Document Salem_doc_8e5bcc94de

Kyle Zick Landscape Architecture, Inc. 36 Bromfield Street Suite 202 [PHONE REDACTED] Tel Boston, MA 02108 AUGUST 7, 2019 RB KZ SALEM, MASSACHUSETTS GALLOWS HILL PARK GALLOWS HILL PARK IMPROVEMENTS CITY OF SALEM, MA L-0 AS SHOWN GALLOWS HILL PARK RENOVATION - SKATE PARK SALEM, MASSACHUSETTS D R A W I N G L I S T LANDSCAPE : COVER SHEET SD-1 SITE PREPARATION PLAN L-1 LANDSCAPE PLAN Kyle Zick Landscape Architecture, Inc. 36 Bromfield Street, Suite 202 Boston, MA 02108 [PHONE REDACTED] Tel www. kylezick.com AUGUST 1, 2019 LOCUS MAP PROJECT SITE PREPARED BY: CONSTRUCTION DOCUMENTS COVER L-0 MANSELL PARKWAY WITCH HILL ROAD SLB Group, LLC 14 Thompson Court Stoughton, MA 02072 [PHONE REDACTED] Tel Action Sports Design, LLC 1801 E 51st Street, Suite 365-500 Austin, TX 78723 [PHONE REDACTED] Tel Joseph Sarkisian & Associates, Inc. 6 Hosmer Street Watertown, MA 02472 [PHONE REDACTED] Tel NOTES L-0A GALLOWS HILL PARK Meridian Associates 500 Cummings Center Beverly, MA 01915 [PHONE REDACTED] Tel EX EXISTING CONDITION PLAN SKATEPARK : SP-0.1 SKATE PARK-NOTES C-0.1 SITE-GENERAL & GRADING NOTES SP-1.1 SKATE PARK-FEATURE PLAN SP-1.2 SKATE PARK-CONCRETE FOUNDATION PLAN SP-1.3 SKATE PARK-CONCRETE MATERIAL PLAN SP-1.4 SKATE PARK-METAL MATERIAL PLAN SP-1.5 SKATE PARK-JOINTING PLAN SP-1.7 SP-1.8 SP-2.1 SP-2.2 SKATE PARK-LAYOUT PLAN SP-3.1 SKATE PARK-GRADING & DRAINAGE PLAN SP-4.1 SP-4.2 SP-4.3 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-5.5 SKATE PARK-CONSTRUCTION DETAILS SP-5.6 SKATE PARK-CONSTRUCTION DETAILS SKATE PARK-SECTIONS/PROFILES SKATE PARK-SECTIONS/PROFILES SKATE PARK-LAYOUT PLAN SKATE PARK-METAL COLOR PLAN SKATE PARK-CONCRETE COLOR PLAN SITE ---PAGE BREAK--- Kyle Zick Landscape Architecture, Inc. 36 Bromfield Street Suite 202 [PHONE REDACTED] Tel Boston, MA 02108 AUGUST 7, 2019 RB KZ SALEM, MASSACHUSETTS GALLOWS HILL PARK GALLOWS HILL PARK IMPROVEMENTS CITY OF SALEM, MA L-0A AS SHOWN NOTES ---PAGE BREAK--- Kyle Zick Landscape Architecture, Inc. 36 Bromfield Street Suite 202 [PHONE REDACTED] Tel Boston, MA 02108 AUGUST 7, 2019 RB KZ SALEM, MASSACHUSETTS GALLOWS HILL PARK GALLOWS HILL PARK IMPROVEMENTS CITY OF SALEM, MA EXISTING CONDITIONS PLAN EX 1"=40'-0" 0 40 20 80 FT. · ---PAGE BREAK--- Kyle Zick Landscape Architecture, Inc. 36 Bromfield Street Suite 202 [PHONE REDACTED] Tel Boston, MA 02108 AUGUST 7, 2019 RB KZ SALEM, MASSACHUSETTS GALLOWS HILL PARK GALLOWS HILL PARK IMPROVEMENTS CITY OF SALEM, MA SITE PREPARATION PLAN SD-1 1"=30'-0" 0 30 15 60 FT. SKATE PARK IMPROVEMENTS ---PAGE BREAK--- Kyle Zick Landscape Architecture, Inc. 36 Bromfield Street Suite 202 [PHONE REDACTED] Tel Boston, MA 02108 AUGUST 7, 2019 RB KZ SALEM, MASSACHUSETTS GALLOWS HILL PARK GALLOWS HILL PARK IMPROVEMENTS CITY OF SALEM, MA LANDSCAPE PLAN L-1 1"=10'-0" SKATE PARK IMPROVEMENTS 0 30 15 60 FT. ---PAGE BREAK--- COVER SHEET RYAN BRENNAN MEMORIAL SKATEPARK SUBMITTALS GENERAL 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 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 [PHONE REDACTED] Tel Boston, MA 02108 AUGUST 2019 ASD MM SALEM, MASSACHUSETTS GALLOWS HILL PARK GALLOWS HILL PARK IMPROVEMENTS CITY OF SALEM, MA AS NOTED ACTION Sports Design, LLC. 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 PLAN SP - 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 ---PAGE BREAK--- 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 SITE CLASS SEISMIC: SEISMIC USE GROUP SPECTRAL RESPONSE: Sd1 = 10.9 Sds = 25.2 SKATE PARK-STRUCTURAL NOTES 1. SPECIAL STRUCTURAL INSPECTION 1.1 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 > 2,500 1.1.2 BOLTS INSTALLED IN CONCRETE: DURING INSTALLATION OF EMBEDDED BOLTS IN CONCRETE AND DURING 1.1.3 REINFORCING STEEL: DURING PLACING OF REINFORCING STEEL, FOR ALL CONCRETE REQUIRED TO HAVE SPECIAL 1.1.4 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 SPECIAL 3. REINFORCING 3.1 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 SPLICE 4. STRUCTURAL STEEL 4.1 ASTM A-36 FOR C, MC, ANGLES, AND PLATES. 4.2 ASTM A-53 GRADE B OR A-501 FOR STEEL PIPES 4.3 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 WELDING 5.2 WELDING RODS TO BE LOW HYDROGEN TYPE, E70 SERIES, PER AWS D1.1 TYPICALLY EXCEPT E-6010 SERIES FOR STEEL 5.3 FIELD INDICATED WELDS MAY BE DONE IN SHOP & SHOP INDICATED WELDS MAY BE DONE IN FIELD ONLY IF SUBMITTED 6. SUPPLEMENTARY NOTES 6.1 THESE CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE 6.2 REINFORCING OR THREADED RODS DRILLED AND EPOXIED INTO EXISTING CONCRETE AS DETAILED ON THE DRAWINGS 6.3 INSTALLATION OF EPOXIED DOWELS SHALL FOLLOW THE STRICT RECOMMENDATIONS OF THE MANUFACTURER AND THE 6.4 INSTALLATION SHALL FOLLOW THE STRICT RECOMMENDATIONS OF THE MANUFACTURER AND THE APPLICABLE ICBO 6.5 ANY ENGINEERING DESIGN PROVIDED BY CONTRACTOR OR OTHERS AND SUBMITTED FOR REVIEW SHALL BE BY AN PSI, 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. FOUNDATIONS DEVICES AS MANUFACTURED BY ERICO PRODUCTS, INC. (ICBO #3967) OR EQUIVALENT MAY BE USED. DEVICES SELECTED SHALL DEVELOP 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 CURRENT EXPERIENCE IN TYPE OF WELD CALLED FOR. THE CONTRACTOR SHALL SUBMIT WELDING CERTIFICATES FOR EACH WELDER SHEET 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, MEANS AND METHODS, BRACING, SHORING, FORMS, SCAFFOLDING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER 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 DESIGN REPORT. CONTRACTOR SHALL HAVE APPROPRIATE ICBO REPORT ON-SITE DURING ALL INSTALLATIONS. APPLICABLE ICBO REPORT AND HAVE A MINIMUM 9 DIAMETERS EMBEDMENT SUBMITTED. STRUCTURAL INSPECTIONS. SKATE PARK-GENERAL CONSTRUCTION NOTES SLUMP CONTENT 480 (POUNDS) (INCHES) MIN. CEMENT 4" AGGREGATE SIZE (INCHES) MAX. 1" 2. CONCRETE WORK 2.5 CONCRETE MIX DESIGN - CAST-IN-PLACE 3" AT SURFACES POURED AGAINST EARTH STRENGTH (PSI) 4000 MIN. 28-DAY 2.20 ALL REBAR SHALL BE COLD BENT. 2.6.1 ACI STANDARD 506, LATEST EDITION, "SPECIFICATION FOR MATERIALS, PROPORTIONING AND APPLICATION OF 2.15 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 WEATHER COMPRESSIVE 2.18 MAKE HOOKS ACI 318-99 STANDARD HOOKS UNLESS OTHERWISE NOTED. PROVIDE 135 DEGREE MINIMUM 2.19 MAKE LAPS CONTACT SPLICES, DEVELOPMENT HOOK EMBEDMENT PER ACI 318-99, UNLESS 2.5.1 PROVIDE MIX DESIGNS THAT WILL MEET THE MINIMUM REQUIREMENTS LISTED BELOW. INCREASE CEMENT 2.1 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. WHERE 1.5.3 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 CONSTRUCTION 1.3 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 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. AGGREGATES ARE POTENTIALLY REACTIVE, USE LOW ALKALI CEMENT. 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. 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 WELDING WITHOUT 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 NOT 2.6.2 MIX DESIGNS FOR SHOTCRETE CONTAINING FLY ASH SHALL BE BY AN INDEPENDENT TESTING LABORATORY. ONLY 2.10 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 WHILE 2.12 CONDUITS, PIPES, AND SLEEVES EMBEDDED IN CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF IBC SECTION 2.21 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 ALL BE IN CONTACT WITH ALUMINUM. ASTM C618 CLASS F FLY ASH SHALL BE USED. THE AMOUNT OF FLY ASH USED SHALL NOT EXCEED 20 PERCENT BY WET, SHALL HAVE A WATER CEMENT RATIO NOT EXCEEDING 0.53 BY WEIGHT AND SHALL CONTAIN ENTRAINED AIR AS PER ACI 1906. 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 BAR 2.16 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 BE GEO-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 CEMENT 4000 MIN. 28-DAY STRENGTH (PSI) COMPRESSIVE 600 MIN. CEMENT CONTENT (POUNDS) 2" (PERCENT) ENTRAINING SIZE (INCHES) AGGREGATE 3/8" MAX. 3-5% MAX. AIR 2.6 CONCRETE MIX DESIGN - SHOTCRETE REINFORCING 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 GALLON COMPLETE. FINAL CURING SHALL CONTINUE FOR SEVEN DAYS AFTER PLACEMENT AND SHALL CONSIST OF APPLICATION CONDITION. FOR INITIAL CURING, CONCRETE SHALL BE KEPT CONTINUOUSLY MOIST FOR 24 HOURS AFTER PLACEMENT IS STRUCTURAL POURS OVER 50 CUBIC YARDS OF CONCRETE. HISTORICAL DATA SHALL BE SUBMITTED AND APPROVED 2.8 CONCRETE CYLINDERS SHALL BE TAKEN AND TESTED PER THE CODE BY AN INDEPENDENT TESTING LABORATORY FOR PRIOR 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 IF NECESSARY. 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 AFTER THE PROJECT IS ACCEPTED AS COMPLETE. 1.7 THE METRIC EQUIVALENT DIMENSIONS ARE SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE 2.9 DURING THE CURING PERIOD, CONCRETE SHALL BE MAINTAINED AT A TEMPERATURE ABOVE 40°F AND IN MOIST TO VERIFY THEIR ACCURACY. 2.7 CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCHING AND SHALL NOT EXCEED A TEMPERATURE OF 90°F POCKETS OR OTHER OBVIOUS DEFECTS SHALL BE REMOVED AND REPLACED. 2.6.7 ANY IN-PLACE SHOTCRETE MATERIAL WHICH EXHIBITS SAGS OR SLOUGHS, SEGREGATION, HONEYCOMBING, SAND 2.6.8 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 REINFORCING PRIOR TO PLACING THE INITIAL OR ANY SUCCEEDING LAYERS OF SHOTCRETE. REBOUND SHALL NOT BE REUSED AS FOLLOWED BY WETTING AND DAMP DRYING JUST PRIOR TO SHOTCRETE APPLICATION. 2.6.4 SURFACE PREPARATION: EXPOSED EXISTING CONCRETE SHALL BE SANDBLASTED CLEAN. SURFACES SHALL BE 2.6.5 ANY REBOUND OR ACCUMULATED LOOSE AGGREGATE SHALL BE REMOVED FROM THE SURFACES TO BE COVERED 2.6.6 JOINTS IN WALL POURS ARE PERMISSIBLE. AT JOINTS, SHOTCRETE SHALL BE SLOPED TO A THIN EDGE. BEFORE STEEL SHALL BE BRUSHED FREE OF LATENT SHOTCRETE MATERIAL. AGGREGATE. MAX. MAX. 1. GENERAL 1.1 CONSIDER GENERAL NOTES AS APPLYING TO ALL DRAWINGS. 2.14 OBSERVE FOLLOWING REINFORCEMENT CLEARANCES: 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. THE CONTRACTOR SHALL EMPLOY A REGISTERED GEOTECHNICAL ENGINEER TO PERFORM THE NECESSARY TESTING AND QUALITY CONTROL ENSPECTIONS TO ENSURE THAT THE REQUIREMENTS OF THE SOILS REPORT ARE COMPLIED WITH. 6.2.1 HILTI RE-500 SD - ICC ESR-2322 6.2.2 SIMPSON SET-XP - ICC ESR-2508 6.2.3 POWERS PE1000+ - ICC ESR-2583 SKATE PARK- NOTES CITY 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 [PHONE REDACTED] Tel Boston, MA 02108 AUGUST 2019 ASD MM SALEM, MASSACHUSETTS GALLOWS HILL PARK GALLOWS HILL PARK IMPROVEMENTS CITY OF SALEM, MA AS NOTED ACTION Sports Design, LLC. 1801 E 51st St, Suite 365-500 Austin, TX 92010 Toll Free: 1(833)ASD-PARK www.ActionSportsDesign.com SP-0.1 ---PAGE BREAK--- GENERAL 1. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE MUNICIPALITY FORTY-EIGHT (48) HOURS PRIOR TO THE START OF CONSTRUCTION 2. THE CONTRACTOR SHALL INDEMNIFY THE OWNER, THE ENGINEER, AND THE MUNICIPALITY, THEIR EMPLOYEES 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 SUCH QUANTITIES IN THEIR PROPOSAL. THE BIDDER SHALL BASE HIS BID ON HIS OWN ESTIMATE OF THE WORK REQUIRED AND SHALL NOT RELY ON THE ENGINEER'S ESTIMATE. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING SOIL CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. A GEOTECHNICAL REPORT IS AVAILABLE FROM THE OWNER. THE CONTRACTOR SHALL ABIDE BY THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 6. THE CONTRACTOR IS RESPONSIBLE FOR EXAMINING SITE CONDITIONS PRIOR TO CONSTRUCTION AND SHALL COMPARE FIELD CONDITIONS WITH THE ENGINEERING PLANS. 7. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THE WORK AND CONDUCT WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERMITS. 8. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING UTILITY INFORMATION PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL CONTACT THE STATE'S ONE CALL UTILITY LOCATE SERVICE AT 811 TO NOTIFY LOCAL UTILITY PROVIDERS OF THE REQUEST TO START WORK AT THE PROJECT LOCATION. THE CONTRACTOR SHALL CONTACT A PRIVATE UTILITY LOCATE COMPANY TO PROVIDE MARKING OF EXISTING UTILITIES WITHIN THE VICINITY OF WORK TO BE COMPLETED. 9. THE CONTRACTOR SHALL KEEP ADJACENT ROADWAYS CLEAR OF MUD AND DEBRIS IN ACCORDANCE WITH MUNICIPAL AND OTHER APPROPRIATE GOVERNMENTAL REQUIREMENTS. 10. DAMAGE TO ADJACENT PROPERTIES, ROADS OR RIGHT-OF-WAYS MUST BE RESTORED AND REPAIRED BY THE CONTRACTOR AT THE CONTRACTORS COST. SITE - GRADING & DRAINAGE 1. THE PROPOSED IMPROVEMENTS SHALL BE CONSTRUCTED ACCORDING TO THE MASSACHUSETTS D.O.T. STANDARD SPECIFICATIONS, LOCAL ORDINANCES AND SPECIFICATIONS AND RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. 2. THE CONTRACTOR SHALL MAINTAIN SITE DRAINAGE THROUGHOUT CONSTRUCTION. THIS MAY INCLUDE EXCAVATION OF TEMPORARY DITCHES OR PUMPING TO ALLEVIATE PONDING WATER. 3. SILT FENCE AND OTHER EROSION CONTROL FACILITIES MUST BE INSTALLED PRIOR TO CONSTRUCTION OR ANY OTHER LAND DISTURBING ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL EROSION CONTROL FACILITIES ONCE THE THREAT OF EROSION HAS PASSED WITH THE APPROVAL OF THE GOVERNING AGENCY. 4. THE CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR THE COMPUTATIONS OF ALL GRADING AND FOR LAND BALANCE, INCLUDING UTILITY TRENCH SPOIL. THE CONTRACTOR SHALL IMPORT OR EXPORT MATERIAL AS NECESSARY TO COMPLETE THE PROJECT. 5. GRADING SHALL CONSIST OF CLEARING AND GRUBBING EXISTING VEGETATION, EXISTING TOPSOIL, REMOVAL OF EXISTING PAVEMENT OR FOUNDATIONS, IMPORTING OR EXPORTING MATERIAL TO ACHIEVE AN ON-SITE EARTHWORK BALANCE, GRADING OF THE PROPOSED BUILDING PADS AND PAVEMENT AREAS, SCARIFYING AND FINAL 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 AND INSPECTED BY THE GEOTECHNICAL ENGINEER BEFORE ANY MATERIAL IS PLACED, UNLESS OTHERWISE DIRECTED BY THE OWNER. 7. ALL FILL SHALL BE CONSIDERED STRUCTURAL FILL AND SHALL BE PLACED IN ACCORDANCE WITH THE GEOTECHNICAL 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 UNTIL FINAL STABILIZATION. 9. FINAL HEIGHT AND SHAPE OF EXCAVATION TO BE VERIFIED BY LANDSCAPE ARCHITECT/ SKATE PARK DESIGNER IN 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 WATER MUST DRAIN TOWARDS DIRECTION OF FLOW 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 FOR EARTHWORK TOLERANCES FOR APPROVAL BY LANDSCAPE ARCHITECT/ SKATE PARK DESIGNER. 16. CONTRACTOR TO PROTECT ALL EXCAVATIONS FROM SOIL EROSION AND WATER SATURATION AT ALL TIMES USING APPROPRIATE CONSTRUCTION METHODS AND LOSS OF SOIL PROFILE DURING CONSTRUCTION SHALL BE REPLACED WITH APPROPRIATE SOIL COMPOSITION AND COMPACTION METHODS TO MATCH LOSS SOIL. SITE - CONCRETE AND AGGREGATE BASE 1. 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. ALL AGGREGATE PLACED MUST BE COMPACTED TO AN AVERAGE DENSITY PER MASSACHUSETTS STANDARD SPECIFICATIONS. 3. DESIGN AND CONSTRUCTION OF ALL CAST-IN-PLACE EXTERIOR CONCRETE FLATWORK SHALL CONFORM TO ACI 330R-08. 4. EXTERIOR CONCRETE FLATWORK CONSTRUCTION TO BE PROVIDED PER MORE STRINGENT REQUIREMENTS OF THE GEOTECHNICAL REPORT OR SPECIFICATIONS. CONCRETE FLATWORK SHALL BE CONSTRUCTED AS FOLLOWS: 4.1. SIDEWALK CONCRETE - 5" OF CONCRETE OVER 4" OF 3 4" CRUSHED AGGREGATE BASE. CONTRACTION JOINTS SHALL CONSIST OF 1 8" WIDE BY 1" DEEP TOOLED JOINTS. 4.2. LIGHT DUTY CONCRETE (PASSENGER CAR TRAFFIC) - 5" OF CONCRETE OVER 4" OF 3 4" CRUSHED AGGREGATE. 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 CONCRETE 5.2. SLUMP SHALL NOT EXCEED 4" FOR EXTERIOR CONCRETE. 5.3. SLUMP SHALL BE 2.5" OR LESS FOR SLIP-FORMED CURB AND GUTTER 5.4. SLUMP SHALL BE BETWEEN 1.5" AND 3.0" FOR NON SLIP-FORMED CONCRETE CURB & GUTTER 5.5. EXTERIOR CONCRETE SHALL BE AIR ENTRAINED WITH 4% TO 7% AIR CONTENT. NO OTHER ADMIXTURES SHALL BE USED WITHOUT APPROVAL OF THE OWNER OR LOCAL PERMITTING AUTHORITY. 5.6. MAXIMUM NOMINAL AGGREGATE SIZE FOR ALL EXTERIOR CONCRETE SHALL BE 3 4" 6. ALL CONCRETE FLAT WORK SURFACES AND CONCRETE CURB FLOWLINES SHALL BE CONSTRUCTED WITHIN 0.05' OF THE DESIGN GRADES. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES FOR THE PROPOSED IMPROVEMENTS. 7. CONCRETE FLAT WORK SHALL HAVE CONSTRUCTION JOINTS OR SAW CUT JOINTS PLACED PER THIS SPECIFICATION. SAWCUTS SHALL BE DONE AS SOON AS POSSIBLE, BUT NO LATER THAN 24 HOURS AFTER CONCRETE IS PLACED. CONCRETE CURB AND GUTTER JOINTING SHALL BE PLACED EVERY 10' OR CLOSER MIN.). ALL EXTERIOR CONCRETE SHALL HAVE A LIGHT BROOM FINISH UNLESS NOTED OTHERWISE. A UNIFORM COAT OF A HIGH SOLIDS CURING COMPOUND MEETING ASTM C309 SHOULD BE APPLIED TO ALL EXPOSED CONCRETE SURFACES. ALL CONCRETE IS TO BE CURED FOR 7 DAYS. EXTERIOR CONCRETE SHALL BE SEPARATED FROM BUILDINGS WITH CONTINUOUS 0.5 INCH FIBER EXPANSION JOINT AND/OR 0.25 INCH FIBER EXPANSION JOINT AT DECORATIVE MASONRY UNITS, UNLESS OTHERWISE SPECIFIED BY SALEM DISTRICT AND/OR ESSEX COUNTY STANDARDS. 8. ALL REINFORCING BARS SHALL BE ASTM A615 GRADE 60. THICKNESS OF CONCRETE COVER OVER REINFORCEMENT SHALL NOT BE LESS THAT 3" WHERE CONCRETE IS PLACED ON THE GROUND WITHOUT THE USE OF FORMS AND NOT LESS THAN 1.5" IN OTHER LOCATIONS. ALL REINFORCING SHALL BE LAPPED 36 DIAMETERS FOR UP TO #6 BARS, 60 DIAMETERS FOR #7 TO #10 BARS AND EXTENDED AROUND CORNERS WITH CORNER BARS. PLACING OF STEEL REINFORCING AND REINFORCING SUPPORTS SHALL BE IN ACCORDANCE WITH CRSI AND ACI MANUAL AND STANDARD PRACTICES. REINFORCEMENT SHALL NOT BE PAINTED AND MUST BE FREE OF GREASE/OIL, DIRT OR DEEP RUST WHEN PLACED. ALL WELDED WIRE FABRIC SHALL MEET THE REQUIREMENTS OF ASTM A 185. WELDED WIRE FABRIC SHALL BE PLACED 2" FROM THE TOP OF THE SLAB, UNLESS NOTED OTHERWISE. 9. THE CONTRACTOR SHALL ENGAGE A QUALIFIED INDEPENDENT TESTING AND INSPECTION AGENCY TO SAMPLE MATERIALS, PERFORM TESTS, AND SUBMIT TEST REPORTS DURING CONCRETE PLACEMENT. TESTS SHALL BE PERFORMED ACCORDING TO ACI 301. CAST AND LABORATORY CURE ONE SET OF FOUR STANDARD CYLINDERS FOR EACH COMPOSITE SAMPLE FOR EACH DAY'S POUR OF EACH CONCRETE MIX OVER 5 CUBIC YARDS, BUT LESS THAN 25 CUBIC YARDS, PLUS ONE ADDITIONAL SET FOR EACH ADDITIONAL 50 CUBIC YARDS OR FRACTION THEREOF. PERFORM COMPRESSIVE-STRENGTH TESTS ACCORDING TO ASTM C 39. COMPLETE TWO TESTS AT 7 DAYS AND TWO TESTS AT 28 DAYS. SLUMP TESTS TO BE PERFORMED IN ACCORDANCE TO ASTM C 143, COMPLETE ONE TEST AT POINT OF PLACEMENT FOR EACH COMPOSITE SAMPLE, BUT NOT LESS THAN ONE TEST FOR EACH DAYS POUR OF EACH CONCRETE MIX. IF CONCRETE CONSISTENCY APPEARS TO HAVE CHANGED PERFORM ADDITIONAL TESTS. 10. PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. IN HOT, DRY, AND WINDY WEATHER, APPLY AN EVAPORATION CONTROL COMPOUND ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. APPLY THE EVAPORATION CONTROL COMPOUND 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 24 HOURS AFTER TESTING. EROSION CONTROL AND SITE STABILIZATION 1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING COPIES OF ALL REQUIRED PERMITS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ADHERING TO THE REQUIREMENTS OF ALL APPLICABLE PERMITS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. 2. EROSION CONTROL MEASURES MUST BE INSPECTED AND REPAIRED WEEKLY AND AFTER EACH RAIN TOTALING 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 AND WARRANTY PERIOD. 4. THE CONTRACTOR IS RESPONSIBLE FOR ANY SEDIMENT REACHING A PUBLIC ROAD OR SIDEWALK SHALL BE REMOVED BY STREET CLEANING OTHER THAN FLUSHING, WITHIN 24 HOURS. 5. TEMPORARY SEED SHALL BE PLACED IN ACCORDANCE WITH APPLICABLE STANDARDS. USE WINTER WHEAT OR RYE FOR FALL PLANTINGS AFTER SEPTEMBER 1ST. 6. THE CONTRACTOR SHALL KEEP A COPY OF THE EROSION CONTROL PLANS AT THE PROJECT SITE AND PROVIDE COMPLETED INSPECTION FORMS TO THE SALEM PARK DISTRICT AND/OR ESSEX COUNTY AS REQUESTED. AUTHORITIES HAVING JURISDICTION MAY REQUEST INSPECTION REPORTS AT ANY TIME. 7. ALL EROSION CONTROL METHODS SHALL BE IN ACCORDANCE WITH THE STATE OF MASSACHUSETTS, ESSEX COUNTY AND SALEM PARK DISTRICT STANDARD SPECIFICATIONS AND REQUIREMENTS. 8. ALL EXPOSED SOIL AREAS NOT DISTURBED FOR UP TO SEVEN DAYS SHALL BE IMMEDIATELY RESTORED WITH SEED AND MULCH. 9. ALL WATER FROM CONSTRUCTION DEWATERING SHALL BE TREATED IN ACCORDANCE WITH STATE OF MASSACHUSETTS STANDARDS PRIOR TO DISCHARGING TO WATERS OF THE STATE. 10. DEWATERING SHALL BE COMPLETED AS NEEDED IN ACCORDANCE WITH THE STATE OF MASSACHUSETTS AND ESSEX COUNTY STANDARDS. Kyle Zick Landscape Architecture, Inc. 36 Bromfield Street Suite 202 [PHONE REDACTED] Tel Boston, MA 02108 AUGUST 2019 ASD MM SALEM, MASSACHUSETTS GALLOWS HILL PARK GALLOWS HILL PARK IMPROVEMENTS CITY OF SALEM, MA AS NOTED ACTION Sports Design, LLC. 1801 E 51st St, Suite 365-500 Austin, TX 92010 Toll Free: 1(833)ASD-PARK www.ActionSportsDesign.com C-0.1 SITE-GENERAL & GRADING NOTES ---PAGE BREAK--- SKATE PARK FEATURE LEGEND SYMBOL DESCRIPTION ENTRY, SEE LANDSCAPE SKATE PARK SIGNAGE, SEE LANDSCAPE TOP DECK FLAT RAIL BANK EXTENSION QUARTER PIPE STAMPED BRICK PATTERN GAP BOWL EXTENSION WEDGE A-FRAME BANK WITH RAIL AND LEDGE BOX HUBBA LEDGE BENCH METAL PANEL W/ GRAPHIC 5-STAIR WITH HANDRAILS BANK BANK TO ANGLED EDGE FLAT RAIL 42" HIGH GUARDRAIL RADIUS OF WALL. REFER TO SECTIONS SHEETS FOR PROFILE VIEW. BANK-EMBANKMENT WALL WITH SLOPE AND RADII AT BASE. REFER TO SECTIONS FOR PROFILE VIEW. S-01 S-02 S-03 S-04 S-05 S-06 S-07 S-08 S-09 S-10 S-11 S-12 S-13 S-16 S-17 S-18 S-19 T B S-14 S-15 SEE GRADING PLAN SHEET SP-3.1 FOR SLOPE AND DRAINAGE DIRECTION NOTE 7T 7T B T T B B B B 7T T B B +2.5' +4.5' +4.5' +4.5' +5.5' 6T 6T 6T 6T 6T -2.75' +3.25' +4.25' +1.0' +1.33' +3.25' +3.25' S-08 S-07 S-05 S-19 S-15 S-12 S-04 S-16 S-09 S-10 S-03 S-11 S-18 S-13 S-06 S-05 S-17 S-01 S-14 S-01 S-19 SKATE PARK-FEATURE PLAN SP-1.1 Kyle Zick Landscape Architecture, Inc. 36 Bromfield Street Suite 202 [PHONE REDACTED] Tel Boston, MA 02108 AUGUST 2019 ASD MM SALEM, MASSACHUSETTS GALLOWS HILL PARK GALLOWS HILL PARK IMPROVEMENTS CITY OF SALEM, MA AS NOTED ACTION Sports Design, LLC. 1801 E 51st St, Suite 365-500 Austin, TX 92010 Toll Free: 1(833)ASD-PARK www.ActionSportsDesign.com NORTH ---PAGE BREAK--- SYMBOL DESCRIPTION STRENGTH FINISH CURE TIME TURNDOWN WALL 4,000 P.S.I. SMOOTH TROWEL 28 DAYS CAST IN PLACE LEDGE OR RAIL TIED TO BANK OR DECK 4,000 P.S.I. SMOOTH TROWEL 28 DAYS 4,000 P.S.I. SMOOTH TROWEL 28 DAYS CF-01 RETAINING WALL CONCRETE FOUNDATION LEGEND CF-02 CF-03 CF-01 CF-02 CF-01 CF-02 CF-02 CF-01 CF-03 CF-03 CF-01 CF-01 SKATE PARK CONCRETE FOUNDATION PLAN Kyle Zick Landscape Architecture, Inc. 36 Bromfield Street Suite 202 [PHONE REDACTED] Tel Boston, MA 02108 AUGUST 2019 ASD MM SALEM, MASSACHUSETTS GALLOWS HILL PARK GALLOWS HILL PARK IMPROVEMENTS CITY OF SALEM, MA AS NOTED ACTION Sports Design, LLC. 1801 E 51st St, Suite 365-500 Austin, TX 92010 Toll Free: 1(833)ASD-PARK www.ActionSportsDesign.com CONCRETE MATERIAL NOTES 1. CONTRACTOR SHALL SUBMIT POUR SCHEDULE FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT/ SKATE PARK ARCHITECT. 2. CONTRACTOR SHALL SUBMIT PROPOSED START AND STOP FORM LOCATIONS FOR ALL CONCRETE WORK SHOWN FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT/ SKATE PARK ARCHITECT. 3. CONTRACTOR SHALL BUILD ALL TEMPLATES AND FORMS WITH TRUE ARCS AND TANGENTS MATCHING SECTIONS AND PROFILE DIMENSIONS WITHIN THE CONSTRUCTION DOCUMENTS. 4. CONTRACTOR SHALL POUR ON-SITE SAMPLES OF CAST-IN-PLACE AND SHOTCRETE WORK PER THE SPECIFICATIONS. SAMPLES CANNOT BE PART OF THE PROJECT WORK. 5. ALL CONCRETE FINISH WORK SHALL BE PERFORMED BY PRE-QUALIFIED CONTRACTOR ONLY AND APPROVED BY LANDSCAPE ARCHITECT/ SKATE PARK ARCHITECT. 6. FINISH WORK NOT MEETING THE TOLERANCES, FINISH AND TOOLING FROM ON-SITE SAMPLES WILL BE REJECTED. NOTE REFER TO SECTIONS TO VERIFY WHERE CANTILEVERED SKATE FEATURES OCCUR. SP-1.2 NORTH ---PAGE BREAK--- SYMBOL DESCRIPTION STRENGTH CURE TIME FINISH 5" CONCRETE DECK 4,000 P.S.I. 28 DAYS SMOOTH TROWEL 6" SHOTCRETE BOWL 4,000 P.S.I. 28 DAYS SMOOTH TROWEL CAST IN PLACE STAIRS 4,000 P.S.I. 28 DAYS SMOOTH TROWEL CAST IN PLACE BANK 4,000 P.S.I. 28 DAYS SMOOTH TROWEL CAST IN PLACE LEDGE CAP WITH CMU BASE 4,000 P.S.I. 28 DAYS SMOOTH TROWEL 6" SHOTCRETE BANK 4,000 P.S.I. 28 DAYS SMOOTH TROWEL 6" CONCRETE FLATBOTTOM 4,000 P.S.I. 28 DAYS SMOOTH TROWEL 5" CONCRETE DECK (STAMPED BRICK PATTERN) 4,000 P.S.I. 28 DAYS HERRING BONE PATTERN CM-01 CM-02 CM-03 CM-04 CM-06 CM-07 CM-08 CONCRETE MATERIALS LEGEND CM-09 7T 7T B T T B B B B 7T T B B +2.5' +4.5' +4.5' +4.5' +5.5' 6T 6T 6T 6T 6T -2.75' +3.25' +4.25' +1.0' +1.33' +3.25' +3.25' CM-02 CM-01 CM-02 CM-08 CM-06 CM-04 CM-06 CM-01 CM-02 CM-04 CM-06 CM-03 CM-04 CM-02 CM-07 CM-09 SKATE PARK CONCRETE MATERIAL PLAN CONCRETE MATERIAL NOTES 1. CONTRACTOR SHALL SUBMIT POUR SCHEDULE FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT/ SKATE PARK ARCHITECT. 2. CONTRACTOR SHALL SUBMIT PROPOSED START AND STOP FORM LOCATIONS FOR ALL CONCRETE WORK SHOWN FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT/ SKATE PARK ARCHITECT. 3. CONTRACTOR SHALL BUILD ALL TEMPLATES AND FORMS WITH TRUE ARCS AND TANGENTS MATCHING SECTIONS AND PROFILE DIMENSIONS WITHIN THE CONSTRUCTION DOCUMENTS. 4. CONTRACTOR SHALL POUR ON-SITE SAMPLES OF CAST-IN-PLACE AND SHOTCRETE WORK PER THE SPECIFICATIONS. SAMPLES CANNOT BE PART OF THE PROJECT WORK. 5. ALL CONCRETE FINISH WORK SHALL BE PERFORMED BY PRE-QUALIFIED CONTRACTOR ONLY AND APPROVED BY LANDSCAPE ARCHITECT/ SKATE PARK ARCHITECT. 6. FINISH WORK NOT MEETING THE TOLERANCES, FINISH AND TOOLING FROM ON-SITE SAMPLES WILL BE REJECTED. NOTE REFER TO SECTIONS TO VERIFY WHERE CANTILEVERED SKATE FEATURES OCCUR. SP-1.3 NORTH CONCRETE POUR-SEQUENCE GUIDELINE 1. 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 FORM WORK. 4. INSTALL ALL REQUIRED REBAR PER PLANS AND SPECIFICATIONS. 5. INSTALL ALL SHOTCRETE AND SPECIALTY POURS PER PLANS AND SPECIFICATIONS. 6. BREAK ALL SHOTCRETE AND SPECIALTY FORMS PRIOR TO POURING FLATWORK. 7. POUR ALL TOPS DECKS 8. POUR ALL BOTTOM AREAS LAST.. SKATE PARK SPECIALTY CONTRACTOR EXPERIENCE 1. REQUIRED EXPERIENCE: CONTRACTOR OR SUBCONTRACTOR MUST HAVE COMPLETED THREE PUBLIC CONCRETE (PRE-CAST EXCLUDED) SKATE PARK FACILITIES WITH A MINIMUM SIZE OF 10,000 SQUARE FEET, IN THE LAST FIVE YEARS WITH SMOOTH TROWEL FINISH OF SHOTCRETE AND CAST-IN-PLACE CONCRETE. PARKS MUST BE OPEN AND IN GOOD OPERATING CONDITION FOR AT LEAST ONE YEAR.POUR ALL CAST-IN-PLACE LEDGES, BREAK FORMS AND FINISH. Kyle Zick Landscape Architecture, Inc. 36 Bromfield Street Suite 202 [PHONE REDACTED] Tel Boston, MA 02108 AUGUST 2019 ASD MM SALEM, MASSACHUSETTS GALLOWS HILL PARK GALLOWS HILL PARK IMPROVEMENTS CITY OF SALEM, MA AS NOTED ACTION Sports Design, LLC. 1801 E 51st St, Suite 365-500 Austin, TX 92010 Toll Free: 1(833)ASD-PARK www.ActionSportsDesign.com ---PAGE BREAK--- SYMBOL DESCRIPTION DETAIL O.D. SIZE / GAUGE FINISH ROUND STEEL PIPE RAIL & POSTS 8,9/SP-5.4 2 3/8" O.D., C6X8.2 - 2.375" X 0.1875" SEE METAL COLOR PLAN ROUND STEEL PIPE COPING 2/SP-5.4 2 3/8" O.D., C6X8.2 - 2.375" X 0.1875" SEE METAL COLOR PLAN C-CHANNEL EDGING (LEDGE) 6/SP-5.4 C6X8.2 - 2.0" X 6.0" X 0.1875" SEE METAL COLOR PLAN BENT PLATE EDGING 5/SP-5.4 SEE METAL COLOR PLAN GALVANIZED C-CHANNEL EDGING (STAIRS) 7/SP-5.4 C6X8.2, 2.0" X 6.0" X 0.1875" SEE METAL COLOR PLAN 42" HIGH GUARDRAIL & POSTS 1/SP-5.6 REFER TO DETAIL / SHOP DRAWING SEE METAL COLOR PLAN METAL MATERIALS LEGEND MM-01 MM-02 MM-03 MM-04 MM-05 MM-06 7T 7T B T T B B B B 7T T B B +2.5' +4.5' +4.5' +4.5' +5.5' 6T 6T 6T 6T 6T -2.75' +3.25' +4.25' +1.0' +1.33' +3.25' +3.25' MM-06 MM-04 MM-02 MM-02 MM-01 MM-04 MM-03 MM-03 MM-01 MM-01 MM-03 MM-05 MM-03 MM-03 MM-01 MM-02 MM-02 MM-06 MM-03 SKATE PARK METAL MATERIAL PLAN Kyle Zick Landscape Architecture, Inc. 36 Bromfield Street Suite 202 [PHONE REDACTED] Tel Boston, MA 02108 AUGUST 2019 ASD MM SALEM, MASSACHUSETTS GALLOWS HILL PARK GALLOWS HILL PARK IMPROVEMENTS CITY OF SALEM, MA AS NOTED ACTION Sports Design, LLC. 1801 E 51st St, Suite 365-500 Austin, TX 92010 Toll Free: 1(833)ASD-PARK www.ActionSportsDesign.com METALS MATERIALS NOTE 1. 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 SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK, AND WHO SHALL BE THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS BEING INSTALLED, 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 SHOULD BE DONE BY CERTIFIED WELDER, GROUND SMOOTH, DE-BURRED AND COATED PER SPECIFICATIONS. 5. PROTECT ALL FINISH WORK ADJACENT TO METAL FABRICATION EFFORTS TO PREVENT ANY STAINING. 6. SAMPLES: REQUIRED FOR ALL COPING, RAILS, FENCING AND EDGING OF SKATE PARK. SUBMIT FINISH METAL SAMPLES FOR FINAL FINISH REQUIRED PRIOR TO DELIVERY TO SITE. 7. STEEL COPING: ROLL PIPE TO CONFORM WITH HORIZONTAL CONTROL RADII AT CENTERLINE OF PIPE. SP-1.4 NORTH ---PAGE BREAK--- SKATE PARK JOINTING PLAN Kyle Zick Landscape Architecture, Inc. 36 Bromfield Street Suite 202 [PHONE REDACTED] Tel Boston, MA 02108 AUGUST 2019 ASD MM SALEM, MASSACHUSETTS GALLOWS HILL PARK GALLOWS HILL PARK IMPROVEMENTS CITY OF SALEM, MA AS NOTED ACTION Sports Design, LLC. 1801 E 51st St, Suite 365-500 Austin, TX 92010 Toll Free: 1(833)ASD-PARK www.ActionSportsDesign.com SP-1.5 NORTH C.J. - CONSTRUCTION JOINT SYMBOL DESCRIPTION DETAIL S.J. - SAWCUT JOINT CONCRETE JOINTING LEGEND E.J. - EXPANSION JOINT 1. CONSTRUCT JOINTS TRUE TO LINE WITH FACES PERPENDICULAR TO SURFACE PLANE OF CONCRETE. 2. CONSTRUCTION JOINTS: INSTALL SO STRENGTH AND APPEARANCE OF CONCRETE ARE NOT IMPAIRED, AT LOCATIONS INDICATED AND APPROVED BY LANDSCAPE ARCHITECT/ SKATE PARK ARCHITECT. 3. PLACE JOINTS PERPENDICULAR TO MAIN REINFORCEMENT. CONTINUE REINFORCEMENT ACROSS CONSTRUCTION JOINTS, UNLESS OTHERWISE INDICATED. 4. SAWED JOINTS: FORM CONTRACTION JOINTS WITH POWER SAWS EQUIPPED WITH SHATTERPROOF ABRASIVE OR DIAMOND-RIMMED BLADES. CUT 1/8-INCH WIDE JOINTS INTO CONCRETE WHEN CUTTING ACTION WILL NOT TEAR, ABRADE, OR OTHERWISE DAMAGE SURFACE AND BEFORE CONCRETE DEVELOPS RANDOM CONTRACTION CRACKS. 5. ALL CONTROL JOINTS SHALL BE SEALED PER REFERENCED DETAILS. 6. CLEAN ALL JOINTS THOROUGHLY DEBRIS AND DUST FREE PRIOR TO ANY SEALANT APPLICATION. 7. CONCRETE MUST BE CURED TO SPECIFIED STRENGTH PRIOR TO APPLYING SEALANT. 8. CONTRACTOR MUST SUBMIT A POUR SCHEDULE DESIGNATING ALL START AND STOP FORM LOCATIONS PRIOR TO START OF CONSTRUCTION. 9. THE JOINTING PLAN IS DIAGRAMMATIC IN NATURE. CONTRACTOR TO APPLY ADDITIONAL JOINTING AND CRACK PREVENTION MEASURES AS NECESSARY. CONCRETE JOINTING NOTES 2,3,5/SP-5.3 1/SP-5.3 4/SP-5.3 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. 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. ---PAGE BREAK--- SKATE PARK- ARTISTIC RENDERS Kyle Zick Landscape Architecture, Inc. 36 Bromfield Street Suite 202 [PHONE REDACTED] Tel Boston, MA 02108 AUGUST 2019 ASD MM SALEM, MASSACHUSETTS GALLOWS HILL PARK GALLOWS HILL PARK IMPROVEMENTS CITY OF SALEM, MA AS NOTED ACTION Sports Design, LLC. 1801 E 51st St, Suite 365-500 Austin, TX 92010 Toll Free: 1(833)ASD-PARK www.ActionSportsDesign.com SP-1.6 ---PAGE BREAK--- SYMBOL DESCRIPTION NATURAL GRAY (INTEGRAL COLOR) CHARCOAL GRAY (INTEGRAL COLOR) CHARCOAL GRAY (INTEGRAL COLOR) LEDGE CAP WITH CMU LEDGE BASE (SMOOTH, EXPOSED AGGREGATE / BURNISHED 'BROWN') CONCRETE COLOR LEGEND CC-01 CC-02 CC-03 CC-01 CC-02 CC-01 CC-01 CC-01 CC-01 CC-01 CC-03 CC-01 CC-03 CC-01 CC-01 * CC-01* * SKATE PARK CONCRETE COLOR PLAN Kyle Zick Landscape Architecture, Inc. 36 Bromfield Street Suite 202 [PHONE REDACTED] Tel Boston, MA 02108 AUGUST 2019 ASD MM SALEM, MASSACHUSETTS GALLOWS HILL PARK GALLOWS HILL PARK IMPROVEMENTS CITY OF SALEM, MA AS NOTED ACTION Sports Design, LLC. 1801 E 51st St, Suite 365-500 Austin, TX 92010 Toll Free: 1(833)ASD-PARK www.ActionSportsDesign.com SP-1.7 NORTH CONCRETE MATERIAL NOTES 1. CONTRACTOR SHALL SUBMIT POUR SCHEDULE FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT/ SKATE PARK ARCHITECT. 2. CONTRACTOR SHALL SUBMIT PROPOSED START AND STOP FORM LOCATIONS FOR ALL CONCRETE WORK SHOWN FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT/ SKATE PARK ARCHITECT. 3. CONTRACTOR SHALL BUILD ALL TEMPLATES AND FORMS WITH TRUE ARCS AND TANGENTS MATCHING SECTIONS AND PROFILE DIMENSIONS WITHIN THE CONSTRUCTION DOCUMENTS. 4. CONTRACTOR SHALL POUR ON-SITE SAMPLES OF CAST-IN-PLACE AND SHOTCRETE WORK PER THE SPECIFICATIONS. SAMPLES CANNOT BE PART OF THE PROJECT WORK. 5. ALL CONCRETE FINISH WORK SHALL BE PERFORMED BY PRE-QUALIFIED CONTRACTOR ONLY AND APPROVED BY LANDSCAPE ARCHITECT/ SKATE PARK ARCHITECT. 6. FINISH WORK NOT MEETING THE TOLERANCES, FINISH AND TOOLING FROM ON-SITE SAMPLES WILL BE REJECTED. NOTE REFER TO SECTIONS TO VERIFY WHERE CANTILEVERED SKATE FEATURES OCCUR. CONCRETE POUR-SEQUENCE GUIDELINE 1. 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 FORM WORK. 4. INSTALL ALL REQUIRED REBAR PER PLANS AND SPECIFICATIONS. 5. INSTALL ALL SHOTCRETE AND SPECIALTY POURS PER PLANS AND SPECIFICATIONS. 6. BREAK ALL SHOTCRETE AND SPECIALTY FORMS PRIOR TO POURING FLATWORK. 7. POUR ALL TOPS DECKS 8. POUR ALL BOTTOM AREAS LAST.. SKATE PARK SPECIALTY CONTRACTOR EXPERIENCE 1. REQUIRED EXPERIENCE: CONTRACTOR OR SUBCONTRACTOR MUST HAVE COMPLETED THREE PUBLIC CONCRETE (PRE-CAST EXCLUDED) SKATE PARK FACILITIES WITH A MINIMUM SIZE OF 10,000 SQUARE FEET, IN THE LAST FIVE YEARS WITH SMOOTH TROWEL FINISH OF SHOTCRETE AND CAST-IN-PLACE CONCRETE. PARKS MUST BE OPEN AND IN GOOD OPERATING CONDITION FOR AT LEAST ONE YEAR.POUR ALL CAST-IN-PLACE LEDGES, BREAK FORMS AND FINISH. ---PAGE BREAK--- SYMBOL FINISH COLOR PRIME AND PAINT CARDINAL® BLUE HAMMER HOT DIPPED GALVANIZED CARDINAL® BLUE HAMMER HOT DIPPED GALVANIZED,PAINTED CARDINAL® BLUE HAMMER MC-01 MC-02 METAL COLOR / FINISH LEGEND MC-03 MC-03 MC-01 MC-02 MC-01 MC-02 MC-01 MC-01 MC-01 MC-03 MC-01 MC-01 MC-02 MC-01 MC-02 MC-02 MC-02 MC-02 MC-02 MC-01 SKATE PARK METAL COLOR PLAN Kyle Zick Landscape Architecture, Inc. 36 Bromfield Street Suite 202 [PHONE REDACTED] Tel Boston, MA 02108 AUGUST 2019 ASD MM SALEM, MASSACHUSETTS GALLOWS HILL PARK GALLOWS HILL PARK IMPROVEMENTS CITY OF SALEM, MA AS NOTED ACTION Sports Design, LLC. 1801 E 51st St, Suite 365-500 Austin, TX 92010 Toll Free: 1(833)ASD-PARK www.ActionSportsDesign.com METALS MATERIALS NOTE 1. 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 SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK, AND WHO SHALL BE THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS BEING INSTALLED, 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 SHOULD BE DONE BY CERTIFIED WELDER, GROUND SMOOTH, DE-BURRED AND COATED PER SPECIFICATIONS. 5. PROTECT ALL FINISH WORK ADJACENT TO METAL FABRICATION EFFORTS TO PREVENT ANY STAINING. 6. SAMPLES: REQUIRED FOR ALL COPING, RAILS, FENCING AND EDGING OF SKATE PARK. SUBMIT FINISH METAL SAMPLES FOR FINAL FINISH REQUIRED PRIOR TO DELIVERY TO SITE. 7. STEEL COPING: ROLL PIPE TO CONFORM WITH HORIZONTAL CONTROL RADII AT CENTERLINE OF PIPE. SP-1.8 NORTH ---PAGE BREAK--- 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 525354 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 Site Layout Point Table Point # 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Northing 3013856.44 3013865.10 3013870.90 3013874.57 3013872.07 3013836.45 3013824.90 3013814.50 3013790.07 3013781.28 3013772.48 3013748.06 3013741.77 3013736.85 3013733.61 3013731.73 3013728.47 3013733.38 3013739.67 3013766.17 3013771.30 3013774.47 3013779.60 3013806.10 3013814.68 3013845.17 3013852.98 3013861.41 3013856.51 3013823.93 3013821.01 3013811.59 3013811.31 3013821.73 3013819.12 3013817.57 3013809.75 3013808.20 3013817.64 3013819.20 3013847.27 3013850.20 3013855.09 3013822.95 3013832.14 3013769.59 3013769.43 3013769.09 3013768.38 3013776.71 3013786.29 Easting 814806.29 814845.32 814871.45 814899.83 814904.30 814907.78 814853.95 814856.18 814861.41 814863.30 814865.18 814870.42 814871.77 814872.82 814857.76 814848.96 814833.82 814832.76 814831.41 814825.71 814824.61 814823.93 814822.82 814817.12 814815.28 814808.72 814807.04 814846.11 814847.16 814854.17 814840.62 814842.65 814841.35 814839.11 814839.67 814832.45 814834.13 814826.90 814824.87 814832.10 814818.50 814817.87 814816.82 814847.23 814845.25 814851.71 814851.75 814850.20 814846.90 814842.05 814843.05 Site Layout Point Table Point # 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 Northing 3013787.00 3013787.33 3013787.17 3013778.38 3013777.84 3013771.20 3013788.60 3013779.90 3013768.37 3013781.83 3013776.56 3013773.63 3013766.74 3013780.18 3013744.81 3013742.92 3013738.53 3013736.63 3013736.33 3013734.44 3013841.58 3013851.43 3013859.68 3013862.75 3013863.19 3013868.58 3013868.97 3013866.65 3013866.22 3013841.34 3013842.36 3013842.97 3013837.11 3013867.43 3013840.16 3013849.77 3013853.49 3013856.20 3013859.59 3013864.99 3013865.26 3013859.96 3013859.75 3013848.15 3013849.53 3013844.26 3013845.80 3013850.89 3013847.66 3013851.79 Easting 814846.35 814847.90 814847.93 814849.82 814847.31 814858.77 814855.02 814856.90 814836.07 814833.06 814834.24 814834.89 814828.40 814825.51 814855.35 814846.55 814856.70 814847.91 814857.17 814848.38 814855.49 814853.37 814858.75 814873.02 814873.65 814877.06 814896.93 814900.63 814903.29 814895.57 814893.34 814889.68 814862.41 814903.61 814895.15 814912.33 814861.83 814874.43 814879.31 814882.72 814891.34 814900.18 814901.54 814896.73 814888.28 814863.81 814861.43 814860.34 814897.79 814905.94 Kyle Zick Landscape Architecture, Inc. 36 Bromfield Street Suite 202 [PHONE REDACTED] Tel Boston, MA 02108 AUGUST 2019 ASD MM SALEM, MASSACHUSETTS GALLOWS HILL PARK GALLOWS HILL PARK IMPROVEMENTS CITY OF SALEM, MA AS NOTED ACTION Sports Design, LLC. 1801 E 51st St, Suite 365-500 Austin, TX 92010 Toll Free: 1(833)ASD-PARK www.ActionSportsDesign.com SP-2.1 NORTH * CONTRACTOR RESPONSIBLE FOR SURVEY WORK COORDINATE VALUES SHOWN ARE INTENDED FOR HORIZONTAL POSITIONING AND DIMENSION CLARIFICATION ONLY. ALL POINTS SET IN THE FIELD FROM THESE VALUES SHALL FIRST BE CHECKED BY THE CONTRACTOR TO ENSURE THAT THE LOCATION IS CONSISTENT WITH THE DIMENSIONS AND GRAPHIC LOCATIONS SHOWN ON THE APPROVED CONSTRUCTION PLANS. IN THE CASE OF A DISCREPANCY WITH ANY COORDINATE VALUE SHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY THE CITY PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY THAT MAY BE AFFECTED. ALL COORDINATES SHOWN AT THE BOTTOM OF ALL BANKS/ TRANSITIONS ARE LOCATED AT THE POINT OF TANGENCY NOT AT THE KEY JOINT. THESE COORDINATES VALUES MUST BE OFFSET 1'-0" AWAY FROM THE BANK/ TRANSITION TO DETERMINE THE LOCATION OF THE KEY JOINT. BECAUSE OF THE SCALE OF THIS DRAWING AND PROXIMITY OF FEATURES TO EACH OTHER, THE LOCATION OF SOME OR THE POINTS MAY BE OBSCURED. REFER TO THE LAYOUT DATA FOR THE ACTUAL LOCATIONS FOR ALL POINTS. NOTE: POINT LAYOUT PLAN SKATE PARK LAYOUT PLAN ---PAGE BREAK--- Line Table Line # L1 L2 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 L41 L42 L43 L44 L45 L46 L47 L48 L49 L50 L51 L52 L53 Length 39.97 26.77 55.06 10.64 24.98 8.99 8.99 24.98 6.43 5.03 8.99 15.41 15.49 5.02 6.43 27.11 13.99 3.00 13.99 3.00 27.10 9.03 2.00 9.03 2.00 31.18 7.99 3.54 10.01 29.96 3.77 5.01 32.33 13.86 13.86 7.38 7.39 9.66 8.13 8.25 7.39 30.31 3.00 5.00 29.96 10.66 1.33 9.66 6.95 13.79 Direction N77° 29' 32.76"E N77° 29' 32.76"E S77° 53' 23.40"W S12° 06' 02.12"E S12° 06' 02.12"E S12° 06' 02.12"E S12° 06' 02.12"E S12° 06' 02.12"E S12° 06' 02.12"E S12° 06' 02.12"E S77° 52' 59.57"W S77° 52' 59.57"W S77° 52' 59.57"W N12° 08' 16.81"W N12° 08' 16.81"W N12° 08' 16.81"W S12° 08' 18.85"E S77° 51' 41.15"W N12° 08' 18.85"W N77° 51' 41.15"E N12° 08' 16.81"W N12° 08' 18.85"W N77° 51' 41.15"E S12° 08' 18.85"E S77° 51' 41.15"W N12° 08' 16.81"W N12° 08' 16.81"W N12° 08' 16.81"W S77° 49' 50.10"W S77° 49' 50.10"W S12° 06' 51.75"E S12° 06' 51.75"E S12° 06' 51.75"E S77° 51' 41.15"W S77° 51' 41.15"W N77° 51' 41.15"E N77° 51' 41.15"E S12° 08' 18.85"E N77° 51' 41.15"E S77° 51' 41.14"W S77° 51' 41.15"W S12° 08' 18.85"E S12° 08' 18.85"E S12° 08' 18.85"E N77° 51' 41.15"E S12° 08' 18.85"E N77° 50' 09.77"E S12° 08' 18.85"E S77° 51' 41.15"W S77° 51' 41.15"W Line Table Line # L54 L55 L56 L57 L59 L60 L61 L62 L63 L66 L67 L68 L69 L70 L71 L72 L73 L74 L75 L76 L77 L78 L79 L80 L81 L82 L83 L84 L85 L86 Length 13.66 13.78 1.33 3.38 9.46 3.38 1.33 8.99 8.99 9.63 9.21 9.21 15.42 8.99 15.49 15.49 15.41 8.67 8.67 8.99 9.61 13.99 10.08 14.60 6.37 27.89 5.44 12.89 6.39 25.03 Direction N77° 51' 41.15"E S77° 51' 41.15"W N77° 51' 41.15"E N77° 51' 41.15"E S05° 55' 41.70"W S77° 51' 41.15"W N77° 51' 41.15"E N12° 08' 18.85"W N12° 08' 18.85"W N30° 12' 19.41"W N05° 59' 16.92"W N18° 17' 21.30"W S77° 51' 41.18"W S77° 51' 41.15"W S77° 51' 41.23"W S77° 51' 41.15"W S77° 51' 41.15"W N12° 08' 19.19"W N12° 08' 18.85"W N77° 51' 41.15"E S12° 08' 18.85"E S12° 35' 20.48"E S12° 08' 18.79"E S77° 51' 41.21"W S32° 17' 50.14"W N77° 51' 41.21"E S12° 08' 18.79"E S77° 51' 41.21"W S32° 17' 50.13"W N77° 51' 41.21"E Curve Table Curve # C1 C2 C3 C5 C7 C9 C10 C11 C12 C13 C14 C16 C18 C20 C22 C23 C24 C25 C26 C27 C29 Length 33.91 5.24 46.72 10.93 0.78 23.52 4.53 2.69 41.91 2.46 3.80 9.16 3.14 6.10 10.17 10.68 1.37 20.36 1.17 8.76 3.14 Radius 17.09 7.17 18.98 6.99 1.00 11.91 4.87 12.83 13.04 13.04 5.08 5.83 2.00 7.70 5.21 11.57 6.13 6.33 6.33 11.78 2.00 Delta 113.6669 041.8528 141.0290 089.5231 045.0000 113.0931 053.3368 012.0248 184.2173 010.7928 042.8532 090.0000 090.0000 045.3610 111.7791 052.8682 012.7956 184.2173 010.5469 042.6193 090.0000 Chord Direction N82° 37' 05.41"E S60° 43' 18.90"E S05° 34' 49.29"E S33° 05' 59.64"W S55° 21' 41.21"W S88° 51' 30.48"W N57° 51' 41.02"W N80° 47' 40.78"W N17° 13' 58.83"E S65° 15' 42.97"E S80° 33' 07.88"E S57° 08' 18.79"E S32° 51' 41.21"W S55° 10' 51.44"W S88° 12' 05.15"W N59° 00' 24.42"W N81° 10' 48.28"W N17° 13' 58.83"E S65° 23' 05.64"E S80° 43' 26.53"E S57° 08' 18.79"E Chord Length 28.616 5.122 35.787 9.850 0.765 19.880 4.369 2.688 26.053 2.452 3.711 8.244 2.828 5.940 8.628 10.302 1.366 12.655 1.164 8.564 2.828 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 525354 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 L1 L2 C1 C2 C3 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 L41 L42 L43 L44 L45 L46 L47 L48 L49 L50 L51 L52 L53 L54 L55 L56 L57 L59 L60 L61 L62 L63 L66 L67 L68 L69 L70 L71 L72 L73 L74 L75 L76 L77 L78 L79 C5 L80 C7 L81 C9 C10 C11 C12 C13 C14 L82 C16 L83 C18 L84 C20 L85 C22 C23 C24 C25 C26 C27 L86 C29 102 SKATE PARK LAYOUT PLAN Kyle Zick Landscape Architecture, Inc. 36 Bromfield Street Suite 202 [PHONE REDACTED] Tel Boston, MA 02108 AUGUST 2019 ASD MM SALEM, MASSACHUSETTS GALLOWS HILL PARK GALLOWS HILL PARK IMPROVEMENTS CITY OF SALEM, MA AS NOTED ACTION Sports Design, LLC. 1801 E 51st St, Suite 365-500 Austin, TX 92010 Toll Free: 1(833)ASD-PARK www.ActionSportsDesign.com SP-2.2 NORTH * CONTRACTOR RESPONSIBLE FOR SURVEY WORK COORDINATE VALUES SHOWN ARE INTENDED FOR HORIZONTAL POSITIONING AND DIMENSION CLARIFICATION ONLY. ALL POINTS SET IN THE FIELD FROM THESE VALUES SHALL FIRST BE CHECKED BY THE CONTRACTOR TO ENSURE THAT THE LOCATION IS CONSISTENT WITH THE DIMENSIONS AND GRAPHIC LOCATIONS SHOWN ON THE APPROVED CONSTRUCTION PLANS. IN THE CASE OF A DISCREPANCY WITH ANY COORDINATE VALUE SHOWN, THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY THE CITY PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY THAT MAY BE AFFECTED. ALL COORDINATES SHOWN AT THE BOTTOM OF ALL BANKS/ TRANSITIONS ARE LOCATED AT THE POINT OF TANGENCY NOT AT THE KEY JOINT. THESE COORDINATES VALUES MUST BE OFFSET 1'-0" AWAY FROM THE BANK/ TRANSITION TO DETERMINE THE LOCATION OF THE KEY JOINT. BECAUSE OF THE SCALE OF THIS DRAWING AND PROXIMITY OF FEATURES TO EACH OTHER, THE LOCATION OF SOME OR THE POINTS MAY BE OBSCURED. REFER TO THE LAYOUT DATA FOR THE ACTUAL LOCATIONS FOR ALL POINTS. NOTE: LINE AND CURVE LAYOUT PLAN ---PAGE BREAK--- 7T 7T B T T B B B B 7T T B B +2.5' +4.5' +4.5' +4.5' +5.5' 6T 6T 6T 6T 6T -2.75' +3.25' +4.25' +1.0' +1.33' +3.25' +3.25' RE 48.50 IE SEE CIVIL 54.60 55.75 55.71 53.75 53.75 FLOWLINE OF SWALE 53.75 53.41 55.75 51.25 51.25 51.25 51.25 52.75 54.75 FLOWLINE OF SWALE FLOWLINE OF SWALE 51.25 51.25 HPS HPS 50.85 BG BG 51.25 51.25 51.25 51.25 56.75 56.75 55.75 55.75 55.75 55.75 51.17 51.17 53.75 53.75 53.75 51.25 BG 51.25 51.25 55.71 51.25 51.25 51.05 FLOWLINE OF SWALE 51.25 51.17 50.85 51.25 HPS HPS 54.50 48.66 FLOWLINE OF SWALE 48.66 48.66 48.66 48.66 48.66 48.66 48.66 48.66 48.66 54.60 53.85 54.60 54.60 54.60 54.60 54.60 54.60 55.70 55.70 55.70 55.70 56.72 56.72 51.25 51.25 54.50 54.50 54.50 54.50 54.50 54.50 54.50 54.50 54.50 54.85 TC 51.16 TL 52.49 TC 51.23 TL 52.23 TC 51.25 TL 52.58 TC 51.23 TL 52.23 TC 51.25 TL 53.25 TC 51.25 TL 53.25 TC 52.75 TL 54.75 TC 51.25 TR 53.25 TC 51.25 TR 53.25 TC 52.75 TR 54.75 TC 53.64 TR 54.80 TC 53.64 TR 54.80 TC 51.25 TL 53.08 TC 53.75 TL 56.25 TC 53.75 TR 56.25 TC 51.25 TR 53.08 TW 55.60 BW 54.60 TW 55.60 BW 54.60 TW 55.60 BW 54.60 53.75 Kyle Zick Landscape Architecture, Inc. 36 Bromfield Street Suite 202 [PHONE REDACTED] Tel Boston, MA 02108 AUGUST 2019 ASD MM SALEM, MASSACHUSETTS GALLOWS HILL PARK GALLOWS HILL PARK IMPROVEMENTS CITY OF SALEM, MA AS NOTED ACTION Sports Design, LLC. 1801 E 51st St, Suite 365-500 Austin, TX 92010 Toll Free: 1(833)ASD-PARK www.ActionSportsDesign.com SKATE PARK - GRADING & DRAINAGE PLAN SP-3.1 NORTH 1. FINAL HEIGHT AND SHAPE OF EXCAVATION TO BE VERIFIED BY SKATE PARK ARCHITECT IN THE FIELD. 2. ALL SPOT ELEVATIONS ARE FOR TOP OF FINISH WORK UNLESS OTHERWISE NOTED. 3. MINIMUM SLOPE FOR ALL CONCRETE FINISH WORK SHALL BE WATER MUST DRAIN TOWARDS DIRECTION OF FLOW ARROWS AND FOLLOW 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 FINE GRADED. 7. VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO COMMENCING WORK. 8. REFER TO SECTIONS AND PROFILES FOR HEIGHT, RADII AND PROFILES. 9. 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 FOR EARTHWORK TOLERANCES FOR APPROVAL BY SKATE PARK ARCHITECT. 10. CONTRACTOR TO PROTECT ALL EXCAVATIONS FROM SOIL EROSION AND WATER SATURATION AT ALL TIMES USING APPROPRIATE CONSTRUCTION METHODS. AND LOSS OF SOIL PROFILE DURING CONSTRUCTION SHALL BE REPLACED WITH APPROPRIATE SOIL COMPOSITION AND COMPACTION METHODS TO MATCH LOSS SOIL. 11. THE DRAINS IN THE SKATE PARK HAVE PERFORATIONS IN THE PORTION BELOW THE CONCRETE DECK TO AVOID ANY HYDRO-STATIC LIFT POTENTIAL. 12. MAINTAIN ALL EXISTING TREES. COORDINATE WITH ELK GROVE PARK DISTRICT. 13. REFER TO SECTIONS FOR SKATE PARK FEATURE ELEVATIONS THAT ARE NOT MARKED ON THIS SHEET. GRADING & DRAINAGE LEGEND NOTES: CONTRACTOR TO VERIFY FEATURE ELEVATIONS WITH SECTIONS. IF A DISCREPANCY OCCURS, 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 FEATURES 1. LOCATE ALL SURVEY MARKS INCLUDING BENCH MARKS AND PROPERTY LINES IN ORDER THAT THE EXACT LINES OF CONSTRUCTION LIMITS AND GRADES MAY BE DETERMINED. BRING ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE IMMEDIATELY BEFORE PROCEEDING WITH WORK. 2. VERIFY ENTIRE LAYOUT PRIOR TO START OF CONSTRUCTION WITH PROJECT OWNER'S REPRESENTATIVES AND SKATE PARK ARCHITECT. 3. LOCATE AND PROTECT CONTROL POINTS PRIOR TO STARTING SITE WORK AND PROTECT ALL PERMANENT REFERENCE POINTS DURING ENTIRE CONSTRUCTION. REPLACE PROJECT CONTROL POINTS WHICH MAY BE LOST OR DESTROYED DURING CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY FINISH GRADE ELEVATIONS AS SHOWN ON CIVIL ENGINEER'S PLANS AND BRING ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE IMMEDIATELY BEFORE PROCEEDING WITH WORK. GRADING & DRAINAGE NOTES SURVEY NOTES RADIUS OF WALL. REFER TO SECTION SHEETS FOR PROFILE VIEW BANK-EMBANKMENT WALL WITH SLOPE AND RADI AT BASE. REFER TO SECTION SHEETS FORPROFILE VIEW. BG - BREAK IN GRADE FL - FLOWLINE OF SWALE DIRECTION OF SURFACE FLOW GRADING LIMIT LINE BLEND ZONE B T DRAIN INLET HIGH POINT OF SWALE HPS RIM ELEVATION RE INVERT ELEVATION IE BREAK IN GRADE BG TOP OF WALL / BOTTOM OF WALL TW/BW TOP OF RAIL / TOP OF CONCRETE TR/TC TOP OF LEDGE / TOP OF CONCRETE TL/TC 2 ADDENDUM 07-09-2019 2 ---PAGE BREAK--- SIGNATURE TOMBSTONE BANK FEATURE - SHOTCRETE BANK 3 X 3 BENT PLATE EDGING 45° 3'-1 3/4" 2'-4 1/4" 4'-6" 6'-0" R7'-0" 2 3/8" ROUND COPING SHOTCRETE QUARTER PIPE BEYOND METAL PANEL - WEDGE ANCHOR 42" HIGH GUARDRAIL & POSTS 1 SP-5.1 TOP DECK CONCRETE SLAB 2 SP-5.6 2 3/8" ROUND COPING 4'-6" SHOTCRETE QUARTER PIPE 6'-0" 42" HIGH GUARDRAIL & POSTS R7'-0" SIGNATURE TOMBSTONE BANK FEATURE - SHOTCRETE BANK 3'-1 3/4" 2'-4 1/4" 1 SP-5.1 TOP DECK CONCRETE SLAB METAL PANEL - WEDGE ANCHOR 2 SP-5.6 6" 1 1/2" 1 1/2" 2'-0" 1'-4" SIGNATURE CAPPED LEDGE FEATURE WITH C-CHANNEL LEDGE EDGING AT CAP 1 SP-5.1 TOP DECK CONCRETE SLAB WEDGE ANCHOR WITH TAMPER PROOF NUT (BOTH SIDES), TYP. (DRILLED HOLE MUST AVOID REBAR) 2 SP-5.6 1 1/2" 9'-0" 6" 1'-4" 1 1/2" SIGNATURE CAPPED LEDGE FEATURE WITH C-CHANNEL LEDGE EDGING AT CAP 1 SP-5.1 TOP DECK CONCRETE SLAB (14) WEDGE ANCHOR WITH TAMPER PROOF NUT (BOTH SIDES), TYP. (DRILLED HOLE MUST AVOID REBAR) 2 SP-5.6 TOP DECK CONCRETE SLAB TURNDOWN WALL 16° CONCRETE STEPS WITH C-CHANNEL STAIR EDGING. WELD C-CHANNELS TO FACE PLATE AT BOTH SIDES OF STEPS. 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 LEDGE FEATURE WITH C-CHANNEL LEDGE EDGING AT CAP 1 SP-5.1 TOP DECK CONCRETE SLAB BANK BEYOND 9.5 9.5° 9.5 9.5° BANK WITH C-CHANNEL LEDGE EDGING TURNDOWN WALL AT DECK 2 3 8" DIA. SLOPED GRIND RAIL 2'-0" 9'-0" 9'-0" 2'-0" 1'-6" 1 SP-5.1 TOP DECK CONCRETE SLAB 9° 9° SHOTCRETE QUARTER PIPE HIP R6'-0" R4'-0" R5'-0" R4'-0" R5'-0" CUSTOM BENT PLATE EDGING 2'-0" 9'-2" 9'-2" 18'-4" 3'-6" 1 SP-5.1 TOP DECK CONCRETE SLAB 7T 7T B T T B B B B 7T T B B +2.5' +4.5' +4.5' +4.5' +5.5' 6T 6T 6T 6T 6T -2.75' +3.25' +4.25' +1.0' +1.33' +3.25' +3.25' 1 1 10 10 6 6 7 7 2 2 11 11 5 5 8 8 4 4 9 9 2 2 12 12 13 13 14 14 3 3 15 15 16 16 17 17 18 18 SKATE PARK- SECTIONS / PROFILES 1 - - 6 SECTION KEY MAP NOTES 4 SECTION SECTION SECTION SECTION 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 AND PROFILES. 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 DESIGN INTENT. 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 IN THE 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 INTERPRET SECTIONS/ PROFILES. 8. METAL FABRICATION NOT SHOWN ON SECTIONS - REFER TO MATERIALS PLAN - METALS AND DETAILS SHEETS FOR TYPE AND LOCATION. CONCRETE GENERAL/SPECIALTY WORK LEGEND CONCRETE WORK TO BE PERFORMED BY SKATE PARK SPECIALTY CONTRACTOR CONCRETE WORK TO BE PERFORMED BY GENERAL CONTRACTOR 7 SECTION 3 5 SECTION 0 15 30 60 1" = 30'-0" SCALE : Kyle Zick Landscape Architecture, Inc. 36 Bromfield Street Suite 202 [PHONE REDACTED] Tel Boston, MA 02108 AUGUST 2019 ASD MM SALEM, MASSACHUSETTS GALLOWS HILL PARK GALLOWS HILL PARK IMPROVEMENTS CITY OF SALEM, MA AS NOTED ACTION Sports Design, LLC. 1801 E 51st St, Suite 365-500 Austin, TX 92010 Toll Free: 1(833)ASD-PARK www.ActionSportsDesign.com SECTION 2 SP-4.1 ---PAGE BREAK--- 8'-0" 7'-5 1/2" 8'-0" 6'-0" 6'-0" R6'-0" R6'-0" TOP DECK CONCRETE SLAB SHOTCRETE BOWL FLATBOTTOM 6" 1 1/2" 1 1/2" 3'-0" TOP DECK CONCRETE SLAB SIGNATURE CAPPED LEDGE FEATURE WITH C-CHANNEL LEDGE EDGING AT CAP 6" 6 SP-5.4 6" C-CHANNEL EDGING 1'-0" WEDGE ANCHOR WITH TAMPER PROOF NUT (BOTH SIDES), TYP. (DRILLED HOLE MUST AVOID REBAR) 2 SP-5.6 SHOTCRETE QUARTER PIPE 1'-6" 4'-6" 10'-0" 40'-0" 2 3/8" ROUND COPING 3 X 3 BENT PLATE EDGING SIGNATURE TOMBSTONE BANK FEATURE - SHOTCRETE BANK SHOTCRETE QUARTER PIPE 2 3/8" ROUND COPING TOP DECK CONCRETE SLAB 42" HIGH GUARDRAIL & POSTS 1 SP-5.1 TOP DECK CONCRETE SLAB 7T 7T B T T B B B B 7T T B B +2.5' +4.5' +4.5' +4.5' +5.5' 6T 6T 6T 6T 6T -2.75' +3.25' +4.25' +1.0' +1.33' +3.25' +3.25' 1 1 10 10 6 6 7 7 2 2 11 11 5 5 8 8 4 4 9 9 2 2 12 12 13 13 14 14 3 3 15 15 16 16 17 17 18 18 14'-0" 3'-7" 3'-7" 1'-2" 3'-7" 3'-7" 8 SP-5.4 1 SP-5.1 TOP DECK CONCRETE SLAB 2 3 8 "O.D. ROUND TOP RAIL 74° 74° 4" 4" CL 9 SP-5.4 2 3 8 "O.D. ROUND POST CL CL CL CL 9'-6" 3'-6" 3'-2" 1'-2" 74° 74° 4" 4" CL CL CL CL CL 3'-6" 8 SP-5.4 1 SP-5.1 TOP DECK CONCRETE SLAB 2 3 8 "O.D. ROUND TOP RAIL 9 SP-5.4 2 3 8 "O.D. ROUND POST 8 - - 11 SECTION KEY MAP NOTES SECTION SECTION SECTION 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 AND PROFILES. 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 DESIGN INTENT. 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 IN THE 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 INTERPRET SECTIONS/ PROFILES. 8. METAL FABRICATION NOT SHOWN ON SECTIONS - REFER TO MATERIALS PLAN - METALS AND DETAILS SHEETS FOR TYPE AND LOCATION. CONCRETE GENERAL/SPECIALTY WORK LEGEND CONCRETE WORK TO BE PERFORMED BY SKATE PARK SPECIALTY CONTRACTOR CONCRETE WORK TO BE PERFORMED BY GENERAL CONTRACTOR 12 SECTION 9 10 SECTION 0 15 30 60 1" = 30'-0" SCALE : Kyle Zick Landscape Architecture, Inc. 36 Bromfield Street Suite 202 [PHONE REDACTED] Tel Boston, MA 02108 AUGUST 2019 ASD MM SALEM, MASSACHUSETTS GALLOWS HILL PARK GALLOWS HILL PARK IMPROVEMENTS CITY OF SALEM, MA AS NOTED ACTION Sports Design, LLC. 1801 E 51st St, Suite 365-500 Austin, TX 92010 Toll Free: 1(833)ASD-PARK www.ActionSportsDesign.com SKATE PARK- SECTIONS / PROFILES SP-4.2 ---PAGE BREAK--- TOP DECK CONCRETE SLAB TOP DECK CONCRETE SLAB 6" 6" TURNDOWN WALL 2'-8 1/2" 1 SP-5.1 1 SP-5.1 8 SP-5.1 7 SP-5.4 6 SP-5.3 CONCRETE STEPS WITH C-CHANNEL STAIR EDGING. WELD C-CHANNELS TO FACE PLATE AT BOTH SIDES OF STEPS. 2'-6 1/4" 9'-7 1/4" 2'-0" 2'-0" 2'-0" 2'-0" 2'-4" 8'-0" BANK BEYOND 16° 9'-5 1/4" E.Q. E.Q. 4" 1'-9 1/4" 7T 7T B T T B B B B 7T T B B +2.5' +4.5' +4.5' +4.5' +5.5' 6T 6T 6T 6T 6T -2.75' +3.25' +4.25' +1.0' +1.33' +3.25' +3.25' 1 1 10 10 6 6 7 7 2 2 11 11 5 5 8 8 4 4 9 9 2 2 12 12 13 13 14 14 3 3 15 15 16 16 17 17 18 18 3'-6" 1'-6" 2'-0" R4'-0" 3'-6" 2'-6" 5'-5" SHOTCRETE QUARTER PIPE HIP TOP DECK 1" 6" 2'-0" 1 SP-5.1 2'-0" 1'-6" 1'-6" 7'-2" 17'-4" 10 SP-5.4 BANK 9 SP-5.1 5 SP-5.1 CUSTOM BENT PLATE EDGING 5 SP-5.4 TURNDOWN WALL AT DECK 6 SP-5.3 C-CHANNEL LEDGE EDGING 6 SP-5.4 2 3 8" DIA. SLOPED GRIND RAIL 9 SP-5.4 R6'-0" TOP DECK CONCRETE SLAB CONCRETE BANK 9'-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 LEDGE FEATURE WITH C-CHANNEL LEDGE EDGING AT CAP 1 SP-5.1 TOP DECK CONCRETE SLAB 17° STAIRS BEYOND 16° 1 1/2" 14'-0" 6" 1'-4" 1 1/2" SIGNATURE CAPPED LEDGE FEATURE WITH C-CHANNEL LEDGE EDGING AT CAP 1 SP-5.1 TOP DECK CONCRETE SLAB BRICK STAMP (HERRING BONE PATTERN FLUSH WITH CONCRETE DECK. OPEN TO BEYOND BANK WITH C-CHANNEL LEDGE EDGING WEDGE FEATURE W/ C-CHANNEL EDGING 2'-0" 2'-0" 1 SP-5.1 TOP DECK CONCRETE SLAB 9° 9° 1'-6" 4'-6" 40'-0" RETAINING WALL (BACK OF QUARTER PIPE AND BANK) TOP DECK CONCRETE SLAB 42" HIGH GUARDRAIL & POSTS 1 SP-5.1 TOP DECK CONCRETE SLAB (81) WEDGE ANCHOR WITH TAMPER PROOF NUT, TYP. (DRILLED HOLE MUST AVOID REBAR) 2 SP-5.6 1/8" COLORED METAL PANEL (MEMORIAL PLAQUE SIZE AND LOCATION TO BE DETERMINED ON LANDSCAPE PLANS) 6" 6" 6" 6" SKATE PARK- SECTIONS / PROFILES 13 - - 18 SECTION KEY MAP NOTES 16 SECTION SECTION SECTION SECTION 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 AND PROFILES. 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 DESIGN INTENT. 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 IN THE 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 INTERPRET SECTIONS/ PROFILES. 8. METAL FABRICATION NOT SHOWN ON SECTIONS - REFER TO MATERIALS PLAN - METALS AND DETAILS SHEETS FOR TYPE AND LOCATION. CONCRETE GENERAL/SPECIALTY WORK LEGEND CONCRETE WORK TO BE PERFORMED BY SKATE PARK SPECIALTY CONTRACTOR CONCRETE WORK TO BE PERFORMED BY GENERAL CONTRACTOR 15 17 SECTION 0 15 30 60 1" = 30'-0" SCALE : Kyle Zick Landscape Architecture, Inc. 36 Bromfield Street Suite 202 [PHONE REDACTED] Tel Boston, MA 02108 AUGUST 2019 ASD MM SALEM, MASSACHUSETTS GALLOWS HILL PARK GALLOWS HILL PARK IMPROVEMENTS CITY OF SALEM, MA AS NOTED ACTION Sports Design, LLC. 1801 E 51st St, Suite 365-500 Austin, TX 92010 Toll Free: 1(833)ASD-PARK www.ActionSportsDesign.com SECTION 14 SP-4.3 ---PAGE BREAK--- SKATE PARK- CONSTRUCTION DETAILS 1 2 3 1 1/2" = 1'-0" FLATBOTTOM CONCRETE SLAB 3" 6" 6" REINFORCED CONCRETE SLAB 1 #3 REBAR AT 12" O.C. BOTH WAYS, TYP. 2 STEEL TROWEL SMOOTH FINISH UNLESS NOTED OTHERWISE. 3 4 5 4 4" AGGREGATE BASE- REFER TO SPECIFICATIONS 5 90% COMPACTED SUBGRADE 2 1 2 3 5 6 7 8" 2" 2" 5" 1 1/2" = 1'-0" TOP DECK CONCRETE SLAB 3" CLEAR 4" 4 5 STEEL TROWEL SMOOTH FINISH UNLESS NOTED OTHERWISE 1 REINFORCED CONCRETE SLAB 2 #3 REBAR AT 18" O.C. BOTH WAYS, TYP 3 4" AGGREGATE BASE COURSE 4 90% COMPACTED SUBGRADE 5 FINISH GRADE 6 1/2" TOOLED EDGE 7 6" 1 1/2" = 1'-0" TYPICAL BANK TO WALL 1 2 3 4 5 6 7 8 9 VARIES REFER TO SECTIONS 2" CLR.TYP. VARIES REFER TO SECTIONS 5" 1'-0" EXPANSION JOINT WITH POLYURETHANE ELASTOMERIC SEALANT, (TYP). 1 REINFORCED TOP DECK 2 SMOOTH DOWEL, #4 X 18" @ 2'-0" O.C. GREASE OR WRAP ONE END, TYP. 3 6" MIN. AGGREGATE BASE- REFER TO SPECIFICATIONS 4 COMPACTED SUBGRADE- REFER TO SPECIFICATIONS 5 6" SHOTCRETE WALL REBAR #3 @ 12" O.C. 6 RADIUS VARIES REFER TO SECTIONS 7 EXTENSION REINFORCING: #3 @ 12" O.C. VERTICAL (CONT.) TYP. #4 @ 12" O.C. HORIZONTAL TYP. 8 EDGE TREATMENT - REFER TO MATERIALS PLAN FOR TYPE & LOCATION. 9 7 VARIES REFER TO SECTIONS 1'-0" MIN. 1/2" = 1'-0" TYPICAL TRANSITION TO WALL 1 2 3 4 5 6 7 8 9 VARIES REFER TO SECTION EDGE TREATMENT - REFER TO MATERIALS PLAN FOR TYPE & LOCATION 1 EXPANSION JOINT, (TYP.) 2 #3 X 18" SMOOTH DOWEL AT 2'-6" O.C., GREASE OR WRAP ONE END 3 REINFORCED DECK 4 4" MIN. AGGREGATE BASE COURSE (REFER TO SPECIFICATIONS) 5 90% COMPACTED BASE COURSE 6 SHOTCRETE WALL WITH #3 REBAR AT 12" O.C. BOTH WAYS TYP. (REFER TO GEO-TECH REPORT) 7 BASE OF BOND BEAM TO FOLLOW PROFILES OF DECK 8 EXTENSION REINFORCING: #3 AT 12" O.C., VERTICAL (CONT), TYP. #4 AT 12" O.C., HORIZONTAL, TYP. 9 4 TYP. SHOTCRETE BOWL 3/8" = 1'-0" 1'-0" 1 2 3 4 5 6 7 8 9 10 1 REINFORCED TOP DECK 2 COPING - REFER TO MATERIALS PLAN FOR TYPE & LOCATION. 3 TYP. TRANSITION BOND BEAM 4 90% COMPACTED SUBGRADE 5 12" AGGREGATE BASE COURSE, SEE NOTE 6 #4 X 18" SMOOTH DOWEL AT 2'6" O.C. GREASE OR WRAP ONE END 7 KEY JOINT AT FLATBOTTOM 8 POINT OF TANGENCY 9 RADIUS VARIES, REFER TO SECTIONS 10 6" SHOTCRETE TRANSITION WITH #3 REBAR AT 12" O.C. BOTH WAYS TYP. 5 SKAT-WC-CO-04 REINFORCED DECK TREAD VARIES TYP. REFER TO PLANS 6" 1'-0" 6" MIN. 1% TYP. EXPANSION JOINT CONCRETE STAIR DETAIL 3/4" = 1'-0" NOTES: REFER TO PLAN FOR STEP LOCATION. CONTRACTOR TO ADJUST TOP AND BOTTOM TREAD, AND NUMBER OF RISERS AS PER PLAN. ONLY TREADS TO RECEIVE A LIGHT BROOM FINISH. TREAD VARIES TYP. REFER TO PLANS 1 2 3 4 5 6 7 8 9 REINFORCED DECK 1 #4 REBAR AT 18" O.C. BOTH WAYS 2 SIMILAR TO TURN DOWN WALL 3 EXPANSION JOINT 4 4" AGGREGATE BASE COURSE, SEE NOTE 5 90% COMPACTED SUBGRADE 6 BOND BEAM WITH FOUR #3 CONT. REBAR & #3 TIES AT 18" O.C. 7 #4 X 18" SMOOTH DOWEL AT 2'6" O.C. GREASE OR WRAP ONE END 8 TREAD, WITH 1/2" TOOLED RADIUS NOSE AND #4 REBAR CONT. REFER TO METAL MATERIALS PLAN FOR EDGING MATERIAL. 9 8 SKAT-WC-CO-06 1'-0" TYP. CAST IN PLACE CONCRETE BANK 3/8" = 1'-0" 1 2 3 4 5 6 7 8 9 10 11 VAREIS REFER TO SECTIONS VARIES REFER TO SECTIONS REINFORCED TOP DECK 1 CONSTRUCTION JOINT 2 TYP. TRANSITION BOND BEAM, SEE DETAIL 2 THIS SHEET 3 6" CONCRETE CAST IN PLACE BANK WITH #3 REBAR AT 12" O.C. BOTH WAYS 4 RADIUS VARIES REFER TO SECTIONS 5 POINT OF TANGENCY 6 KEY JOINT AT BOND BEAM 7 REINFORCED DECK 8 #4 X 18" SMOOTH DOWEL AT 2'6" O.C. GREASE OR WRAP ONE END 9 4" AGGREGATE BASE COURSE 10 90% COMPACTED SUBGRADE 11 9 SKAT-WC-CO-03 TYP. SHOTCRETE BANK 3/8" = 1'-0" 1 1'-0" 2 3 4 5 6 7 8 9 10 11 REINFORCED TOP DECK 1 CONSTRUCTION JOINT 2 TYP. TRANSITION BOND BEAM, SEE DETAIL 2 THIS SHEET 3 90% COMPACTED SUBGRADE 4 4" AGGREGATE BASE COURSE, SEE NOTE 5 #4 X 18" SMOOTH DOWEL AT 2'6" O.C. GREASE OR WRAP ONE END 6 REINFORCED DECK 7 KEY JOINT AT BOND BEAM 8 POINT OF TANGENCY 9 RADIUS VARIES REFER TO SECTIONS 10 6" SHOTCRETE BANK WITH #3 REBAR AT 12" O.C. BOTH WAYS 11 6 SKAT-WC-CO-05 BOND BEAM WITH RADIUS EDGE 1" = 1'-0" 1'-0" 1'-0" MIN. 3" CLR. TYP. 5" 2" 1 2 3 4 5 6 7 8 9 REINFORCED TOP DECK 1 SMOOTH DOWEL, #4 X 18" @ 2'-0" O.C. GREASE OR WRAP ONE END, TYP. 2 BOND BEAM WITH #3 CONT. REBAR & #3 TIES AT 18" O.C. 3 90% COMPACTED SUBGRADE 4 4" AGGREGATE BASE COURSE, SEE NOTE 5 #3 REBAR @ 12" O.C. BOTH WAYS TYP. 6 SHOTCRETE WALL 7 RADIUS VARIES, REFER TO SECTIONS 8 1/8" TOOLED JOINT BOTH SIDES 9 3 SKAT-WC-CO-20 Kyle Zick Landscape Architecture, Inc. 36 Bromfield Street Suite 202 [PHONE REDACTED] Tel Boston, MA 02108 AUGUST 2019 ASD MM SALEM, MASSACHUSETTS GALLOWS HILL PARK GALLOWS HILL PARK IMPROVEMENTS CITY OF SALEM, MA AS NOTED ACTION Sports Design, LLC. 1801 E 51st St, Suite 365-500 Austin, TX 92010 Toll Free: 1(833)ASD-PARK www.ActionSportsDesign.com SP-5.1 ---PAGE BREAK--- #4 BARS @ 12" O.C. (TYP.) MIN. 3 BARS PER SIDE TO EXTEND 18" MIN. PAST 90° BEND INTO SLAB / LEDGE WALL STAIRS LEDGE REBAR TO EXTEND FULLY INTO ADJACENT STAIRS AND TO FOLLOW THE SAME CONFIGURATION AT OPPOSING SIDE REINFORCED TOP DECK 10" 1'-0" 2" 1'-0" CLR. TYP. 2" CLR., TYP. 5" 6" 1 1/2" 3/4" = 1'-0" SLOPED LEDGE TIED INTO STAIRS ADD FURTHER DESCRIPTION HERE 1 2 3 4 5 6 7 8 9 10 3" VARIES REFER TO SECTION VARIES REFER TO SECTIONS (13" MIN. & 24" MAX) FOR GRAPHIC PURPOSES ONLY 8 1 1/2" COPING - REFER TO MATERIALS PLAN FOR TYPE & LOCATION. 1 90% COMPACTED SUBGRADE 2 4" MIN. AGGREGATE BASE- REFER TO SPECIFICATIONS 3 #4 @ 12" O.C. (TYP.) SUPPORT BARS 4 REINFORCED TOP DECK 5 #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 SIDE 9 STEEL TROWEL FINISH 10 1 2" #4 BARS @ 12" O.C. (TYP.) MIN. 3 BARS PER SIDE TO EXTEND 18" MIN. PAST 90° BEND INTO SLAB / LEDGE WALL SHOTCRETE OR CAST IN PLACE BANK LEDGE REBAR TO EXTEND FULLY INTO ADJACENT BANK TO FOLLOW THE SAME CONFIGURATION AT OPPOSING SIDE REINFORCED TOP DECK 6" 1 1/2" 1 1/2" 3/4" = 1'-0" SLOPED LEDGE TIED INTO BANK 1 2 3 4 5 6 7 8 9 10 8 FOR GRAPHIC PURPOSES ONLY 10" VARIES REFER TO SECTION VARIES REFER TO SECTIONS (13" MIN. & 24" MAX.) CLR. TYP. COPING - REFER TO MATERIALS PLAN FOR TYPE & LOCATION. 1 SHOTCRETE /CAST IN PLACE BANK, REFER TO MATERIALS PLAN FOR TYPE & LOCATION. 2 90% COMPACTED SUBGRADE 3 4" MIN. AGGREGATE BASE- REFER TO SPECIFICATIONS 4 #4 @ 12" O.C. (TYP.) SUPPORT BARS 5 #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 SIDE 9 STEEL TROWEL FINISH 10 3 VARIES 1'-0" 1'-0" 2" CLR. TYP. 5" TYP. 6" VARIES 2" CLR. TYP. 2" CLR. TYP. 1 1/2" 1 1/2" CAPPED GRIND LEDGE TIED TO DECK 1/2" = 1'-0" 1 2 3 4 5 6 7 8 REFER TO SECTIONS 9 10 COPING - REFER TO MATERIALS PLAN FOR TYPE & LOCATION. 1 STEEL TROWEL FINISH 2 #4 BARS @ 12" O.C. (TYP.) MIN. 3 BARS PER SIDE 3 #4 BARS @ 12" O.C. (TYP.) 4 #4 BARS @ 12" 5 #4 HOOK DOWELS @ 12" 6 REINFORCED TOP DECK, REFER TO MATERIALS PLAN FOR TYPE & LOCATION. 7 #4 @ 12" O.C. (TYP.) SUPPORT BARS 8 4" AGGREGATE BASE COURSE 9 90% COMPACTED SUBGRADE 10 REFER TO SECTIONS SKAT-WC-CO-08 6 RETAINING WALL- EXPANSION JOINT & WATER PROOFING 1 1/2" = 1'-0" 1 2 3 4 5 6 20'-0" SPACING MAX 1-PART (NON-SAG) POLYURETHANE CAULKING- COLOR TAN 1 CONCRETE RETAINING WALL 2 1/2" EXPANSION JOINT W/ SEALER, BOTH SIDES, TYP. 3 1/2" X 18" SPEED DOWEL W/ SLEEVE @ 12" O.C. (TYP.) 4 1/2" X 18" SPEED DOWEL W/ SLEEVE @ 12" O.C. (TYP.) 5 SPREAD FOOTING IF APPLICABLE 6 5 SKAT-WC-JO-08 RETAINING WALL UNDER DECK 1/2" = 1'-0" 1'-0" 2" CLR. 2" CLR. 0" 10" 2'-2" 4'-0" 1'-0" MIN. 10" 4" 4" 1 2 3 4 5 6 7 8 12 13 12 14 15 6'-0" MIN. LAP 5" 1 1/2" 5 1/2" 16 9 WATERPROOFING -ASPHALTIC EMULSION, BACK OF WALL AND BELOW GRADE 1 #4 DOWELS @ 12" CONT. 2 AGGREGATE BASE COURSE 3 1'-0" HOOK, TYP. 4 COMPACTED BASE COURSE 5 #4 REBAR @ 12" CONT. -T&B 6 STD. HOOK- EA. END TOP BARS 7 #5 REBAR @ 12" 8 4" DIA. (MIN.) PERFORATED PVC PIPE ORIENTED DOWN MIN. 1% GRADIENT TO OUTLET VERIFY WITH CIVIL PLANS 9 10 11 #4 DOWELS @ 16" CONT. 12 #4 REBAR @ 12" CONT. 13 GUARDRAIL POST WITH MIN. 12" EMBEDMENT INTO WALL (WHERE SPECIFIED ON PLANS) 14 REINFORCED TOP DECK 15 STEEL PLATE 16 10 FILTER FABRIC ENVELOPE VERIFY WITH CIVIL PLANS 11 3/4" TO 1-1/2" CLEAN GRAVEL VERIFY WITH CIVIL PLANS 12" MIN. 12" 4 SKAT-WC-WAL-11 1" = 1'-0" TYPICAL BOND BEAM 1'-0" 1'-0" MIN. 2" CLEAR 1 2 3 4 5 6 7 8 1/8" TOOLED JOINT BOTH SIDES 1 CONCRETE TOP DECK WITH #3 REBAR AT 18" O.C. BOTH WAYS 2 #3 X 18" SMOOTH DOWEL AT 2'-6" O.C., GREASE OR WRAP ONE END 3 4" AGGREGATE BASE COURSE 4 90% COMPACTED SUBGRADE 5 6" SHOTCRETE WALL WITH #3 REBAR AT 12" O.C. BOTH WAYS 6 BOND BEAM WITH #3 CONT. REBAR & #3 TIES AT 18" O.C. 7 COPING - REFER TO MATERIALS PLAN FOR TYPE & LOCATION. FOR CONNECTION SEE "STEEL PIPE COPING" DETAIL 8 7 Kyle Zick Landscape Architecture, Inc. 36 Bromfield Street Suite 202 [PHONE REDACTED] Tel Boston, MA 02108 AUGUST 2019 ASD MM SALEM, MASSACHUSETTS GALLOWS HILL PARK GALLOWS HILL PARK IMPROVEMENTS CITY OF SALEM, MA AS NOTED ACTION Sports Design, LLC. 1801 E 51st St, Suite 365-500 Austin, TX 92010 Toll Free: 1(833)ASD-PARK www.ActionSportsDesign.com SKATE PARK- CONSTRUCTION DETAILS SP-5.2 ---PAGE BREAK--- THICKNESS VARIES SAW-CUT JOINT 3" = 1'-0" 1/3 THICKNESS 1/8" SAW-CUT NOTE: FILL JOINT WITH FLEXIBLE POLYURETHANE ELASTOMERIC JOINT SEALANT: SIKAFLEX-1C SL OR EQUAL- COLOR TO MATCH CONCRETE SEE NOTE 1 REINFORCED TOP DECK OR FLATBOTTOM 1 1 SKAT-WC-JO-04 1'-0" MIN. TYP. 6" TYP. 2" TYP. CONSTRUCTION JOINT AT FLATBOTTOM 1 1/2" = 1'-0" 1 2 3 4 5 6 1/8" TOOLED JOINT BOTH SIDES 1 9" RIBBED CENTERBULB WATERSTOP BY JP SPECIALTIES 2 #4 X 18" SMOOTH DOWEL AT 2'-6" O.C., GREASE OR WRAP ONE END 3 REINFORCED TOP DECK OR FLATBOTTOM 4 4" AGGREGATE BASE COURSE, SEE NOTE 5 90% COMPACTED SUBGRADE 6 2 SKAT-WC-JO-01 1'-0" MIN. TYP. 5" TYP. 3" TYP. CONSTRUCTION JOINT AT DECK 1 1/2" = 1'-0" 1 3 4 5 6 1/8" TOOLED JOINT BOTH SIDES 1 9" RIBBED CENTERBULB WATERSTOP BY JP SPECIALTIES 2 #4 X 18" SMOOTH DOWEL AT 2'-6" O.C., GREASE OR WRAP ONE END 3 REINFORCED TOP DECK OR FLATBOTTOM 4 4" AGGREGATE BASE COURSE, SEE NOTE 5 90% COMPACTED SUBGRADE 6 3 SKAT-WC-JO-02 1" = 1'-0" TURNDOWN WALL ADJ TO GRADE 18" MIN. 24" MAX. 8" TO 12" 8" TO 12" 2" MIN. 12" MAX. #3 REBAR 1'-0" O.C. TYP. 2'-0" 8" 6" 1 2 3 REINFORCED TOP DECK / CAST IN PLACE BANK / SHOTCRETE BOWL 1 #4 [#13] @ TOP & BOTTOM 2 FINISH GRADE 3 7 2'-0" 8" 1'-0" 5" 5" 3" 1" = 1'-0" TURNDOWN WALL ADJ. TO DECK 1 2 3 4 5 6 7 8 REINFORCED TOP DECK (SECOND POUR) 1 REINFORCED TOP DECK (FIRST POUR) 2 2-#4 CONT. AT BOTTOM 3 4" MIN. AGGREGATE BASE- REFER TO SPECIFICATIONS 4 90% COMPACTED SUBGRADE 5 #4 REBAR 1'-0" O.C. TYP. 6 REBAR #4 @ 12" O.C. BOTH WAYS 7 REBAR TOP & BOTTOM 8 1'-0" VARIES REFER TO SECTIONS MIN. MIN. 1'-0" 1'-0" 6 VARIES REFER TO SECTIONS VARIES REFER TO SECTIONS PER PLAN 1 2 3 4 5 6 2 7 8 9 CONSTRUCTION JOINT AT FLATBOTTOM 1 REINFORCED FLATBOTTOM 2 4" MIN. AGGREGATE BASE- REFER TO SPECIFICATIONS 3 90% COMPACTED SUBGRADE- REFER TO SPECIFICATIONS 4 SMOOTH DOWEL, #4 X 18" @ 2'-0" O.C. GREASE OR WRAP ONE END, TYP. 5 CONSTRUCTION JOINT AT FLATBOTTOM 6 RADIUS VARIES, REFER TO SECTIONS 7 6" SHOTCRETE BANK WITH REBAR #3 @ 12" O.C. BOTH WAYS, TYP. 8 RADIUS VARIES, REFER TO SECTIONS 9 1'-0" 1/2" = 1'-0" TYPICAL CONCRETE WATER FALL 8 1'-0" MIN. TYP. 6" TYP. 2" TYP. CONSTRUCTION JOINT AT 5" TO 6" 1 1/2" = 1'-0" 1 3 4 5 6 1/8" TOOLED JOINT BOTH SIDES 1 9" RIBBED CENTERBULB WATERSTOP BY JP SPECIALTIES 2 #4 X 18" SMOOTH DOWEL AT 2'-6" O.C., GREASE OR WRAP ONE END 3 REINFORCED TOP DECK OR FLATBOTTOM 4 4" AGGREGATE BASE COURSE, SEE NOTE 5 90% COMPACTED SUBGRADE 6 5" TYP. 3" TYP. 5 SKAT-WC-JO-03 EXPANSION JOINT AT FLATWORK 3" = 1'-0" 1" MIN. 1/2" MIN. 1/4" MIN. 1 2 SEE NOTE # 1 NOTE: 1. FILL JOINT WITH FLEXIBLE POLYURETHANE ELASTOMERIC JOINT SEALANT: SIKAFLEX-1C SL OR EQUAL- COLOR TO MATCH CONCRETE. 2. MINIMUM CAULKING THICKNESS WITH BOND BREAKER IN PLACE IS 1/4" 3 1/8" TOOLED RADIUS BOTH SIDES, TYP. 1 BOND BREAKER MEMBRANE 2 #4 X 18" SMOOTH DOWEL AT 2'-6" O.C., GREASE OR WRAP ONE END 3 4 SKAT-WC-JO-05 Kyle Zick Landscape Architecture, Inc. 36 Bromfield Street Suite 202 [PHONE REDACTED] Tel Boston, MA 02108 AUGUST 2019 ASD MM SALEM, MASSACHUSETTS GALLOWS HILL PARK GALLOWS HILL PARK IMPROVEMENTS CITY OF SALEM, MA AS NOTED ACTION Sports Design, LLC. 1801 E 51st St, Suite 365-500 Austin, TX 92010 Toll Free: 1(833)ASD-PARK www.ActionSportsDesign.com SKATE PARK- CONSTRUCTION DETAILS SP-5.3 ---PAGE BREAK--- 3/16" 1/2" = 1'-0" ROUND COPING NOTE: 1. WELD & GRIND SMOOTH END CAPS WHERE PIPE ENDS ARE EXPOSED. NO OPEN PIPES, OR CONCRETE FILLED CAPS WILL BE ACCEPTED. 1 2 3 4 5 COPING - REFER TO MATERIALS PLAN FOR TYPE & LOCATION. 1 1/4" TOOLED JOINT - CONTINUOUS ALONG TOP & BOTTOM OF COPING, FILL WITH POLYURETHANE ELASTOMERIC SEALANT, TYP. 2 4" X 3/8" MIN. HOOK ANCHOR OR NELSON STUD @ 18" O.C. WELDED TO COPING. 3 REINFORCED TOP DECK 4 SHOTCRETE WALL 5 TYP. 1/4" 1/4" 2 1" = 1'-0" COPING SUPPORT PLAN SECTION 1 2 3 4 5 6 2 3 4 REINFORCED TOP DECK 1 COPING - REFER TO MATERIALS PLAN FOR TYPE & LOCATION. FOR CONNECTION SEE "STEEL PIPE COPING" DETAIL 2 #4 REBAR SUPPORT, WELDED TO THE LOWER BACK SIDE OF THE COPING 3 6" DIA. X 8" CONCRETE FOOTING 4 SHOTCRETE WALL 5 PLACE COPING CONSTRUCTION SUPPORT @ O.C. MIN. ALONG COPING 6 30° 45° 3 1 2 3 2" 6" TYP. 2" 3" = 1'-0" 6" C-CHANNEL EDGING FOR LEDGES 4 3 PLAN SECTION 4 5 5 6 6 7 1.5" 3/8" 2 1/2" 8 CANTILEVER (TYP.) 9 CONCRETE LEDGE 1 RADIUS 1/2" 2 3" X 1/2" MIN. HOOK ANCHOR OR NELSON STUD @ 16" O.C. 3 C6 X 8.2 STEEL CHANNEL 4 1/8" ROUTED RADIUS 5 1/ 8" TOOLED JOINT, CONTINUOUS ALONG PLATE 6 GRIND SMOOTH 7 2" X 4" MOUNTING BRACKET / WELD TAB WITH 1/2 Ø " X 2 -1/2" CONCRETE ANCHOR @ 2'-0" O.C. 8 1/2" X 2 -1/2" CONCRETE ANCHOR 9 10 3" X 1/ 2" MIN. HOOK ANCHOR OR NELSON STUD @ 4" O.C. 10 11 #4 CONT. 11 6 G G 3/16" N.T.S TYPICAL COPING JOINTS CORNER SPLICE END 1 1 1 2 3 GRIND SMOOTH COPING 1 UTILIZE HANDRAIL COUPLERS @ JOINT FOR WELD BACK UP 2 END CAP 3 4 3" = 1'-0" BENT PLATE 1 2 3 4 1 4" THK. BENT PLATE, BANK ANGLE VARIES. REFER TO SECTION 1 1/8" TOOLED JOINT - CONTINUOUS ALONG TOP & BOTTOM OF COPING, FILL WITH POLYURETHANE ELASTOMERIC SEALANT, TYP. 2 4" X 3/8" MIN. HOOK ANCHOR OR NELSON STUD @ 12" O.C. 3 SHOTCRETE BANK/ TRANSITION 4 PER PLAN PER PLAN RADUIS 1 2" 3 16" TYP. 5 3" = 1'-0" 6" FACEPLATE COPING AT STEPS 6" 1/4" TYP. 3/16" 1 2 3 4 1/4" x 4" STEEL PLATE 1 1/ 8" TOOLED JOINT, CONTINUOUS ALONG PLATE (TOP & BOTTOM) FILL WITH POLYURETHANE ELASTOMERIC SEALANT, TYP. 2 CONCRETE STEP 3 4" X 3/8" MIN. ANCHOR BOLT OR NELSON STUD STAGGERED @ 6" O.C. WELDED TO PLATE 4 1 1'-0" TYP. CONCRETE SLAB E.Q. E.Q. CL 3" MIN. 1'-4" 2" 3" MIN 2" X 2" SQUARE VERTICAL FLAT RAIL USE RAIL/POST COMBINATIONS SHOWN 2" X 6" SQUARE UNLESS OTHERWISE NOTED. RAIL POST rail/post chart 2-3/8" O.D. ROUND RAIL ROUND PIPE RAIL POST X-X 2'-0" 2'-0" 1" CLR. 1" CLR. 2-3/8" O.D. ROUND GRIND WELDS SMOOTH. 1/2" = 1'-0" TYPICAL RAIL FOOTING ADD FURTHER DESCRIPTION HERE 1 2 3 4 5 6 7 CONTINUOUS TOP RAIL, VARIES REFER TO SKATE PARK MATERIALS PLAN FOR TYPE & LOCATION, WELD END PLATE, GRIND SMOOTH 1 REINFORCED TOP DECK WITH CONTINUOUS DECK REINFORCING 2 POSTS TO BE SURROUNDED BY REINFORCEMENT, SEE X-X 3 #3 x 4" REBAR, THROUGH OR WELDED TO POST 4 STEEL POST, REFER TO RAIL / POST CHART 5 4" MIN. AGGREGATE BASE- REFER TO SPECIFICATIONS 6 90% COMPACTED SUBGRADE 7 2'-0" 3/ 16" 9 1/2" = 1'-0" SLOPED STEEL RAIL SECTION L C L C L C 9" 3" MIN. VARIES REFER TO VERTICAL REFERENCE PLAN & SECTIONS VARIES REFER TO SECTIONS FOR EXACT PLACEMENT EQUALLY SPACED EQUALLY SPACED REFER TO SECTIONS FOR EXACT PLACEMENT 1 2 3 4 9 SP-5.4 5 6 RAIL - REFER TO MATERIALS PLAN FOR TYPE & LOCATION. 1 POST - REFER TO SKATE RAIL AND FOOTING DETAIL FOR TYPE. 2 REINFORCED TOP DECK 3 #4 BARS AT 8" O.C. 4 4" AGGREGATE BASE- REFER TO SPECIFICATIONS 5 90% COMPACTED SUBGRADE 6 10 LC LC 1 2 3 4 5 6 20" 3" MIN REFER TO VERTICAL REFERENCE PLAN & SECTIONS VARIES EQUALLY SPACED REFER TO SECTIONS FOR EXACT PLACEMENT 3/4" = 1'-0" FLAT STEEL RAIL SECTION 7 8 RAIL - REFER TO MATERIALS PLAN FOR TYPE & LOCATION. 1 WELD END PLATE AT ENDS, GRIND SMOOTH. 2 POST - REFER TO SKATE RAIL AND FOOTING DETAIL FOR TYPE 3 REINFORCED TOP DECK 4 REFER TO TYP. RAIL FOOTING DETAIL FOR REINFORCEMENT 5 #4 BARS AT 8" E.W. @ RAIL 6 4" AGGREGATE BASE- REFER TO SPECIFICATIONS 7 90% COMPACTED SUBGRADE 8 9 SP-5.4 8 6" C CHANNEL EDGING FOR STAIRS 1 2 3 1 7/8" 6" TYP. 2" 4 3 PLAN SECTION 4 5 5 6 6 7 1 7/8" 9 10 8 CONCRETE LEDGE 1 RADIUS 1/2" 2 3" X 1/2" MIN. HOOK ANCHOR OR NELSON STUD @ 16" O.C. 3 C6 X 8.2 STEEL CHANNEL 4 1/8" ROUTED RADIUS 5 1/ 8" TOOLED JOINT, CONTINUOUS ALONG PLATE 6 GRIND SMOOTH 7 STITCH WELD ONE INCH EVERY 4" 8 3" X 1/ 2" MIN. HOOK ANCHOR OR NELSON STUD @ 4" O.C. 9 #4 CONT. 10 7 Kyle Zick Landscape Architecture, Inc. 36 Bromfield Street Suite 202 [PHONE REDACTED] Tel Boston, MA 02108 AUGUST 2019 ASD MM SALEM, MASSACHUSETTS GALLOWS HILL PARK GALLOWS HILL PARK IMPROVEMENTS CITY OF SALEM, MA AS NOTED ACTION Sports Design, LLC. 1801 E 51st St, Suite 365-500 Austin, TX 92010 Toll Free: 1(833)ASD-PARK www.ActionSportsDesign.com SKATE PARK- CONSTRUCTION DETAILS SP-5.4 ---PAGE BREAK--- PT= POINT OF TANGENCY VARIES REFER TO SECTIONS VARIES REFER TO SECTIONS 1" VARIES REFER TO SECTIONS VARIES REFER TO SECTIONS 6" ISOMETRIC VIEW SECTION 1 POINT OF INTERSECTION, DRAW A PERMANENT PLUMB LINE ON BOTH SIDES OF THE TEMPLATE TO INDICATE THE POINT OF INTERSECTION 2 3 4 POINT OF TANGENCY, DRAW A PERMANENT PLUMB LINE ON BOTH SIDES OF THE TEMPLATE TO INDICATE THE POINT OF TANGENCY 5 6 7 8 6" 7 6 2 3 5 1 3/8" = 1'-0" BANK STOP FORM REINFORCED BANK (BEYOND) 1 2" x 3/4" x 12" WOOD FORM STAKE [TYP.] 2 KEY JOINT AT FLATBOTTOM, END OF TEMPLATE SHALL LINE UP WITH THE KEY JOINT 3 REINFORCED FLAT BOTTOM 4 3/4" x 6" PLYWOOD 5 NOTCH FOR REBAR 6 KEY JOINT AT BOND BEAM, END OF TEMPLATE SHALL LINE UP WITH THE KEY JOINT 7 REINFORCED TOP DECK 8 1 VARIES REFER TO SECTIONS PT= POINT OF TANGENCY VARIES REFER TO SECTIONS VARIES REFER TO SECTIONS 1 2 3 4 5 6 7 POINT OF INTERSECTION, DRAW A PERMANENT PLUMB LINE ON BOTH SIDES OF THE TEMPLATE TO INDICATE THE POINT OF NTERSECTION 8 9 6" 7 2 4 6 8 10 ISOMETRIC VIEW SECTION N.T.S TRANSITION STOP FORM REINFORCED TRANSITION (BEYOND) 1 2" x 3/4" x 12" WOOD FORM STAKE [TYP.] 2 POINT OF TANGENCY, DRAW A PERMANENT PLUMB LINE ON BOTH SIDES OF THE TEMPLATE TO INDICATE THE POINT OF TANGENCY 3 KEY JOINT AT FLATBOTTOM, END OF TEMPLATE SHALL LINE UP WITH THE KEY JOINT 4 REINFORCED FLAT BOTTOM 5 3/4" x 6" PLYWOOD 6 NOTCH FOR REBAR 7 KEY JOINT AT BOND BEAM, END OF TEMPLATE SHALL LINE UP WITH THE KEY JOINT 8 REINFORCED TOP DECK 9 COPING - REFER TO MATERIALS PLAN FOR TYPE & LOCATION. FOR CONNECTION SEE "STEEL PIPE COPING" DETAIL 10 3 1/2" = 1'-0" SKATE PARK SIGN DETAIL 1'-2" 1'-5" 3'-6" 3'-6" 2'-5" 1'-1" 7" 8'-5" 2'-9" 1'-0" TYP. 1 2 3 4 5 ELEVATION 3" 1" 4 5 1 FINISH: GALVANIZED 1 1" X 1/ 4" STEEL, WELD TO STEEL TUBE. 2 42" x 33" METAL SIGN IN .080 GAUGE ANCHORED ON STEEL PLATE WITH TAMPER-PROOF BOLTS. 3 1" X 1/4" STEEL, WELD TO STEEL TUBE. 4 3" DIA. TUBULAR STEEL POST. 5 R1'-8" 4 10" 8" 6" MIN. MIN. 2-3/4" MAX. 3-1/2" NOTE: 10" ROUND STRAINER WITH SQUARE OPENINGS DRAIN INLET ENLARGEMENT 1 1/2" = 1'-0" DRAIN INLET DETAIL ZURN Z415B-100 FLOOR DRAIN WITH CAST IRON BODY, BOTTOM OUTLET & CUSTOM 8" ADJUSTABLE "TYPE B" STAINLESS STEEL STRAINER, OR APPROVED EQUAL. SLOPE TO DRAIN SLOPE TO DRAIN 1 2 0.5% MIN. SLOPE 3 4 5 6 7 6" MIN. VARIES 2'-0" MIN. 1 6 SLOPE TO DRAIN SLOPE TO DRAIN 8 9 10 11 12 13 13 14 10" REFER TO DRAIN INLET ENLARGEMENT 4" MIN. AGGREGATE BASE- REFER TO SPECIFICATIONS 1 90% COMPACTED SUBGRADE 2 (IE) INVERT ELEVATION, AS SHOWN ON PLANS 3 LONG RADIUS ELBOW OR TEE AS REQUIRED, ONLY USE SHORT RADIUS ELBOWS FOR TIGHT CLEARANCES 4 6" SDR-35 DRAINLINE. 5 REINFORCED FLATBOTTOM 6 (RE) RIM ELEVATION, AS SHOWN ON PLANS 7 WARRENS TERRABOND FILTER FABRIC PLACED ADJACENT AND AROUND PERFORATED PIPE 8 6" PERFORATED PVC, SDR-35 DRAIN LINE. 9 SLP X#THRD ADAPTER (PER MANUFACTURER) 10 CAST IRON BODY W/ BOTTOM OUTLET & ADJUSTABLE "TYPE B" POLISHED NICKEL BRONZE STRAINER 11 CONCRETE FLAT-BOTTOM SLAB. 12 POLISHED NICKEL BRONZE TOP, (TYP). 13 SCREWS 14 6 2" 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 0.1875 HSS 2.375 x 0.1875 HSS 3.500 x 0.1875 HSS 4.000 x 0.1875 3-1/2" X 3-1/2" HSS 3.500 x 3.400 x 0.1875 2" X 3" HSS 2.000 x 3.000 x 0.1875 2" X 8" HSS 2.000 x 8.000 x 0.1875 2-1/2" X 4" HSS 2.500 x 4.000 x 0.1875 2-1/2" HSS 2.875 x 0.1875 HSS 2.000 x 6.000 x 0.1875 2" X 6" HSS 3.000 x 5.000 x 0.1875 3" X 5" 6.35cm x 10.16cm x 4.76mm 5.08cm x 20.32cm x 4.76mm 5.08cm x 15.24cm x 4.76mm 5.08cm x 7.62cm x 4.76mm 7.62cm x 12.70cm x 4.76mm 6.03cm x 4.76mm 8.89cm x 8.89cm x 4.76mm 7.62cm x 7.62cm x 4.76mm 5.08cm x 5.08cm x 4.76mm 10.16cm x 4.76mm 8.89cm x 4.76mm 7.30cm x 4.76mm 3-1/2" 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 0.1875 4" 4" 11.43cm x 4.76mm 4" X 4" 10.16cm x 10.16cm x 4.76mm HSS 4.000 x 4.000 x 0.1875 4" X 4" STEEL SHAPES CHART N.T.S. STEEL SHAPES CHART NOTE: ALL HOLLOW STRUCTURAL SECTIONS (HSS) TO BE ASTM A-500 GRADE 2 1" = 1" SKATE PARK SIGN TEXT 1. THE SKATE PARK IS A SKATE-AT-YOUR-OWN RISK FACILITY. THIS IS A NON-SUPERVISED FACILITY DESIGNED FOR SKATEBOARDING (34" MAXIMUM LENGTH) AND IN-LINE SKATING (NO SPEED SKATES) ONLY. 2. SKATEBOARDING AND IN-LINE SKATING ARE HIGH RISK ACTIVITIES. PROTECTIVE EQUIPMENT SHOULD BE USED AT ALL TIMES. USE OF THIS PARK MAY EXPOSE THE USER TO SERIOUS INJURY INCLUDING BROKEN BONES, PARALYSIS OR DEATH. 3. INSPECT THE SKATING SURFACES BEFORE YOU BEGIN, AND REMOVE ANY TRASH, DEBRIS OR OBJECTS THAT MAY PREVENT A SMOOTH , SAFE RIDE. DO NOT SKATE IF THERE IS DAMAGE TO THE SKATING SURFACE. REPORT ANY FACILITY DAMAGE IMMEDIATELY TO THE 4. KNOW YOUR ABILITY AND SKATE ACCORDINGLY. 5. NO SKATING WHEN WET, RAINING OR DURING ROUTINE MAINTENANCE PERIODS. 6. BICYCLES, MOTORIZED VEHICLES, GO-PEDS, ROLLERSKATES, OR OTHER WHEELED DEVICES ARE NOT PERMITTED IN THE SKATE PARK. 7. THIS IS A NON-ACCESSIBLE FACILITY. ADDITIONAL RAMPS, JUMPS OR OBSTACLES ARE NOT ALLOWED IN THE SKATE PARK. NO MODIFICATIONS TO THE SKATING SURFACE OR FEATURES ARE ALLOWED. NO SKATING ON PARK STRUCTURES NOT SPECIFICALLY DESIGNED FOR THAT PURPOSE. 8. SKATE PARK HOURS OF OPERATION: DAWN TO DUSK. 9. SKATING ALLOWED ONLY DURING POSTED PARK HOURS. 10. FOOD, BEVERAGES, & SMOKING PROHIBITED INSIDE THE SKATE PARK. 11. ORGANIZED EVENTS REQUIRE THE PRIOR APPROVAL OF THE 12. NO SKATING ON CURBS, DRIVEWAYS, OR PARKING LOTS. 13. THIS IS A DRUG-FREE/ ALCOHOL FREE RECREATION AREA. 14. ABUSIVE, PROFANE OR FOUL LANGUAGE, OR AGGRESSIVE BEHAVIOR WILL NOT BE TOLERATED. 15. NO PETS ALLOWED IN THE SKATE PARK. 16. FAILURE TO ADHERE TO SKATE PARK AND PARK REGULATIONS CAN RESULT IN LOSS OF FACILITY PRIVILEGES AND/ OR CITATION. 5 Kyle Zick Landscape Architecture, Inc. 36 Bromfield Street Suite 202 [PHONE REDACTED] Tel Boston, MA 02108 AUGUST 2019 ASD MM SALEM, MASSACHUSETTS GALLOWS HILL PARK GALLOWS HILL PARK IMPROVEMENTS CITY OF SALEM, MA AS NOTED ACTION Sports Design, LLC. 1801 E 51st St, Suite 365-500 Austin, TX 92010 Toll Free: 1(833)ASD-PARK www.ActionSportsDesign.com SKATE PARK- CONSTRUCTION DETAILS SP-5.5 ---PAGE BREAK--- Kyle Zick Landscape Architecture, Inc. 36 Bromfield Street Suite 202 [PHONE REDACTED] Tel Boston, MA 02108 AUGUST 2019 ASD MM SALEM, MASSACHUSETTS GALLOWS HILL PARK GALLOWS HILL PARK IMPROVEMENTS CITY OF SALEM, MA AS NOTED ACTION Sports Design, LLC. 1801 E 51st St, Suite 365-500 Austin, TX 92010 Toll Free: 1(833)ASD-PARK www.ActionSportsDesign.com SKATE PARK- CONSTRUCTION DETAILS SP-5.6 1" = 1'-0" GUARDRAIL &POST 3'-6" VARIES, 4'-0" MAX O.C. 2" STEEL TUBE NOTES: 1. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR FINAL APPROVAL BEFORE FABRICATION. 2. ALL METAL SHALL TO BE HOT-DIPPED GALVANIZED. 3. ALL WELDS TO BE PERFORMED IN THE SHOP. NO ON-SITE WELDING OR COLD GALVANIZING IS ALLOWED. 1 2 3 4" [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. 1 4" [10.16cm] X 4" [10.16cm] X 1/4" [6.35mm] STEEL PLATE 2 2" X 2" STEEL TUBE 3 EQUALLY SPACED 1 3 3" = 1'-0" METAL PANEL - WEDGE ANCHOR DETAIL SECTION 5 7 1 CONCRETE LEDGE 1 1/8" COLORED METAL PANEL; GRAPHIC FILE WILL BE PROVIDED BY LANDSCAPE ARCHITECT 2 TAMPER-PROOF SECURITY NUT (ZAMACK TRIDENT NUT, OR SIMILAR; CONTRACTOR TO SELECT PRODUCT DIMENSION TO WITHSTAND LOAD OF METAL PANELS) 3 HAMMER-DRILLED HOLE; MINIMUM EMBEDMENT OF WEDGE ANCHOR MUST MATCH PRODUCT INSTRUCTIONS (HOLE MUST BE CLEANED WITH WIRE BRUSH TO REMOVE ALL CONCRETE DUST) 5 4 WEDGE ANCHOR; CONTRACTOR MUST SELECT APPROPRIATE ANCHOR TO WITHSTAND LOAD OF METAL PANEL 4 NOTE: ENSURE HAMMER-DRILLED HOLES DO NOT INTERSECT WITH ANY REBAR WITHIN CONCRETE. 6 MIN. 1/8" GAP BETWEEN METAL PANEL AND CONCRETE FACE TO ALLOW FOR EXPANSION. 6 8" x 8" x 1/2" WEATHER RESISTANT FIBRE EXPANSION JOINT WITH DRILLED HOLE FOR WEDGE ANCHOR TO PASS THROUGH 7 2 2