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Skate Park - Vertical Reference Plan
Skate Park - Metal Material Plan
Skate Park - Sections/Profiles
Skate Park - Construction Details
Skate Park - Construction Details
Skate Park - Construction DetailsSP-3.1
SP-3.2
SP-3.3
SP-1.3
SP-1.4
SP-2.1
SP-1.1
SP-1.2
SP-0.2
sheet index
Kelseyville Skate Park
SP-2.2 Skate Park - Sections/Profiles
Skate Park - Cover SheetSP-0.0
submittals100%
CONSTRUCTION DOCUMENTS
client / consultants
2016.04.04
n
Piner Avenue
Gaddy Ln.
Konocti Rd.
SITE
Skate Park - Site Plan
SP-0.3
Skate Park - Notes Sheet
SP-0.1
Skate Park - Feature Plan
Carlsbad, CA 920102777 Loker Avenue W., Suite DSITE Design Group, Inc
[f] 760.438.2394[t] 877.734.7275
Skate Park - Concrete Material Plan
Skate Park - Jointing Plan
Contact : Cristal Garcia, P.M.
SKATE PARK DESIGNER
Upland, CA 91786273 N Benson AveCalifornia Skateparks
[t] 909.949.1601
Contact : Joe Ciaglia[t] 1(800) CA-SKATE
SP-
5270 State Street, Kelseyville CA 95451
APPROVED FOR CONSTRUCTION
NAME DATE
PREPARED BY
abbreviations legendT Transition (Radius of Wall)
Bank (Embankment)B
Cold JointC.J.
E.J.
FH
Expansion Joint
Fire Hydrant
GEOTECHNICAL ENGINEER
Santa Rosa, CA 954011305 North Dutton Ave
Contact : Keith Gregory
[t] 707.544.1072
RGH Consultants
[t] 707.595.6341
[f] 707.544.1082
Skate Park - Geotechnical Report - 1
Skate Park - Geotechnical Report - 2
Skate Park - Geotechnical Report - 3
Skate Park - Geotechnical Report - 4SP-0.4
SP-0.5
SP-0.6
SP-0.7
SP-1.5 Skate Park - Grading Plan
SP-1.6 Skate Park - Control Points Plan
ICVB Irrigation Control Valve Box
LO Live Oak
WO White Oak
Project # : 6735.02.04.3Date : June 24, 2014
SP-1.7 Skate Park - Control Lines Plan
CLIENT
[email protected] Rein, Deputy Public Services Director Lake County - Public Services Department
333 Second St.
[t] 707.262.1618Lakeport, CA 95453
CIVIL ENGINEER
Folsom, CA 956302525 East Bidwell St.
Contact : Kelly Birkes
[c] 916.207.9197
Rick Engineering Company
[t] 916.638.8200
[f] 916.934.5144
SURVEYOR
St. Helena, CA 945741113 Hunt Ave.
Contact : Joseph Sullivan[f] 707.963.1829
Albion Surveys
[t] 707.963.1217
FS Finish Surface
FG Finish Grade
benchmark THE VERTICAL DATUM WAS ASSUMED. TOPOGRAPHIC INFORMATION WASPREPARED BY ALBION SURVEYS, INC. AND PROVIDED TO RICK ENGINEERINGCOMPANY BY LAKE COUNTY.
basis of bearingDIRECTION OF NORTH WAS BASED ON PARCEL MAP #97-762 LAKE COUNTYRECORDS.
floodzone ACCORDING TO THE FLOOD INSURANCE RATE MAP #06033C0652D, DATEDSEPTEMBER 30, 2005, THE MAJORITY OF THIS PROPERTY IS LOCATEDOUTSIDE OF ANY FLOOD HAZARD AREA. A SMALL AREA AT THE NORTHEASTCORNER OF THE PARCEL IS LOCATE IF FLOOD ZONE "X".
Civil - Cover SheetC-0.0
Civil - Details and SectionsC-0.1
Civil - Grading and Drainage PlanC-1.0
Civil - Skate Park Rough GradingC-1.1
Civil - Erosion and Sediment Control PlanC-2.0
Civil - Erosion and Sediment Control Notes and DetailsC-2.1
SP-1.8 Skate Park - Control Curves Plan
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0'-0"
Scale: 1" = 20'-0"10'-0"
20'-0"
20'-0"
40'-0"
SP-
existing site furnishings
EXISTING BARBEQUES TO REMAIN PROTECTED IN PLACE
APPROXIMATE SKATE PARK LIMIT OF WORK
EXISTING CONCRETE SLAB FOR PICNIC AREAS TO REMAIN PROTECTED IN PLACE
CP 90D EDGE PLAYGROUND TO REMAIN PROTECTED IN PLACE
EXISTING CONCRETE SLAB FOR PICNIC AREA & BBQ TO REMAIN PROTECTED IN PLACE
KELSEYVILLE LION'S CLUB
A D J A C E N T E M P T Y D I R T L O T
ADJACENT PARKING LOT
STAGING AREA
ADJACENT BASKETBALL COURT
FIRE HYDRANT TO REMAIN PROTECTED IN PLACE
IRRIGATION CONTROL VALVE BOX TO REMAIN PROTECTED IN PLACE
LIVE OAK TO REMAIN PROTECTED IN PLACE
WHITE OAK TO REMAIN PROTECTED IN PLACE
EXISTING 1' CONTOUR
EXISTING 5' CONTOUR
EXISTING APPROXIMATE PROPERTY LINE
EXISTING 6'-0" FENCING, TO REMAIN PROTECTED IN PLACE
FLOW LINE (IN PARKING AREA)
proposed site furnishings
EXISTING SPOT ELEVATION
STAGING AREA
STAGING AREA
SKATE PARK LIMIT OF WORK
demolition
EXISTING TREE TRUNK DIA. IN INCHES / DRIPLINE IN FEET TO REMAIN PROTECTED INPLACE
EXISTING UTILITIES TO REMAIN PROTECTED IN PLACE
1
1
1
1
ANY EXISTING IRRIGATION TO BE REMOVED OR CAPPED SHALL BECOORDINATED WITH THE CLIENT AND/OR CONSTRUCTION MANAGERPRIOR TO COMMENCING WORK.
NOT SHOWN
NOT SHOWN ANY NEW LANDSCAPING NEEDED TO ACCOMMODATE THE NEWSKATE PARK SHALL BE COORDINATED WITH THE CLIENT AND/ORCONSTRUCTION MANAGER PRIOR TO COMMENCING WORK.
PROPOSED CONTOURS, SEE CIVIL DRAWINGS.
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0'-0"
Scale: 1" = 8'-0"
4'-0"
8-0"
8-0"
16'-0"
SP-
feature legend
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skate park specialty construction:
SHOTCRETE APPLICATION, CUTTING, SCULPTING AND FINISH.
COPING/RAIL INSTALLATION CONSISTING OF SETTING TOHORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS.
0'-0"
Scale: 1" = 8'-0"4'-0"
8'-0"
8'-0"
16'-0"
steel shapes chart
2" X 2"2"
3"3" X 3"
Nominal Size
3-1/2"
Round
HSS 3.000 x 3.000 x 0.1875
Actual SizeHSS 2.000 x 2.000 x 0.1875HSS 2.375 x 0.1875
HSS 3.500 x 0.1875HSS 4.000 x 0.1875
Actual SizeNominal SizeSquare
3-1/2" X 3-1/2" HSS 3.500 x 3.400 x 0.1875
RectangularNominal Size
2" X 3" Actual Size
HSS 2.000 x 3.000 x 0.1875
2" X 8" HSS 2.000 x 8.000 x 0.18752-1/2" 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"
NOTE: ALL HOLLOW STRUCTURAL SECTIONS (HSS) TO BE ASTM A-500 GRADE B STEEL.
HSS 3.000 x 5.000 x 0.18753" X 5"
6.35cm x 10.16cm x 4.76mm5.08cm x 20.32cm x 4.76mm5.08cm x 15.24cm x 4.76mm5.08cm x 7.62cm x 4.76mm
7.62cm x 12.70cm x 4.76mm
6.03cm x 4.76mm
8.89cm x 8.89cm x 4.76mm7.62cm x 7.62cm x 4.76mm5.08cm x 5.08cm x 4.76mm
10.16cm x 4.76mm8.89cm x 4.76mm7.30cm x 4.76mm
Square Actual Size Actual Size
Round
3-1/2" X 3-1/2"3" X 3"
Nominal SizeNominal Size
3-1/2"
2" X 2"2-1/2"
2"
3"
Rectangular
3" X 5"
2" X 6"
2-1/2" X 4"2" X 8"
2" X 3"Nominal Size
Metric
Actual Size
Imperial
HSS 4.500 x 0.18754"
4 " 1 1. 43 cm x 4. 76 mm4" X 4" 10.16cm x 10.16cm x 4.76mm
HSS 4.000 x 4.000 x 0.18754" X 4"
CONCRETE EDGE TREATMENT (COPING)
metal fabrication legend
NOTE: ALL EXPOSED CONCRETE AND SHOTCRETE SURFACES TO BE NATURAL GRAY IN COLOR &SMOOTH TROWEL FINISH UNLESS OTHER WISE NOTED.
RECOMMENDED TRANSITION CONSTRUCTION SEQUENCE:1. INSTALL METAL COPING AND FORMS2. INSTALL SHOTCRETE, USING THE COPING AND FORMS TO GUIDE PLACEMENT AND SHAPING3. INSTALL FLATBOTTOM AND TOP DECKS.
6" X 6" BENT PLATE FOR BANKS
6" C-CHANNEL COPING
6" PROTECT STEEL PLATE
2" ROUND STEEL PIPE COPING
2" ROUND STEEL RAIL
2" X 6" SQUARE VERTICAL RAIL
SP-
4" BMX PLATEREFER TO DETAILS 6 / SP-3.3
REFER TO DETAILS 4 / SP-3.3
REFER TO DETAILS 3 / SP-3.3
REFER TO DETAILS 5 / SP-3.3
REFER TO DETAILS 8, 9,10 & 11 / SP-3.3
REFER TO DETAILS 8, 9,10 & 11 / SP-3.3
REFER TO DETAILS 1 & 2 / SP-3.3
6" X 4" ANGLE IRON STEEL TRAYREFER TO DETAILS 7 / SP-3.3
ROLLED EDGE (NO COPING)REFER TO DETAILS 8 / SP-3.1
6" X 4" ANGLE IRON TRAYREFER TO DETAIL 7 ON SP-3.3
6" X 4" ANGLE IRON TRAYREFER TO DETAIL 7 ON SP-3.3
6" X 4" ANGLE IRON TRAYREFER TO DETAIL 7 ON SP-3.3
6" X 4" ANGLE IRON TRAYREFER TO DETAIL 7 ON SP-3.3
6" X 4" ANGLE IRON TRAYREFER TO DETAIL 7 ON SP-3.3
6" X 4" ANGLE IRON TRAYREFER TO DETAIL 7 ON SP-3.3
ALL WORK RELATED TO THE SPECIALTY CONSTRUCTION OF THE SKATE PARK SHALL BECOORDINATED WITH CALIFORNIA SKATEPARKS. THE SKATE PARK DESIGNER, AND THE QUALIFIEDSKATE PARK SPECIALTY CONTRACTOR, PRIOR TO THE START OF CONSTRUCTION.
THE FOLLOWING ITEMS HAVE BEEN DEEMED AS SPECIALTY CONSTRUCTION WORK WITHIN THECONTRACT DOCUMENTS:
6" C-CHANNEL COPINGREFER TO DETAIL 3 ON SP-3.3
6" X 4" ANGLE IRON TRAYREFER TO DETAIL 7 ON SP-3.3
GRIND LEDGE INSTALLATION CONSISTING OF SETTING TO
HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS.
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skate park specialty construction:
0'-0"
Scale: 1" = 8'-0"4'-0"
8'-0"
8'-0"
16'-0"
NOTE: ALL EXPOSED CONCRETE AND SHOTCRETE SURFACES TO BE NATURAL GRAY IN COLOR &SMOOTH TROWEL FINISH UNLESS OTHER WISE NOTED.
RECOMMENDED TRANSITION CONSTRUCTION SEQUENCE:1. INSTALL METAL COPING AND FORMS2. INSTALL SHOTCRETE, USING THE COPING AND FORMS TO GUIDE PLACEMENT AND SHAPING3. INSTALL FLATBOTTOM AND TOP DECKS.
rebar development lengths
#10#13
Metric
#16
3000psiTop Bars
21" [53.34cm]28" [71.12cm]36" [91.44cm]
English Bot. Barsldh
Normal Weight Concrete
#4#5
#3 16" [40.64cm]22" [55.88cm]27" [68.58cm]
8" [20.32cm]11" [27.94cm]14" [35.56cm]
ld ldBot. BarsTop Bars
ld
31" [78.74cm]25" [63.50cm]18" [45.72cm]
ldhld14" [35.56cm]19" [48.26cm]24" [60.96cm]
7" [17.78cm]9" [22.86cm]
12" [30.48cm]
4000psi
#19
#25#22#7
#8
#6
71" [180.34cm]62" [157.48cm]43" [109.22cm] 33" [83.82cm]48" [121.92cm]
55" [139.70cm]
16" [40.64cm]19" [48.26cm]22" [55.88cm] 47" [119.38cm]
42" [106.68cm]28" [71.12cm]37" [93.98cm]54" [137.16cm]62" [157.48cm] 19" [48.26cm]
17" [43.18cm]14" [35.56cm]
#29
#36#32#10
#11
#9
98" [248.92cm]89" [226.06cm]80" [203.20cm]62" [157.48cm]
68" [172.72cm]75" [190.50cm]
25" [63.50cm]27" [68.58cm]30" [76.20cm] 65" [165.10cm]
59" [149.86cm]53" [134.62cm]69" [175.26cm]
77" [195.58cm]85" [215.90cm] 26" [66.04cm]
24" [60.96cm]21" [53.34cm]
Rebar Size
concrete material legendSKATE PARK FLATWORK
SKATE PARK LEDGES & WALLS
SKATE PARK SHOTCRETE
6" TOP DECK CONCRETE SLABREFER TO DETAIL 5 / SP-3.1
CONCRETE STAIRSREFER TO DETAIL 6 / SP-3.1
6" SHOTCRETE TRANSITIONS & BANKSREFER TO DETAILS 1, 2, 3, 4, 7, & 8 / SP-3.1
GRIND LEDGES & EXTENSIONSREFER TO DETAILS 4, 5 & 8 / SP-3.2, AND DETAIL 7 / SP-3.1
TURNDOWN WALLREFER TO DETAIL 7 / SP-3.2
ALL WORK RELATED TO THE SPECIALTY CONSTRUCTION OF THE SKATE PARK SHALL BECOORDINATED WITH CALIFORNIA SKATEPARKS. THE SKATE PARK DESIGNER, AND THE QUALIFIEDSKATE PARK SPECIALTY CONTRACTOR, PRIOR TO THE START OF CONSTRUCTION.
COPING/RAIL INSTALLATION CONSISTING OF SETTING TO HORIZONTAL LOCATIONS ANDVERTICAL ELEVATIONS.
SHOTCRETE APPLICATION, CUTTING, SCULPTING AND FINISH.
THE FOLLOWING ITEMS HAVE BEEN DEEMED AS SPECIALTY CONSTRUCTION WORK WITHIN THECONTRACT DOCUMENTS:
NOTES:THESE LENGTHS APPLY TYPICALLY UNLESS NOTED OTHERWISE ON PLANS AND/OR DETAILS.
CLEAR SPACING BETWEEN PARALLEL BARS MUST BE AT LEAST ONE BAR DIAMETER BUT NOT LESSTHAN 1" [2.54cm].
TOP BARS: HORIZONTAL BARS PLACED SO THAT MORE THAN 12" OF FRESH CONCRETE IS CAST INTHE MEMBER BELOW.
LIGHTWEIGHT CONCRETE: MULTIPLY VALUES IN TABLE BY 1.3.
CLASS B SPLICE: ld x 1.3 LAP LENGTH. STAGGER SPLICES MIN. OF 24" [60.96cm].
SP-
12" THICKENED EDGEREFER TO DETAIL 6 / SP-3.1
ROLLED EDGE (NO COPING)REFER TO DETAILS 8 / SP-3.1
GRIND LEDGE INSTALLATION CONSISTING OF SETTING TO HORIZONTAL LOCATIONS AND
VERTICAL ELEVATIONS.
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jointing legend
S.J. - SAWCUT JOINT,
E.J. - EXPANSION JOINT,
REFER TO DETAIL 2 / SP-3.2
REFER TO DETAIL 3 / SP-3.2
C.J. - COLD JOINT,REFER TO DETAIL 1 / SP-3.2
0'-0"
Scale: 1" = 8'-0"4'-0"
8'-0"
8'-0"
16'-0"
1. JOINTING PLAN IS DIAGRAMATIC ONLY. CONTRACTOR TO SNAP CHALK LINES FOR ALL SAW-CUTJOINTS AND SET ALL OTHER JOINT FORMS FOR REVIEW BY THE SKATE PARK DESIGNER AND/ OROWNER.
2. ONLY EXPANSION JOINTS ARE TO BE USED BETWEEN VERTICAL SURFACES & ADJACENTCONCRETE SLAB, PER THIS PLAN UNLESS OTHERWISE SPECIFIED BY THE PARK DESIGNER. SLOPEDSURFACES AND BOWL AREA; SAW CUT JOINTS ARE TO BE PERFORMED WITH ONE OF THE TWOFOLLOWING: WORM-DRIVE CIRCULAR SAW WITH A MASONRY DIAMOND BLADE, AND OR A HANDHELDGRINDER WITH A MASONRY DIAMOND BLADE FOR THE TOP AND BOTTOM OF THE SAW .
notes
3. SAW-CUT JOINTS TOLERANCE TO BE 14 OF THE SLAB MINIMUM, AND 1
3 OF THE SLAB MAXIMUM.
4. THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE SKATE PARK DESIGNER FOR ANYPROPOSED JOINTING DEVIATIONS PRIOR TO CONSTRUCTION THROUGH SUBMITTED SHOPDRAWINGS.
5. END OF DAY WORKING / CONSTRUCTION VERTICAL JOINT DETAIL:
SP-
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vertical reference legend
B
T
0'-0"
Scale: 1" = 8'-0"4'-0"
8'-0"
8'-0"
16'-0"
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R E V I S I O N S
D A T E
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P R O J E C T A D D R E S S :
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S t r e e t
VERIFY HEIGHTS WITH THE GRADING PLAN AND SECTIONS/PROFILES, NOTIFY SKATE PARKDESIGNER OF ANY DISCREPANCIES.
REFER TO GRADING PLAN FOR ACTUAL VERTICAL ELEVATIONS.
TRANSITION (RADIUS OF WALL),REFER TO DETAIL 1 / SP-3.1 AND SECTIONS/PROFILES
BANK ( EMBANKMENT),REFER TO DETAIL 2 / SP-3.1 AND SECTIONS/PROFILES
SCULPTURAL BLEND ZONE, THESE AREAS TO BE REVIEWED AND APPROVED AT THE FINEGRADING STAGE AND PRIOR TO CONCRETE PLACEMENT BY THE SKATE PARK DESIGNER.
SP-
T
T
T
T
T
T
T
T
T
B
B
B
B
B
B
B
B
B
+0' VERTICAL REFERENCE HEIGHTS IN RELATION TO ZERO FOOT ELEVATION.FOR ACTUAL SPOT GRADES, REFER TO GRADING PLAN, SP-1.5
B
B
B
B
B
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SP-
FS
100.00
grading legend
SKATE PARK SURFACE SPOT GRADE ELEVATION
DIRECTION OF FLOW
FINISH SURFACE (Top of skate park slab)
FINISH GRADE CONTOUR
CONCRETE GRADE BREAK
FG FINISH GRADE (Top of soil adjacent to skate park slab)
IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE ACTUAL FINISH GRADE OF THE PROPOSEDSKATE PARK.
notes to contractor
survey notes
finish grade note:
FINAL DEPTH AND SHAPE OF EXCAVATION TO BE DETERMINED BY THE PROJECT MANAGER IN THEFIELD.
ALL AREAS DISTURBED BY GRADING OPERATIONS TO BE FINE GRADED SOILS.
VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO COMMENCING WORK.
VERIFY HEIGHTS WITH THE VERTICAL REFERENCE AND SECTIONS/PROFILES, NOTIFY SKATE PARKDESIGNER OF ANY DISCREPANCIES.
MATCH ALL CENTER LINES OF PIPE.
ALL SPOT ELEVATIONS ARE TOP OF CONCRETE UNLESS OTHERWISE NOTED.
THE TOP OF ALL ROUND COPING TO BE 1/4" [6.35mm] ABOVE THE BMX PLATE /TOP OF CONCRETEELEVATIONS.
CONTRACTOR TO PROTECT ALL EXCAVATIONS FROM SOIL EROSION AND WATER SATURATION USING APPROPRIATE CONSTRUCTION METHODS.
LOCATE ALL SURVEY MARKS, INCLUDING BENCH MARKS AND PROPERTY LINES IN ORDER THAT THEEXACT LINES OF CONSTRUCTION LIMITS AND GRADES MAY BE DETERMINED.
VERIFY ENTIRE LAYOUT PRIOR TO START OF CONSTRUCTION WITH THE SKATE PARK DESIGNER ANDTHE OWNER'S REPRESENTATIVE.
LOCATE AND PROTECT CONTROL POINTS PRIOR TO STARTING SITE WORK AND PRESERVE ALLPERMANENT REFERENCE POINTS DURING CONSTRUCTION. REPLACE PROJECT CONTROL POINTSWHICH MAY BE LOST OR DESTROYED.
0'-0"
Scale: 1" = 8'-0"4'-0"
8'-0"
8'-0"
16'-0"
VAPOR BARRIER PER GEO-TECHNICAL REPORT. VAPOR BARRIER SHALL BE PLACEDUNDER ALL SLABS THAT ARE LIKELY TO RECEIVE AN IMPERMEABLE FLOOR FINISH,OR BE USED FOR ANY PURPOSE WHERE THE PASSAGE OF WATER VAPOR THROUGHTHE FLOOR IS UNDESIREABLE.
FOR ADDITIONAL INFORMATION REGARDING GRADING AND DRAINAGE OUTSIDETHE SKATE PARK PERIMETER, PLEASE REFER TO THE CIVIL DRAWINGS; C-0.0THROUGH C-2.1.
FOR GRADING ANDDRAINAGE OUTSIDESKATE PARK BOUNDARY,REFER TO CIVILDRAWINGS; C-0THROUGH C-2.1
S K A T E
P A R K
B O U N
D A R Y
S K A T E P A R K B O U N D A R Y
S K A T E P A R K B O U N D A R Y
S K A T E P A R K B O U N D A R Y
S K A T E P AR K B O U N D A R Y S K A T
E P A R K
B O U N
D A R Y
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section 1
section 4
section 6
section 17section 16section 15section 14section 12
section 9
section 18
COLD
JOINT
section 7
section 2
section 3 section 5
section 10section 8 section 11
section 13
section 19 section 20
COLD
JOINT
COLD
JOINT
EXPANSION
JOINT COLD
JOINT
COLD
JOINT
COLDJOINT
COLDJOINT
COLD
JOINTCOLD
JOINT
section key map
COLD
JOINT
COLD
JOINT
COLD
JOINT
EXPANSIONJOINT
EXPLANSION
JOINTEXPANSION
JOINTEXPANSION
JOINT
EXPLANSION
JOINT
CL
CL
CL
CL
COLD
JOINT
COLD
JOINT COLD
JOINT
EXPANSION
JOINT
EXPLANSION
JOINT
COLD
JOINTCOLD
JOINTCOLD
JOINT
COLD
JOINT
section 21
COLD
JOINT
COLD
JOINT
COLD
JOINTCOLD
JOINT
1
1
33
4
4
5
5
13
9 9
6
2
6
7
7
8
8
10 10
11
11
12
13
14 14
15
2
21
B Y
R E V I S I O N S
D A T E
N o .
SHEET
P R O J E C T A D D R E S S :
5 2 7 0 S t a t e
S t r e e t
0'-0"
Scale: 1" = 5'-0"2'-6"
5'-0"
5'-0"
10'-0"
section notes
REFER TO CONTROL POINTS PLAN AND DIMENSIONS PLAN FOR ACTUALHORIZONTAL LOCATIONS. REFER TO GRADING PLAN FOR ACTUAL SPOTGRADES.
VERIFY HEIGHTS WITH THE VERTICAL REFERENCE PLAN, NOTIFY SKATE PARKDESIGNER OF ANY DISCREPANCIES.
REFER TO METAL FABRICATION PLAN FOR EDGE TREATMENT TYPE ANDLOCATION.
SP-
0'-0"
Scale: 1" = 16'-0"8'-0"
16'-0"
16'-0"
32'-0"
8/18/2019 040516 Kelseyville Skate Park final plans
http://slidepdf.com/reader/full/040516-kelseyville-skate-park-final-plans 18/21
COLD
JOINTCOLD
JOINT
COLD
JOINT COLDJOINT
EXPLANSION
JOINT
EXPANSION
JOINT
section key map section 24section 23
section 26section 25
section 22
section 27
COLD
JOINT
COLD
JOINT
COLD
JOINT
COLDJOINT
COLD
JOINT
COLD
JOINT
26
25
24
24
23
23
27
27
B Y
R E V I S I O N S
D A T E
N o .
SHEET
P R O J E C T A D D R E S S :
5 2 7 0 S t a t e
S t r e e t
0'-0"
Scale: 1" = 5'-0"2'-6"
5'-0"
5'-0"
10'-0"
SP-
0'-0"
Scale: 1" = 16'-0"8'-0"
16'-0"
16'-0"
32'-0"
section notes
VERIFY HEIGHTS WITH THE VERTICAL REFERENCE PLAN, NOTIFY SKATE PARKDESIGNER OF ANY DISCREPANCIES.
REFER TO METAL FABRICATION PLAN FOR EDGE TREATMENT TYPE ANDLOCATION.
REFER TO CONTROL POINTS PLAN AND DIMENSIONS PLAN FOR ACTUALHORIZONTAL LOCATIONS. REFER TO GRADING PLAN FOR ACTUAL SPOTGRADES.
8/18/2019 040516 Kelseyville Skate Park final plans
http://slidepdf.com/reader/full/040516-kelseyville-skate-park-final-plans 19/21
8/18/2019 040516 Kelseyville Skate Park final plans
http://slidepdf.com/reader/full/040516-kelseyville-skate-park-final-plans 20/21
8/18/2019 040516 Kelseyville Skate Park final plans
http://slidepdf.com/reader/full/040516-kelseyville-skate-park-final-plans 21/21
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