60 FOR ALL REINFORCING THAT IS TO BE WELDED. USE
A108, GRADE 60, FOR ALL WELDED ANCHORS REFER TO AWS SPEC FOR WELDING WITHOUT PREHEAT. WELDING OF REINFORCING BARS TO BE IN ACCORDANCE
WITH ALL BUILDING CODES.
4.15 ALL WELDED WIRE FABRIC REINFORCING SHALL BE ASTM A185 GRADE 65. LAP OF AT LEAST TWO CROSS WIRES.
4.16 OBSERVE FOLLOWING REINFORCEMENT CLEARANCES:
3" AT SURFACES POURED AGAINST EARTH
2" AT FORMED SURFACES EXPOSED TO EARTH OR WEATHER 1-1/2" AT OTHER SURFACES, EXCEPT WHERE SHOWN OTHERWISE.
4.17 SECURE REINFORCING REBAR, ANCHOR BOLTS, INSERTS, ETC. RIGIDLY IN PLACE PRIOR TO POURING CONCRETE OR GROUT.
4.18 SUPPORT HORIZONTAL REINFORCING ON GALVANIZED CHAIRS OR OTHER APPROVED METHOD (MORTAR BLOCKS ARE ACCEPTABLE/ APPROVED METHOD)
OF SUPPORT FOR FOOTINGS AND SLABS ON GRADE.
4.19 REMOVE FORMS AT FOLLOWING MINIMUM TIMES AFTER POURING: AT SLAB EDGES - 24 HOURS; AT WALLS LESS THAN 4'-0' HIGH - 36 HOURS.
4.20 MAKE HOOKS ACI 318-99 STANDARD HOOKS UNLESS OTHERWISE NOTED. PROVIDE 135 DEGREE MINIMUM TURN, PLUS 4" EXTENSION AT FREE ENDS OF
COLUMN PILASTER TIES.
4.21 MAKE LAPS CONTACT SPLICES, DEVELOPMENT LENGTHS, HOOK EMBEDMENT PER ACI 318-99, UNLESS OTHERWISE NOTED. STAGGER LAP SPLICES WHERE
POSSIBLE.
4.22 ALL REBAR SHALL BE COLD BENT.
4.23 WHERE REINFORCING IS SHOWN CONTINUOUS THRU CONSTRUCTION JOINTS, LENTON FORM SAVERS DOWEL BAR SPLICE DEVICES AS MANUFACTURED BY
ERICO PRODUCTS, INC. (ICC - ER #3967) OR EQUIVALENT MAY BE USED. SIZES AND TYPES SHALL BE SELECTED TO DEVELOP THE FULL TENSION STRENGTH OF
THE BAR PER ICC-ER RESEARCH REPORT.
4.24 MINIMUM CLEARANCE BETWEEN PARALLEL REINFORCEMENT BARS SHALL BE 2-1/2". LAP SPLICES IN REINFORCING BARS SHALL BE BY THE NON-CONTACT
LAP SPLICE METHOD WITH AT LEAST 2" CLEARANCE BETWEEN BARS.
4.25 AGGREGATE BASE COURSE TO BE 4" OF COMPACTED 1" CLEAN FREE DRAINAGE CRUSHED ROCK OR CLASS II AGGREGATE BASE AND SUBGRADE TO BE 95%
COMPACTED NATIVE SOIL AND/OR ENGINEERED FILL. IF THESE GUIDELINES CONFLICT WITH THE GEO-TECHNICAL REPORT, THE CONTRACTOR TO FOLLOW THE
MORE STRINGENT OF THE TWO GUIDELINES.
SP-0.1 Skate Park - General Construction Notes
SP-0.2 Skate Park - Constructions Staging Plan
SP-0.3 Skate Park - Feature Plan
SP-1.1 Skate Park - Metal Material Plan
SP-1.2 Skate Park - Concrete Material Plan
SP-1.3 Skate Park - Jointing Plan
SP-1.4 Skate Park - Grading Plan
SP-1.5 Skate Park - Layout Points Plan
SP-1.6 Skate Park - Layout Lines & Curves Plan
SP-2.0 Skate Park - Sections / Profiles
SP-2.1 Skate Park - Sections / Profiles
SP-2.2 Skate Park - South End Fence Profile (Air Space)
SP-3.0 Skate Park - Construction Details
SP-3.1 Skate Park - Construction Details
SP-3.2 Skate Park - Construction Details
SP-3.3 Skate Park - Construction Details
9. GEOFOAM
9.1 ASTM D6817 - STANDARD SPECIFICATION FOR RIGID, CELLULAR POLYSTYRENE GEOFOAM.
9.2 SUBMIT EPS GEOFOAM MANUFACTURER'S PRODUCT LITERATURE AND TECHDATA, INCLUDING:
9.2.1 PHYSICAL PROPERTIES IN COMPLIANCE WITH ASTM D6817 TYPE SPECIFIED.
9.2.2 THERMAL PERFORMANCE, PHYSICAL PERFORMANCE, & TERMITE RESISTANCE WARRANTY
9.3 QUALITY ASSURANCE: SUBMIT THE FOLLOWING:
9.3.1 TEST COMPLIANCE: SUMMARY OF TEST COMPLIANCE WITH SPECIFIED PERFORMANCE CHARACTERISTICS AND PHYSICAL PROPERTIES.
9.3.2 CERTIFICATES: MANUFACTURER SHALL SUPPLY A PRODUCT CERTIFICATE SHOWING EVIDENCE OF THIRD PARTY QUALITY CONTROL.
9.4 DELIVER EPS GEOFOAM LABELED WITH MATERIAL TYPE.
9.4.1 DELIVER EPS GEOFOAM LABELED WITH MATERIAL TYPE.
9.4.2 STORE ABOVE GROUND, AND PROTECTED FROM MOISTURE AND SUNLIGHT PRIOR TO INSTALLATION.
9.4.3 PRODUCT SHOULD NOT BE EXPOSED TO OPEN FLAME OR OTHER IGNITION SOURCES.
9.5 SUPPLIER LIST:
ACH FOAM TECHNOLOGIES, LLC, 5250 NORTH SHERMAN ST., DENVER, CO 80216
ACH FOAM TECHNOLOGIES, LLC, 111 W. FIRECLAY AVE., MURRAY, UT 84107
ACH FOAM TECHNOLOGIES, LLC, 775 WALTHAM WAY, SUITE 105, MCCARRAN, NV 89434
HENRY PRODUCTS, INC., 302 S. 23RD AVENUE, PHOENIX, AZ 85009
POLIESTIRENO ALFA-GAMMA S.A. DE C.V., MAQUILADORAS #331 INTERIOR A Y B, TIJUANA, BC, MEXICO, 22500
THERMA FOAM, LLC, 1240 HWY 77 NORTH, HILLSBORO, TX 76645
9.6 EPS FOAM:
9.6.1 FOAM-CONTROL EPS GEOFOAM IN COMPLIANCE WITH ASTM D6817.
9.6.2 SELECT ONE OR MORE OF THE FOAM-CONTROL EPS GEOFOAM TYPES FROM THE LISTINGS AS FOLLOWS, AS REQUIRED BY THE PROJECT:
FOAM-CONTROL EPS GEOFOAM: ASTM D6817 TYPE EPS15 FOR HEIGHTS UP TO 5'-0" & TYPE EPS19 FOR HEIGHTS TALLER THAN 5'-0".
9.6.3 ALL FOAM-CONTROL EPS GEOFOAM BLOCKS SHALL BE TREATED BY THE MANUFACTURER WITH A TESTED AND PROVEN TERMITE TREATMENT FOR
BELOW GRADE APPLICATIONS, 3 YEAR MINIMUM FIELD EXPOSURE. THE TREATMENT SHALL BE EPA REGISTERED, MEET REQUIREMENTS OF ICC ES AC239,
AND BE RECOGNIZED IN AN ICC ES REPORT.
9.7 GEOGRIPPER PLATES:
9.7.1 *(2*5,33(53/$7(625$33529('(48$/6+$//%(86('725(675$,1(36*(2)2$0)520029,1*/$7(5$//<,1/$<(529(5/$<(5
APPLICATIONS. THE GEOGRIPPER PLATE SHALL BE MANUFACTURED BY AFM CORPORATION. THE PLATE SHALL BE MADE OF GALVANIZED OR STAINLESS
STEEL WITH TWO-SIDED MULTI-BARBED DESIGN CAPABLE OF PIERCING GEOFOAM. EACH PLATE SHALL BE CAPABLE OF A LATERAL HOLDING STRENGTH
OF 60 LBS. COORDINATE WITH THE STRUCTURAL ENGINEER TO DETERME THE SUITABILITY AND NUMBER OF GEOGRIPPER PLATES. TWO PLATES FOR
EACH 4' X 8' SECTION OF EPS BLOCK IS A MINIMUM RECOMMENDATION TO MINIMIZE BLOCK TO BLOCK MOVEMENT DURING INSTALLATION.
9.8 EXECUTION & PROTECTION:
9.8.1 COMPLIANCE: COMPLY WITH MANUFACTURER'S EPS GEOFOAM PRODUCT DATA; INCLUDING TECHNICAL BULLETINS.
9.8.2 SITE VERIFICATION OF CONDITIONS: VERIFY CONDITIONS OF SUBSTRATE, GRADE AND OTHER CONDITIONS WHICH AFFECT INSTALLATION OF
GEOFOAM.
9.8.3 PROTECTION: PROTECT INSTALLED PRODUCT AND FINISH SURFACES FROM DAMAGE DURING CONSTRUCTION AS REQUIRED.
skate park sheet index
SLUMP
CONTENT
600
(POUNDS) (INCHES)
MIN. CEMENT
AGGREGATE
SIZE (INCHES)
MAX.
3/8"
STRENGTH (PSI)
MIN. 28-DAY
COMPRESSIVE
MAX. AIR
(PERCENT)
ENTRAINING
5 - 6 %
MAX.
CONCRETE
TYPE
4000
2"
II
CONSTRUCTION NOTES
1
07/29/15