gallows hill park renovation - skate park
TRANSCRIPT
Kyle Zick Landscape Architecture, Inc.
36 Bromfield Street Suite 202 617 451-1018 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 PARKSALEM, MASSACHUSETTSD R A W I N G L I S TLANDSCAPE :
COVER SHEET
SD-1 SITE PREPARATION PLANL-1 LANDSCAPE PLAN
Kyle Zick Landscape Architecture, Inc.36 Bromfield Street, Suite 202Boston, MA 02108617-451-1018 Telwww. kylezick.com
AUGUST 1, 2019
LOCUS MAP
PROJECT SITE
PREPARED BY:
CONSTRUCTION DOCUMENTS
COVER
L-0
M
A
N
S
E
LL P
A
R
K
W
A
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W
IT
C
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ILL R
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A
D
SLB Group, LLC14 Thompson CourtStoughton, MA 02072781-686-2489 Tel
Action Sports Design, LLC1801 E 51st Street, Suite 365-500Austin, TX 78723512-221-8036 Tel
Joseph Sarkisian & Associates, Inc.6 Hosmer StreetWatertown, MA 02472508-790-4525 Tel
NOTESL-0A
GALLOWS HILL PARK
Meridian Associates500 Cummings CenterBeverly, MA 01915978-229-0447 Tel
EX EXISTING CONDITION PLAN
SKATEPARK :SP-0.1 SKATE PARK-NOTESC-0.1 SITE-GENERAL & GRADING NOTESSP-1.1 SKATE PARK-FEATURE PLANSP-1.2 SKATE PARK-CONCRETE FOUNDATION PLANSP-1.3 SKATE PARK-CONCRETE MATERIAL PLANSP-1.4 SKATE PARK-METAL MATERIAL PLANSP-1.5 SKATE PARK-JOINTING PLANSP-1.7SP-1.8SP-2.1SP-2.2 SKATE PARK-LAYOUT PLANSP-3.1 SKATE PARK-GRADING & DRAINAGE PLAN
SP-4.1SP-4.2SP-4.3 SKATE PARK-SECTIONS/PROFILESSP-5.1 SKATE PARK-CONSTRUCTION DETAILSSP-5.2 SKATE PARK-CONSTRUCTION DETAILSSP-5.3 SKATE PARK-CONSTRUCTION DETAILSSP-5.4 SKATE PARK-CONSTRUCTION DETAILSSP-5.5 SKATE PARK-CONSTRUCTION DETAILSSP-5.6 SKATE PARK-CONSTRUCTION DETAILS
SKATE PARK-SECTIONS/PROFILESSKATE PARK-SECTIONS/PROFILES
SKATE PARK-LAYOUT PLANSKATE PARK-METAL COLOR PLANSKATE PARK-CONCRETE COLOR PLAN
SITE
Kyle Zick Landscape Architecture, Inc.
36 Bromfield Street Suite 202 617 451-1018 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
Kyle Zick Landscape Architecture, Inc.
36 Bromfield Street Suite 202 617 451-1018 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 4020 80 FT.
·
Kyle Zick Landscape Architecture, Inc.
36 Bromfield Street Suite 202 617 451-1018 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 3015 60 FT.
SKATE PARK
IMPROVEMENTS
Kyle Zick Landscape Architecture, Inc.
36 Bromfield Street Suite 202 617 451-1018 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 3015 60 FT.
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 (1)
WEEK PRIOR TO START OF CONSTRUCTION FOR LOCATING UNDERGROUND UTILITIES.
6) THE LOCATION OF UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON THE
BEST INFORMATION, HOWEVER, THE CITY OF EAGAN, MN, ENGINEER AND LANDSCAPE ARCHITECT
ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN, OR FOR THE
INADVERTENT OMISSION OF ANY SUCH INFORMATION. THE CONTRACTOR SHALL COOPERATE
WITH ALL UTILITY COMPANIES AND OTHER CONTRACTORS WORKING WITHIN THE LIMITS OF THIS
PROJECT.
7) DETOURING OF PEDESTRIANS SHALL BE ACCOMPLISHED WITH ADEQUATE SIGNS AT A SAFE
LOCATION.
SHEET NO. SHEET TITLE DATE NUMBER DATE BY
DRAWING INDEX
LOCATION MAP
SP - 0.0 SKATE PARK-COVER SHEET
PROJECT
LOCATION
SP - 0.1 SKATE PARK-NOTES
DESIGN DEVELPOMENT DOCUMENTS FOR:
SALEM, MA
JUNE 2019
PROJECT ADDRESS
RYAN BRENNAN MEMORIAL SKATEPARK
MANSELL PKWY
SALEM, MA 01970
PROJECT DIRECTORY
OWNER'S NAME & ADDRESS
CITY OF SALEM
PARKS & RECREATION DEPARTMENT
120 WASHINGTON STREET
SALEM, MA 01970
PROJECT REPRESENTATIVE:
JENNA IDE, DIRECTOR OF CAPITAL PROJECTS AND MUNICIPAL OPERATIONS
DESIGN CONSULTANT
LANDSCAPE ARCHITECT / SKATE PARK DESIGNER
ASD
30% 04-2018
C - 0.1 SITE-GENERAL AND GRADING NOTES
Kyle Zick Landscape Architecture, Inc.
36 Bromfield Street Suite 202 617 451-1018 Tel
Boston, MA 02108
AUGUST 2019
ASD MM
SALEM, MASSACHUSETTS
GALLOWS HILL
PARK
GALLOWS HILL PARK IMPROVEMENTS
CITY OF SALEM, MA
AS NOTED
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 PLANSP - 1.5
100% CD 06-2019
SP-0.0
SP - 1.8 SKATE PARK-METAL COLOR PLAN
SP - 2.1 SKATE PARK-LAYOUT PLAN
SP - 2.2 SKATE PARK-LAYOUT PLAN
SP - 3.1 SKATE PARK-GRADING/DRAINAGE
SP - 4.1 SKATE PARK-SECTIONS/ PROFILES
SP - 4.3 SKATE PARK-SECTIONS/ PROFILES
SP - 5.6 SKATE PARK-CONSTRUCTION DETAILS
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BID SET 08-2019
SKATE PARK-DESIGN CRITERIA
IMPORTANCE FACTOR I = 1.0
3-SECOND GUST WIND SPEED 90 M.P.H.
WIND:
COMPLY WITH 2000 INTERNATIONAL BUILDING CODE, AS AMENDED BY THE
CODE:
THESE GENERAL STRUCTURAL NOTES APPLY UNLESS OTHERWISE NOTED.
WIND EXPOSURE "C"
SITE CLASS "D"
SEISMIC:
SEISMIC USE 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
SLUMPCONTENT
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 LENGTHS, 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 202 617 451-1018 Tel
Boston, MA 02108
AUGUST 2019
ASD MM
SALEM, MASSACHUSETTS
GALLOWS HILL
PARK
GALLOWS HILL PARK IMPROVEMENTS
CITY OF SALEM, MA
AS NOTED
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
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 1%. 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 (6'
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 202 617 451-1018 Tel
Boston, MA 02108
AUGUST 2019
ASD MM
SALEM, MASSACHUSETTS
GALLOWS HILL
PARK
GALLOWS HILL PARK IMPROVEMENTS
CITY OF SALEM, MA
AS NOTED
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
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
BB
+2.5'
+4.5'
+0'
+0'
+0'
+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 202 617 451-1018 Tel
Boston, MA 02108
AUGUST 2019
ASD MM
SALEM, MASSACHUSETTS
GALLOWS HILL
PARK
GALLOWS HILL PARK IMPROVEMENTS
CITY OF SALEM, MA
AS NOTED
ACTION Sports Design, LLC.
1801 E 51st St, Suite 365-500
Austin, TX 92010
Toll Free: 1(833)ASD-PARK
www.ActionSportsDesign.com
NORTH
SYMBOL DESCRIPTION STRENGTH FINISHCURE TIME
TURNDOWN WALL 4,000 P.S.I.SMOOTH TROWEL28 DAYS
CAST IN PLACE LEDGE OR
RAIL TIED TO BANK OR
DECK
4,000 P.S.I.SMOOTH TROWEL28 DAYS
4,000 P.S.I.
SMOOTH TROWEL28 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 202 617 451-1018 Tel
Boston, MA 02108
AUGUST 2019
ASD MM
SALEM, MASSACHUSETTS
GALLOWS HILL
PARK
GALLOWS HILL PARK IMPROVEMENTS
CITY OF SALEM, MA
AS NOTED
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-1.2NORTH
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
BB
+2.5'
+4.5'
+0'
+0'
+0'
+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-1.3NORTH
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 (3)
PUBLIC CONCRETE (PRE-CAST EXCLUDED) SKATE PARK FACILITIES WITH A MINIMUM SIZE OF 10,000
SQUARE FEET, IN THE LAST FIVE (5) 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 202 617 451-1018 Tel
Boston, MA 02108
AUGUST 2019
ASD MM
SALEM, MASSACHUSETTS
GALLOWS HILL
PARK
GALLOWS HILL PARK IMPROVEMENTS
CITY OF SALEM, MA
AS NOTED
ACTION Sports Design, LLC.
1801 E 51st St, Suite 365-500
Austin, TX 92010
Toll Free: 1(833)ASD-PARK
www.ActionSportsDesign.com
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
BB
+2.5'
+4.5'
+0'
+0'
+0'
+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 202 617 451-1018 Tel
Boston, MA 02108
AUGUST 2019
ASD MM
SALEM, MASSACHUSETTS
GALLOWS HILL
PARK
GALLOWS HILL PARK IMPROVEMENTS
CITY OF SALEM, MA
AS NOTED
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-1.4NORTH
SKATE PARK
JOINTING PLAN
Kyle Zick Landscape Architecture, Inc.
36 Bromfield Street Suite 202 617 451-1018 Tel
Boston, MA 02108
AUGUST 2019
ASD MM
SALEM, MASSACHUSETTS
GALLOWS HILL
PARK
GALLOWS HILL PARK IMPROVEMENTS
CITY OF SALEM, MA
AS NOTED
ACTION Sports Design, LLC.
1801 E 51st St, Suite 365-500
Austin, TX 92010
Toll Free: 1(833)ASD-PARK
www.ActionSportsDesign.com
SP-1.5NORTH
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
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S
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J
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S
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J
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S
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J
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S
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J
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S
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J
.
S
.
J
.
S
.
J
.
S.J.
C.J.
C.J.
C.J.
C.J.
S.J.
S
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J
.
S
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J
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S
.
J
.
S
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J
.
S
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J
.
S
.
J
.
S
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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
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J
.
S.J.
C
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J
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C
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J
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S
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J
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S
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J
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S
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J
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C
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J
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S.J.
S.J.
S
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J
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S
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J
.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
SKATE PARK- ARTISTIC RENDERS
Kyle Zick Landscape Architecture, Inc.
36 Bromfield Street Suite 202 617 451-1018 Tel
Boston, MA 02108
AUGUST 2019
ASD MM
SALEM, MASSACHUSETTS
GALLOWS HILL
PARK
GALLOWS HILL PARK IMPROVEMENTS
CITY OF SALEM, MA
AS NOTED
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
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 202 617 451-1018 Tel
Boston, MA 02108
AUGUST 2019
ASD MM
SALEM, MASSACHUSETTS
GALLOWS HILL
PARK
GALLOWS HILL PARK IMPROVEMENTS
CITY OF SALEM, MA
AS NOTED
ACTION Sports Design, LLC.
1801 E 51st St, Suite 365-500
Austin, TX 92010
Toll Free: 1(833)ASD-PARK
www.ActionSportsDesign.com
SP-1.7NORTH
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 (3)
PUBLIC CONCRETE (PRE-CAST EXCLUDED) SKATE PARK FACILITIES WITH A MINIMUM SIZE OF 10,000
SQUARE FEET, IN THE LAST FIVE (5) 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.
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 202 617 451-1018 Tel
Boston, MA 02108
AUGUST 2019
ASD MM
SALEM, MASSACHUSETTS
GALLOWS HILL
PARK
GALLOWS HILL PARK IMPROVEMENTS
CITY OF SALEM, MA
AS NOTED
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-1.8NORTH
1
24
5
6
7
8
9
1
0
1
1
1
2
1
3
1
4
1
5
1
6
1
7
1
8
1
9
2
0
2
1
2
2
2
3
2
4
2
5
2
6
2
7
2
8
2
9
3
0
3
13
2
3
3
3
4
3
5
3
6
3
7
3
8
3
9
4
0
4
1
4
2
4
3
4
4
4
5
4
6
4
7
4
8
4
9
5
0
5
1
5
2
5
3
5
4
5
5
5
6
5
7
5
8
5
9
6
0
6
1
6
2
6
3
6
4
6
5
6
6
6
7
6
8
6
9
7
0
7
1
7
2
7
3
7
4
7
5
7
6
7
7
7
8
7
9
8
0
8
1
8
2
8
3
8
4
8
5
8
6
8
7
8
8
8
9
9
0
9
1
9
2
9
3
9
4
9
5
9
6
9
7
9
8
9
9
1
0
0
1
0
1
1
0
2
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 202 617 451-1018 Tel
Boston, MA 02108
AUGUST 2019
ASD MM
SALEM, MASSACHUSETTS
GALLOWS HILL
PARK
GALLOWS HILL PARK IMPROVEMENTS
CITY OF SALEM, MA
AS NOTED
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
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
24
5
6
7
8
9
1
0
1
1
1
2
1
3
1
4
1
5
1
6
1
7
1
8
1
9
2
0
2
1
2
2
2
3
2
4
2
5
2
6
2
7
2
8
2
9
3
0
3
13
2
3
3
3
4
3
5
3
6
3
7
3
8
3
9
4
0
4
1
4
2
4
3
4
4
4
5
4
6
4
7
4
8
4
9
5
0
5
1
5
2
5
3
5
4
5
5
5
6
5
7
5
8
5
9
6
0
6
1
6
2
6
3
6
4
6
5
6
6
6
7
6
8
6
9
7
0
7
1
7
2
7
3
7
4
7
5
7
6
7
7
7
8
7
9
8
0
8
1
8
2
8
3
8
4
8
5
8
6
8
7
8
8
8
9
9
0
9
1
9
2
9
3
9
4
9
5
9
6
9
7
9
8
9
9
1
0
0
1
0
1
L1
L2
C1
C
2
C3
L6
L7
L8
L9
L10
L11
L1
2L1
3
L14 L15L16
L17
L18
L19
L
2
0
L
2
1
L
2
2
L
2
3
L24
L25
L
2
6
L27
L
2
8
L29
L30
L31
L32 L33
L
3
4
L35
L36
L37
L38
L39L40
L41
L
4
2
L
4
3
L44
L45
L
4
6
L47
L48
L49
L
5
0
L51
L
5
2
L53
L54
L55
L
5
6
L
5
7
L
5
9
L
6
0
L
6
1
L
6
2
L
6
3
L
6
6
L67
L68
L69L70L71
L72 L73
L
7
4
L
7
5
L76
L77
L78
L79
C
5
L80
C
7
L
8
1
C
9
C
1
0
C
1
1
C
1
2
C
1
3
C
1
4
L82
C
1
6
L83
C
1
8
L84
C
2
0
L
8
5
C22
C
2
3
C
2
4
C
2
5
C
2
6
C
2
7
L86
C
2
9
1
0
2
SKATE PARK
LAYOUT PLAN
Kyle Zick Landscape Architecture, Inc.
36 Bromfield Street Suite 202 617 451-1018 Tel
Boston, MA 02108
AUGUST 2019
ASD MM
SALEM, MASSACHUSETTS
GALLOWS HILL
PARK
GALLOWS HILL PARK IMPROVEMENTS
CITY OF SALEM, MA
AS NOTED
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
7T 7T
B
T
T
B B
B B
7T
T
BB
+2.5'
+4.5'
+0'
+0'
+0'
+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'
R
E
4
8
.5
0
IE
S
E
E
C
IV
IL
5
4
.6
0
5
5
.7
5
5
5
.7
1
5
3
.7
5
5
3
.7
5
FLOWLINE OF SWALE
5
3
.7
5
5
3
.4
1
5
5
.7
5
5
1
.2
5
5
1
.2
5
5
1
.2
5
5
1
.2
5
5
2
.7
5
5
4
.7
5
FLOWLINE OF SWALE
FLOWLINE OF SWALE
5
1
.2
5
5
1
.2
5
H
P
S
H
P
S
5
0
.8
5
BG
BG
5
1
.2
5
5
1
.2
5
5
1
.2
5
5
1
.2
5
5
6
.7
5
5
6
.7
5
5
5
.7
5
5
5
.7
5
5
5
.7
5
5
5
.7
5
5
1
.1
7
5
1
.1
7
5
3
.7
5
5
3
.7
5
5
3
.7
5
5
1
.2
5
BG
5
1
.2
5
5
1
.2
5
5
5
.7
1
5
1
.2
5
5
1
.2
5
5
1
.0
5
FLOWLINE
OF SWALE
5
1
.2
5
5
1
.1
7
5
0
.8
5
5
1
.2
5
H
P
S
H
P
S
5
4
.5
0
4
8
.6
6
FLOWLINE OF SWALE
4
8
.6
6
4
8
.6
6
4
8
.6
6
4
8
.6
6
4
8
.6
6
4
8
.6
6
4
8
.6
6
4
8
.6
6
4
8
.6
6
5
4
.6
0
5
3
.8
5
5
4
.6
0
5
4
.6
0
5
4
.6
0
5
4
.6
0
5
4
.6
0
5
4
.6
0
5
5
.7
0
5
5
.7
0
5
5
.7
0
5
5
.7
05
6
.7
2
5
6
.7
2
5
1
.2
5
5
1
.2
5
5
4
.5
0
5
4
.5
0
5
4
.5
0
5
4
.5
0
5
4
.5
0
5
4
.5
0
5
4
.5
0
5
4
.5
0
5
4
.5
0
5
4
.8
5
TC
51.1
6
TL
52.4
9
TC
51.2
3
TL
52.2
3
TC
51.2
5
TL
52.5
8
TC
51.2
3
TL
52.2
3
TC
51.2
5
TL
53.2
5
TC
51.2
5
TL
53.2
5
TC
52.7
5
TL
54.7
5
TC
51.2
5
TR
53.2
5
TC
51.2
5
TR
53.2
5
TC
52.7
5
TR
54.7
5
TC
53.6
4
TR
54.8
0
TC
53.6
4
TR
54.8
0
TC
51.2
5
TL
53.0
8
TC
53.7
5
TL
56.2
5
TC
53.7
5
TR
56.2
5
TC
51.2
5
TR
53.0
8
TW
55.6
0
BW
54.6
0
TW
55.6
0
BW
54.6
0
TW
55.6
0
BW
54.6
0
5
3
.7
5
Kyle Zick Landscape Architecture, Inc.
36 Bromfield Street Suite 202 617 451-1018 Tel
Boston, MA 02108
AUGUST 2019
ASD MM
SALEM, MASSACHUSETTS
GALLOWS HILL
PARK
GALLOWS HILL PARK IMPROVEMENTS
CITY OF SALEM, MA
AS NOTED
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 1%.
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 SWALEHPS
RIM ELEVATIONRE
INVERT ELEVATIONIE
BREAK IN GRADEBG
TOP OF WALL / BOTTOM OF WALLTW/BW
TOP OF RAIL / TOP OF CONCRETETR/TC
TOP OF LEDGE / TOP OF CONCRETETL/TC
2
ADDENDUM 07-09-2019
2
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
(4) 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
BB
BB
7T
T
BB
+2.5'
+4.5'
+0'
+0'
+0'
+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
1111
5
5
88
4
4
9
9
2 2
12
12
1313
14
14
3
3
15
15
1616
17
17
18
18
SKATE PARK- SECTIONS / PROFILES
1-
-
6
SECTIONKEY MAP
NOTES 4SECTION 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 202 617 451-1018 Tel
Boston, MA 02108
AUGUST 2019
ASD MM
SALEM, MASSACHUSETTS
GALLOWS HILL
PARK
GALLOWS HILL PARK IMPROVEMENTS
CITY OF SALEM, MA
AS NOTED
ACTION Sports Design, LLC.
1801 E 51st St, Suite 365-500
Austin, TX 92010
Toll Free: 1(833)ASD-PARK
www.ActionSportsDesign.com
SECTION2
SP-4.1
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"
(6) 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
BB
BB
7T
T
BB
+2.5'
+4.5'
+0'
+0'
+0'
+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
1111
5
5
88
4
4
9
9
2 2
12
12
1313
14
14
3
3
15
15
1616
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"
C
L
9
SP-5.4
2
3
8
"O.D.
ROUND
POST
C
L
C
L
C
L
C
L
9'-6"
3'-6" 3'-2"
1'-2"
74°
74°
4" 4"
C
L
C
L
C
L
C
L
C
L
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
SECTIONKEY 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 202 617 451-1018 Tel
Boston, MA 02108
AUGUST 2019
ASD MM
SALEM, MASSACHUSETTS
GALLOWS HILL
PARK
GALLOWS HILL PARK IMPROVEMENTS
CITY OF SALEM, MA
AS NOTED
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
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
BB
BB
7T
T
BB
+2.5'
+4.5'
+0'
+0'
+0'
+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
1111
5
5
88
4
4
9
9
2 2
12
12
1313
14
14
3
3
15
15
1616
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
SECTIONKEY MAP
NOTES 16SECTION 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 202 617 451-1018 Tel
Boston, MA 02108
AUGUST 2019
ASD MM
SALEM, MASSACHUSETTS
GALLOWS HILL
PARK
GALLOWS HILL PARK IMPROVEMENTS
CITY OF SALEM, MA
AS NOTED
ACTION Sports Design, LLC.
1801 E 51st St, Suite 365-500
Austin, TX 92010
Toll Free: 1(833)ASD-PARK
www.ActionSportsDesign.com
SECTION14
SP-4.3
SKATE PARK-
CONSTRUCTION DETAILS
12
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
54
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 SLAB2
#3 REBAR AT 18" O.C. BOTH WAYS,
TYP
3
4" AGGREGATE BASE COURSE4
90% COMPACTED SUBGRADE5
FINISH GRADE6
1/2" TOOLED EDGE7
6"
1
1/2" = 1'-0"
TYPICAL BANK TO WALL
1
2
3
4
5
6
7
8
99
VA
RIE
S
RE
FE
R T
O
SE
CT
IO
NS
2"
CLR.TYP.
VARIES
REFER TO
SECTIONS
5"
1'-0
"
EXPANSION JOINT WITH
POLYURETHANE ELASTOMERIC
SEALANT, (TYP).
1
REINFORCED TOP DECK2
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
VA
RIE
S
RE
FE
R T
O S
EC
TIO
NS
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 DECK44" MIN. AGGREGATE BASE COURSE
(REFER
TO SPECIFICATIONS)
5
90% COMPACTED BASE COURSE6SHOTCRETE 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 BOWL3/8" = 1'-0"
1'-0"
1
2
3
4
5
6
7
8
9
101
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.
5SKAT-WC-CO-04
REINFORCED DECK
TREAD VARIES
TYP. REFER TO PLANS
6"
1'-0"
6
"
M
I
N
.
1% TYP.
EXPANSION JOINT
CONCRETE STAIR DETAIL3/4" = 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.
TR
EA
D V
AR
IE
S T
YP
.
RE
FE
R T
O P
LA
NS
1
2
3
4
5
6
7
8
9
REINFORCED DECK1
#4 REBAR AT 18" O.C. BOTH WAYS2
SIMILAR TO TURN DOWN WALL3
EXPANSION JOINT4
4" AGGREGATE BASE COURSE,
SEE NOTE
5
90% COMPACTED SUBGRADE6BOND BEAM WITH FOUR (4) #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
8TREAD, WITH 1/2" TOOLED RADIUS NOSE
AND #4 REBAR CONT. REFER TO METAL
MATERIALS PLAN FOR EDGING MATERIAL.
9
8SKAT-WC-CO-06
1'-0"
TYP. CAST IN PLACE CONCRETE BANK3/8" = 1'-0"
1
2 3 4
5
6
7
89
10
11 V
A
R
E
IS
R
E
F
E
R
T
O
S
E
C
T
IO
N
S
VA
RIE
S R
EF
ER
TO
S
EC
TIO
NS
REINFORCED TOP DECK1
CONSTRUCTION JOINT2
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 SECTIONS5
POINT OF TANGENCY6
KEY JOINT AT BOND BEAM7
REINFORCED DECK8
#4 X 18" SMOOTH DOWEL AT 2'6" O.C.
GREASE OR WRAP ONE END
9
4" AGGREGATE BASE COURSE10
90% COMPACTED SUBGRADE11
9SKAT-WC-CO-03
TYP. SHOTCRETE BANK3/8" = 1'-0"
1
1'-0"
2
3
4
5
6
7
8
9
10
11
REINFORCED TOP DECK1
CONSTRUCTION JOINT2
TYP. TRANSITION BOND BEAM, SEE
DETAIL 2 THIS SHEET
3
90% COMPACTED SUBGRADE4
4" AGGREGATE BASE COURSE, SEE NOTE5
#4 X 18" SMOOTH DOWEL AT 2'6" O.C.
GREASE OR WRAP ONE END
6
REINFORCED DECK7
KEY JOINT AT BOND BEAM8
POINT OF TANGENCY9
RADIUS VARIES REFER TO SECTIONS10
6" SHOTCRETE BANK WITH #3
REBAR AT 12" O.C. BOTH WAYS
11
6SKAT-WC-CO-05
BOND BEAM WITH RADIUS EDGE1" = 1'-0"
1'-0
"
1'-0" MIN.
3" CLR. TYP.
5"
2"
1
2
3
4
5
6
78
9
REINFORCED TOP DECK1
SMOOTH DOWEL, #4 X 18" @ 2'-0" O.C.
GREASE OR WRAP ONE END, TYP.
2
BOND BEAM WITH (4) #3 CONT. REBAR &
#3 TIES AT 18" O.C.
3
90% COMPACTED SUBGRADE4
4" AGGREGATE BASE COURSE,
SEE NOTE
5
#3 REBAR @ 12" O.C. BOTH WAYS TYP.6SHOTCRETE WALL7RADIUS VARIES, REFER TO SECTIONS8
1/8" TOOLED JOINT BOTH SIDES
9
3SKAT-WC-CO-20
Kyle Zick Landscape Architecture, Inc.
36 Bromfield Street Suite 202 617 451-1018 Tel
Boston, MA 02108
AUGUST 2019
ASD MM
SALEM, MASSACHUSETTS
GALLOWS HILL
PARK
GALLOWS HILL PARK IMPROVEMENTS
CITY OF SALEM, MA
AS NOTED
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
#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"
VA
RIE
S R
EF
ER
TO
S
EC
TIO
N
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 SUBGRADE2
4" MIN. AGGREGATE BASE- REFER TO SPECIFICATIONS3
#4 @ 12" O.C. (TYP.) SUPPORT BARS4
REINFORCED TOP DECK5
#4 HOOK DOWELS @ 12"6
#4 BARS @ 12"7
#4 BARS @ 12" O.C. (TYP.)8
#4 BARS @ 12" O.C. (TYP.) MIN. 3 BARS PER SIDE9
STEEL TROWEL FINISH10
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
"V
AR
IE
S R
EF
ER
TO
S
EC
TIO
N
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 SUBGRADE3
4" MIN. AGGREGATE BASE- REFER TO SPECIFICATIONS4
#4 @ 12" O.C. (TYP.) SUPPORT BARS5
#4 HOOK DOWELS @ 12"6
#4 BARS @ 12"7
#4 BARS @ 12" O.C. (TYP.)8
#4 BARS @ 12" O.C. (TYP.) MIN. 3 BARS PER SIDE9
STEEL TROWEL FINISH10
3
VA
RIE
S
1'-0
"
1'-0"
2"
CLR. TYP.
5"
TYP.
6"
VARIES
2"
CL
R. T
YP
.
2"
CLR. TYP.
1 1/2"
1 1/2"
CAPPED GRIND LEDGE TIED TO DECK1/2" = 1'-0"
1
2
3
4
5
6 7
8
REFER TO SECTIONS
910
COPING - REFER TO MATERIALS
PLAN FOR TYPE & LOCATION.
1
STEEL TROWEL FINISH2
#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 COURSE9
90% COMPACTED SUBGRADE10
RE
FE
R T
O S
EC
TIO
NS
SKAT-WC-CO-08
6RETAINING 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 WALL2
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 APPLICABLE6
5SKAT-WC-JO-08
RETAINING WALL UNDER DECK1/2" = 1'-0"
1'-0
"
2"
CL
R.
2" C
LR
.
0"10"2'-2"
4'-0"
1'-0" MIN.
10"
4"4"
1
2
3
4
5
6
7
8
12
1312
1415
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.2AGGREGATE BASE COURSE31'-0" HOOK, TYP.4COMPACTED BASE COURSE5
#4 REBAR @ 12" CONT.
-T&B
6
STD. HOOK- EA. END TOP BARS7
#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.13GUARDRAIL POST WITH MIN. 12"
EMBEDMENT INTO WALL (WHERE
SPECIFIED ON PLANS)
14
REINFORCED TOP DECK15
STEEL PLATE16
10
FILTER FABRIC ENVELOPE VERIFY
WITH CIVIL PLANS
11
3/4" TO 1-1/2" CLEAN GRAVEL
VERIFY WITH CIVIL PLANS
12
" M
IN
.
12
"
4SKAT-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 SIDES1
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 COURSE4
90% COMPACTED SUBGRADE5
6" SHOTCRETE WALL WITH #3 REBAR AT
12" O.C. BOTH WAYS
6
BOND BEAM WITH (4) #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 202 617 451-1018 Tel
Boston, MA 02108
AUGUST 2019
ASD MM
SALEM, MASSACHUSETTS
GALLOWS HILL
PARK
GALLOWS HILL PARK IMPROVEMENTS
CITY OF SALEM, MA
AS NOTED
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
TH
IC
KN
ES
S
V
AR
IE
S
SAW-CUT JOINT3" = 1'-0"
1/3
TH
IC
KN
ES
S
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
1SKAT-WC-JO-04
1'-0"
MIN. TYP.
6"
TY
P.
2"
TY
P.
CONSTRUCTION JOINT AT FLATBOTTOM1 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 SUBGRADE6
2SKAT-WC-JO-01
1'-0"
MIN. TYP.
5"
TY
P.
3"
TY
P.
CONSTRUCTION JOINT AT DECK1 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 SUBGRADE6
3SKAT-WC-JO-02
1" = 1'-0"
TURNDOWN WALL ADJ TO GRADE
18
" M
IN
. 2
4" M
AX
.
8" TO 12"
8" TO 12"
2" M
IN
. 1
2" M
AX
.
#3 REBAR 1'-0"
O.C. TYP.
2'-0"
8"
6"
1
2
3
REINFORCED TOP DECK / CAST IN
PLACE BANK / SHOTCRETE BOWL
1
(2) #4 [#13] @ TOP & BOTTOM2
FINISH GRADE3
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 BOTTOM3
4" MIN. AGGREGATE BASE- REFER TO
SPECIFICATIONS
4
90% COMPACTED SUBGRADE5
#4 REBAR 1'-0" O.C. TYP.6
REBAR #4 @ 12" O.C. BOTH WAYS7
REBAR TOP & BOTTOM8
1'-0"
VA
RIE
S
RE
FE
R T
O S
EC
TIO
NS
MIN.MIN.
1'-0" 1'-0"
6
VARIES REFER TO SECTIONS
VA
RIE
S R
EF
ER
TO
S
EC
TIO
NS
PER PLAN
1
2
3
4
5 6
27
8
9
CONSTRUCTION JOINT AT FLATBOTTOM1
REINFORCED FLATBOTTOM2
4" MIN. AGGREGATE BASE- REFER TO SPECIFICATIONS390% COMPACTED SUBGRADE- REFER TO SPECIFICATIONS4
SMOOTH DOWEL, #4 X 18" @ 2'-0" O.C. GREASE OR
WRAP ONE END, TYP.
5
CONSTRUCTION JOINT AT FLATBOTTOM6
RADIUS VARIES, REFER TO SECTIONS7
6" SHOTCRETE BANK WITH REBAR #3 @ 12" O.C.
BOTH WAYS, TYP.
8
RADIUS VARIES, REFER TO SECTIONS9
1'-0"
1/2" = 1'-0"
TYPICAL CONCRETE WATER FALL
8
1'-0"
MIN. TYP.
6"
TY
P.
2"
TY
P.
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 SUBGRADE6
5"
TY
P.
3"
TY
P.
5SKAT-WC-JO-03
EXPANSION JOINT AT FLATWORK3" = 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
4SKAT-WC-JO-05
Kyle Zick Landscape Architecture, Inc.
36 Bromfield Street Suite 202 617 451-1018 Tel
Boston, MA 02108
AUGUST 2019
ASD MM
SALEM, MASSACHUSETTS
GALLOWS HILL
PARK
GALLOWS HILL PARK IMPROVEMENTS
CITY OF SALEM, MA
AS NOTED
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
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 DECK4
SHOTCRETE WALL5
TYP.
1/4
"
1/4"
2
1" = 1'-0"
COPING SUPPORT
PLANSECTION
1
2
3
4
5
6
2
3
4
REINFORCED TOP DECK1
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 FOOTING4
SHOTCRETE WALL5
PLACE COPING CONSTRUCTION SUPPORT @ 4'-0"' O.C. MIN.
ALONG COPING
6
3
0
°
4
5
°
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
71.5"3/8"
2 1/2"
8CANTILEVER
(TYP.)
9
CONCRETE LEDGE1RADIUS 1/2"23" X 1/2" MIN. HOOK
ANCHOR OR NELSON STUD @ 16" O.C.
3
C6 X 8.2 STEEL CHANNEL41/8" ROUTED RADIUS5
1/ 8" TOOLED JOINT,
CONTINUOUS ALONG PLATE
6
GRIND SMOOTH7
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 ANCHOR9
10
3" X 1/ 2" MIN. HOOK ANCHOR OR NELSON STUD @ 1'- 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
COPING1
UTILIZE HANDRAIL COUPLERS
@ JOINT FOR WELD BACK UP
2
END CAP3
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/ TRANSITION4
PER PLAN
P
E
R
P
L
A
N
RADUIS
1
2
"
3
16
"
TYP.
5
3" = 1'-0"
6" FACEPLATE COPING AT STEPS
6"
1/4"
TYP.
3/16"
1
2
34
1/4" x 4" STEEL PLATE1
1/ 8" TOOLED JOINT, CONTINUOUS
ALONG PLATE (TOP & BOTTOM) FILL
WITH POLYURETHANE ELASTOMERIC
SEALANT, TYP.
2
CONCRETE STEP3
4" X 3/8" MIN. ANCHOR BOLT OR
NELSON STUD STAGGERED @ 6" O.C.
WELDED TO PLATE
4
1
1'-0" TYP.
CO
NC
RE
TE
S
LA
B
E.Q.E.Q.
C
L
3" M
IN
.
1'-4
"
2"
3" M
IN
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" C
LR
.
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 CHART5
4" MIN. AGGREGATE BASE- REFER TO
SPECIFICATIONS
6
90% COMPACTED SUBGRADE7
2'-0"
3/ 16"
9
1/2" = 1'-0"
SLOPED STEEL RAIL SECTION
L
C
L
C
L
C
9
"
3
"
M
I
N
.
V
A
R
I
E
S
RE
FE
R T
O
VE
RT
IC
AL
RE
FE
RE
NC
E
PL
AN
&
SE
CT
IO
NS
VA
RIE
S
REFER TO
SECTIONS FOR
EXACT
PLACEMENT
EQUALLY SPACED EQUALLY SPACED
REFER TO
SECTIONS FOR
EXACT
PLACEMENT
1
2
3
4
9SP-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 DECK3
#4 BARS AT 8" O.C.4
4" AGGREGATE BASE- REFER
TO SPECIFICATIONS
5
90% COMPACTED SUBGRADE6
10
L
C
L
C
12
3
4
5
6
20
"
3" M
IN
RE
FE
R T
O
VE
RT
IC
AL
RE
FE
RE
NC
E
PL
AN
&
SE
CT
IO
NS
VA
RIE
S
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 DECK4
REFER TO TYP. RAIL FOOTING DETAIL
FOR REINFORCEMENT
5
#4 BARS AT 8" E.W. @ RAIL6
4" AGGREGATE BASE- REFER TO
SPECIFICATIONS
7
90% COMPACTED SUBGRADE8
9SP-5.4
8
6" C CHANNEL EDGING FOR STAIRS
1
2
3
1 7/8"
6"
TYP.
2"
4
3
PLANSECTION
4
5
5
6
6
71 7/8"9
10
8
CONCRETE LEDGE1RADIUS 1/2"2
3" X 1/2" MIN. HOOK
ANCHOR OR NELSON STUD @ 16" O.C.
3
C6 X 8.2 STEEL CHANNEL4
1/8" ROUTED RADIUS5
1/ 8" TOOLED JOINT,
CONTINUOUS ALONG PLATE
6
GRIND SMOOTH7
STITCH WELD ONE INCH EVERY 4"8
3" X 1/ 2" MIN. HOOK ANCHOR OR
NELSON STUD @ 1'- 4" O.C.
9
#4 CONT.10
7
Kyle Zick Landscape Architecture, Inc.
36 Bromfield Street Suite 202 617 451-1018 Tel
Boston, MA 02108
AUGUST 2019
ASD MM
SALEM, MASSACHUSETTS
GALLOWS HILL
PARK
GALLOWS HILL PARK IMPROVEMENTS
CITY OF SALEM, MA
AS NOTED
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
PT= POINT OF TANGENCY
VA
RIE
S R
EF
ER
T
O S
EC
TIO
NS
VARIES REFER TO SECTIONS
1"
VARIES
REFER TO
SECTIONS
VARIES
REFER TO
SECTIONS6
"
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 4POINT 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 BOTTOM4
3/4" x 6" PLYWOOD5
"V" NOTCH FOR REBAR6
KEY JOINT AT BOND BEAM, END OF
TEMPLATE SHALL LINE UP WITH THE KEY
JOINT
7
REINFORCED TOP DECK8
1
VARIES REFER TO SECTIONS
PT= POINT OF TANGENCY
VA
RIE
S R
EF
ER
T
O S
EC
TIO
NS
VARIES
REFER TO
SECTIONS
1
2
3
4
5
6
7POINT 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 VIEWSECTION
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 BOTTOM5
3/4" x 6" PLYWOOD6
"V" NOTCH FOR REBAR7
KEY JOINT AT BOND BEAM, END OF
TEMPLATE SHALL LINE UP WITH
THE KEY JOINT
8
REINFORCED TOP DECK9
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: GALVANIZED1
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.5R
1
'
-
8
"
4
10"
8"
6" M
IN
.
MIN
. 2
-3
/4
"
MA
X. 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 DRAINSLOPE TO DRAIN
1
2
0.5% MIN. SLOPE
3
4
5
6
7
6" M
IN
.
VA
RIE
S
2'-0
" M
IN
.
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 SUBGRADE2
(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 FLATBOTTOM6
(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
SCREWS14
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 0.1875HSS 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 0.18752" X 6"
HSS 3.000 x 5.000 x 0.18753" 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 0.18754"
4" 11.43cm x 4.76mm
4" X 4" 10.16cm x 10.16cm x 4.76mm
HSS 4.000 x 4.000 x 0.18754" 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 202 617 451-1018 Tel
Boston, MA 02108
AUGUST 2019
ASD MM
SALEM, MASSACHUSETTS
GALLOWS HILL
PARK
GALLOWS HILL PARK IMPROVEMENTS
CITY OF SALEM, MA
AS NOTED
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
Kyle Zick Landscape Architecture, Inc.
36 Bromfield Street Suite 202 617 451-1018 Tel
Boston, MA 02108
AUGUST 2019
ASD MM
SALEM, MASSACHUSETTS
GALLOWS HILL
PARK
GALLOWS HILL PARK IMPROVEMENTS
CITY OF SALEM, MA
AS NOTED
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" [1
0.1
6cm
] S
Q.
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 TUBE3
EQUALLY SPACED
1
3
3" = 1'-0"
METAL PANEL - WEDGE ANCHOR DETAIL
SECTION
5
7
1
CONCRETE LEDGE11/8" 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