SKATEPARK AT TIBBETTS VALLEY PARK - Issaquah...skatepark at tibbetts valley park tibbetts valley...

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]

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TITLE

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REVIEW SUBMITTALNOT FOR CONSTRUCTION

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EXIS

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CO

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ITIO

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1" =

10'


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'


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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N1"

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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

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JO

INTS

1" =

10'


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

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1" =

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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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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





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

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1" =

20'


N.T

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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'


N.T

.S.

SKATEPARK AT TIBBETTS VALLEY PARK - Issaquah...skatepark at tibbetts valley park tibbetts valley...

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Transcript of SKATEPARK AT TIBBETTS VALLEY PARK - Issaquah...skatepark at tibbetts valley park tibbetts valley...