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Gallows Hill Park - Skate Park Construction Plans - August 7, 2019Kyle Zick Landscape Architecture, Inc.36 Bromfield Street Suite 202 617 451-1018 TelBoston, MA 02108AUGUST 7, 2019RBKZSALEM, MASSACHUSETTSGALLOWS HILLPARKGALLOWS HILL PARK IMPROVEMENTSCITY OF SALEM, MAL-0AS SHOWNGALLOWS HILL PARK RENOVATION - SKATE PARKSALEM, MASSACHUSETTSD R A W I N G L I S TLANDSCAPE :COVER SHEETSD-1SITE PREPARATION PLANL-1LANDSCAPE PLANKyle Zick Landscape Architecture, Inc.36 Bromfield Street, Suite 202Boston, MA 02108617-451-1018 Telwww. kylezick.comAUGUST 1, 2019LOCUS MAPPROJECT SITEPREPARED BY:CONSTRUCTION DOCUMENTSCOVERL-0MANSELL PARKWAYWITCH HILL R O A DSLB Group, LLC14 Thompson CourtStoughton, MA 02072781-686-2489 TelAction Sports Design, LLC1801 E 51st Street, Suite 365-500Austin, TX 78723512-221-8036 TelJoseph Sarkisian & Associates, Inc.6 Hosmer StreetWatertown, MA 02472508-790-4525 TelNOTESL-0AGALLOWS HILL PARKMeridian Associates500 Cummings CenterBeverly, MA 01915978-229-0447 TelEXEXISTING CONDITION PLANSKATEPARK :SP-0.1SKATE PARK-NOTESC-0.1SITE-GENERAL & GRADING NOTESSP-1.1SKATE PARK-FEATURE PLANSP-1.2SKATE PARK-CONCRETE FOUNDATION PLANSP-1.3SKATE PARK-CONCRETE MATERIAL PLANSP-1.4SKATE PARK-METAL MATERIAL PLANSP-1.5SKATE PARK-JOINTING PLANSP-1.7SP-1.8SP-2.1SP-2.2SKATE PARK-LAYOUT PLANSP-3.1SKATE PARK-GRADING & DRAINAGE PLANSP-4.1SP-4.2SP-4.3SKATE PARK-SECTIONS/PROFILESSP-5.1SKATE PARK-CONSTRUCTION DETAILSSP-5.2SKATE PARK-CONSTRUCTION DETAILSSP-5.3SKATE PARK-CONSTRUCTION DETAILSSP-5.4SKATE PARK-CONSTRUCTION DETAILSSP-5.5SKATE PARK-CONSTRUCTION DETAILSSP-5.6SKATE PARK-CONSTRUCTION DETAILSSKATE PARK-SECTIONS/PROFILESSKATE PARK-SECTIONS/PROFILESSKATE PARK-LAYOUT PLANSKATE PARK-METAL COLOR PLANSKATE PARK-CONCRETE COLOR PLANSITE Kyle Zick Landscape Architecture, Inc.36 Bromfield Street Suite 202 617 451-1018 TelBoston, MA 02108AUGUST 7, 2019RBKZSALEM, MASSACHUSETTSGALLOWS HILLPARKGALLOWS HILL PARK IMPROVEMENTSCITY OF SALEM, MAL-0AAS SHOWNNOTES Kyle Zick Landscape Architecture, Inc.36 Bromfield Street Suite 202 617 451-1018 TelBoston, MA 02108AUGUST 7, 2019RBKZSALEM, MASSACHUSETTSGALLOWS HILLPARKGALLOWS HILL PARK IMPROVEMENTSCITY OF SALEM, MAEXISTING CONDITIONS PLANEX1"=40'-0"0402080 FT.· Kyle Zick Landscape Architecture, Inc.36 Bromfield Street Suite 202 617 451-1018 TelBoston, MA 02108AUGUST 7, 2019RBKZSALEM, MASSACHUSETTSGALLOWS HILLPARKGALLOWS HILL PARK IMPROVEMENTSCITY OF SALEM, MASITE PREPARATION PLANSD-11"=30'-0"0301560 FT.SKATE PARKIMPROVEMENTS Kyle Zick Landscape Architecture, Inc.36 Bromfield Street Suite 202 617 451-1018 TelBoston, MA 02108AUGUST 7, 2019RBKZSALEM, MASSACHUSETTSGALLOWS HILLPARKGALLOWS HILL PARK IMPROVEMENTSCITY OF SALEM, MALANDSCAPE PLANL-11"=10'-0"SKATE PARKIMPROVEMENTS0301560 FT. COVER SHEET RYAN BRENNAN MEMORIAL SKATEPARK SUBMITTALSGENERAL CONSTRUCTION NOTES 1)ALL CONSTRUCTION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 2)ALL CONSTRUCTION TESTING SHALL BE AT THE DISCRETION OF THE CITY OF EAGAN, MN AS TO THE TYPE AND NUMBER. REFER TO SKATE PARK TECHNICAL SPECIFICATIONS. 3)ALL EQUIPMENT SHALL HAVE RESIDENTIAL MUFFLER SILENCERS PER OSHA REQUIREMENTS AND MUTCD. 4)ANY DETOURING OF TRAFFIC ONTO CITY STREETS SHALL MEET THE TRAFFIC CONTROL REQUIREMENTS OF THE CITY OF EAGAN, MN. 5)CONTRACTOR SHALL CALL DIGGERS HOTLINE AT (800) 242-8511 AND OWNER AT LEAST ONE (1) WEEK PRIOR TO START OF CONSTRUCTION FOR LOCATING UNDERGROUND UTILITIES. 6)THE LOCATION OF UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON THE BEST INFORMATION, HOWEVER, THE CITY OF EAGAN, MN, ENGINEER AND LANDSCAPE ARCHITECT ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN, OR FOR THE INADVERTENT OMISSION OF ANY SUCH INFORMATION. THE CONTRACTOR SHALL COOPERATE WITH ALL UTILITY COMPANIES AND OTHER CONTRACTORS WORKING WITHIN THE LIMITS OF THIS PROJECT. 7)DETOURING OF PEDESTRIANS SHALL BE ACCOMPLISHED WITH ADEQUATE SIGNS AT A SAFE LOCATION. SHEET NO.SHEET TITLE DATE NUMBER DATE BY DRAWING INDEX LOCATION MAP SP - 0.0 SKATE PARK-COVER SHEET PROJECT LOCATION SP - 0.1 SKATE PARK-NOTES DESIGN DEVELPOMENT DOCUMENTS FOR: SALEM, MA JUNE 2019 PROJECT ADDRESS RYAN BRENNAN MEMORIAL SKATEPARK MANSELL PKWY SALEM, MA 01970 PROJECT DIRECTORY OWNER'S NAME & ADDRESS CITY OF SALEM PARKS & RECREATION DEPARTMENT 120 WASHINGTON STREET SALEM, MA 01970 PROJECT REPRESENTATIVE: JENNA IDE, DIRECTOR OF CAPITAL PROJECTS AND MUNICIPAL OPERATIONS DESIGN CONSULTANT LANDSCAPE ARCHITECT / SKATE PARK DESIGNER ASD 30%04-2018 C - 0.1 SITE-GENERAL AND GRADING NOTES Kyle Zick Landscape Architecture, Inc. 36 Bromfield Street Suite 202 617 451-1018 Tel Boston, MA 02108 AUGUST 2019 ASD MM SALEM, MASSACHUSETTS GALLOWS HILL PARK GALLOWS HILL PARK IMPROVEMENTS CITY OF SALEM, MA AS NOTED A C T I O N S p o r t s D e s i g n , L L C . 1801 E 51st St, Suite 365-500 Austin, TX 92010 Toll Free: 1(833)ASD-PARK www.ActionSportsDesign.com SP - 1.1 SKATE PARK-MATERIALS PLAN-CONCRETE SP - 1.2 SP - 1.3 SKATE PARK-MATERIALS PLAN-METAL SP - 1.6 SP - 1.7 SKATE PARK-CONCRETE COLOR PLAN SP - 4.2 SKATE PARK-SECTIONS/ PROFILES SP - 5.1 SKATE PARK-CONSTRUCTION DETAILS SP - 5.2 SKATE PARK-CONSTRUCTION DETAILS SP - 5.3 SKATE PARK-CONSTRUCTION DETAILS SP - 5.4 SKATE PARK-CONSTRUCTION DETAILS SP - 1.4 SKATE PARK-FEATURE PLAN SP - 5.5 SKATE PARK-CONSTRUCTION DETAILS SKATE PARK-FOUNDATION PLAN SKATE PARK-ARTISTIC RENDERING SKATE PARK-JOINTING PLANSP - 1.5 100% CD 06-2019 SP-0.0 SP - 1.8 SKATE PARK-METAL COLOR PLAN SP - 2.1 SKATE PARK-LAYOUT PLAN SP - 2.2 SKATE PARK-LAYOUT PLAN SP - 3.1 SKATE PARK-GRADING/DRAINAGE SP - 4.1 SKATE PARK-SECTIONS/ PROFILES SP - 4.3 SKATE PARK-SECTIONS/ PROFILES SP - 5.6 SKATE PARK-CONSTRUCTION DETAILS 06/2019 06/2019 ASD 06/2019 06/2019 ASD 06/2019 06/2019 ASD 06/2019 06/2019 ASD 06/2019 06/2019 ASD 06/2019 06/2019 ASD 06/2019 06/2019 ASD 06/2019 06/2019 ASD 06/2019 06/2019 ASD 06/2019 06/2019 ASD 06/2019 06/2019 ASD 06/2019 06/2019 ASD 06/2019 06/2019 ASD 06/2019 06/2019 ASD 06/2019 06/2019 ASD 06/2019 06/2019 ASD 06/2019 06/2019 ASD 06/2019 06/2019 ASD 06/2019 06/2019 ASD 06/2019 06/2019 ASD 06/2019 06/2019 ASD 06/2019 06/2019 ASD 06/2019 06/2019 ASD BID SET 08-2019 SKATE PARK-DESIGN CRITERIA IMPORTANCE FACTOR I = 1.0 3-SECOND GUST WIND SPEED 90 M.P.H.WIND:COMPLY WITH 2000 INTERNATIONAL BUILDING CODE, AS AMENDED BY THE CODE:THESE GENERAL STRUCTURAL NOTES APPLY UNLESS OTHERWISE NOTED. WIND EXPOSURE "C"SITE CLASS "D"SEISMIC:SEISMIC USE GROUPSPECTRAL RESPONSE:Sd1 = 10.9Sds = 25.2SKATE PARK-STRUCTURAL NOTES1. SPECIAL STRUCTURAL INSPECTION1.1 PROVIDE SPECIAL STRUCTURAL INSPECTION AS REQUIRED BY BUILDING CODES FOR THE FOLLOWING ITEMS:1.1.1 CONCRETE: DURING THE TAKING OF TEST SPECIMENS & PLACING OF REINFORCED CONCRETE WHERE F'C > 2,5001.1.2 BOLTS INSTALLED IN CONCRETE: DURING INSTALLATION OF EMBEDDED BOLTS IN CONCRETE AND DURING1.1.3 REINFORCING STEEL: DURING PLACING OF REINFORCING STEEL, FOR ALL CONCRETE REQUIRED TO HAVE SPECIAL1.1.4 SHOTCRETE: DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL SHOTCRETE. 1.2 SCHEDULING OF SPECIAL STRUCTURAL INSPECTIONS:1.2.1 THE CONTRACTOR SHALL ALLOW A MINIMUM OF 24 HOURS NOTIFICATION FOR THE SCHEDULING OF SPECIAL3. REINFORCING3.1 SECURELY TIE ALL REBAR, INCLUDING DOWELS, IN LOCATION BEFORE PLACING CONCRETE OR GROUT.3.2 WHERE REINFORCING IS SHOWN CONTINUOUS THRU CONSTRUCTION JOINTS, LENTON FORM SAVERS DOWEL BAR SPLICE4. STRUCTURAL STEEL4.1 ASTM A-36 FOR C, MC, ANGLES, AND PLATES.4.2 ASTM A-53 GRADE B OR A-501 FOR STEEL PIPES4.3 ASTM A-500 GRADE B, FY=46 KSI FOR TS/HSS TUBE STEEL FOR SIZES UP TO 5/8" THICK.4.4 ASTM A-307 OR A-36 PLAIN ANCHOR BOLTS.5. STRUCTURAL STEEL & REINFORCEMENT WELDING 5.1 ALL CONSTRUCTION AND TESTING PER AMERICAN WELDING SOCIETY CODES AND RECOMMENDATIONS. ALL WELDING5.2 WELDING RODS TO BE LOW HYDROGEN TYPE, E70 SERIES, PER AWS D1.1 TYPICALLY EXCEPT E-6010 SERIES FOR STEEL5.3 FIELD INDICATED WELDS MAY BE DONE IN SHOP & SHOP INDICATED WELDS MAY BE DONE IN FIELD ONLY IF SUBMITTED6. SUPPLEMENTARY NOTES 6.1 THESE CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE6.2 REINFORCING OR THREADED RODS DRILLED AND EPOXIED INTO EXISTING CONCRETE AS DETAILED ON THE DRAWINGS6.3 INSTALLATION OF EPOXIED DOWELS SHALL FOLLOW THE STRICT RECOMMENDATIONS OF THE MANUFACTURER AND THE6.4 INSTALLATION SHALL FOLLOW THE STRICT RECOMMENDATIONS OF THE MANUFACTURER AND THE APPLICABLE ICBO6.5 ANY ENGINEERING DESIGN PROVIDED BY CONTRACTOR OR OTHERS AND SUBMITTED FOR REVIEW SHALL BE BY ANPSI, EXCEPT SLABS ON GRADE.INSTALLATION OF EXPANSION BOLTS & EPOXY BOLTS / REBAR INTO EXISTING CONCRETE.INSPECTION BY THE CONCRETE SECTION ABOVE AND PLACING REINFORCING STEEL IN EPOXIED HOLES PER ABOVE.2. FOUNDATIONSDEVICES AS MANUFACTURED BY ERICO PRODUCTS, INC. (ICBO #3967) OR EQUIVALENT MAY BE USED. DEVICES SELECTED SHALLDEVELOP AT LEAST 125 PERCENT OF THE TENSION OR COMPRESSION BAR YIELD STRENGTH PER E.S. REPORT.SHALL BE BY WELDERS HOLDING CURRENT CERTIFICATES VALIDATED BY AN INDEPENDENT LAB & HAVING CURRENTEXPERIENCE IN TYPE OF WELD CALLED FOR. THE CONTRACTOR SHALL SUBMIT WELDING CERTIFICATES FOR EACH WELDERSHEET METAL PER AWS D1.3 AND REINFORCING WELDMENTS PER AWS D1.4. USE E80 SERIES WELDING RODS FOR A706 REBAR.AND APPROVED PRIOR TO CONSTRUCTION.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, MEANSAND METHODS, BRACING, SHORING, FORMS, SCAFFOLDING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES ANDTO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURALENGINEER OR STRUCTURAL OBSERVERS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.SHALL BE ONE OF THE FOLLOWING OR APPROVED EQUIVALENT:PRIOR TO COMMENCING THE WORK.INSURED LICENSED STRUCTURAL ENGINEER WITH CONTINUOUS FIVE YEARS OF EXPERIENCE IN THE TYPE OF DESIGNREPORT. CONTRACTOR SHALL HAVE APPROPRIATE ICBO REPORT ON-SITE DURING ALL INSTALLATIONS.APPLICABLE ICBO REPORT AND HAVE A MINIMUM 9 DIAMETERS EMBEDMENTSUBMITTED.STRUCTURAL INSPECTIONS.SKATE PARK-GENERAL CONSTRUCTION NOTESSLUMPCONTENT480(POUNDS)(INCHES)MIN. CEMENT4" AGGREGATESIZE (INCHES)MAX.1" 2. CONCRETE WORK2.5 CONCRETE MIX DESIGN - CAST-IN-PLACE3" AT SURFACES POURED AGAINST EARTHSTRENGTH (PSI)4000MIN. 28-DAY2.20 ALL REBAR SHALL BE COLD BENT.2.6.1 ACI STANDARD 506, LATEST EDITION, "SPECIFICATION FOR MATERIALS, PROPORTIONING AND APPLICATION OF2.15 SECURE REINFORCING, ANCHOR BOLTS, INSERTS, ETC. RIGIDLY IN PLACE PRIOR TO POURING CONCRETE.1-1/2" AT OTHER SURFACES, EXCEPT WHERE SHOWN OTHERWISE.2" AT FORMED SURFACES EXPOSED TO EARTH OR WEATHERCOMPRESSIVE2.18 MAKE HOOKS ACI 318-99 STANDARD HOOKS UNLESS OTHERWISE NOTED. PROVIDE 135 DEGREE MINIMUM 2.19 MAKE LAPS CONTACT SPLICES, DEVELOPMENT LENGTHS, HOOK EMBEDMENT PER ACI 318-99, UNLESS 2.5.1 PROVIDE MIX DESIGNS THAT WILL MEET THE MINIMUM REQUIREMENTS LISTED BELOW. INCREASE CEMENT2.1 CONCRETE MIXES SHALL BE DESIGNED BY A TESTING LABORATORY AND APPROVED BY THE SKATE PARK ARCHITECT.2.3 AGGREGATES SHALL CONFORM TO ASTM C33.2.2 CEMENT: ASTM C150. CEMENT SHALL BE OF SAME BRAND, TYPE AND SOURCE THROUGHOUT PROJECT. WHERE1.5.3 BOLTS IN CONCRETE.1.5.2 TAKING OF TEST SPECIMENS AND PLACING OF ALL CONCRETE.1.5.1 PLACEMENT OF REINFORCING STEEL.1.4 THE SKATE PARK DESIGNER SHALL HAVE NO CONTROL OR CHARGE OF, NOR BE RESPONSIBLE FOR THE CONSTRUCTION1.3 PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE AND/OR LOCAL BUILDING CODES.1.5.4 TAKING OF TEST SPECIMENS AND PLACING OF ALL SHOTCRETE.1.5 PROVIDE SPECIAL INSPECTION AS REQUIRED BY BUILDING CODES FOR THE FOLLOWING ITEMS:MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, SAFETY PRECAUTIONS, AND PROGRAMS IN CONNECTIONWITH THE WORK, THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY PERSONS PERFORMING ANY OFTHE WORK OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN CONFORMANCE WITH THE CONTRACTDOCUMENTS.AGGREGATES ARE POTENTIALLY REACTIVE, USE LOW ALKALI CEMENT.MIXES SHALL CONFORM TO APPLICABLE BUILDING CODE REQUIREMENTS, REGARDLESS OF OTHER MINIMUMREQUIREMENTS SPECIFIED HEREIN OR ON THE DRAWINGS. MIX DESIGNS SHALL BE SUBMITTED TO THE SKATE PARKDESIGNER FOR APPROVAL BEFORE USE. DESIGNS SHALL SHOW PROPORTIONS OF CEMENT, FINE AND COARSEAGGREGATES AND WATER, AND GRADATION OF COMBINED AGGREGATES.CONTENT OVER THAT SHOWN, IF REQUIRED TO OBTAIN THE COMPRESSIVE STRENGTH:REINFORCING THAT IS TO BE WELDED. USE A108, GRADE 60, FOR ALL WELDED ANCHORS REFER TO AWS SPEC FOR WELDINGWITHOUT PREHEAT. WELDING OF REINFORCING BARS TO BE IN ACCORDANCE WITH ALL BUILDING CODES.TURN, PLUS 4" EXTENSION AT FREE ENDS OF COLUMN PILASTER TIES.OTHERWISE NOTED. STAGGER LAP SPLICES WHERE POSSIBLE.SHOTCRETE" AND ACI 506.2, LATEST EDITION, "RECOMMENDED PRACTICES FOR SHOTCRETE" SHALL BE FOLLOWED.2.4 NO ADMIXTURES WITHOUT APPROVAL. ADMIXTURES CONTAINING CHLORIDES SHALL NOT BE USED. CONCRETE SHALL NOT2.6.2 MIX DESIGNS FOR SHOTCRETE CONTAINING FLY ASH SHALL BE BY AN INDEPENDENT TESTING LABORATORY. ONLY2.10 THE CONTRACTOR SHALL FIX ALL CRACKS AND DISPLACEMENTS LARGER THAN 1/16".2.11 ALL CONCRETE WHICH DURING THE LIFE OF THE STRUCTURE WILL BE SUBJECTED TO FREEZING TEMPERATURES WHILE2.12 CONDUITS, PIPES, AND SLEEVES EMBEDDED IN CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF IBC SECTION2.21 WHERE REINFORCING IS SHOWN CONTINUOUS THRU CONSTRUCTION JOINTS, LENTON FORM SAVERS 2.13 USE INTERMEDIATE GRADE ASTM A615, GRADE 60 FOR ALL REINFORCING. USE ASTM A706, GRADE 60 FOR ALLBE IN CONTACT WITH ALUMINUM.ASTM C618 CLASS F FLY ASH SHALL BE USED. THE AMOUNT OF FLY ASH USED SHALL NOT EXCEED 20 PERCENT BYWET, SHALL HAVE A WATER CEMENT RATIO NOT EXCEEDING 0.53 BY WEIGHT AND SHALL CONTAIN ENTRAINED AIR AS PER ACI1906.WEIGHT OF THE COMBINED WEIGHT OF FLY ASH PLUS CEMENT.301. SUCH CONCRETE SHALL INCLUDE EXTERIOR SLABS, PERIMETER FOUNDATIONS, EXTERIOR CURBS AND GUTTERS, ETC.DOWEL BAR SPLICE DEVICES AS MANUFACTURED BY ERICO PRODUCTS, INC. (ICBO #3967) OR EQUIVALENT MAY BE USED. SIZES AND TYPES SHALL BE SELECTED TO DEVELOP THE FULL TENSION STRENGTH OF THE BAR2.16 SUPPORT HORIZONTAL REINFORCING ON GALVANIZED CHAIRS OR OTHER APPROVED METHOD (MORTAR BLOCKS ARE UNACCEPTABLE) OF SUPPORT FOR FOOTINGS AND SLABS ON GRADE.2.17 REMOVE FORMS AT FOLLOWING MINIMUM TIMES AFTER POURING: AT SLAB EDGES - 24 HOURS; AT WALLS LESS THAN 4'-0' HIGH - 36 HOURS.1.2 NOTIFY SKATE PARK DESIGNER OF ANY DISCREPANCIES TO THESE PLANS.95% COMPACTED NATIVE SOIL AND/OR ENGINEERED FILL. IF THESE GUIDELINES CONFLICT WITH THE 2.23 AGGREGATE BASE COURSE TO BE MIN. 6" AND SUBGRADE TO BEGEO-TECHNICAL REPORT, MAX. AIR(PERCENT)ENTRAINING 3-5%SLUMP(INCHES)CONTENT OVER THAT SHOWN, IF REQUIRED TO OBTAIN THE COMPRESSIVE STRENGTH:2.6.3 PROVIDE MIX DESIGNS THAT WILL MEET THE MINIMUM REQUIREMENTS LISTED BELOW. INCREASE CEMENT4000MIN. 28-DAYSTRENGTH (PSI)COMPRESSIVE600MIN. CEMENTCONTENT(POUNDS)2" (PERCENT)ENTRAINING SIZE (INCHES)AGGREGATE3/8"MAX.3-5%MAX. AIR2.6 CONCRETE MIX DESIGN - SHOTCRETEREINFORCING BARS SHALL BE BY THE NON-CONTRACT LAP SPLICE METHOD WITH AT LEAST 2" CLEARANCE 2.22 MINIMUM CLEARANCE BETWEEN PARALLEL REINFORCEMENT BARS SHALL BE 2-1/2". LAP SPLICES IN OF CURING COMPOUND PER ASTM C309. APPLY AT A RATE SUFFICIENT TO RETAIN MOISTURE, BUT NOT LESS THAN 1 GALLONCOMPLETE. FINAL CURING SHALL CONTINUE FOR SEVEN DAYS AFTER PLACEMENT AND SHALL CONSIST OF APPLICATIONCONDITION. FOR INITIAL CURING, CONCRETE SHALL BE KEPT CONTINUOUSLY MOIST FOR 24 HOURS AFTER PLACEMENT ISSTRUCTURAL POURS OVER 50 CUBIC YARDS OF CONCRETE. HISTORICAL DATA SHALL BE SUBMITTED AND APPROVED2.8 CONCRETE CYLINDERS SHALL BE TAKEN AND TESTED PER THE CODE BY AN INDEPENDENT TESTING LABORATORY FORPRIOR TO THE POUR IF NO TEST SAMPLES ARE TAKEN FOR POURS LESS THAN 50 CUBIC YARDS.[4.55l] PER 200 SQUARE FEET. COVER CONCRETE WITH POLYETHYLENE PLASTIC TO MAINTAIN TEMPERATURE IFNECESSARY. LAP SEAMS IN THE PLASTIC 6" AND TAPE, WEIGHT DOWN THE PLASTIC AS NEEDED.1.6 THE CONTRACTOR SHALL WARRANTY ALL OF THEIR WORK DURING CONSTRUCTION AND A MINIMUM OF ONE YEAR AFTERTHE PROJECT IS ACCEPTED AS COMPLETE.1.7 THE METRIC EQUIVALENT "[ ]" DIMENSIONS ARE SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE2.9 DURING THE CURING PERIOD, CONCRETE SHALL BE MAINTAINED AT A TEMPERATURE ABOVE 40°F AND IN MOISTTO VERIFY THEIR ACCURACY.2.7 CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCHING AND SHALL NOT EXCEED A TEMPERATURE OF 90°FPOCKETS OR OTHER OBVIOUS DEFECTS SHALL BE REMOVED AND REPLACED.2.6.7 ANY IN-PLACE SHOTCRETE MATERIAL WHICH EXHIBITS SAGS OR SLOUGHS, SEGREGATION, HONEYCOMBING, SAND2.6.8 TESTING AND INSPECTION OF IN-PLACE SHOTCRETE SHALL BE IN ACCORDANCE WITH 2000 IBC.UNLESS PRE-APPROVED BY THE SKATE PARK DESIGNER.PLACING ADDITIONAL MATERIAL, ALL SURFACES SHALL BE THOROUGHLY CLEANED AND WETTED AND ALL REINFORCINGPRIOR TO PLACING THE INITIAL OR ANY SUCCEEDING LAYERS OF SHOTCRETE. REBOUND SHALL NOT BE REUSED ASFOLLOWED BY WETTING AND DAMP DRYING JUST PRIOR TO SHOTCRETE APPLICATION.2.6.4 SURFACE PREPARATION: EXPOSED EXISTING CONCRETE SHALL BE SANDBLASTED CLEAN. SURFACES SHALL BE2.6.5 ANY REBOUND OR ACCUMULATED LOOSE AGGREGATE SHALL BE REMOVED FROM THE SURFACES TO BE COVERED2.6.6 JOINTS IN WALL POURS ARE PERMISSIBLE. AT JOINTS, SHOTCRETE SHALL BE SLOPED TO A THIN EDGE. BEFORESTEEL SHALL BE BRUSHED FREE OF LATENT SHOTCRETE MATERIAL.AGGREGATE.MAX.MAX.1. GENERAL1.1 CONSIDER GENERAL NOTES AS APPLYING TO ALL DRAWINGS.2.14 OBSERVE FOLLOWING REINFORCEMENTCLEARANCES:2.1 REFER TO GEOTECHNICAL REPORT FOR FOOTING DEPTHS, ETC.2.2 THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR ANY GEOTECHNICAL ASPECTS OF THIS PROJECT. THECONTRACTOR SHALL EMPLOY A REGISTERED GEOTECHNICAL ENGINEER TO PERFORM THE NECESSARY TESTING ANDQUALITY CONTROL ENSPECTIONS TO ENSURE THAT THE REQUIREMENTS OF THE SOILS REPORT ARE COMPLIED WITH.6.2.1 HILTI RE-500 SD - ICC ESR-23226.2.2 SIMPSON SET-XP - ICC ESR-25086.2.3 POWERS PE1000+ - ICC ESR-2583SKATE PARK- NOTESCITY OF SALEM.PER ICBO RESEARCH REPORT.BETWEEN BARS.THE CONTRACTOR SHALL FOLLOW THE MORE STRINGENT OF THE TWO GUIDELINES.Kyle Zick Landscape Architecture, Inc.36 Bromfield Street Suite 202 617 451-1018 TelBoston, MA 02108AUGUST 2019ASDMMSALEM, MASSACHUSETTSGALLOWS HILLPARKGALLOWS HILL PARK IMPROVEMENTSCITY OF SALEM, MAAS NOTEDACTION Sports Design, LLC.1801 E 51st St, Suite 365-500Austin, TX 92010Toll Free: 1(833)ASD-PARKwww.ActionSportsDesign.comSP-0.1 GENERAL1.THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE MUNICIPALITY FORTY-EIGHT (48) HOURS PRIORTO THE START OF CONSTRUCTION2.THE CONTRACTOR SHALL INDEMNIFY THE OWNER, THE ENGINEER, AND THE MUNICIPALITY, THEIREMPLOYEES AND THEIR AGENTS, ETC, FROM ALL LIABILITY INVOLVED WITH THE CONSTRUCTION,INSTALLATION AND TESTING OF THE WORK ON THIS PROJECT.3.SITE SAFETY SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.4.THE BIDDER WILL BE SOLELY RESPONSIBLE FOR DETERMINING THE QUANTITIES AND SHALL STATE SUCHQUANTITIES IN THEIR PROPOSAL. THE BIDDER SHALL BASE HIS BID ON HIS OWN ESTIMATE OF THE WORKREQUIRED AND SHALL NOT RELY ON THE ENGINEER'S ESTIMATE.5.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING SOIL CONDITIONS PRIOR TO COMMENCEMENT OFCONSTRUCTION. A GEOTECHNICAL REPORT IS AVAILABLE FROM THE OWNER. THE CONTRACTOR SHALLABIDE BY THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.6.THE CONTRACTOR IS RESPONSIBLE FOR EXAMINING SITE CONDITIONS PRIOR TO CONSTRUCTION ANDSHALL COMPARE FIELD CONDITIONS WITH THE ENGINEERING PLANS.7.THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THE WORK AND CONDUCT WORK INACCORDANCE WITH THE REQUIREMENTS OF THE PERMITS.8.THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING UTILITY INFORMATION PRIOR TO STARTINGCONSTRUCTION. THE CONTRACTOR SHALL CONTACT THE STATE'S ONE CALL UTILITY LOCATE SERVICEAT 811 TO NOTIFY LOCAL UTILITY PROVIDERS OF THE REQUEST TO START WORK AT THE PROJECTLOCATION. THE CONTRACTOR SHALL CONTACT A PRIVATE UTILITY LOCATE COMPANY TO PROVIDEMARKING OF EXISTING UTILITIES WITHIN THE VICINITY OF WORK TO BE COMPLETED.9.THE CONTRACTOR SHALL KEEP ADJACENT ROADWAYS CLEAR OF MUD AND DEBRIS IN ACCORDANCEWITH MUNICIPAL AND OTHER APPROPRIATE GOVERNMENTAL REQUIREMENTS.10.DAMAGE TO ADJACENT PROPERTIES, ROADS OR RIGHT-OF-WAYS MUST BE RESTORED AND REPAIRED BYTHE CONTRACTOR AT THE CONTRACTORS COST.SITE - GRADING & DRAINAGE1.THE PROPOSED IMPROVEMENTS SHALL BE CONSTRUCTED ACCORDING TO THE MASSACHUSETTS D.O.T.STANDARD SPECIFICATIONS, LOCAL ORDINANCES AND SPECIFICATIONS AND RECOMMENDATIONS IN THEGEOTECHNICAL REPORT.2.THE CONTRACTOR SHALL MAINTAIN SITE DRAINAGE THROUGHOUT CONSTRUCTION. THIS MAY INCLUDEEXCAVATION OF TEMPORARY DITCHES OR PUMPING TO ALLEVIATE PONDING WATER.3.SILT FENCE AND OTHER EROSION CONTROL FACILITIES MUST BE INSTALLED PRIOR TO CONSTRUCTION OR ANYOTHER LAND DISTURBING ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL EROSIONCONTROL FACILITIES ONCE THE THREAT OF EROSION HAS PASSED WITH THE APPROVAL OF THE GOVERNINGAGENCY.4.THE CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR THE COMPUTATIONS OF ALL GRADING AND FORLAND BALANCE, INCLUDING UTILITY TRENCH SPOIL. THE CONTRACTOR SHALL IMPORT OR EXPORT MATERIALAS NECESSARY TO COMPLETE THE PROJECT.5.GRADING SHALL CONSIST OF CLEARING AND GRUBBING EXISTING VEGETATION, EXISTING TOPSOIL, REMOVALOF EXISTING PAVEMENT OR FOUNDATIONS, IMPORTING OR EXPORTING MATERIAL TO ACHIEVE AN ON-SITEEARTHWORK BALANCE, GRADING OF THE PROPOSED BUILDING PADS AND PAVEMENT AREAS, SCARIFYING ANDFINAL COMPACTION OF THE PAVEMENT SUBGRADE, AND PLACEMENT OF TOPSOIL.6.NO FILL SHALL BE PLACED ON A WET OR SOFT SUBGRADE. THE SUBGRADE SHALL BE PROOF-ROLLED ANDINSPECTED BY THE GEOTECHNICAL ENGINEER BEFORE ANY MATERIAL IS PLACED, UNLESS OTHERWISEDIRECTED BY THE OWNER.7.ALL FILL SHALL BE CONSIDERED STRUCTURAL FILL AND SHALL BE PLACED IN ACCORDANCE WITH THEGEOTECHNICAL REPORT.8.TOPSOIL SHALL BE PLACED TO A MINIMUM DEPTH OF 6" IN AREAS TO BE RESTORED WITH SEED AND MULCH.CONTRACTOR SHALL ENSURE PROPER DRAINAGE AND TEMPORARY EROSION CONTROL MEASURES UNTILFINAL STABILIZATION.9.FINAL HEIGHT AND SHAPE OF EXCAVATION TO BE VERIFIED BY LANDSCAPE ARCHITECT/ SKATE PARK DESIGNERIN THE FIELD.10.ALL SPOT ELEVATIONS ARE FOR TOP OF FINISH WORK UNLESS OTHERWISE NOTED.11.MINIMUM SLOPE FOR ALL CONCRETE FINISH WORK SHALL BE 1%. WATER MUST DRAIN TOWARDS DIRECTION OFFLOW ARROWS AND FOLLOW OVERALL DESIGN INTENT.12.All AREAS DISTURBED BY GRADING OPERATIONS TO BE FINE GRADED.13.VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO COMMENCING WORK.14.REFER TO SECTIONS AND PROFILES ON SHEETS: SP-4.1 THROUGH SP-5.6 FOR HEIGHT, RADII AND PROFILES.15.ALL FINE GRADING OF EARTHWORK SHALL BE INSPECTED WITH TEMPLATES CUT TO THE SPECIFIED RADII/ANGLE. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL TEMPLATES/ SCREEDS TO BE USED FOREARTHWORK TOLERANCES FOR APPROVAL BY LANDSCAPE ARCHITECT/ SKATE PARK DESIGNER.16.CONTRACTOR TO PROTECT ALL EXCAVATIONS FROM SOIL EROSION AND WATER SATURATION AT ALL TIMESUSING APPROPRIATE CONSTRUCTION METHODS AND LOSS OF SOIL PROFILE DURING CONSTRUCTION SHALL BEREPLACED WITH APPROPRIATE SOIL COMPOSITION AND COMPACTION METHODS TO MATCH LOSS SOIL.SITE - CONCRETE AND AGGREGATE BASE1.CONTRACTOR TO PROVIDE CRUSHED AGGREGATE BASE AND CONCRETE WHERE INDICATED ON THE PLANS.2.ALL AGGREGATE PROVIDED MUST COMPLY WITH IDOT SPECIFICATION SECTION 351 AND 355. ALLAGGREGATE PLACED MUST BE COMPACTED TO AN AVERAGE DENSITY PER MASSACHUSETTS STANDARDSPECIFICATIONS.3.DESIGN AND CONSTRUCTION OF ALL CAST-IN-PLACE EXTERIOR CONCRETE FLATWORK SHALL CONFORM TOACI 330R-08.4.EXTERIOR CONCRETE FLATWORK CONSTRUCTION TO BE PROVIDED PER MORE STRINGENT REQUIREMENTSOF THE GEOTECHNICAL REPORT OR SPECIFICATIONS. CONCRETE FLATWORK SHALL BE CONSTRUCTED ASFOLLOWS:4.1.SIDEWALK CONCRETE - 5" OF CONCRETE OVER 4" OF 34" CRUSHED AGGREGATE BASE. CONTRACTIONJOINTS SHALL CONSIST OF 18" WIDE BY 1" DEEP TOOLED JOINTS.4.2.LIGHT DUTY CONCRETE (PASSENGER CAR TRAFFIC) - 5" OF CONCRETE OVER 4" OF 34" CRUSHEDAGGREGATE. CONTRACTION JOINTS SHALL BE SAWCUT 1.5" DEEP AND BE SPACED A MAXIMUM OF 12.0'ON CENTER.5.DESIGN MIXES SHALL BE IN ACCORDANCE WITH ASTM C94.5.1.STRENGTH TO BE A MINIMUM OF 4,000 PSI AT 28 DAYS FOR EXTERIOR CONCRETE5.2.SLUMP SHALL NOT EXCEED 4" FOR EXTERIOR CONCRETE.5.3.SLUMP SHALL BE 2.5" OR LESS FOR SLIP-FORMED CURB AND GUTTER5.4.SLUMP SHALL BE BETWEEN 1.5" AND 3.0" FOR NON SLIP-FORMED CONCRETE CURB & GUTTER5.5.EXTERIOR CONCRETE SHALL BE AIR ENTRAINED WITH 4% TO 7% AIR CONTENT. NO OTHER ADMIXTURESSHALL BE USED WITHOUT APPROVAL OF THE OWNER OR LOCAL PERMITTING AUTHORITY.5.6.MAXIMUM NOMINAL AGGREGATE SIZE FOR ALL EXTERIOR CONCRETE SHALL BE 34"6.ALL CONCRETE FLAT WORK SURFACES AND CONCRETE CURB FLOWLINES SHALL BE CONSTRUCTED WITHIN0.05' OF THE DESIGN GRADES. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES FOR THE PROPOSEDIMPROVEMENTS.7.CONCRETE FLAT WORK SHALL HAVE CONSTRUCTION JOINTS OR SAW CUT JOINTS PLACED PER THISSPECIFICATION. SAWCUTS SHALL BE DONE AS SOON AS POSSIBLE, BUT NO LATER THAN 24 HOURS AFTERCONCRETE IS PLACED. CONCRETE CURB AND GUTTER JOINTING SHALL BE PLACED EVERY 10' OR CLOSER (6'MIN.). ALL EXTERIOR CONCRETE SHALL HAVE A LIGHT BROOM FINISH UNLESS NOTED OTHERWISE. A UNIFORMCOAT OF A HIGH SOLIDS CURING COMPOUND MEETING ASTM C309 SHOULD BE APPLIED TO ALL EXPOSEDCONCRETE SURFACES. ALL CONCRETE IS TO BE CURED FOR 7 DAYS. EXTERIOR CONCRETE SHALL BESEPARATED FROM BUILDINGS WITH CONTINUOUS 0.5 INCH FIBER EXPANSION JOINT AND/OR 0.25 INCH FIBEREXPANSION JOINT AT DECORATIVE MASONRY UNITS, UNLESS OTHERWISE SPECIFIED BY SALEM DISTRICTAND/OR ESSEX COUNTY STANDARDS.8.ALL REINFORCING BARS SHALL BE ASTM A615 GRADE 60. THICKNESS OF CONCRETE COVER OVERREINFORCEMENT SHALL NOT BE LESS THAT 3" WHERE CONCRETE IS PLACED ON THE GROUND WITHOUT THEUSE OF FORMS AND NOT LESS THAN 1.5" IN OTHER LOCATIONS. ALL REINFORCING SHALL BE LAPPED 36DIAMETERS FOR UP TO #6 BARS, 60 DIAMETERS FOR #7 TO #10 BARS AND EXTENDED AROUND CORNERSWITH CORNER BARS. PLACING OF STEEL REINFORCING AND REINFORCING SUPPORTS SHALL BE INACCORDANCE WITH CRSI AND ACI MANUAL AND STANDARD PRACTICES. REINFORCEMENT SHALL NOT BEPAINTED AND MUST BE FREE OF GREASE/OIL, DIRT OR DEEP RUST WHEN PLACED. ALL WELDED WIRE FABRICSHALL MEET THE REQUIREMENTS OF ASTM A 185. WELDED WIRE FABRIC SHALL BE PLACED 2" FROM THE TOPOF THE SLAB, UNLESS NOTED OTHERWISE.9.THE CONTRACTOR SHALL ENGAGE A QUALIFIED INDEPENDENT TESTING AND INSPECTION AGENCY TOSAMPLE MATERIALS, PERFORM TESTS, AND SUBMIT TEST REPORTS DURING CONCRETE PLACEMENT. TESTSSHALL BE PERFORMED ACCORDING TO ACI 301. CAST AND LABORATORY CURE ONE SET OF FOUR STANDARDCYLINDERS FOR EACH COMPOSITE SAMPLE FOR EACH DAY'S POUR OF EACH CONCRETE MIX OVER 5 CUBICYARDS, BUT LESS THAN 25 CUBIC YARDS, PLUS ONE ADDITIONAL SET FOR EACH ADDITIONAL 50 CUBIC YARDSOR FRACTION THEREOF. PERFORM COMPRESSIVE-STRENGTH TESTS ACCORDING TO ASTM C 39. COMPLETETWO TESTS AT 7 DAYS AND TWO TESTS AT 28 DAYS. SLUMP TESTS TO BE PERFORMED IN ACCORDANCE TOASTM C 143, COMPLETE ONE TEST AT POINT OF PLACEMENT FOR EACH COMPOSITE SAMPLE, BUT NOT LESSTHAN ONE TEST FOR EACH DAYS POUR OF EACH CONCRETE MIX. IF CONCRETE CONSISTENCY APPEARS TOHAVE CHANGED PERFORM ADDITIONAL TESTS.10.PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOTTEMPERATURES. IN HOT, DRY, AND WINDY WEATHER, APPLY AN EVAPORATION CONTROL COMPOUNDACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. APPLY THE EVAPORATION CONTROLCOMPOUND AFTER SCREEDING AND FLOATING, BUT BEFORE POWER FLOATING AND TROWELLING.11.LIMIT THE MAXIMUM WATER-CEMENTITIOUS RATIO OF CONCRETE TO 0.45.12.TEST RESULTS SHALL BE REPORTED TO THE OWNER, READY-MIX PRODUCER, AND CONTRACTOR WITHIN 24HOURS AFTER TESTING.EROSION CONTROL AND SITE STABILIZATION1.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING COPIES OF ALL REQUIRED PERMITS PRIOR TOSTARTING CONSTRUCTION. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ADHERING TO THEREQUIREMENTS OF ALL APPLICABLE PERMITS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER THEPROJECT.2.EROSION CONTROL MEASURES MUST BE INSPECTED AND REPAIRED WEEKLY AND AFTER EACH RAINTOTALING ONE-HALF INCH OR MORE. THE INSPECTIONS SHALL BE KEPT ONSITE.3.ALL EROSION CONTROL PRACTICES SHALL BE MAINTAINED FOR THE DURATION OF THE PROJECT ANDWARRANTY PERIOD.4.THE CONTRACTOR IS RESPONSIBLE FOR ANY SEDIMENT REACHING A PUBLIC ROAD OR SIDEWALK SHALL BEREMOVED BY STREET CLEANING OTHER THAN FLUSHING, WITHIN 24 HOURS.5.TEMPORARY SEED SHALL BE PLACED IN ACCORDANCE WITH APPLICABLE STANDARDS. USE WINTER WHEATOR RYE FOR FALL PLANTINGS AFTER SEPTEMBER 1ST.6.THE CONTRACTOR SHALL KEEP A COPY OF THE EROSION CONTROL PLANS AT THE PROJECT SITE ANDPROVIDE COMPLETED INSPECTION FORMS TO THE SALEM PARK DISTRICT AND/OR ESSEX COUNTY ASREQUESTED. AUTHORITIES HAVING JURISDICTION MAY REQUEST INSPECTION REPORTS AT ANY TIME.7.ALL EROSION CONTROL METHODS SHALL BE IN ACCORDANCE WITH THE STATE OF MASSACHUSETTS, ESSEXCOUNTY AND SALEM PARK DISTRICT STANDARD SPECIFICATIONS AND REQUIREMENTS.8.ALL EXPOSED SOIL AREAS NOT DISTURBED FOR UP TO SEVEN DAYS SHALL BE IMMEDIATELY RESTOREDWITH SEED AND MULCH.9.ALL WATER FROM CONSTRUCTION DEWATERING SHALL BE TREATED IN ACCORDANCE WITH STATE OFMASSACHUSETTS STANDARDS PRIOR TO DISCHARGING TO WATERS OF THE STATE.10.DEWATERING SHALL BE COMPLETED AS NEEDED IN ACCORDANCE WITH THE STATE OF MASSACHUSETTSAND ESSEX COUNTY STANDARDS.Kyle Zick Landscape Architecture, Inc.36 Bromfield Street Suite 202 617 451-1018 TelBoston, MA 02108AUGUST 2019ASDMMSALEM, MASSACHUSETTSGALLOWS HILLPARKGALLOWS HILL PARK IMPROVEMENTSCITY OF SALEM, MAAS NOTEDACTION Sports Design, LLC.1801 E 51st St, Suite 365-500Austin, TX 92010Toll Free: 1(833)ASD-PARKwww.ActionSportsDesign.comC-0.1SITE-GENERAL & GRADING NOTES SKATE PARK FEATURE LEGENDSYMBOLDESCRIPTIONENTRY, SEE LANDSCAPESKATE PARK SIGNAGE, SEE LANDSCAPETOP DECKFLAT RAIL BANK EXTENSIONQUARTER PIPESTAMPED BRICK PATTERN GAPBOWLEXTENSIONWEDGEA-FRAME BANK WITH RAIL AND LEDGEBOXHUBBA LEDGEBENCHMETAL PANEL W/ GRAPHIC5-STAIR WITH HANDRAILSBANKBANK TO ANGLED EDGEFLAT RAIL42" HIGH GUARDRAILRADIUS OF WALL. REFER TO SECTIONS SHEETS FORPROFILE VIEW.BANK-EMBANKMENT WALL WITH SLOPE AND RADII AT BASE.REFER TO SECTIONS FOR PROFILE VIEW.S-01S-02S-03S-04S-05S-06S-07S-08S-09S-10S-11S-12S-13S-16S-17S-18S-19TBS-14S-15SEE GRADING PLAN SHEET SP-3.1 FOR SLOPE ANDDRAINAGE DIRECTIONNOTE7T7TBTTBBBB7TTBB+2.5'+4.5'+0'+0'+0'+4.5'+4.5'+5.5'6T6T6T6T6T-2.75'+3.25'+4.25'+1.0'+1.33'+3.25'+3.25'S-08S-07S-05S-19S-15S-12S-04S-16S-09S-10S-03S-11S-18S-13S-06S-05S-17S-01S-14S-01S-19SKATE PARK-FEATURE PLANSP-1.1Kyle Zick Landscape Architecture, Inc.36 Bromfield Street Suite 202 617 451-1018 TelBoston, MA 02108AUGUST 2019ASDMMSALEM, MASSACHUSETTSGALLOWS HILLPARKGALLOWS HILL PARK IMPROVEMENTSCITY OF SALEM, MAAS NOTEDACTION Sports Design, LLC.1801 E 51st St, Suite 365-500Austin, TX 92010Toll Free: 1(833)ASD-PARKwww.ActionSportsDesign.comNORTH SYMBOLDESCRIPTIONSTRENGTHFINISHCURE TIMETURNDOWN WALL4,000 P.S.I.SMOOTH TROWEL28 DAYSCAST IN PLACE LEDGE ORRAIL TIED TO BANK ORDECK4,000 P.S.I.SMOOTH TROWEL28 DAYS4,000 P.S.I.SMOOTH TROWEL28 DAYSCF-01RETAINING WALLCONCRETE FOUNDATION LEGENDCF-02CF-03CF-01CF-02CF-01CF-02CF-02CF-01CF-03CF-03CF-01CF-01SKATE PARKCONCRETE FOUNDATION PLANKyle Zick Landscape Architecture, Inc.36 Bromfield Street Suite 202 617 451-1018 TelBoston, MA 02108AUGUST 2019ASDMMSALEM, MASSACHUSETTSGALLOWS HILLPARKGALLOWS HILL PARK IMPROVEMENTSCITY OF SALEM, MAAS NOTEDACTION Sports Design, LLC.1801 E 51st St, Suite 365-500Austin, TX 92010Toll Free: 1(833)ASD-PARKwww.ActionSportsDesign.comCONCRETE MATERIAL NOTES1.CONTRACTOR SHALL SUBMIT POUR SCHEDULE FOR REVIEW AND APPROVALBY LANDSCAPE ARCHITECT/ SKATE PARK ARCHITECT.2.CONTRACTOR SHALL SUBMIT PROPOSED START AND STOP FORMLOCATIONS FOR ALL CONCRETE WORK SHOWN FOR REVIEW AND APPROVALBY LANDSCAPE ARCHITECT/ SKATE PARK ARCHITECT.3.CONTRACTOR SHALL BUILD ALL TEMPLATES AND FORMS WITH TRUE ARCSAND TANGENTS MATCHING SECTIONS AND PROFILE DIMENSIONS WITHINTHE CONSTRUCTION DOCUMENTS.4.CONTRACTOR SHALL POUR ON-SITE SAMPLES OF CAST-IN-PLACE ANDSHOTCRETE WORK PER THE SPECIFICATIONS. SAMPLES CANNOT BE PARTOF THE PROJECT WORK.5.ALL CONCRETE FINISH WORK SHALL BE PERFORMED BY PRE-QUALIFIEDCONTRACTOR ONLY AND APPROVED BY LANDSCAPE ARCHITECT/ SKATEPARK ARCHITECT.6.FINISH WORK NOT MEETING THE TOLERANCES, FINISH AND TOOLING FROMON-SITE SAMPLES WILL BE REJECTED.NOTEREFER TO SECTIONS TO VERIFY WHERE CANTILEVERED SKATEFEATURES OCCUR.SP-1.2NORTH SYMBOLDESCRIPTIONSTRENGTHCURE TIMEFINISH 5" CONCRETE DECK4,000 P.S.I.28 DAYSSMOOTH TROWEL6" SHOTCRETE BOWL4,000 P.S.I.28 DAYSSMOOTH TROWELCAST IN PLACE STAIRS4,000 P.S.I.28 DAYSSMOOTH TROWELCAST IN PLACE BANK4,000 P.S.I.28 DAYSSMOOTH TROWELCAST IN PLACE LEDGE CAPWITH CMU BASE4,000 P.S.I.28 DAYSSMOOTH TROWEL 6" SHOTCRETE BANK4,000 P.S.I.28 DAYSSMOOTH TROWEL6" CONCRETE FLATBOTTOM4,000 P.S.I.28 DAYSSMOOTH TROWEL5" CONCRETE DECK(STAMPED BRICK PATTERN)4,000 P.S.I.28 DAYSHERRING BONE PATTERNCM-01CM-02CM-03CM-04CM-06CM-07CM-08CONCRETE MATERIALS LEGENDCM-097T7TBTTBBBB7TTBB+2.5'+4.5'+0'+0'+0'+4.5'+4.5'+5.5'6T6T6T6T6T-2.75'+3.25'+4.25'+1.0'+1.33'+3.25'+3.25'CM-02CM-01CM-02CM-08CM-06CM-04CM-06CM-01CM-02CM-04CM-06CM-03CM-04CM-02CM-07CM-09SKATE PARKCONCRETE MATERIAL PLANCONCRETE MATERIAL NOTES1.CONTRACTOR SHALL SUBMIT POUR SCHEDULE FOR REVIEW AND APPROVALBY LANDSCAPE ARCHITECT/ SKATE PARK ARCHITECT.2.CONTRACTOR SHALL SUBMIT PROPOSED START AND STOP FORMLOCATIONS FOR ALL CONCRETE WORK SHOWN FOR REVIEW AND APPROVALBY LANDSCAPE ARCHITECT/ SKATE PARK ARCHITECT.3.CONTRACTOR SHALL BUILD ALL TEMPLATES AND FORMS WITH TRUE ARCSAND TANGENTS MATCHING SECTIONS AND PROFILE DIMENSIONS WITHINTHE CONSTRUCTION DOCUMENTS.4.CONTRACTOR SHALL POUR ON-SITE SAMPLES OF CAST-IN-PLACE ANDSHOTCRETE WORK PER THE SPECIFICATIONS. SAMPLES CANNOT BE PARTOF THE PROJECT WORK.5.ALL CONCRETE FINISH WORK SHALL BE PERFORMED BY PRE-QUALIFIEDCONTRACTOR ONLY AND APPROVED BY LANDSCAPE ARCHITECT/ SKATEPARK ARCHITECT.6.FINISH WORK NOT MEETING THE TOLERANCES, FINISH AND TOOLING FROMON-SITE SAMPLES WILL BE REJECTED.NOTEREFER TO SECTIONS TO VERIFY WHERE CANTILEVERED SKATEFEATURES OCCUR.SP-1.3NORTHCONCRETE POUR-SEQUENCE GUIDELINE1.INSTALL ALL CAST-IN-PLACE FORMS & METAL FABRICATIONS.2.POUR ALL CAST-IN-PLACE LEDGES, BREAK FORMS AND FINISH.3.INSTALL ALL METAL FABRICATIONS FOR SHOTCRETE AREAS AND FORMWORK.4.INSTALL ALL REQUIRED REBAR PER PLANS AND SPECIFICATIONS.5.INSTALL ALL SHOTCRETE AND SPECIALTY POURS PER PLANS ANDSPECIFICATIONS.6.BREAK ALL SHOTCRETE AND SPECIALTY FORMS PRIOR TO POURINGFLATWORK.7.POUR ALL TOPS DECKS8.POUR ALL BOTTOM AREAS LAST.. SKATE PARK SPECIALTY CONTRACTOR EXPERIENCE1.REQUIRED EXPERIENCE: CONTRACTOR OR SUBCONTRACTOR MUST HAVE COMPLETED THREE (3)PUBLIC CONCRETE (PRE-CAST EXCLUDED) SKATE PARK FACILITIES WITH A MINIMUM SIZE OF 10,000SQUARE FEET, IN THE LAST FIVE (5) YEARS WITH SMOOTH TROWEL FINISH OF SHOTCRETE ANDCAST-IN-PLACE CONCRETE. PARKS MUST BE OPEN AND IN GOOD OPERATING CONDITION FOR ATLEAST ONE YEAR.POUR ALL CAST-IN-PLACE LEDGES, BREAK FORMS AND FINISH.Kyle Zick Landscape Architecture, Inc.36 Bromfield Street Suite 202 617 451-1018 TelBoston, MA 02108AUGUST 2019ASDMMSALEM, MASSACHUSETTSGALLOWS HILLPARKGALLOWS HILL PARK IMPROVEMENTSCITY OF SALEM, MAAS NOTEDACTION Sports Design, LLC.1801 E 51st St, Suite 365-500Austin, TX 92010Toll Free: 1(833)ASD-PARKwww.ActionSportsDesign.com SYMBOLDESCRIPTIONDETAILO.D. SIZE / GAUGEFINISHROUND STEEL PIPE RAIL & POSTS8,9/SP-5.42 3/8" O.D., C6X8.2 - 2.375" X 0.1875"SEE METAL COLOR PLANROUND STEEL PIPE COPING2/SP-5.42 3/8" O.D., C6X8.2 - 2.375" X 0.1875"SEE METAL COLOR PLANC-CHANNEL EDGING (LEDGE)6/SP-5.4C6X8.2 - 2.0" X 6.0" X 0.1875"SEE METAL COLOR PLANBENT PLATE EDGING5/SP-5.4SEE METAL COLOR PLANGALVANIZEDC-CHANNEL EDGING (STAIRS)7/SP-5.4C6X8.2, 2.0" X 6.0" X 0.1875"SEE METAL COLOR PLAN42" HIGH GUARDRAIL & POSTS1/SP-5.6REFER TO DETAIL / SHOP DRAWINGSEE METAL COLOR PLANMETAL MATERIALS LEGENDMM-01MM-02MM-03MM-04MM-05MM-067T7TBTTBBBB7TTBB+2.5'+4.5'+0'+0'+0'+4.5'+4.5'+5.5'6T6T6T6T6T-2.75'+3.25'+4.25'+1.0'+1.33'+3.25'+3.25'MM-06MM-04MM-02MM-02MM-01MM-04MM-03MM-03MM-01MM-01MM-03MM-05MM-03MM-03MM-01MM-02MM-02MM-06MM-03SKATE PARKMETAL MATERIAL PLANKyle Zick Landscape Architecture, Inc.36 Bromfield Street Suite 202 617 451-1018 TelBoston, MA 02108AUGUST 2019ASDMMSALEM, MASSACHUSETTSGALLOWS HILLPARKGALLOWS HILL PARK IMPROVEMENTSCITY OF SALEM, MAAS NOTEDACTION Sports Design, LLC.1801 E 51st St, Suite 365-500Austin, TX 92010Toll Free: 1(833)ASD-PARKwww.ActionSportsDesign.comMETALS MATERIALS NOTE1.ALL METAL FABRICATION SIZES ARE NOMINAL.2.ALL METAL FABRICATIONS SHOWN ARE TO BE HOT DIPPED GALVANIZED.3.QUALIFICATIONS OF CONTRACTOR: PROVIDE AT LEAST ONE PERSON WHO SHALLBE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK,AND WHO SHALL BE THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS BEINGINSTALLED, THE REFERENCED STANDARDS, THE REQUIREMENTS OF THIS WORK,AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION.4.WELDS NECESSARY TO CONNECT ALL COPING AND METAL FABRICATION SHOULDBE DONE BY CERTIFIED WELDER, GROUND SMOOTH, DE-BURRED AND COATEDPER SPECIFICATIONS.5.PROTECT ALL FINISH WORK ADJACENT TO METAL FABRICATION EFFORTS TOPREVENT ANY STAINING.6.SAMPLES: REQUIRED FOR ALL COPING, RAILS, FENCING AND EDGING OF SKATEPARK. SUBMIT FINISH METAL SAMPLES FOR FINAL FINISH REQUIRED PRIOR TODELIVERY TO SITE.7.STEEL COPING: ROLL PIPE TO CONFORM WITH HORIZONTAL CONTROL RADII ATCENTERLINE OF PIPE.SP-1.4NORTH SKATE PARKJOINTING PLANKyle Zick Landscape Architecture, Inc.36 Bromfield Street Suite 202 617 451-1018 TelBoston, MA 02108AUGUST 2019ASDMMSALEM, MASSACHUSETTSGALLOWS HILLPARKGALLOWS HILL PARK IMPROVEMENTSCITY OF SALEM, MAAS NOTEDACTION Sports Design, LLC.1801 E 51st St, Suite 365-500Austin, TX 92010Toll Free: 1(833)ASD-PARKwww.ActionSportsDesign.comSP-1.5NORTHC.J. - CONSTRUCTION JOINTSYMBOLDESCRIPTIONDETAILS.J. - SAWCUT JOINTCONCRETE JOINTING LEGENDE.J. - EXPANSION JOINT1.CONSTRUCT JOINTS TRUE TO LINE WITH FACES PERPENDICULAR TO SURFACE PLANEOF CONCRETE.2.CONSTRUCTION JOINTS: INSTALL SO STRENGTH AND APPEARANCE OF CONCRETE ARENOT IMPAIRED, AT LOCATIONS INDICATED AND APPROVED BY LANDSCAPE ARCHITECT/SKATE PARK ARCHITECT.3.PLACE JOINTS PERPENDICULAR TO MAIN REINFORCEMENT. CONTINUEREINFORCEMENT ACROSS CONSTRUCTION JOINTS, UNLESS OTHERWISE INDICATED.4.SAWED JOINTS: FORM CONTRACTION JOINTS WITH POWER SAWS EQUIPPED WITHSHATTERPROOF ABRASIVE OR DIAMOND-RIMMED BLADES. CUT 1/8-INCH WIDE JOINTSINTO CONCRETE WHEN CUTTING ACTION WILL NOT TEAR, ABRADE, OR OTHERWISEDAMAGE SURFACE AND BEFORE CONCRETE DEVELOPS RANDOM CONTRACTIONCRACKS.5.ALL CONTROL JOINTS SHALL BE SEALED PER REFERENCED DETAILS.6.CLEAN ALL JOINTS THOROUGHLY DEBRIS AND DUST FREE PRIOR TO ANY SEALANTAPPLICATION.7.CONCRETE MUST BE CURED TO SPECIFIED STRENGTH PRIOR TO APPLYING SEALANT.8.CONTRACTOR MUST SUBMIT A POUR SCHEDULE DESIGNATING ALL START AND STOPFORM LOCATIONS PRIOR TO START OF CONSTRUCTION.9.THE JOINTING PLAN IS DIAGRAMMATIC IN NATURE. CONTRACTOR TO APPLY ADDITIONALJOINTING AND CRACK PREVENTION MEASURES AS NECESSARY.CONCRETE JOINTING NOTES2,3,5/SP-5.31/SP-5.34/SP-5.3C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.E.J.E.J.E.J.E.J.E.J.E.J.E.J. E.J .E.J.E.J.S.J.S.J.S.J.S.J.S.J.S.J.S.J.S.J.S.J.S.J.S.J.S.J.S.J.C.J.C.J.C.J.C.J.S.J.S.J.S.J.S.J.S.J.S.J.S.J.S.J.S.J.S.J.E.J.S.J.S.J.S.J.C.J.C.J.S.J.S.J.C.J.S.J.C.J.S.J.C.J.S.J.C.J.S.J.S.J.C. J . C. J . S.J.S.J.S.J .C. J .S.J.S.J.S.J.S.J .C.J.C.J.C.J.C.J.C.J.C.J. SKATE PARK- ARTISTIC RENDERSKyle Zick Landscape Architecture, Inc.36 Bromfield Street Suite 202 617 451-1018 TelBoston, MA 02108AUGUST 2019ASDMMSALEM, MASSACHUSETTSGALLOWS HILLPARKGALLOWS HILL PARK IMPROVEMENTSCITY OF SALEM, MAAS NOTEDACTION Sports Design, LLC.1801 E 51st St, Suite 365-500Austin, TX 92010Toll Free: 1(833)ASD-PARKwww.ActionSportsDesign.comSP-1.6 SYMBOLDESCRIPTIONNATURAL GRAY (INTEGRAL COLOR)CHARCOAL GRAY (INTEGRAL COLOR)CHARCOAL GRAY (INTEGRAL COLOR) LEDGE CAPWITH CMU LEDGE BASE (SMOOTH, EXPOSED AGGREGATE /BURNISHED 'BROWN')CONCRETE COLOR LEGENDCC-01CC-02CC-03CC-01CC-02CC-01CC-01CC-01CC-01CC-01CC-03CC-01CC-03CC-01CC-01*CC-01**SKATE PARKCONCRETE COLOR PLANKyle Zick Landscape Architecture, Inc.36 Bromfield Street Suite 202 617 451-1018 TelBoston, MA 02108AUGUST 2019ASDMMSALEM, MASSACHUSETTSGALLOWS HILLPARKGALLOWS HILL PARK IMPROVEMENTSCITY OF SALEM, MAAS NOTEDACTION Sports Design, LLC.1801 E 51st St, Suite 365-500Austin, TX 92010Toll Free: 1(833)ASD-PARKwww.ActionSportsDesign.comSP-1.7NORTHCONCRETE MATERIAL NOTES1.CONTRACTOR SHALL SUBMIT POUR SCHEDULE FOR REVIEW AND APPROVALBY LANDSCAPE ARCHITECT/ SKATE PARK ARCHITECT.2.CONTRACTOR SHALL SUBMIT PROPOSED START AND STOP FORMLOCATIONS FOR ALL CONCRETE WORK SHOWN FOR REVIEW AND APPROVALBY LANDSCAPE ARCHITECT/ SKATE PARK ARCHITECT.3.CONTRACTOR SHALL BUILD ALL TEMPLATES AND FORMS WITH TRUE ARCSAND TANGENTS MATCHING SECTIONS AND PROFILE DIMENSIONS WITHINTHE CONSTRUCTION DOCUMENTS.4.CONTRACTOR SHALL POUR ON-SITE SAMPLES OF CAST-IN-PLACE ANDSHOTCRETE WORK PER THE SPECIFICATIONS. SAMPLES CANNOT BE PARTOF THE PROJECT WORK.5.ALL CONCRETE FINISH WORK SHALL BE PERFORMED BY PRE-QUALIFIEDCONTRACTOR ONLY AND APPROVED BY LANDSCAPE ARCHITECT/ SKATEPARK ARCHITECT.6.FINISH WORK NOT MEETING THE TOLERANCES, FINISH AND TOOLING FROMON-SITE SAMPLES WILL BE REJECTED.NOTEREFER TO SECTIONS TO VERIFY WHERE CANTILEVERED SKATEFEATURES OCCUR.CONCRETE POUR-SEQUENCE GUIDELINE1.INSTALL ALL CAST-IN-PLACE FORMS & METAL FABRICATIONS.2.POUR ALL CAST-IN-PLACE LEDGES, BREAK FORMS AND FINISH.3.INSTALL ALL METAL FABRICATIONS FOR SHOTCRETE AREAS AND FORMWORK.4.INSTALL ALL REQUIRED REBAR PER PLANS AND SPECIFICATIONS.5.INSTALL ALL SHOTCRETE AND SPECIALTY POURS PER PLANS ANDSPECIFICATIONS.6.BREAK ALL SHOTCRETE AND SPECIALTY FORMS PRIOR TO POURINGFLATWORK.7.POUR ALL TOPS DECKS8.POUR ALL BOTTOM AREAS LAST.. SKATE PARK SPECIALTY CONTRACTOR EXPERIENCE1.REQUIRED EXPERIENCE: CONTRACTOR OR SUBCONTRACTOR MUST HAVE COMPLETED THREE (3)PUBLIC CONCRETE (PRE-CAST EXCLUDED) SKATE PARK FACILITIES WITH A MINIMUM SIZE OF 10,000SQUARE FEET, IN THE LAST FIVE (5) YEARS WITH SMOOTH TROWEL FINISH OF SHOTCRETE ANDCAST-IN-PLACE CONCRETE. PARKS MUST BE OPEN AND IN GOOD OPERATING CONDITION FOR ATLEAST ONE YEAR.POUR ALL CAST-IN-PLACE LEDGES, BREAK FORMS AND FINISH. SYMBOLFINISHCOLORPRIME AND PAINTCARDINAL® BLUE HAMMERHOT DIPPED GALVANIZEDCARDINAL® BLUE HAMMERHOT DIPPED GALVANIZED,PAINTEDCARDINAL® BLUE HAMMERMC-01MC-02METAL COLOR / FINISH LEGENDMC-03MC-03MC-01MC-02MC-01MC-02MC-01MC-01MC-01MC-03MC-01MC-01MC-02MC-01MC-02MC-02MC-02MC-02MC-02MC-01SKATE PARKMETAL COLOR PLANKyle Zick Landscape Architecture, Inc.36 Bromfield Street Suite 202 617 451-1018 TelBoston, MA 02108AUGUST 2019ASDMMSALEM, MASSACHUSETTSGALLOWS HILLPARKGALLOWS HILL PARK IMPROVEMENTSCITY OF SALEM, MAAS NOTEDACTION Sports Design, LLC.1801 E 51st St, Suite 365-500Austin, TX 92010Toll Free: 1(833)ASD-PARKwww.ActionSportsDesign.comMETALS MATERIALS NOTE1.ALL METAL FABRICATION SIZES ARE NOMINAL.2.ALL METAL FABRICATIONS SHOWN ARE TO BE HOT DIPPED GALVANIZED.3.QUALIFICATIONS OF CONTRACTOR: PROVIDE AT LEAST ONE PERSON WHO SHALLBE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK,AND WHO SHALL BE THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS BEINGINSTALLED, THE REFERENCED STANDARDS, THE REQUIREMENTS OF THIS WORK,AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION.4.WELDS NECESSARY TO CONNECT ALL COPING AND METAL FABRICATION SHOULDBE DONE BY CERTIFIED WELDER, GROUND SMOOTH, DE-BURRED AND COATEDPER SPECIFICATIONS.5.PROTECT ALL FINISH WORK ADJACENT TO METAL FABRICATION EFFORTS TOPREVENT ANY STAINING.6.SAMPLES: REQUIRED FOR ALL COPING, RAILS, FENCING AND EDGING OF SKATEPARK. SUBMIT FINISH METAL SAMPLES FOR FINAL FINISH REQUIRED PRIOR TODELIVERY TO SITE.7.STEEL COPING: ROLL PIPE TO CONFORM WITH HORIZONTAL CONTROL RADII ATCENTERLINE OF PIPE.SP-1.8NORTH 12456789101112131415161718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899100101102Site Layout Point TablePoint #1245678910111213141516171819202122232425262728293031323334353637383940414243444546474849505152Northing3013856.443013865.103013870.903013874.573013872.073013836.453013824.903013814.503013790.073013781.283013772.483013748.063013741.773013736.853013733.613013731.733013728.473013733.383013739.673013766.173013771.303013774.473013779.603013806.103013814.683013845.173013852.983013861.413013856.513013823.933013821.013013811.593013811.313013821.733013819.123013817.573013809.753013808.203013817.643013819.203013847.273013850.203013855.093013822.953013832.143013769.593013769.433013769.093013768.383013776.713013786.29Easting814806.29814845.32814871.45814899.83814904.30814907.78814853.95814856.18814861.41814863.30814865.18814870.42814871.77814872.82814857.76814848.96814833.82814832.76814831.41814825.71814824.61814823.93814822.82814817.12814815.28814808.72814807.04814846.11814847.16814854.17814840.62814842.65814841.35814839.11814839.67814832.45814834.13814826.90814824.87814832.10814818.50814817.87814816.82814847.23814845.25814851.71814851.75814850.20814846.90814842.05814843.05Site Layout Point TablePoint #5354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899100101102Northing3013787.003013787.333013787.173013778.383013777.843013771.203013788.603013779.903013768.373013781.833013776.563013773.633013766.743013780.183013744.813013742.923013738.533013736.633013736.333013734.443013841.583013851.433013859.683013862.753013863.193013868.583013868.973013866.653013866.223013841.343013842.363013842.973013837.113013867.433013840.163013849.773013853.493013856.203013859.593013864.993013865.263013859.963013859.753013848.153013849.533013844.263013845.803013850.893013847.663013851.79Easting814846.35814847.90814847.93814849.82814847.31814858.77814855.02814856.90814836.07814833.06814834.24814834.89814828.40814825.51814855.35814846.55814856.70814847.91814857.17814848.38814855.49814853.37814858.75814873.02814873.65814877.06814896.93814900.63814903.29814895.57814893.34814889.68814862.41814903.61814895.15814912.33814861.83814874.43814879.31814882.72814891.34814900.18814901.54814896.73814888.28814863.81814861.43814860.34814897.79814905.94Kyle Zick Landscape Architecture, Inc.36 Bromfield Street Suite 202 617 451-1018 TelBoston, MA 02108AUGUST 2019ASDMMSALEM, MASSACHUSETTSGALLOWS HILLPARKGALLOWS HILL PARK IMPROVEMENTSCITY OF SALEM, MAAS NOTEDACTION Sports Design, LLC.1801 E 51st St, Suite 365-500Austin, TX 92010Toll Free: 1(833)ASD-PARKwww.ActionSportsDesign.comSP-2.1NORTH* CONTRACTOR RESPONSIBLE FOR SURVEY WORKCOORDINATE VALUES SHOWN ARE INTENDED FOR HORIZONTAL POSITIONING AND DIMENSIONCLARIFICATION ONLY. ALL POINTS SET IN THE FIELD FROM THESE VALUES SHALL FIRST BE CHECKED BYTHE CONTRACTOR TO ENSURE THAT THE LOCATION IS CONSISTENT WITH THE DIMENSIONS AND GRAPHICLOCATIONS SHOWN ON THE APPROVED CONSTRUCTION PLANS. IN THE CASE OF A DISCREPANCY WITHANY COORDINATE VALUE SHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY THE CITY PRIORTO COMMENCING ANY CONSTRUCTION ACTIVITY THAT MAY BE AFFECTED.ALL COORDINATES SHOWN AT THE BOTTOM OF ALL BANKS/ TRANSITIONS ARE LOCATED AT THE POINT OFTANGENCY NOT AT THE KEY JOINT. THESE COORDINATES VALUES MUST BE OFFSET 1'-0" AWAY FROM THEBANK/ TRANSITION TO DETERMINE THE LOCATION OF THE KEY JOINT.BECAUSE OF THE SCALE OF THIS DRAWING AND PROXIMITY OF FEATURES TO EACH OTHER, THE LOCATIONOF SOME OR THE POINTS MAY BE OBSCURED. REFER TO THE LAYOUT DATA FOR THE ACTUAL LOCATIONSFOR ALL POINTS.NOTE:POINT LAYOUT PLANSKATE PARKLAYOUT PLAN Line TableLine #L1L2L6L7L8L9L10L11L12L13L14L15L16L17L18L19L20L21L22L23L24L25L26L27L28L29L30L31L32L33L34L35L36L37L38L39L40L41L42L43L44L45L46L47L48L49L50L51L52L53Length39.9726.7755.0610.6424.988.998.9924.986.435.038.9915.4115.495.026.4327.1113.993.0013.993.0027.109.032.009.032.0031.187.993.5410.0129.963.775.0132.3313.8613.867.387.399.668.138.257.3930.313.005.0029.9610.661.339.666.9513.79DirectionN77° 29' 32.76"EN77° 29' 32.76"ES77° 53' 23.40"WS12° 06' 02.12"ES12° 06' 02.12"ES12° 06' 02.12"ES12° 06' 02.12"ES12° 06' 02.12"ES12° 06' 02.12"ES12° 06' 02.12"ES77° 52' 59.57"WS77° 52' 59.57"WS77° 52' 59.57"WN12° 08' 16.81"WN12° 08' 16.81"WN12° 08' 16.81"WS12° 08' 18.85"ES77° 51' 41.15"WN12° 08' 18.85"WN77° 51' 41.15"EN12° 08' 16.81"WN12° 08' 18.85"WN77° 51' 41.15"ES12° 08' 18.85"ES77° 51' 41.15"WN12° 08' 16.81"WN12° 08' 16.81"WN12° 08' 16.81"WS77° 49' 50.10"WS77° 49' 50.10"WS12° 06' 51.75"ES12° 06' 51.75"ES12° 06' 51.75"ES77° 51' 41.15"WS77° 51' 41.15"WN77° 51' 41.15"EN77° 51' 41.15"ES12° 08' 18.85"EN77° 51' 41.15"ES77° 51' 41.14"WS77° 51' 41.15"WS12° 08' 18.85"ES12° 08' 18.85"ES12° 08' 18.85"EN77° 51' 41.15"ES12° 08' 18.85"EN77° 50' 09.77"ES12° 08' 18.85"ES77° 51' 41.15"WS77° 51' 41.15"WLine TableLine #L54L55L56L57L59L60L61L62L63L66L67L68L69L70L71L72L73L74L75L76L77L78L79L80L81L82L83L84L85L86Length13.6613.781.333.389.463.381.338.998.999.639.219.2115.428.9915.4915.4915.418.678.678.999.6113.9910.0814.606.3727.895.4412.896.3925.03DirectionN77° 51' 41.15"ES77° 51' 41.15"WN77° 51' 41.15"EN77° 51' 41.15"ES05° 55' 41.70"WS77° 51' 41.15"WN77° 51' 41.15"EN12° 08' 18.85"WN12° 08' 18.85"WN30° 12' 19.41"WN05° 59' 16.92"WN18° 17' 21.30"WS77° 51' 41.18"WS77° 51' 41.15"WS77° 51' 41.23"WS77° 51' 41.15"WS77° 51' 41.15"WN12° 08' 19.19"WN12° 08' 18.85"WN77° 51' 41.15"ES12° 08' 18.85"ES12° 35' 20.48"ES12° 08' 18.79"ES77° 51' 41.21"WS32° 17' 50.14"WN77° 51' 41.21"ES12° 08' 18.79"ES77° 51' 41.21"WS32° 17' 50.13"WN77° 51' 41.21"ECurve TableCurve #C1C2C3C5C7C9C10C11C12C13C14C16C18C20C22C23C24C25C26C27C29Length33.915.2446.7210.930.7823.524.532.6941.912.463.809.163.146.1010.1710.681.3720.361.178.763.14Radius17.097.1718.986.991.0011.914.8712.8313.0413.045.085.832.007.705.2111.576.136.336.3311.782.00Delta113.6669041.8528141.0290089.5231045.0000113.0931053.3368012.0248184.2173010.7928042.8532090.0000090.0000045.3610111.7791052.8682012.7956184.2173010.5469042.6193090.0000Chord DirectionN82° 37' 05.41"ES60° 43' 18.90"ES05° 34' 49.29"ES33° 05' 59.64"WS55° 21' 41.21"WS88° 51' 30.48"WN57° 51' 41.02"WN80° 47' 40.78"WN17° 13' 58.83"ES65° 15' 42.97"ES80° 33' 07.88"ES57° 08' 18.79"ES32° 51' 41.21"WS55° 10' 51.44"WS88° 12' 05.15"WN59° 00' 24.42"WN81° 10' 48.28"WN17° 13' 58.83"ES65° 23' 05.64"ES80° 43' 26.53"ES57° 08' 18.79"EChord Length28.6165.12235.7879.8500.76519.8804.3692.68826.0532.4523.7118.2442.8285.9408.62810.3021.36612.6551.1648.5642.82812456789101112131415161718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899100101L1L2C1C2C3L6L7L8L9L10L11L12L13L14L15L16L17L18L19L20L21L22L23L24L25L26L27L28L29L30L31L32L33L34L35L36L37L38L39L40L41L42L43L44L45L46L47L48L49L50L51L52L53L54L55L56L57L59L60L61L62L63L66L67L68L69L70L71L72L73L74L75L76L77L78L79C5L80C7L81 C9C10C11C 1 2C13C14L82C16 L83C18L84C20L85C22C23 C24C 2 5 C26C27L86C29102SKATE PARKLAYOUT PLANKyle Zick Landscape Architecture, Inc.36 Bromfield Street Suite 202 617 451-1018 TelBoston, MA 02108AUGUST 2019ASDMMSALEM, MASSACHUSETTSGALLOWS HILLPARKGALLOWS HILL PARK IMPROVEMENTSCITY OF SALEM, MAAS NOTEDACTION Sports Design, LLC.1801 E 51st St, Suite 365-500Austin, TX 92010Toll Free: 1(833)ASD-PARKwww.ActionSportsDesign.comSP-2.2NORTH* CONTRACTOR RESPONSIBLE FOR SURVEY WORKCOORDINATE VALUES SHOWN ARE INTENDED FOR HORIZONTAL POSITIONING AND DIMENSIONCLARIFICATION ONLY. ALL POINTS SET IN THE FIELD FROM THESE VALUES SHALL FIRST BE CHECKED BYTHE CONTRACTOR TO ENSURE THAT THE LOCATION IS CONSISTENT WITH THE DIMENSIONS AND GRAPHICLOCATIONS SHOWN ON THE APPROVED CONSTRUCTION PLANS. IN THE CASE OF A DISCREPANCY WITHANY COORDINATE VALUE SHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY THE CITY PRIORTO COMMENCING ANY CONSTRUCTION ACTIVITY THAT MAY BE AFFECTED.ALL COORDINATES SHOWN AT THE BOTTOM OF ALL BANKS/ TRANSITIONS ARE LOCATED AT THE POINT OFTANGENCY NOT AT THE KEY JOINT. THESE COORDINATES VALUES MUST BE OFFSET 1'-0" AWAY FROM THEBANK/ TRANSITION TO DETERMINE THE LOCATION OF THE KEY JOINT.BECAUSE OF THE SCALE OF THIS DRAWING AND PROXIMITY OF FEATURES TO EACH OTHER, THE LOCATIONOF SOME OR THE POINTS MAY BE OBSCURED. REFER TO THE LAYOUT DATA FOR THE ACTUAL LOCATIONSFOR ALL POINTS.NOTE:LINE AND CURVE LAYOUT PLAN 7T7TBTTBBBB7TTBB+2.5'+4.5'+0'+0'+0'+4.5'+4.5'+5.5'6T6T6T6T6T-2.75'+3.25'+4.25'+1.0'+1.33'+3.25'+3.25'RE48.50IESEE CIVIL54.6055.7555.7153.7553.75FLOWLINE OF SWALE53.7553.4155.7551.2551.2551.2551.2552.7554.75FLOWLINE OF SWALEFLOWLINE OF SWALE51.2551.25HPSHPS50.85BGBG51.2551.2551.2551.2556.7556.7555.7555.7555.7555.7551.1751.1753.7553.7553.7551.25BG51.2551.2555.7151.2551.2551.05FLOWLINEOF SWALE51.2551.1750.8551.25HPSHPS54.5048.66FLOWLINE OF SWALE48.6648.6648.6648.6648.6648.6648.6648.6648.6654.6053.8554.6054.6054.6054.6054.6054.6055.7055.7055.7055.7056.7256.7251.2551.2554.5054.5054.5054.5054.5054.5054.5054.5054.5054.85TC51.16TL52.49TC51.23TL52.23TC51.25TL52.58TC51.23TL52.23TC51.25TL53.25TC51.25TL53.25TC52.75TL54.75TC51.25TR53.25TC51.25TR53.25TC52.75TR54.75TC53.64TR54.80TC53.64TR54.80TC51.25TL53.08TC53.75TL56.25TC53.75TR56.25TC51.25TR53.08TW55.60BW54.60TW55.60BW54.60TW55.60BW54.6053.75Kyle Zick Landscape Architecture, Inc.36 Bromfield Street Suite 202 617 451-1018 TelBoston, MA 02108AUGUST 2019ASDMMSALEM, MASSACHUSETTSGALLOWS HILLPARKGALLOWS HILL PARK IMPROVEMENTSCITY OF SALEM, MAAS NOTEDACTION Sports Design, LLC.1801 E 51st St, Suite 365-500Austin, TX 92010Toll Free: 1(833)ASD-PARKwww.ActionSportsDesign.comSKATE PARK - GRADING& DRAINAGE PLANSP-3.1NORTH1.FINAL HEIGHT AND SHAPE OF EXCAVATION TO BE VERIFIED BYSKATE PARK ARCHITECT IN THE FIELD.2.ALL SPOT ELEVATIONS ARE FOR TOP OF FINISH WORK UNLESSOTHERWISE NOTED.3.MINIMUM SLOPE FOR ALL CONCRETE FINISH WORK SHALL BE 1%.WATER MUST DRAIN TOWARDS DIRECTION OF FLOW ARROWS ANDFOLLOW OVERALL DESIGN INTENT.4.MAXIMUM SIDEWALK CROSS SLOPE IS 2.0%.5.MAXIMUM SIDEWALK LONGITUDINAL SLOPE IS 5.0%.6.All AREAS DISTURBED BY GRADING OPERATIONS TO BE FINEGRADED.7.VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TOCOMMENCING WORK.8.REFER TO SECTIONS AND PROFILES FOR HEIGHT, RADII ANDPROFILES.9.ALL FINE GRADING OF EARTHWORK SHALL BE INSPECTED WITHTEMPLATES CUT TO THE SPECIFIED RADII/ ANGLE. CONTRACTORTO PROVIDE SHOP DRAWINGS FOR ALL TEMPLATES/ SCREEDS TOBE USED FOR EARTHWORK TOLERANCES FOR APPROVAL BY SKATEPARK ARCHITECT.10.CONTRACTOR TO PROTECT ALL EXCAVATIONS FROM SOIL EROSIONAND WATER SATURATION AT ALL TIMES USING APPROPRIATECONSTRUCTION METHODS. AND LOSS OF SOIL PROFILE DURINGCONSTRUCTION SHALL BE REPLACED WITH APPROPRIATE SOILCOMPOSITION AND COMPACTION METHODS TO MATCH LOSS SOIL.11.THE DRAINS IN THE SKATE PARK HAVE PERFORATIONS IN THEPORTION BELOW THE CONCRETE DECK TO AVOID ANYHYDRO-STATIC LIFT POTENTIAL.12.MAINTAIN ALL EXISTING TREES. COORDINATE WITH ELK GROVEPARK DISTRICT.13.REFER TO SECTIONS FOR SKATE PARK FEATURE ELEVATIONS THATARE NOT MARKED ON THIS SHEET.GRADING & DRAINAGE LEGENDNOTES:CONTRACTOR TO VERIFY FEATURE ELEVATIONS WITH SECTIONS. IF A DISCREPANCYOCCURS, CONTRACTOR SHALL CONTACT SKATE PARK DESIGNER IMMEDIATELY.REFER TO CIVIL PLANS FOR FINISH GRADE ELEVATIONS BEYOND SKATE PARK.REFER TO SECTIONS FOR HEIGHTS OF SKATE PARK FEATURES1.LOCATE ALL SURVEY MARKS INCLUDING BENCH MARKS ANDPROPERTY LINES IN ORDER THAT THE EXACT LINES OFCONSTRUCTION LIMITS AND GRADES MAY BE DETERMINED. BRINGANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVEIMMEDIATELY BEFORE PROCEEDING WITH WORK.2.VERIFY ENTIRE LAYOUT PRIOR TO START OF CONSTRUCTION WITHPROJECT OWNER'S REPRESENTATIVES AND SKATE PARK ARCHITECT.3.LOCATE AND PROTECT CONTROL POINTS PRIOR TO STARTING SITEWORK AND PROTECT ALL PERMANENT REFERENCE POINTS DURINGENTIRE CONSTRUCTION. REPLACE PROJECT CONTROL POINTSWHICH MAY BE LOST OR DESTROYED DURING CONSTRUCTION.4.CONTRACTOR SHALL VERIFY FINISH GRADE ELEVATIONS AS SHOWNON CIVIL ENGINEER'S PLANS AND BRING ANY DISCREPANCIES TO THEOWNER'S REPRESENTATIVE IMMEDIATELY BEFORE PROCEEDINGWITH WORK.GRADING & DRAINAGE NOTESSURVEY NOTESRADIUS OF WALL. REFER TO SECTION SHEETSFOR PROFILE VIEWBANK-EMBANKMENT WALL WITH SLOPE AND RADIAT BASE. REFER TO SECTION SHEETSFORPROFILE VIEW.BG - BREAK IN GRADEFL - FLOWLINE OF SWALEDIRECTION OF SURFACE FLOWGRADING LIMIT LINEBLEND ZONEBTDRAIN INLETHIGH POINT OF SWALEHPSRIM ELEVATIONREINVERT ELEVATIONIEBREAK IN GRADEBGTOP OF WALL / BOTTOM OF WALLTW/BWTOP OF RAIL / TOP OF CONCRETETR/TCTOP OF LEDGE / TOP OF CONCRETETL/TC2ADDENDUM07-09-20192 SIGNATURETOMBSTONEBANKFEATURE -SHOTCRETEBANK3 X 3 BENTPLATEEDGING45°3'-1 3/4"2'-4 1/4"4'-6"6'-0"R7'-0"2 3/8"ROUNDCOPINGSHOTCRETEQUARTER PIPEBEYONDMETAL PANEL -WEDGE ANCHOR42" HIGHGUARDRAIL &POSTS1SP-5.1TOP DECKCONCRETESLAB2SP-5.62 3/8"ROUNDCOPING4'-6"SHOTCRETEQUARTER PIPE6'-0"42" HIGHGUARDRAIL &POSTSR7'-0"SIGNATURE TOMBSTONEBANK FEATURE -SHOTCRETEBANK3'-1 3/4"2'-4 1/4"1SP-5.1TOP DECKCONCRETESLABMETAL PANEL -WEDGE ANCHOR2SP-5.66"1 1/2"1 1/2"2'-0"1'-4"SIGNATURE CAPPED LEDGEFEATURE WITH C-CHANNELLEDGE EDGING AT CAP1SP-5.1TOP DECKCONCRETESLAB(4) WEDGE ANCHOR WITHTAMPER PROOF NUT (BOTHSIDES), TYP. (DRILLED HOLEMUST AVOID REBAR)2SP-5.61 1/2"9'-0"6"1'-4"1 1/2"SIGNATURE CAPPED LEDGEFEATURE WITH C-CHANNELLEDGE EDGING AT CAP1SP-5.1TOP DECKCONCRETESLAB(14) WEDGE ANCHOR WITHTAMPER PROOF NUT (BOTHSIDES), TYP. (DRILLED HOLEMUST AVOID REBAR)2SP-5.6TOP DECKCONCRETESLABTURNDOWNWALL16°CONCRETE STEPS WITHC-CHANNEL STAIR EDGING.WELD C-CHANNELS TO FACEPLATE AT BOTH SIDES OFSTEPS.8'-0"2'-0"6"2'-6"1 1/2"10'-6 1/2"1 1/2"1 1/2"2'-3 1/2"2'-9"SIGNATURE CAPPED LEDGEFEATURE WITH C-CHANNELLEDGE EDGING AT CAP1SP-5.1TOP DECKCONCRETESLABBANK BEYOND9.59.5°9.59.5°BANK WITHC-CHANNELLEDGE EDGINGTURNDOWNWALL AT DECK2 38" DIA. SLOPEDGRIND RAIL2'-0"9'-0"9'-0"2'-0"1'-6"1SP-5.1TOP DECKCONCRETESLAB9°9°SHOTCRETEQUARTER PIPEHIPR6'-0"R4'-0"R5'-0"R4'-0"R5'-0"CUSTOM BENTPLATEEDGING2'-0"9'-2"9'-2"18'-4"3'-6"1SP-5.1TOP DECKCONCRETESLAB7T7TBTTBBBB7TTBB+2.5'+4.5'+0'+0'+0'+4.5'+4.5'+5.5'6T6T6T6T6T-2.75'+3.25'+4.25'+1.0'+1.33'+3.25'+3.25'11101066772211115588449922121213131414331515161617171818SKATE PARK- SECTIONS / PROFILES1--6SECTIONKEY MAPNOTES4SECTIONSECTIONSECTIONSECTION GENERAL NOTES:1.ALL SECTION DIMENSIONS ARE TOP OF CONCRETE FINISH GRADE UNLESS OTHERWISE NOTED.2.DO NOT INCLUDE METAL FABRICATION OFFSET TO OVERALL DIMENSIONS SHOWN IN SECTIONS ANDPROFILES.3.REFER TO SKATEPARK LAYOUT PLAN SHEETS: SP-2.1/ SP-2.2 FOR ACTUAL HORIZONTAL LOCATIONS.4.FINAL GRADE EARTHWORK AND FORMWORK TO REVIEWED AND APPROVED BY STANTEC REPRESENTATIVE.STANTEC RESERVES THE RIGHT TO MAKE FIELD ADJUSTMENTS AS NECESSARY TO FULLFILL THE DESIGNINTENT.5. ALL DIMENSIONS AT BOTTOM OF BOWLS, ENBANKMENTS, TRANSITIONS ARE LOCATED AT THE COLD JOINT.6.DUE TO THE UNIQUE AND SCULPTURAL ASPECTS OF THE SKATEPARK THE LOCATION OF THE DIMENSIONS INTHE SECTIONS NEED TO BE CROSS REFERENCED BY THE SKATEPARK LAYOUT PLAN SHEETS: SP-2.1/ SP-2.2.7.CONTRACTOR SHALL HAVE EXTENSIVE KNOWLEDGE AND EXPERIENCE OF SKATEPARK CONSTRUCTION AND/OR FREEFORM PRECISION CONCRETE FORMING, APPLICATION AND FINISHING TO PROPERLY INTERPRETSECTIONS/ PROFILES.8.METAL FABRICATION NOT SHOWN ON SECTIONS - REFER TO MATERIALS PLAN - METALS AND DETAILS SHEETSFOR TYPE AND LOCATION.CONCRETE GENERAL/SPECIALTY WORK LEGENDCONCRETE WORK TO BE PERFORMED BY SKATE PARKSPECIALTY CONTRACTORCONCRETE WORK TO BE PERFORMED BY GENERALCONTRACTOR7SECTION35SECTION01530601" = 30'-0"SCALE :Kyle Zick Landscape Architecture, Inc.36 Bromfield Street Suite 202 617 451-1018 TelBoston, MA 02108AUGUST 2019ASDMMSALEM, MASSACHUSETTSGALLOWS HILLPARKGALLOWS HILL PARK IMPROVEMENTSCITY OF SALEM, MAAS NOTEDACTION Sports Design, LLC.1801 E 51st St, Suite 365-500Austin, TX 92010Toll Free: 1(833)ASD-PARKwww.ActionSportsDesign.comSECTION2SP-4.1 8'-0"7'-5 1/2"8'-0"6'-0"6'-0"R6'-0"R6'-0"TOP DECKCONCRETESLABSHOTCRETEBOWLFLATBOTTOM6"1 1/2"1 1/2"3'-0"TOP DECKCONCRETESLABSIGNATURE CAPPED LEDGEFEATURE WITH C-CHANNELLEDGE EDGING AT CAP6"6SP-5.46"C-CHANNELEDGING1'-0"(6) WEDGE ANCHOR WITHTAMPER PROOF NUT (BOTHSIDES), TYP. (DRILLED HOLEMUST AVOID REBAR)2SP-5.6SHOTCRETEQUARTER PIPE1'-6"4'-6"10'-0"40'-0"2 3/8"ROUNDCOPING3 X 3 BENTPLATEEDGINGSIGNATURETOMBSTONE BANK FEATURE -SHOTCRETE BANKSHOTCRETEQUARTERPIPE2 3/8"ROUNDCOPINGTOP DECKCONCRETESLAB42" HIGHGUARDRAIL &POSTS1SP-5.1TOP DECKCONCRETESLAB7T7TBTTBBBB7TTBB+2.5'+4.5'+0'+0'+0'+4.5'+4.5'+5.5'6T6T6T6T6T-2.75'+3.25'+4.25'+1.0'+1.33'+3.25'+3.25'1110106677221111558844992212121313141433151516161717181814'-0"3'-7"3'-7"1'-2"3'-7"3'-7"8SP-5.41SP-5.1TOP DECKCONCRETESLAB2 38 "O.D.ROUNDTOP RAIL74°74°4"4"CL9SP-5.42 38 "O.D.ROUNDPOSTCLCLCLCL9'-6"3'-6"3'-2"1'-2"74°74°4"4"CLCLCLCLCL3'-6"8SP-5.41SP-5.1TOP DECKCONCRETESLAB2 38 "O.D.ROUNDTOP RAIL9SP-5.42 38 "O.D.ROUNDPOST8--11SECTIONKEY MAPNOTESSECTIONSECTIONSECTION GENERAL NOTES:1.ALL SECTION DIMENSIONS ARE TOP OF CONCRETE FINISH GRADE UNLESS OTHERWISE NOTED.2.DO NOT INCLUDE METAL FABRICATION OFFSET TO OVERALL DIMENSIONS SHOWN IN SECTIONS ANDPROFILES.3.REFER TO SKATEPARK LAYOUT PLAN SHEETS: SP-2.1/ SP-2.2 FOR ACTUAL HORIZONTAL LOCATIONS.4.FINAL GRADE EARTHWORK AND FORMWORK TO REVIEWED AND APPROVED BY STANTEC REPRESENTATIVE.STANTEC RESERVES THE RIGHT TO MAKE FIELD ADJUSTMENTS AS NECESSARY TO FULLFILL THE DESIGNINTENT.5. ALL DIMENSIONS AT BOTTOM OF BOWLS, ENBANKMENTS, TRANSITIONS ARE LOCATED AT THE COLD JOINT.6.DUE TO THE UNIQUE AND SCULPTURAL ASPECTS OF THE SKATEPARK THE LOCATION OF THE DIMENSIONS INTHE SECTIONS NEED TO BE CROSS REFERENCED BY THE SKATEPARK LAYOUT PLAN SHEETS: SP-2.1/ SP-2.2.7.CONTRACTOR SHALL HAVE EXTENSIVE KNOWLEDGE AND EXPERIENCE OF SKATEPARK CONSTRUCTION AND/OR FREEFORM PRECISION CONCRETE FORMING, APPLICATION AND FINISHING TO PROPERLY INTERPRETSECTIONS/ PROFILES.8.METAL FABRICATION NOT SHOWN ON SECTIONS - REFER TO MATERIALS PLAN - METALS AND DETAILS SHEETSFOR TYPE AND LOCATION.CONCRETE GENERAL/SPECIALTY WORK LEGENDCONCRETE WORK TO BE PERFORMED BY SKATE PARKSPECIALTY CONTRACTORCONCRETE WORK TO BE PERFORMED BY GENERALCONTRACTOR12SECTION910SECTION01530601" = 30'-0"SCALE :Kyle Zick Landscape Architecture, Inc.36 Bromfield Street Suite 202 617 451-1018 TelBoston, MA 02108AUGUST 2019ASDMMSALEM, MASSACHUSETTSGALLOWS HILLPARKGALLOWS HILL PARK IMPROVEMENTSCITY OF SALEM, MAAS NOTEDACTION Sports Design, LLC.1801 E 51st St, Suite 365-500Austin, TX 92010Toll Free: 1(833)ASD-PARKwww.ActionSportsDesign.comSKATE PARK- SECTIONS / PROFILESSP-4.2 TOP DECKCONCRETESLABTOP DECKCONCRETESLAB6"6"TURNDOWNWALL2'-8 1/2"1SP-5.11SP-5.18SP-5.17SP-5.46SP-5.3CONCRETE STEPS WITHC-CHANNEL STAIR EDGING.WELD C-CHANNELS TO FACEPLATE AT BOTH SIDES OFSTEPS.2'-6 1/4"9'-7 1/4"2'-0"2'-0"2'-0"2'-0"2'-4"8'-0"BANK BEYOND16°9'-5 1/4"E.Q.E.Q.4"1'-9 1/4"7T7TBTTBBBB7TTBB+2.5'+4.5'+0'+0'+0'+4.5'+4.5'+5.5'6T6T6T6T6T-2.75'+3.25'+4.25'+1.0'+1.33'+3.25'+3.25'111010667722111155884499221212131314143315151616171718183'-6"1'-6"2'-0"R4'-0"3'-6"2'-6"5'-5"SHOTCRETEQUARTERPIPE HIPTOP DECK1"6"2'-0"1SP-5.12'-0"1'-6"1'-6"7'-2"17'-4"10SP-5.4BANK9SP-5.15SP-5.1CUSTOM BENTPLATEEDGING5SP-5.4TURNDOWNWALL AT DECK6SP-5.3C-CHANNELLEDGE EDGING6SP-5.42 38" DIA. SLOPEDGRIND RAIL9SP-5.4R6'-0"TOP DECKCONCRETESLABCONCRETE BANK9'-6 1/2"6"2'-6"1 1/2"10'-6 1/2"10 1/2"1 1/2"2'-3 1/2"2'-9"SIGNATURE CAPPED LEDGEFEATURE WITH C-CHANNELLEDGE EDGING AT CAP1SP-5.1TOP DECKCONCRETESLAB17°STAIRS BEYOND16°1 1/2"14'-0"6"1'-4"1 1/2"SIGNATURE CAPPED LEDGEFEATURE WITH C-CHANNELLEDGE EDGING AT CAP1SP-5.1TOP DECKCONCRETESLABBRICK STAMP(HERRING BONEPATTERN ); FLUSHWITH CONCRETEDECK.OPEN TO BEYONDBANK WITHC-CHANNELLEDGE EDGINGWEDGE FEATUREW/ C-CHANNELEDGING2'-0"2'-0"1SP-5.1TOP DECKCONCRETESLAB9°9°1'-6"4'-6"40'-0"RETAININGWALL (BACK OFQUARTER PIPEAND BANK)TOP DECKCONCRETESLAB42" HIGHGUARDRAIL &POSTS1SP-5.1TOP DECKCONCRETESLAB(81) WEDGE ANCHOR WITHTAMPER PROOF NUT, TYP.(DRILLED HOLE MUST AVOIDREBAR)2SP-5.61/8" COLORED METAL PANEL(MEMORIAL PLAQUE SIZE ANDLOCATION TO BE DETERMINEDON LANDSCAPE PLANS)6"6"6"6"SKATE PARK- SECTIONS / PROFILES13--18SECTIONKEY MAPNOTES16SECTIONSECTIONSECTIONSECTION GENERAL NOTES:1.ALL SECTION DIMENSIONS ARE TOP OF CONCRETE FINISH GRADE UNLESS OTHERWISE NOTED.2.DO NOT INCLUDE METAL FABRICATION OFFSET TO OVERALL DIMENSIONS SHOWN IN SECTIONS ANDPROFILES.3.REFER TO SKATEPARK LAYOUT PLAN SHEETS: SP-2.1/ SP-2.2 FOR ACTUAL HORIZONTAL LOCATIONS.4.FINAL GRADE EARTHWORK AND FORMWORK TO REVIEWED AND APPROVED BY STANTEC REPRESENTATIVE.STANTEC RESERVES THE RIGHT TO MAKE FIELD ADJUSTMENTS AS NECESSARY TO FULLFILL THE DESIGNINTENT.5. ALL DIMENSIONS AT BOTTOM OF BOWLS, ENBANKMENTS, TRANSITIONS ARE LOCATED AT THE COLD JOINT.6.DUE TO THE UNIQUE AND SCULPTURAL ASPECTS OF THE SKATEPARK THE LOCATION OF THE DIMENSIONS INTHE SECTIONS NEED TO BE CROSS REFERENCED BY THE SKATEPARK LAYOUT PLAN SHEETS: SP-2.1/ SP-2.2.7.CONTRACTOR SHALL HAVE EXTENSIVE KNOWLEDGE AND EXPERIENCE OF SKATEPARK CONSTRUCTION AND/OR FREEFORM PRECISION CONCRETE FORMING, APPLICATION AND FINISHING TO PROPERLY INTERPRETSECTIONS/ PROFILES.8.METAL FABRICATION NOT SHOWN ON SECTIONS - REFER TO MATERIALS PLAN - METALS AND DETAILS SHEETSFOR TYPE AND LOCATION.CONCRETE GENERAL/SPECIALTY WORK LEGENDCONCRETE WORK TO BE PERFORMED BY SKATE PARKSPECIALTY CONTRACTORCONCRETE WORK TO BE PERFORMED BY GENERALCONTRACTOR1517SECTION01530601" = 30'-0"SCALE :Kyle Zick Landscape Architecture, Inc.36 Bromfield Street Suite 202 617 451-1018 TelBoston, MA 02108AUGUST 2019ASDMMSALEM, MASSACHUSETTSGALLOWS HILLPARKGALLOWS HILL PARK IMPROVEMENTSCITY OF SALEM, MAAS NOTEDACTION Sports Design, LLC.1801 E 51st St, Suite 365-500Austin, TX 92010Toll Free: 1(833)ASD-PARKwww.ActionSportsDesign.comSECTION14SP-4.3 SKATE PARK-CONSTRUCTION DETAILS1231 1/2" = 1'-0"FLATBOTTOM CONCRETE SLAB3" 6"6" REINFORCED CONCRETESLAB1#3 REBAR AT 12" O.C. BOTHWAYS, TYP.2STEEL TROWEL SMOOTH FINISHUNLESS NOTED OTHERWISE.34544" AGGREGATE BASE-REFER TO SPECIFICATIONS590% COMPACTED SUBGRADE21235678"2"2"5"1 1/2" = 1'-0"TOP DECK CONCRETE SLAB3" CLEAR4"45STEEL TROWEL SMOOTH FINISHUNLESS NOTED OTHERWISE1REINFORCED CONCRETE SLAB2#3 REBAR AT 18" O.C. BOTH WAYS,TYP34" AGGREGATE BASE COURSE490% COMPACTED SUBGRADE5FINISH GRADE61/2" TOOLED EDGE76"11/2" = 1'-0"TYPICAL BANK TO WALL1234567899VARIESREFER TOSECTIONS 2"CLR.TYP.VARIESREFER TOSECTIONS5"1'-0"EXPANSION JOINT WITHPOLYURETHANE ELASTOMERICSEALANT, (TYP).1REINFORCED TOP DECK2SMOOTH DOWEL, #4 X 18" @2'-0" O.C. GREASE OR WRAPONEEND, TYP.36" MIN. AGGREGATE BASE-REFERTO SPECIFICATIONS4COMPACTED SUBGRADE- REFERTOSPECIFICATIONS56" SHOTCRETE WALL REBAR #3@ 12" O.C.6RADIUS VARIES REFER TOSECTIONS7EXTENSION REINFORCING: #3 @12" O.C. VERTICAL (CONT.) TYP.#4 @ 12" O.C. HORIZONTAL TYP.8EDGE TREATMENT - REFER TOMATERIALS PLAN FOR TYPE &LOCATION.97VARIESREFER TO SECTIONS1'-0" MIN.1/2" = 1'-0"TYPICAL TRANSITION TO WALL123456789VARIESREFER TO SECTIONEDGE TREATMENT - REFER TOMATERIALSPLAN FOR TYPE & LOCATION1EXPANSION JOINT, (TYP.)2#3 X 18" SMOOTH DOWEL AT 2'-6"O.C., GREASE OR WRAP ONE END3REINFORCED DECK44" MIN. AGGREGATE BASE COURSE(REFERTO SPECIFICATIONS)590% COMPACTED BASE COURSE6SHOTCRETE WALL WITH #3 REBARAT 12" O.C. BOTH WAYS TYP.(REFER TO GEO-TECH REPORT)7BASE OF BOND BEAM TO FOLLOWPROFILES OF DECK8EXTENSION REINFORCING: #3 AT 12"O.C., VERTICAL (CONT), TYP. #4 AT 12"O.C., HORIZONTAL, TYP.94TYP. SHOTCRETE BOWL3/8" = 1'-0"1'-0"123456789101REINFORCED TOP DECK2COPING - REFER TO MATERIALS PLANFOR TYPE & LOCATION.3TYP. TRANSITION BOND BEAM490% COMPACTED SUBGRADE512" AGGREGATE BASE COURSE,SEE NOTE6#4 X 18" SMOOTH DOWEL AT 2'6" O.C.GREASE OR WRAP ONE END7KEY JOINT AT FLATBOTTOM8POINT OF TANGENCY9RADIUS VARIES, REFER TO SECTIONS106" SHOTCRETE TRANSITION WITH #3 REBARAT 12" O.C. BOTH WAYS TYP.5SKAT-WC-CO-04REINFORCED DECKTREAD VARIESTYP. REFER TO PLANS6"1'-0"6" MI N .1% TYP.EXPANSION JOINTCONCRETE STAIR DETAIL3/4" = 1'-0"NOTES:REFER TO PLAN FOR STEP LOCATION.CONTRACTOR TO ADJUST TOP AND BOTTOM TREAD, AND NUMBER OFRISERS AS PER PLAN.ONLY TREADS TO RECEIVE A LIGHT BROOM FINISH.TREAD VARIES TYP. REFER TO PLANS123456789 REINFORCED DECK1#4 REBAR AT 18" O.C. BOTH WAYS2SIMILAR TO TURN DOWN WALL3EXPANSION JOINT44" AGGREGATE BASE COURSE,SEE NOTE590% COMPACTED SUBGRADE6BOND BEAM WITH FOUR (4) #3CONT. REBAR & #3 TIES AT 18" O.C.7#4 X 18" SMOOTH DOWEL AT 2'6" O.C.GREASE OR WRAP ONE END8TREAD, WITH 1/2" TOOLED RADIUS NOSEAND #4 REBAR CONT. REFER TO METALMATERIALS PLAN FOR EDGING MATERIAL.98SKAT-WC-CO-061'-0"TYP. CAST IN PLACE CONCRETE BANK3/8" = 1'-0"1234567891011VAREI S R E F E R TO SE C T I O N S VARIES REFER TO SECTIONS REINFORCED TOP DECK1CONSTRUCTION JOINT2TYP. TRANSITION BOND BEAM, SEEDETAIL 2 THIS SHEET36" CONCRETE CAST IN PLACE BANK WITH #3REBAR AT 12" O.C. BOTH WAYS4RADIUS VARIES REFER TO SECTIONS5POINT OF TANGENCY6KEY JOINT AT BOND BEAM7REINFORCED DECK8#4 X 18" SMOOTH DOWEL AT 2'6" O.C.GREASE OR WRAP ONE END94" AGGREGATE BASE COURSE1090% COMPACTED SUBGRADE119SKAT-WC-CO-03TYP. SHOTCRETE BANK3/8" = 1'-0"11'-0"234567891011REINFORCED TOP DECK1CONSTRUCTION JOINT2TYP. TRANSITION BOND BEAM, SEEDETAIL 2 THIS SHEET390% COMPACTED SUBGRADE44" AGGREGATE BASE COURSE, SEE NOTE5#4 X 18" SMOOTH DOWEL AT 2'6" O.C.GREASE OR WRAP ONE END6REINFORCED DECK7KEY JOINT AT BOND BEAM8POINT OF TANGENCY9RADIUS VARIES REFER TO SECTIONS106" SHOTCRETE BANK WITH #3REBAR AT 12" O.C. BOTH WAYS116SKAT-WC-CO-05BOND BEAM WITH RADIUS EDGE1" = 1'-0"1'-0"1'-0" MIN.3" CLR. TYP.5"2"123456789REINFORCED TOP DECK1SMOOTH DOWEL, #4 X 18" @ 2'-0" O.C.GREASE OR WRAP ONE END, TYP.2BOND BEAM WITH (4) #3 CONT. REBAR &#3 TIES AT 18" O.C.390% COMPACTED SUBGRADE44" AGGREGATE BASE COURSE,SEE NOTE5#3 REBAR @ 12" O.C. BOTH WAYS TYP.6SHOTCRETE WALL7RADIUS VARIES, REFER TO SECTIONS81/8" TOOLED JOINT BOTH SIDES93SKAT-WC-CO-20Kyle Zick Landscape Architecture, Inc.36 Bromfield Street Suite 202 617 451-1018 TelBoston, MA 02108AUGUST 2019ASDMMSALEM, MASSACHUSETTSGALLOWS HILLPARKGALLOWS HILL PARK IMPROVEMENTSCITY OF SALEM, MAAS NOTEDACTION Sports Design, LLC.1801 E 51st St, Suite 365-500Austin, TX 92010Toll Free: 1(833)ASD-PARKwww.ActionSportsDesign.comSP-5.1 #4 BARS @ 12" O.C. (TYP.) MIN. 3BARS PER SIDE TO EXTEND 18"MIN. PAST 90° BEND INTO SLAB /LEDGE WALLSTAIRSLEDGE REBAR TO EXTENDFULLY INTO ADJACENT STAIRSAND TO FOLLOW THE SAMECONFIGURATION AT OPPOSINGSIDEREINFORCED TOP DECK10"1'-0"2"1'-0"CLR. TYP.2"CLR., TYP.5"6"1 1/2"3/4" = 1'-0"SLOPED LEDGE TIED INTO STAIRSADD FURTHER DESCRIPTION HERE123456789103"VARIES REFERTO SECTION VARIES REFER TOSECTIONS (13" MIN. & 24" MAX)FOR GRAPHIC PURPOSES ONLY81 1/2"COPING - REFER TO MATERIALS PLAN FOR TYPE & LOCATION.190% COMPACTED SUBGRADE24" MIN. AGGREGATE BASE- REFER TO SPECIFICATIONS3#4 @ 12" O.C. (TYP.) SUPPORT BARS4REINFORCED TOP DECK5#4 HOOK DOWELS @ 12"6 #4 BARS @ 12"7#4 BARS @ 12" O.C. (TYP.)8#4 BARS @ 12" O.C. (TYP.) MIN. 3 BARS PER SIDE9STEEL TROWEL FINISH1012"#4 BARS @ 12" O.C. (TYP.) MIN. 3 BARS PER SIDE TOEXTEND 18" MIN. PAST 90° BEND INTO SLAB / LEDGEWALLSHOTCRETE ORCAST IN PLACEBANKLEDGE REBAR TO EXTEND FULLY INTO ADJACENTBANK TO FOLLOW THE SAME CONFIGURATION ATOPPOSING SIDEREINFORCED TOP DECK6"1 1/2"1 1/2"3/4" = 1'-0"SLOPED LEDGE TIED INTO BANK123456789108FOR GRAPHIC PURPOSES ONLY10"VARIES REFERTO SECTION VARIES REFER TOSECTIONS (13" MIN. & 24" MAX.)CLR. TYP.COPING - REFER TO MATERIALS PLAN FOR TYPE & LOCATION.1SHOTCRETE /CAST IN PLACE BANK, REFER TO MATERIALS PLAN FOR TYPE &LOCATION.290% COMPACTED SUBGRADE34" MIN. AGGREGATE BASE- REFER TO SPECIFICATIONS4#4 @ 12" O.C. (TYP.) SUPPORT BARS5#4 HOOK DOWELS @ 12"6 #4 BARS @ 12"7#4 BARS @ 12" O.C. (TYP.)8#4 BARS @ 12" O.C. (TYP.) MIN. 3 BARS PER SIDE9STEEL TROWEL FINISH103VARIES1'-0"1'-0"2"CLR. TYP.5"TYP.6"VARIES2"CLR. TYP.2"CLR. TYP.1 1/2"1 1/2"CAPPED GRIND LEDGE TIED TO DECK1/2" = 1'-0"12345678REFER TO SECTIONS910COPING - REFER TO MATERIALSPLAN FOR TYPE & LOCATION.1STEEL TROWEL FINISH2#4 BARS @ 12" O.C. (TYP.) MIN. 3BARS PER SIDE3#4 BARS @ 12" O.C. (TYP.)4 #4 BARS @ 12"5#4 HOOK DOWELS @ 12"6REINFORCED TOP DECK, REFERTO MATERIALS PLAN FOR TYPE &LOCATION.7#4 @ 12" O.C. (TYP.) SUPPORTBARS84" AGGREGATE BASE COURSE990% COMPACTED SUBGRADE10REFER TO SECTIONS SKAT-WC-CO-086RETAINING WALL- EXPANSION JOINT & WATER PROOFING 1 1/2" = 1'-0"12345620'-0"SPACING MAX1-PART (NON-SAG) POLYURETHANECAULKING- COLOR TAN1CONCRETE RETAINING WALL21/2" EXPANSION JOINT W/ SEALER,BOTH SIDES, TYP.31/2" X 18" SPEED DOWEL W/ SLEEVE@ 12" O.C. (TYP.)41/2" X 18" SPEED DOWEL W/ SLEEVE@ 12" O.C. (TYP.)5SPREAD FOOTING IF APPLICABLE65SKAT-WC-JO-08RETAINING WALL UNDER DECK1/2" = 1'-0"1'-0" 2" CLR. 2" CLR.0"10"2'-2"4'-0"1'-0" MIN.10"4"4"1234567812131214156'-0" MIN. LAP5"1 1/2"5 1/2"169WATERPROOFING -ASPHALTICEMULSION, BACK OF WALL ANDBELOW GRADE1#4 DOWELS @ 12" CONT.2AGGREGATE BASE COURSE31'-0" HOOK, TYP.4COMPACTED BASE COURSE5#4 REBAR @ 12" CONT.-T&B6STD. HOOK- EA. END TOP BARS7#5 REBAR @ 12"84" DIA. (MIN.) PERFORATED PVCPIPE ORIENTED DOWN MIN. 1%GRADIENT TO OUTLET VERIFY WITHCIVIL PLANS91011#4 DOWELS @ 16" CONT.12#4 REBAR @ 12" CONT.13GUARDRAIL POST WITH MIN. 12"EMBEDMENT INTO WALL (WHERESPECIFIED ON PLANS)14REINFORCED TOP DECK15STEEL PLATE1610FILTER FABRIC ENVELOPE VERIFYWITH CIVIL PLANS113/4" TO 1-1/2" CLEAN GRAVELVERIFY WITH CIVIL PLANS12" MIN. 12"4SKAT-WC-WAL-111" = 1'-0"TYPICAL BOND BEAM1'-0"1'-0"MIN.2"CLEAR123456781/8" TOOLED JOINT BOTH SIDES1CONCRETE TOP DECK WITH #3 REBARAT 18" O.C. BOTH WAYS2#3 X 18" SMOOTH DOWEL AT 2'-6"O.C., GREASE OR WRAP ONE END34" AGGREGATE BASE COURSE490% COMPACTED SUBGRADE56" SHOTCRETE WALL WITH #3 REBAR AT12" O.C. BOTH WAYS6BOND BEAM WITH (4) #3 CONT. REBAR &#3 TIES AT 18" O.C.7COPING - REFER TO MATERIALS PLANFOR TYPE & LOCATION. FORCONNECTION SEE "STEEL PIPE COPING"DETAIL87Kyle Zick Landscape Architecture, Inc.36 Bromfield Street Suite 202 617 451-1018 TelBoston, MA 02108AUGUST 2019ASDMMSALEM, MASSACHUSETTSGALLOWS HILLPARKGALLOWS HILL PARK IMPROVEMENTSCITY OF SALEM, MAAS NOTEDACTION Sports Design, LLC.1801 E 51st St, Suite 365-500Austin, TX 92010Toll Free: 1(833)ASD-PARKwww.ActionSportsDesign.comSKATE PARK-CONSTRUCTION DETAILSSP-5.2 THICKNESS VARIESSAW-CUT JOINT3" = 1'-0"1/3THICKNESS1/8"SAW-CUTNOTE:FILL JOINT WITH FLEXIBLE POLYURETHANE ELASTOMERIC JOINTSEALANT: SIKAFLEX-1C SL OR EQUAL- COLOR TO MATCH CONCRETESEE NOTE1REINFORCED TOP DECK OR FLATBOTTOM11SKAT-WC-JO-041'-0"MIN. TYP.6" TYP. 2" TYP.CONSTRUCTION JOINT AT FLATBOTTOM1 1/2" = 1'-0"1234561/8" TOOLED JOINT BOTHSIDES19" RIBBED CENTERBULBWATERSTOP BY JPSPECIALTIES2#4 X 18" SMOOTH DOWEL AT2'-6" O.C., GREASE OR WRAPONE END3REINFORCED TOP DECK ORFLATBOTTOM44" AGGREGATE BASE COURSE,SEE NOTE590% COMPACTED SUBGRADE62SKAT-WC-JO-011'-0"MIN. TYP.5" TYP. 3" TYP.CONSTRUCTION JOINT AT DECK1 1/2" = 1'-0"134561/8" TOOLED JOINT BOTHSIDES19" RIBBED CENTERBULBWATERSTOP BY JPSPECIALTIES2#4 X 18" SMOOTH DOWEL AT2'-6" O.C., GREASE OR WRAPONE END3REINFORCED TOP DECK ORFLATBOTTOM44" AGGREGATE BASE COURSE,SEE NOTE590% COMPACTED SUBGRADE63SKAT-WC-JO-021" = 1'-0"TURNDOWN WALL ADJ TO GRADE18" MIN. 24" MAX.8" TO 12"8" TO 12"2" MIN. 12" MAX. #3 REBAR 1'-0"O.C. TYP.2'-0"8"6"123REINFORCED TOP DECK / CAST INPLACE BANK / SHOTCRETE BOWL1(2) #4 [#13] @ TOP & BOTTOM2FINISH GRADE372'-0"8"1'-0" 5" 5" 3"1" = 1'-0"TURNDOWN WALL ADJ. TO DECK12345678REINFORCED TOP DECK (SECOND POUR)1REINFORCED TOP DECK (FIRST POUR)22-#4 CONT. AT BOTTOM34" MIN. AGGREGATE BASE- REFER TOSPECIFICATIONS4 90% COMPACTED SUBGRADE5 #4 REBAR 1'-0" O.C. TYP.6 REBAR #4 @ 12" O.C. BOTH WAYS7REBAR TOP & BOTTOM81'-0"VARIES REFER TO SECTIONS MIN.MIN.1'-0"1'-0"6VARIES REFER TO SECTIONSVARIES REFER TO SECTIONSPER PLAN1234562789CONSTRUCTION JOINT AT FLATBOTTOM1REINFORCED FLATBOTTOM24" MIN. AGGREGATE BASE- REFER TO SPECIFICATIONS390% COMPACTED SUBGRADE- REFER TO SPECIFICATIONS4SMOOTH DOWEL, #4 X 18" @ 2'-0" O.C. GREASE ORWRAP ONE END, TYP.5CONSTRUCTION JOINT AT FLATBOTTOM6RADIUS VARIES, REFER TO SECTIONS76" SHOTCRETE BANK WITH REBAR #3 @ 12" O.C.BOTH WAYS, TYP.8RADIUS VARIES, REFER TO SECTIONS91'-0"1/2" = 1'-0"TYPICAL CONCRETE WATER FALL81'-0"MIN. TYP.6" TYP. 2" TYP.CONSTRUCTION JOINT AT 5" TO 6"1 1/2" = 1'-0"134561/8" TOOLED JOINT BOTHSIDES19" RIBBED CENTERBULBWATERSTOP BY JPSPECIALTIES2#4 X 18" SMOOTH DOWEL AT2'-6" O.C., GREASE OR WRAPONE END3REINFORCED TOP DECK ORFLATBOTTOM44" AGGREGATE BASE COURSE,SEE NOTE590% COMPACTED SUBGRADE65"TYP.3"TYP.5SKAT-WC-JO-03EXPANSION JOINT AT FLATWORK3" = 1'-0"1"MIN.1/2"MIN.1/4"MIN.12SEE NOTE # 1NOTE:1.FILL JOINT WITH FLEXIBLE POLYURETHANEELASTOMERIC JOINT SEALANT:SIKAFLEX-1C SL OR EQUAL- COLOR TOMATCH CONCRETE.2.MINIMUM CAULKING THICKNESS WITHBOND BREAKER IN PLACE IS 1/4"31/8" TOOLED RADIUSBOTH SIDES, TYP.1BOND BREAKERMEMBRANE2#4 X 18" SMOOTH DOWELAT 2'-6"O.C., GREASE OR WRAPONE END34SKAT-WC-JO-05Kyle Zick Landscape Architecture, Inc.36 Bromfield Street Suite 202 617 451-1018 TelBoston, MA 02108AUGUST 2019ASDMMSALEM, MASSACHUSETTSGALLOWS HILLPARKGALLOWS HILL PARK IMPROVEMENTSCITY OF SALEM, MAAS NOTEDACTION Sports Design, LLC.1801 E 51st St, Suite 365-500Austin, TX 92010Toll Free: 1(833)ASD-PARKwww.ActionSportsDesign.comSKATE PARK-CONSTRUCTION DETAILSSP-5.3 3/16"1/2" = 1'-0"ROUND COPINGNOTE:1.WELD & GRIND SMOOTH END CAPS WHERE PIPE ENDS AREEXPOSED. NO OPEN PIPES, OR CONCRETE FILLED CAPS WILLBE ACCEPTED.12345COPING - REFER TO MATERIALSPLAN FOR TYPE & LOCATION.11/4" TOOLED JOINT - CONTINUOUSALONG TOP & BOTTOM OFCOPING, FILL WITHPOLYURETHANE ELASTOMERICSEALANT, TYP.24" X 3/8" MIN. HOOK ANCHOR ORNELSON STUD @ 18" O.C. WELDEDTO COPING.3REINFORCED TOP DECK4SHOTCRETE WALL5TYP.1/4"1/4"21" = 1'-0"COPING SUPPORTPLANSECTION123456234REINFORCED TOP DECK1COPING - REFER TO MATERIALS PLAN FOR TYPE &LOCATION. FOR CONNECTION SEE "STEEL PIPE COPING"DETAIL2#4 REBAR SUPPORT, WELDED TO THE LOWER BACK SIDEOF THE COPING36" DIA. X 8" CONCRETE FOOTING4SHOTCRETE WALL5PLACE COPING CONSTRUCTION SUPPORT @ 4'-0"' O.C. MIN.ALONG COPING630°45°31232"6"TYP.2"3" = 1'-0"6" C-CHANNEL EDGING FOR LEDGES43PLANSECTION4556671.5"3/8"2 1/2"8CANTILEVER(TYP.)9CONCRETE LEDGE1RADIUS 1/2"23" X 1/2" MIN. HOOKANCHOR OR NELSON STUD @ 16" O.C.3C6 X 8.2 STEEL CHANNEL41/8" ROUTED RADIUS51/ 8" TOOLED JOINT,CONTINUOUS ALONG PLATE6GRIND SMOOTH72" X 4" MOUNTING BRACKET / WELD TAB WITH 1/2 Ø " X 2 -1/2"CONCRETE ANCHOR @ 2'-0" O.C.81/2" X 2 -1/2" CONCRETE ANCHOR9103" X 1/ 2" MIN. HOOK ANCHOR OR NELSON STUD @ 1'- 4" O.C.1011#4 CONT.116GG3/16"N.T.STYPICAL COPING JOINTSCORNERSPLICEEND11123GRINDSMOOTHCOPING1UTILIZE HANDRAIL COUPLERS@ JOINT FOR WELD BACK UP2END CAP343" = 1'-0"BENT PLATE123414" THK. BENT PLATE, BANK ANGLEVARIES. REFER TO SECTION11/8" TOOLED JOINT - CONTINUOUSALONG TOP & BOTTOM OF COPING, FILLWITH POLYURETHANE ELASTOMERICSEALANT, TYP.24" X 3/8" MIN. HOOK ANCHOR ORNELSON STUD @ 12" O.C.3SHOTCRETE BANK/ TRANSITION4PER PLANPER PLANRADUIS 12"316"TYP.53" = 1'-0"6" FACEPLATE COPING AT STEPS 6"1/4"TYP.3/16"12341/4" x 4" STEEL PLATE11/ 8" TOOLED JOINT, CONTINUOUSALONG PLATE (TOP & BOTTOM) FILLWITH POLYURETHANE ELASTOMERICSEALANT, TYP.2CONCRETE STEP34" X 3/8" MIN. ANCHOR BOLT ORNELSON STUD STAGGERED @ 6" O.C.WELDED TO PLATE411'-0" TYP.CONCRETE SLAB E.Q.E.Q.CL3" MIN.1'-4"2"3" MIN 2" X 2" SQUAREVERTICAL FLAT RAILUSE RAIL/POST COMBINATIONS SHOWN2" X 6" SQUAREUNLESS OTHERWISE NOTED.RAILPOSTrail/post chart2-3/8" O.D. ROUNDRAILROUND PIPE RAILPOSTX-X2'-0"2'-0" 1" CLR.1" CLR.2-3/8" O.D. ROUNDGRIND WELDS SMOOTH.1/2" = 1'-0"TYPICAL RAIL FOOTINGADD FURTHER DESCRIPTION HERE1234567CONTINUOUS TOP RAIL, VARIESREFER TO SKATE PARK MATERIALSPLAN FOR TYPE & LOCATION,WELD END PLATE, GRIND SMOOTH1REINFORCED TOP DECK WITH CONTINUOUSDECK REINFORCING2POSTS TO BE SURROUNDED BYREINFORCEMENT, SEE X-X3#3 x 4" REBAR, THROUGH OR WELDED TOPOST4STEEL POST, REFER TO RAIL / POST CHART54" MIN. AGGREGATE BASE- REFER TOSPECIFICATIONS690% COMPACTED SUBGRADE72'-0"3/ 16"91/2" = 1'-0"SLOPED STEEL RAIL SECTIONLCLCLC9" 3" MIN. VAR I E S REFER TO VERTICAL REFERENCE PLAN & SECTIONS VARIES REFER TOSECTIONS FOREXACTPLACEMENTEQUALLY SPACEDEQUALLY SPACEDREFER TOSECTIONS FOREXACTPLACEMENT12349SP-5.456RAIL - REFER TO MATERIALS PLANFOR TYPE & LOCATION.1POST - REFER TO SKATE RAIL ANDFOOTING DETAIL FOR TYPE.2REINFORCED TOP DECK3#4 BARS AT 8" O.C.44" AGGREGATE BASE- REFERTO SPECIFICATIONS590% COMPACTED SUBGRADE610LCLC12345620"3" MIN REFER TOVERTICALREFERENCEPLAN &SECTIONSVARIES EQUALLY SPACEDREFER TO SECTIONSFOR EXACT PLACEMENT3/4" = 1'-0"FLAT STEEL RAIL SECTION78RAIL - REFER TO MATERIALS PLANFOR TYPE & LOCATION.1WELD END PLATE AT ENDS, GRINDSMOOTH.2POST - REFER TO SKATE RAIL ANDFOOTING DETAIL FOR TYPE3REINFORCED TOP DECK4REFER TO TYP. RAIL FOOTING DETAILFOR REINFORCEMENT5#4 BARS AT 8" E.W. @ RAIL64" AGGREGATE BASE- REFER TOSPECIFICATIONS790% COMPACTED SUBGRADE89SP-5.486" C CHANNEL EDGING FOR STAIRS1231 7/8"6"TYP.2"43PLANSECTION4556671 7/8"9108CONCRETE LEDGE1RADIUS 1/2"23" X 1/2" MIN. HOOKANCHOR OR NELSON STUD @ 16" O.C.3C6 X 8.2 STEEL CHANNEL41/8" ROUTED RADIUS51/ 8" TOOLED JOINT,CONTINUOUS ALONG PLATE6GRIND SMOOTH7STITCH WELD ONE INCH EVERY 4"83" X 1/ 2" MIN. HOOK ANCHOR ORNELSON STUD @ 1'- 4" O.C.9#4 CONT.107Kyle Zick Landscape Architecture, Inc.36 Bromfield Street Suite 202 617 451-1018 TelBoston, MA 02108AUGUST 2019ASDMMSALEM, MASSACHUSETTSGALLOWS HILLPARKGALLOWS HILL PARK IMPROVEMENTSCITY OF SALEM, MAAS NOTEDACTION Sports Design, LLC.1801 E 51st St, Suite 365-500Austin, TX 92010Toll Free: 1(833)ASD-PARKwww.ActionSportsDesign.comSKATE PARK-CONSTRUCTION DETAILSSP-5.4 PT= POINT OF TANGENCYVARIES REFER TO SECTIONSVARIES REFER TO SECTIONS1"VARIESREFER TOSECTIONSVARIESREFER TOSECTIONS6"ISOMETRIC VIEWSECTION1POINT OF INTERSECTION,DRAW A PERMANENT PLUMBLINE ON BOTH SIDES OF THETEMPLATE TO INDICATE THEPOINT OF INTERSECTION234POINT OF TANGENCY, DRAW APERMANENT PLUMB LINE ON BOTHSIDES OF THE TEMPLATE TO INDICATETHE POINT OF TANGENCY56786"7623513/8" = 1'-0"BANK STOP FORMREINFORCED BANK (BEYOND)12" x 3/4" x 12" WOOD FORM STAKE [TYP.]2KEY JOINT AT FLATBOTTOM, END OFTEMPLATE SHALL LINE UP WITH THE KEYJOINT3REINFORCED FLAT BOTTOM43/4" x 6" PLYWOOD5"V" NOTCH FOR REBAR6KEY JOINT AT BOND BEAM, END OFTEMPLATE SHALL LINE UP WITH THE KEYJOINT7REINFORCED TOP DECK81VARIES REFER TO SECTIONSPT= POINT OF TANGENCYVARIES REFER TO SECTIONSVARIESREFER TOSECTIONS1234567POINT OF INTERSECTION, DRAW APERMANENT PLUMB LINE ON BOTHSIDES OF THE TEMPLATE TOINDICATE THE POINT OFNTERSECTION896"7246810ISOMETRIC VIEWSECTIONN.T.STRANSITION STOP FORMREINFORCED TRANSITION(BEYOND)12" x 3/4" x 12" WOOD FORM STAKE [TYP.]2POINT OF TANGENCY, DRAW APERMANENT PLUMB LINE ON BOTHSIDES OF THE TEMPLATE TO INDICATETHE POINT OF TANGENCY3KEY JOINT AT FLATBOTTOM, END OFTEMPLATE SHALL LINE UP WITHTHE KEY JOINT4REINFORCED FLAT BOTTOM53/4" x 6" PLYWOOD6"V" NOTCH FOR REBAR7KEY JOINT AT BOND BEAM, END OFTEMPLATE SHALL LINE UP WITHTHE KEY JOINT8REINFORCED TOP DECK9COPING - REFER TO MATERIALS PLANFOR TYPE & LOCATION. FORCONNECTION SEE "STEEL PIPE COPING"DETAIL1031/2" = 1'-0"SKATE PARK SIGN DETAIL1'-2" 1'-5"3'-6"3'-6" 2'-5"1'-1"7" 8'-5"2'-9"1'-0"TYP.12345ELEVATION3"1"451FINISH: GALVANIZED11" X 1/ 4" STEEL, WELD TO STEEL TUBE.242" x 33" METAL SIGN IN .080 GAUGE ANCHOREDON STEEL PLATE WITH TAMPER-PROOF BOLTS.31" X 1/4" STEEL, WELD TO STEELTUBE.43" DIA. TUBULAR STEEL POST.5R 1 ' - 8 "410"8"6" MIN.MIN. 2-3/4" MAX. 3-1/2"NOTE:10" ROUND STRAINER WITHSQUARE OPENINGSDRAIN INLET ENLARGEMENT1 1/2" = 1'-0"DRAIN INLET DETAILZURN Z415B-100 FLOOR DRAINWITH CAST IRON BODY, BOTTOMOUTLET & CUSTOM 8" ADJUSTABLE"TYPE B" STAINLESS STEELSTRAINER, OR APPROVED EQUAL.SLOPE TO DRAINSLOPE TO DRAIN120.5% MIN. SLOPE345676" MIN. VARIES 2'-0" MIN.16SLOPE TO DRAINSLOPE TO DRAIN8910111213131410"REFER TO DRAIN INLETENLARGEMENT4" MIN. AGGREGATE BASE- REFER TOSPECIFICATIONS190% COMPACTED SUBGRADE2(IE) INVERT ELEVATION, AS SHOWN ONPLANS3LONG RADIUS ELBOW OR TEE ASREQUIRED, ONLY USE SHORT RADIUSELBOWS FOR TIGHT CLEARANCES46" SDR-35 DRAINLINE.5REINFORCED FLATBOTTOM6(RE) RIM ELEVATION, AS SHOWN ONPLANS7WARRENS TERRABOND FILTER FABRICPLACED ADJACENT AND AROUNDPERFORATED PIPE86" PERFORATED PVC, SDR-35 DRAINLINE.9SLP X#THRD ADAPTER (PERMANUFACTURER)10CAST IRON BODY W/ BOTTOM OUTLET& ADJUSTABLE "TYPE B" POLISHEDNICKEL BRONZE STRAINER11CONCRETE FLAT-BOTTOM SLAB.12POLISHED NICKEL BRONZE TOP, (TYP).13SCREWS1462" X 2"2"3"3" X 3"3-1/2"HSS 3.000 x 3.000 x 0.1875 HSS 2.000 x 2.000 x 0.1875HSS 2.375 x 0.1875HSS 3.500 x 0.1875HSS 4.000 x 0.18753-1/2" X 3-1/2"HSS 3.500 x 3.400 x 0.18752" X 3"HSS 2.000 x 3.000 x 0.18752" X 8"HSS 2.000 x 8.000 x 0.18752-1/2" X 4"HSS 2.500 x 4.000 x 0.18752-1/2"HSS 2.875 x 0.1875HSS 2.000 x 6.000 x 0.18752" X 6"HSS 3.000 x 5.000 x 0.18753" X 5"6.35cm x 10.16cm x 4.76mm5.08cm x 20.32cm x 4.76mm5.08cm x 15.24cm x 4.76mm5.08cm x 7.62cm x 4.76mm7.62cm x 12.70cm x 4.76mm6.03cm x 4.76mm8.89cm x 8.89cm x 4.76mm7.62cm x 7.62cm x 4.76mm5.08cm x 5.08cm x 4.76mm10.16cm x 4.76mm8.89cm x 4.76mm7.30cm x 4.76mm3-1/2" X 3-1/2"3" X 3"3-1/2"2" X 2"2-1/2"2"3"3" X 5"2" X 6"2-1/2" X 4"2" X 8"2" X 3"HSS 4.500 x 0.18754"4"11.43cm x 4.76mm4" X 4"10.16cm x 10.16cm x 4.76mmHSS 4.000 x 4.000 x 0.18754" X 4"STEEL SHAPES CHARTN.T.S.STEEL SHAPES CHARTNOTE:ALL HOLLOW STRUCTURAL SECTIONS (HSS) TO BE ASTM A-500 GRADE21" = 1"SKATE PARK SIGN TEXT1.THE SKATE PARK IS A SKATE-AT-YOUR-OWN RISKFACILITY. THIS IS A NON-SUPERVISED FACILITYDESIGNED FOR SKATEBOARDING (34" MAXIMUMLENGTH) AND IN-LINE SKATING (NO SPEED SKATES)ONLY.2.SKATEBOARDING AND IN-LINE SKATING ARE HIGHRISK ACTIVITIES. PROTECTIVE EQUIPMENT SHOULDBE USED AT ALL TIMES. USE OF THIS PARK MAYEXPOSE THE USER TO SERIOUS INJURY INCLUDINGBROKEN BONES, PARALYSIS OR DEATH.3.INSPECT THE SKATING SURFACES BEFORE YOUBEGIN, AND REMOVE ANY TRASH, DEBRIS OROBJECTS THAT MAY PREVENT A SMOOTH , SAFERIDE. DO NOT SKATE IF THERE IS DAMAGE TO THESKATING SURFACE. REPORT ANY FACILITY DAMAGEIMMEDIATELY TO THE4.KNOW YOUR ABILITY AND SKATE ACCORDINGLY.5.NO SKATING WHEN WET, RAINING OR DURINGROUTINE MAINTENANCE PERIODS.6.BICYCLES, MOTORIZED VEHICLES, GO-PEDS,ROLLERSKATES, OR OTHER WHEELED DEVICES ARENOT PERMITTED IN THE SKATE PARK.7.THIS IS A NON-ACCESSIBLE FACILITY.ADDITIONAL RAMPS, JUMPS OR OBSTACLES ARE NOTALLOWED IN THE SKATE PARK. NO MODIFICATIONSTO THE SKATING SURFACE OR FEATURES AREALLOWED. NO SKATING ON PARK STRUCTURES NOTSPECIFICALLY DESIGNED FOR THAT PURPOSE.8.SKATE PARK HOURS OF OPERATION: DAWN TO DUSK.9.SKATING ALLOWED ONLY DURING POSTED PARKHOURS.10.FOOD, BEVERAGES, & SMOKING PROHIBITED INSIDETHE SKATE PARK.11.ORGANIZED EVENTS REQUIRE THE PRIOR APPROVALOF THE12.NO SKATING ON CURBS, DRIVEWAYS, OR PARKINGLOTS.13.THIS IS A DRUG-FREE/ ALCOHOL FREE RECREATIONAREA.14.ABUSIVE, PROFANE OR FOUL LANGUAGE, ORAGGRESSIVE BEHAVIOR WILL NOT BE TOLERATED.15.NO PETS ALLOWED IN THE SKATE PARK.16.FAILURE TO ADHERE TO SKATE PARK AND PARKREGULATIONS CAN RESULT IN LOSS OF FACILITYPRIVILEGES AND/ OR CITATION.5Kyle Zick Landscape Architecture, Inc.36 Bromfield Street Suite 202 617 451-1018 TelBoston, MA 02108AUGUST 2019ASDMMSALEM, MASSACHUSETTSGALLOWS HILLPARKGALLOWS HILL PARK IMPROVEMENTSCITY OF SALEM, MAAS NOTEDACTION Sports Design, LLC.1801 E 51st St, Suite 365-500Austin, TX 92010Toll Free: 1(833)ASD-PARKwww.ActionSportsDesign.comSKATE PARK-CONSTRUCTION DETAILSSP-5.5 Kyle Zick Landscape Architecture, Inc.36 Bromfield Street Suite 202 617 451-1018 TelBoston, MA 02108AUGUST 2019ASDMMSALEM, MASSACHUSETTSGALLOWS HILLPARKGALLOWS HILL PARK IMPROVEMENTSCITY OF SALEM, MAAS NOTEDACTION Sports Design, LLC.1801 E 51st St, Suite 365-500Austin, TX 92010Toll Free: 1(833)ASD-PARKwww.ActionSportsDesign.comSKATE PARK-CONSTRUCTION DETAILSSP-5.61" = 1'-0"GUARDRAIL &POST3'-6"VARIES, 4'-0" MAX O.C.2" STEEL TUBENOTES:1.CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR FINAL APPROVAL BEFOREFABRICATION.2.ALL METAL SHALL TO BE HOT-DIPPED GALVANIZED.3.ALL WELDS TO BE PERFORMED IN THE SHOP. NO ON-SITE WELDING OR COLDGALVANIZING IS ALLOWED.1234" [10.16cm] SQ.1'-4"1'-4"6"4"TOP DECK F.S.1/2" [12.70mm] X 2-1/4" [5.72cm]CONC.ANCHOR TYP.14" [10.16cm] X 4" [10.16cm] X 1/4"[6.35mm] STEEL PLATE22" X 2" STEEL TUBE3EQUALLY SPACED133" = 1'-0"METAL PANEL - WEDGE ANCHOR DETAILSECTION571CONCRETE LEDGE11/8" COLORED METAL PANEL; GRAPHICFILE WILL BE PROVIDED BY LANDSCAPEARCHITECT2TAMPER-PROOF SECURITY NUT(ZAMACK TRIDENT NUT, OR SIMILAR;CONTRACTOR TO SELECT PRODUCTDIMENSION TO WITHSTAND LOAD OFMETAL PANELS)3HAMMER-DRILLED HOLE; MINIMUMEMBEDMENT OF WEDGE ANCHOR MUSTMATCH PRODUCT INSTRUCTIONS(HOLE MUST BE CLEANED WITH WIREBRUSH TO REMOVE ALL CONCRETEDUST)54WEDGE ANCHOR; CONTRACTOR MUSTSELECT APPROPRIATE ANCHOR TOWITHSTAND LOAD OF METAL PANEL4NOTE: ENSUREHAMMER-DRILLED HOLES DONOT INTERSECT WITH ANYREBAR WITHIN CONCRETE.6MIN. 1/8" GAP BETWEEN METALPANEL AND CONCRETE FACE TOALLOW FOR EXPANSION.68" x 8" x 1/2" WEATHER RESISTANTFIBRE EXPANSION JOINT WITHDRILLED HOLE FOR WEDGEANCHOR TO PASS THROUGH722