GENERAL NOTES:1. CONTRACTOR SHALL INSTALL ALL IMPROVEMENTS INACCORDANCE WITH THE ISSAQUAH BUILDING CODESAND THE 2012 IBC.2. CONTRACTOR SHALL READ THESE PLANS AND NOTESENTIRELY AND BRING ANY DISCREPANCIES TO GRINDLINESKATEPARKS INC. IMMEDIATELY.3. CONTRACTOR SHALL VISIT THE SITE AND VERIFY EXISTINGCONDITIONS BEFORE SUBMITTAL OF A CONSTRUCTION BID.4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALLUTILITIES, SEWERS, WATER LINES, ETC. CALL BEFORE YOUDIG 811.5. WORK IN PUBLIC RIGHT OF WAY REQUIRES ACONTRACTOR TO OBTAIN A RIGHT OF WAY DISTURBANCEPERMIT. PER MMC12.366. IF ANY UTILITIES OF FACILITIES CONFLICT WITH THEPROPOSED IMPROVEMENTS, ALL WORK SHALL STOPIMMEDIATELY AND THE UTILITY COMPANY SHALL BENOTIFIED.7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TOLOCATE ALL SUBSTRUCTURES WITHIN THE AREA OFPROPOSED IMPROVEMENTS, AND IN THE EVENT OFDAMAGE, HE SHALL BEAR THE TOTAL COST OF REPAIR ORREPLACEMENT.8. THE CONTRACTOR WILL PROVIDE ALL LABOR,MATERIALS, TRANSPORTATION, AND SERVICES NECESSARYTO FURNISH AND INSTALL ALL CONSTRUCTION ELEMENTSAS SHOWN IN THESE PLANS AND NOTES.9. THE CONTRACTOR SHALL OBTAIN, COORDINATE, ANDPAY FOR ALL PERMITS, FEES, AND AGENCY INSPECTIONSAS REQUIRED.10. ALL WORK SHALL BE GUARANTEED BY THECONTRACTOR AS TO MATERIALS AND WORKMANSHIP FORA PERIOD OF ONE YEAR FOLLOWING THE DATE OF THEFINAL ACCEPTANCE OF THE PROJECT. THE CONTRACTORSHALL PROVIDE A WRITTEN GUARANTEE ON HISLETTERHEAD AT THE TIME OF FINAL INSPECTION.
SITE ADDRESS
APPROX. PROJECT SITE
11. ALL DIMENSIONS ARE TAKEN FROM CURB FACE OREDGE OF PAVING, UNLESS NOTED OTHERWISE ON PLANS.THE DIMENSIONS ARE SHOWN FOR APPROXIMATE LINE,AND ALL RADII, CURVES, AND SURFACES ARE TO HAVEEXTREMELY SMOOTH TRANSITIONS WITH ABSOLUTELY NOABRUPT CHANGES OR BENDS.12. ALL FORMS AND ALIGNMENT OF PAVING SHALL BEREVIEWED BY AN INSPECTOR PRIOR TO POURING.NOTIFICATION WILL BE GIVEN WITH AT LEAST 48 HOURSNOTICE.13. FOR SITE GRADING, SEE SITE PLAN PROVIDED FORAPPROXIMATE SLAB ELEVATIONS. REFER TO SECTIONDRAWINGS FOR VERTICAL CONTROLS OF SKATEPARKFEATURES. MAINTAIN POSITIVE DRAINAGE WITHIN NEWAND EXISTING SLABS. FIELD FIT AS NECESSARY.
14. THE DRAWINGS AND SPECIFICATIONS REPRESENT THEFINISHED STRUCTURE. ALL BRACING, TEMPORARYSUPPORTS, SHORING, ETC. ARE THE SOLE RESPONSIBILITYOF THE CONTRACTOR. SITE INSPECTIONS DO NOT INCLUDETHE INSPECTION OF CONSTRUCTION METHODS ANDSAFETY CONDITIONS AT THE WORK SITE. THESE VISITS SHALLNOT BE CONSTRUED AS CONTINUOUS AND DETAILEDINSPECTIONS.
15. DESIGN MATERIALS, EQUIPMENT, AND PRODUCTSOTHER THAN THOSE DESCRIBED OR INDICATED ON THEDRAWINGS MAY BE CONSIDERED FOR USE, PROVIDEDPRIOR APPROVAL IS OBTAINED FROM THE OWNER,GRINDLINE SKATEPARKS INC. AND THE APPLICABLEGOVERNING CODE AUTHORITY.
SKATEPARK AT TIBBETTS VALLEY PARK
TIBBETTS VALLEY PARK
965 12TH AVE NW
ISSAQUAH, WA 98027
RENDERING FOR REFERENCE ONLY- NOT FOR CONSTRUCTION
SP1.0 TITLE SHEETSP1.1 SATELLITE IMAGESP1.2 EXISTING CONDITIONSSP1.3 SITE PLANSP1.4 MATERIALS PLANSP1.5 CONCRETE JOINTSSP1.6 CONCRETE COLORSSP3.1 DETAILSSP3.2 DETAILSSP3.3 DETAILS
CIVIL ENGINEER:
PAUL HARMSEN, PE
MACKAY SPOSITO
PHONE: 509 366 8215
EMAIL: [email protected]
LANDSCAPE ARCHITECT:
JIM SANDLIN, PLA
MACKAY SPOSITO
PHONE: (360) 823 1346
EMAIL: [email protected]
SHEET:
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TITLE
SHE
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REVIEW SUBMITTALNOT FOR CONSTRUCTION
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SATE
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REVIEW SUBMITTALNOT FOR CONSTRUCTION
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EXIS
TING
CO
ND
ITIO
NS
1" =
10'
REVIEW SUBMITTALNOT FOR CONSTRUCTION
LEGENDEOC EDGE OF CONCRETEINV INVERT ELEVATIONRIM RIM ELEVATIONFS FINISHED SURFACETT TOP OF TRANSITIONBT BOTTOM OF TRANSITIONTB TOP OF BANKBB BOTTOM OF BANK 6" SDR-35 DRAINLINE LIMITS OF WORK
EXISTINGSIDEWALK
EXISTINGSIDEWALK
2%
EXISTINGSIDEWALK
INSTALL (2)PICNIC BENCHES
2%
83.19 HP
1%
77.80 RIM76.36 INV
77.53 BB
80.35 EOC
53 LF 6" SDR-35 DRAINLINE @ 1%
2%
1%
2%
2%
MATCH EX.83.00 EOC
80.70 EOC
83.75 TB
82.25 BB
(MANUFACTURE T.B.DBY CLIENT)
PROPOSEDSTREET TREE
TIE INTO CATCHBASIN AS NEEDED
76.40 INV
81.65 FS
26 LF 6" SDR-35
DRAINLINE @ 1% 4 LF
2%
79
80.10 FS
19 L
F 6"
SD
R-35
DRA
INLI
NE
@ 1
%
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PREL
IMIN
ARY
SITE
PLA
N1"
= 1
0'
REVIEW SUBMITTALNOT FOR CONSTRUCTION
1 2 3
2
3
9
10
10
16
10
15
16
11
11
11
11
7
14SP3.2 SP3.2 SP3.2 SP3.2
SP3.2
SP3.2
SP3.2
SP3.2
SP3.1 SP3.1 SP3.1 SP3.1
SP3.1
SP3.1
SP3.1
SP3.1
SP3.1
18
LEGEND
CONCRETE SURFACING
SHOTCRETE SURFACING
CONCRETE EDGE
STEEL GRIND EDGE - CANTILEVER STEEL CHANNEL
FLAT STEEL BAR GRIND EDGE - VERTICAL
HANDRAIL FOOTING - END PIECE
HANDRAIL FOOTING - CENTER POST
REINFORCED CONCRETE LEDGE - CANTILEVER EDGE
1SP3.1
2
3
12
13
9
DRAIN
11
14
15
10
STEEL COPING
16
ANGLE IRON - BANKED GRIND EDGE
SP3.2
SP3.1
SP3.1
SP3.1
SP3.2
SP3.2
SP3.2
SP3.2
SP3.2
SP3.2
TURNED DOWN CONCRETE EDGE8
SP3.1
POOL COPING 17SP3.2
18SP3.2
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MA
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PLA
N1"
= 1
0'
REVIEW SUBMITTALNOT FOR CONSTRUCTION
6SP3.1
LEGEND
COLD JOINT
KEY JOINT
BOND BEAM-STEEL COPING
SAW CUT JOINT
4SP3.1
5SP3.1
11SP3.2
SAW CUT PATTERN IS SHOWN TO PROVIDEDIRECTION. CONTRACTOR TO CUT SLAB ASNEEDED TO PREVENT CRACKING. SAW CUTSMUST BE MADE BEFORE ANY SIGNS OF THERMALCRACKING. THERMAL CRACKING AS A RESULTOF INSUFFICANT CRACK CONTROL MAY RESULTIN UNSKATABLE SURFACES.
BOND BEAM- POOL COPING 18SP3.3
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CO
NC
RETE
JO
INTS
1" =
10'
REVIEW SUBMITTALNOT FOR CONSTRUCTION
NOTE: ALL COLORED CONCRETE SURFACING MIXES TO BEAPPLIED PER MANUFACTURERS RECOMMENDATION.COLOR TO BE VERIFIED BY CLIENT AND GRINDLINESKATEPARKS BEFORE INSTALLATION.
COLORED CONCRETE SURFACING TYPE 3 - DAVIS COLORS®CONCRETE MIX. SAN DIEGO BUFF(5237)
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CO
NC
RETE
CO
LORS
1" =
10'
REVIEW SUBMITTALNOT FOR CONSTRUCTION
0'-2"
1'-0"2" PRECAST BULLNOSE CONCRETECOPING. TEDDER STONE COPING CO.OR EQUAL WITH 3/8" MORTARJOINTS.
1" BED OF MORTARMASONRY MIX TOOLEDFLUSH WITH SHOTCRETE(COLOR TO MATCH CONCRETE)
MORTAR BED TO BE ARDEX CP
OR EQUIVALENT. ¼” THICKNESS
MAX
BLOCK JOINTS TO BE FILLED WITH
ARDEX CP OR EQUIVALENT AND LEFT
1/2 " BELOW EXPOSED EDGE OF BLOCK.
FILL REMAINING ½” WITH SIMPSON
STRONG-TIE SET22 OR EQUIVALENT
TO MAKE A FLUSH, SEAMLESS JOINT
BETWEEN BLOCKS
0'-6"
OVERLAP BAR #4 REBAR 24" MIN
COLD JOINT
TURNED DOWN CONCRETE EDGE REINFORCED CONCRETE LEDGE - CANTILEVER EDGE
1'-0"
#3 12" O.C.
#3 @ 12" O.C. MAX
0'-3" MIN
0'-5" TYP. VARIES,SEE SITEPLAN
NOTE TYP.SEE GEOTECH REPORT FOR SUBGRADERECOMMENDATIONS.
CONCRETE EDGE
8" MIN
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DET
AIL
SN
.T.S
.
REVIEW SUBMITTALNOT FOR CONSTRUCTION
4" x 4" x 1/4" BLACK STEELANGLE IRON
0'-4"
INSTALL FLUSH W/ CONC. TYP.GRIND CONC. IF NECESSARY
24" LENGTH
24" LENGTH
#4 REBAR WELD TOTUBING EVERY 36" MIN.OFFSET HORIZONTAL ANDVERTICAL EVERY18" MIN.
GRIND STEEL TO MATCHANGLE OF LEDGE
4" x 4" x 1/4" BLACK STEELANGLE IRON
GRIND STEEL TO MATCHANGLE OF LEDGE
#4 REBAR WELD TOTUBING EVERY 36" MIN.OFFSET HORIZONTAL ANDVERTICAL EVERY18" MIN.
GRIND STEEL TO MATCHANGLE OF LEDGE
#4 REBAR WELD TOTUBING EVERY 36" MIN.OFFSET HORIZONTAL ANDVERTICAL EVERY18" MIN.
3/8"
6" x 1/4" FLAT BAR STEEL (TYP.)
0'-6"
INSTALL FLUSH W/ CONC. TYP.GRIND CONC. IF NECESSARY.
#3 REBAR4" LENGTH MIN. @ 12" OCWELDED TO FLAT STEEL BARTIED INTO REBAR GRID
NOTE: PRIME STEEL WITH WITH RUST-OLEUM INTERIOR/EXTERIORFLAT PRIMER OR EQUAL BEFORE INSTALLATION.PAINT EXPOSED STEEL WITH RUST-OLEUMACRYLIC INTERIOR/EXTERIOR BLACK GLOSS ENAMEL OREQUAL AFTER INSTALLATION.
0'-1/4"
1/8" BULLNOSE CONTINUOUSTOOLED EDGE.
WELD #4 REBAREVERY 36" MIN.
24" LENGTH MIN.
8" LENGTH MIN.
#4 REBAR W 6"HOOKS @BAR ENDS
FOR WELDING.
TOP VIEW
2.5" ID SCH. 40STANDARD BLACKSTEEL SEAM WELDEDPIPECOPING.
PERSPECTIVE VIEW
#4 REBAR
2.5" ID SCH. 40 STANDARDBLACKSTEEL SEAM WELDED PIPECOPING.
0'-1/4"
SHOTCRETE SURFACING
2.0"- 2.5" ID SCH. 40 STANDARDBLACK STEEL SEAM WELDED PIPECOPING. (SEE SECTIONS FOREXACT MATERIAL)
0'-4"
0'-9"
0'-5"
NOTE: PRIME STEEL WITH WITH RUST-OLEUM INTERIOR/EXTERIOR FLAT PRIMER OR EQUAL BEFORE INSTALLATION.PAINT EXPOSED STEEL WITH RUST-OLEUM ACRYLICINTERIOR/EXTERIOR BLACK GLOSS ENAMEL OR EQUALAFTER INSTALLATION.
COLD JOINT
0'-7"
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DET
AIL
S
1" =
20'
REVIEW SUBMITTALNOT FOR CONSTRUCTION
N.T
.S.
NOTE TYP.REINFORCEMENT:#3 REBAR @ 12" O.C. UNLESS OTHERWISE NOTED TYP.STEEL:CONTINUOUS WELD ON ALL JOINTSALL STEEL TO BE PAINTED BLACK.
1/2"
POLYURETHANEELASTOMERIC SEALANT.
TOOL FLAT A SMOOTHBOND BREAKER MEMBRANE.
1/2" MIN.
0'-5"
CONCRETE SURFACING
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DET
AIL
S
1" =
20'
REVIEW SUBMITTALNOT FOR CONSTRUCTION
N.T
.S.