040516 Kelseyville Skate Park final plans

8/18/2019 040516 Kelseyville Skate Park final plans

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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 - 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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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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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 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






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


GRIND LEDGE INSTALLATION CONSISTING OF SETTING TO

HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS.



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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-



vertical reference legend

B

T

0'-0"

Scale: 1" = 8'-0"4'-0"

8'-0"

8'-0"

16'-0"

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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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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 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









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

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10 10

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15

2

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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"



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

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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.







Documents

040516 Kelseyville Skate Park final plans