Addendum#1withConstPlans.pdf

PDF 3 MB Posted Feb 6, 2024

Attached to: IFB 24106 St. Clair Brooks Park Skatepark Construction
Solicitation number: 57027
Issued by: Stafford County, Fredericksburg City, Virginia

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Written by GovTribe AI · Apr 2, 2024

This document is an Addendum for IFB 24106 St. Clair Brooks Park Skatepark Construction, a state and local contract opportunity issued by Stafford County, Virginia and the City of Fredericksburg, Virginia. The addendum includes the construction plans for the St. Clair Brooks Park Skatepark, which were inadvertently left off the initial posting of the bid. The plans consist of 14 sheets detailing the skatepark design, layout, grading, drainage, and construction details. All bidders who responded to the previous round must respond again to the new amended round in eVA, the Commonwealth of Virginia's electronic procurement system.

The contract is for the construction of the St. Clair Brooks Park Skatepark located at 80 Butler Rd, Falmouth, VA 22405. The project is being developed by Stafford County. The construction plans indicate the skatepark will include various concrete skate elements such as quarterpipes, wedges, grind rails, stairs, and transitions. Contractors are responsible for demolition, site preparation, skatepark construction, and concrete finishing per the detailed plans and specifications provided.

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Other files

File	Type	Posted
SECTION B Bid Form.pdf	PDF	Feb 6, 2024
ADDENDUM 2.pdf	PDF	Feb 6, 2024
IFBCover24106.pdf	PDF	Feb 6, 2024
24106 Bid Tab	—	Feb 6, 2024
SECTION AInfor4Bidders.pdf	PDF	Feb 6, 2024
Section D - Construction General TCs.pdf	PDF	Feb 6, 2024
SECTION C OwnerContractor Ageement.pdf	PDF	Feb 6, 2024

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24106 St. Clair Brooks Park Skatepark Construction Addendum #1 Page 1 of 1

Procurement@StaffordCountyVA.gov

Procurement Division

ADDENDUM #1

DATE: January 23, 2024

SUBJECT: St. Clair Brooks Park Skatepark Construction

IFB No.: 24106

Note: All Bidders shall acknowledge the receipt of this Addendum in the space provided at the bottom of this Addendum. This Addendum contains the following:

I. Change to IFB Documents

1. Construction Plans for the St. Clair Brooks Park Skatepark were inadvertently left off of the initial posting of the bid. They are attached; 14 pages in total.

eVA reminder for Bidders:

Bidders who responded to the previous round (before this Addendum) must respond again to the new amended round in eVA.

Addendum #1 acknowledgment: _____________________________________________

Signature

Contractor Name

Date

CONSTRUCTION PLAN SET

PREPARED FOR

ST. CLAIR BROOKS PARK SKATEPARK

STAFFORD COUNTY, VA

SITE ADDRESS

80 BUTLER RD

FALMOUTH, VA 22405

OWNER/ DEVELOPER

STAFFORD COUNTY

1729 JEFFERSON DAVIS HWY

STAFFORD, VA 22554

LOCATION MAP SHEET INDEX

PLAN DATE IDENTIFIER

DATE OF LAST REVISIONS

VICINITY MAP PROJECT INFORMATION

N O R T HN O R T H 1-800-552-7001 VA

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SHEET DESCRIPTION

SK1.0 TITLE SHEET

SK2.0 3D PERSPECTIVE

SK2.1 3D PERSPECTIVE

SK3.0 DEMOLITION PLAN

SK4.0 INFORMATION PLAN

SK5.0 COLOR PLAN - ADD ALTERNATE

SK6.0 LAYOUT PLAN

SK7.0 GRADING + DRAINAGE PLAN

SK8.0 STEEL PLAN

SK9.0 SECTIONS

SK9.1 SECTIONS

SK10.0 CONSTRUCTION DETAILS

SK10.1 CONSTRUCTION DETAILS

SK10.2 CONSTRUCTION DETAILS

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CANTILEVERED GRIND

LEDGE

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SLAPPY

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RAKED CANTILEVERED GRIND LEDGE

RADIUS WEDGE

VERT WALL

BANK TO CANTILEVERED

LEDGE

QUARTERPIPE

EXTENSION

SINGLE KINKED RAKED

GRIND LEDGE

RADIUS WEDGE

RAKED GRIND RAIL

STAIRS

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LEDGE

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75'-0"

BLEND

LOD

LOD LOD

LOD

LOD LOD

LOD

LODLODLODLODLODLODLOD

D-01

EXISTING SLAB

PROPOSED STOCKPILE AREA

AREA WHERE EXISTING SLAB IS

UNDERCUTTING / MINING

D-01

80'-0"

DEMOLITION

SYMBOL DESCRIPTION QTY

LIMIT OF DISTURBANCE 465 LF

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DEMOLITION SCHEDULE

LOD

DEMOLITION PLAN GENERAL NOTES:

1. DEMOLITION SHOWN ON THIS PLAN IS A MINIMUM REQUIREMENT. CONTRACTOR SHALL

DEMOLISH, RELOCATE, AND/OR REMOVE ALL PORTIONS OF THE EXISTING UTILITIES AND

SITE ELEMENTS NECESSARY TO ACHIEVE THE WORK SHOWN AS SPECIFIED.

2. CONTRACTOR TO PHASE DEMOLITION TO ACCOMMODATE AND FACILITATE CONTINUAL

OCCUPANCY OF ADJACENT PROPERTIES AND SITE FACILITIES AND SAFETY OF COUNTY

EMPLOYEES AND THE PUBLIC IN AND AROUND THOSE FACILITIES.

3. MEANS AND METHODS TO LOCATE EXISTING ELEMENTS ARE THE CONTRACTOR'S

RESPONSIBILITY.

4. ALL PAVEMENT TO BE PER PLAN.

5. ALL VOIDS/HOLES/DEPRESSIONS LEFT FROM DEMOLITION MUST BE FILLED AND

COMPACTED PER SOILS REPORT.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR REPLACEMENT OF ANY

EXISTING SITE ELEMENTS SPECIFIED TO REMAIN THAT ARE DAMAGED DURING

CONSTRUCTION OPERATIONS UNLESS PREVIOUSLY DISCUSSED WITH AND APPROVED BY

THE OWNER

7. CONCRETE AND OTHER MATERIALS TO BE DEMOLISHED WITHIN THE SCOPE OF THIS

PROJECT SHALL BE RECYCLED PER STATE GUIDELINES. CONTRACTOR SHALL PROVIDE

EFFORT IN RECYCLING CONSTRUCTION DEBRIS GENERATED FROM THIS PROJECT.

NOTES:

1. CONTRACTOR TO COORDINATE STAGING AREA AND CONSTRUCTION ENTRANCE WITH

OWNER BEFORE COMMENCING WORK. OWNER TO RESTORE CONSTRUCTION

ENTRANCE LOCATION AFTER CONSTRUCTION IS COMPLETE.

2. ALL BERM MATERIAL WILL BE SUPPLIED TO THE CONTRACTOR BY THE COUNTY.

3. ALL FOAM FILL MATERIAL WILL BE SUPPLIED BY THE CONTRACTOR.

1-800-552-7001 VA

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0 10' 20'

Scale: 1" = 10'-0"

CONCRETE TRUCK ACCESS DIAGRAM:

AutoCAD SHX Text Δ

SYMBOL DESCRIPTION DETAIL

4" THICK CONCRETE FLATWORK

QUARTERPIPE 16/SK10.0

QUARTERPIPE EXTENSION 14/SK10.0

RADIUS WEDGE 1/SK10.1

EURO GAP 3/SK10.2

STAIRS 2/SK10.1

VERT WALL 3/SK10.1

TRIANGLE WEDGE WITH SLAPPY 7/SK10.2

DOUBLE RAKED GRIND RAIL 4/SK10.1

FLAT GRIND RAIL 6/SK10.1

RAKED GRIND RAIL 5/SK10.1

SINGLE KINKED CANTILEVERED GRIND LEDGE 7/SK10.1

RAKED CANTILEVERED GRIND LEDGE 1/SK10.2

A-FRAME CANTILEVERED GRIND LEDGE 2/SK10.2

CANTILEVERED MANUAL PAD 4/SK10.2

CANTILEVERED GRIND LEDGE 5/SK10.2

BANK TO CANTILEVERED GRIND LEDGE 6/SK10.2

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INFORMATION SCHEDULE

SECTION

B, C

E, J, L, P, Q, U

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8" WIDE SACRIFICIAL EDGE TO

BE REMOVED FOR FUTURE

PHASE 2 CONNECTION.

SYMBOL DESCRIPTION QTY DETAIL

EXPANSION JOINT 272 LF 5/SK10.0

COLD JOINT OR KEY JOINT 539 LF 7/SK10.0

SAWCUT JOINT 632 LF 6/SK10.0

TURNDOWN EDGE AT FINISH SURFACE 258 LF 3/SK10.0

TURNDOWN EDGE AT FINISH GRADE 221 LF 2/SK10.0

SC OR CJ - FIELD DETERMINED 138 LF

H-01

H-02

H-03

H-04

H-05

H-06

JOINTING SCHEDULE

CJ-KJ

SC-CJ

NOTES:

1. SEE SHEET SK5.0 FOR COLOR PLAN.

2. THE SLAB CONFIGURATION, NOTES, LOCATION OF EXPANSION JOINTS,

COLD JOINTS, SAW CUTS, DETAIL REFERENCES, AND APPLICABLE

DETAILS HAVE BEEN INCLUDED FOR CLARITY. JOINTS AND DETAILS

SHOWN ARE FOR THE SKATEPARK ONLY.

3. SUGGESTED ORDER OF CONSTRUCTION FOR CONCRETE ELEMENTS

WITHIN THE SKATEPARK FOOTPRINT:

A. FINE GRADING

B. LEDGES AND MANUAL PADS

C. BANKS AND TRANSITIONS

D. GRIND RAIL FOOTING INSTALLATION

E. FLOOR SLAB/FLATWORK

4. ALL EXPOSED CONCRETE AND SHOTCRETE SURFACES TO BE NATURAL

GRAY IN COLOR WITH HARD STEEL TROWEL FINISH UNLESS OTHERWISE

SPECIFIED.

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OF SAW CUTS, COLD & EXPANSION JOINTS. ACTUAL FIELD VARIANCES WILL TAKE PRECEDENCE

OVER THIS GUIDE. CONTRACTOR SHALL CUT SLAB AS NEEDED TO MINIMIZE CRACKING.

ALIGN SAW CUTS WITH EXPANSION AND COLD JOINTS AND START FROM CORNERS WHERE

POSSIBLE TO PREVENT EXCESS CRACKING. SAW CUTS SHALL BE NO MORE THAN 10' X 12' AND/OR

NOT TO EXCEED 120 SQUARE FEET AND A 2:1 MAX. RATIO BETWEEN SAW CUTS AND COLD OR

EXPANSION JOINTS.

ALL SAW CUTS TO BE FILLED WITH SELF-LEVELING POLYURETHANE SEALANT AND TOOLED FLAT.

MASK ALL SAW CUT/CONSTRUCTION JOINT EDGES TO PROTECT SURROUNDING CONCRETE FROM

EXCESS SEALANT. EXPANSION JOINTS TO BE FILLED WITH POLYURETHANE BASED NON- SAGGING

ELASTOMERIC SEALANT AND TOOLED FLAT. COLOR OF CAULK SHOULD RESEMBLE COLOR OF

CONCRETE (ALUMINUM GRAY OR SIMILAR)

** PROVIDE

" TOOLED EDGES TO JOINTS - SEE TYPICAL DETAILS & CONSTRUCTION

SPECIFICATIONS FOR JOINT INFORMATION & INSTALLATION

Scale: 3/16" = 1'-0"

5' 10'1'

AutoCAD SHX Text Δ

SYMBOL DESCRIPTION QTY

COLORED CAST-IN-PLACE CONCRETE TO BE PALOMINO BY EA 2,561 SF

PIGMENTS OR APPROVED EQUAL

CAST-IN-PLACE CONCRETE TO BE NATURAL GRAY

C-01

C-02

COLOR SCHEDULE

C-01

C-02

C-02 C-02

C-02

C-02 C-02

C-02

C-01 C-01

C-01

COLOR NOTES:

1. CONCRETE COLOR AVAILABLE FROM EA PIGMENTS 1-888-222-7501, OR APPROVED EQUAL.

2. FINISH: ALL EXPOSED CONCRETE SURFACES ARE TO BE HARD STEEL TROWEL FINISH

UNLESS OTHERWISE NOTED. TROWEL UNTIL ALL VISIBLE PORES ARE CLOSED. CEASE

TROWELING BEFORE SURFACE BECOMES GLOSSY. DO NOT BROOM FINISH AND DO NOT

TROWEL BURN SURFACE.

3. REFER TO STEEL PLAN ON SHEET SK8.0 FOR STEEL FINISH.

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25'-0

31'-10"

25'-11

"20'-1

"33'-10

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9'-6"

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15'-6

" 6'-0

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10'-6" 1'-6"

3 8

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15'-1

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16'-2"

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5'-8

5'-9

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5'-9

1'-6" 6'-6" 8'-0" 6'-6" 1'-6"

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1'-6" 12'-6" 9'-6" 3'-0"

36'-8

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**ALL COLD JOINTS AT THE BOTTOM OF

ALL RADIUS TRANSITIONS & RADIUS

BANKS SHALL BE LOCATED 8" MAX.

FROM THE POINT OF TANGENCY. SEE

TYPICAL DETAILS FOR CLARIFICATION.

CONSTRUCTION NOTES:

1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO ALL APPLICABLE

GOVERNING CODES AND ORDINANCES.

2. ALL FORMS AND ALIGNMENTS OF PAVING, LAYOUT, AND SPECIAL PAVING

AREAS SHALL BE REVIEWED AND APPROVED BY THE OWNER'S

REPRESENTATIVE PRIOR TO POURING (GIVE A MINIMUM OF 24 HOURS

NOTICE)

3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL PUBLIC

IMPROVEMENTS, INCLUDING UNDERGROUND UTILITIES PRIOR TO THE

START OF CONSTRUCTION. CONTRACTOR SHALL REPAIR AND/OR REPLACE

IN-KIND ALL PUBLIC IMPROVEMENTS DAMAGED, BROKEN, OR REMOVED

DURING CONSTRUCTION

4. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI

AT 28 DAYS (UNLESS OTHERWISE NOTED).

5. ALL REBAR CROSSINGS TO BE TIED.

6. ALL CONSTRUCTION TO BE PLUMB AND TRUE, UNLESS OTHERWISE NOTED

OR INDICATED.

7. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS AT THE JOB SITE. ALL DISCREPANCIES

SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE SKATE PARK

DESIGNER, OWNER/BUILDER OR OWNER'S REPRESENTATIVE.

8. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION

METHODS AND FOR SAFETY CONDITIONS AT THE WORK SITE.

9. ALL BRACING, TEMPORARY SUPPORTS, SHORING, ETC.. ARE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

10. OBSERVATION VISITS TO THE JOB SITE BY THE SKATE PARK DESIGNER OR

OWNER, DO NOT INCLUDE INSPECTION OF CONSTRUCTION PROCEDURES.

THE VISIT SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED

INSPECTIONS.

11. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED SIMILAR

TO THE DETAILS FOR THE RESPECTIVE MATERIALS.

12. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED

CONSTRUCTION PRODUCT. THESE DOCUMENTS, ALTHOUGH PREPARED

WITH CARE AND DILIGENCE, MAY CONTAIN ERRORS, OMISSIONS,

CONTRADICTIONS, ETC. THE CONTRACTOR SHALL REVIEW ALL

DOCUMENTS THOROUGHLY AND SHALL NOTIFY THE SKATE PARK

DESIGNER IMMEDIATELY UPON ANY SUCH DISCOVERY OR DISCREPANCY.

GOVERNING CODES SHALL THEN APPLY.

13. ALL SCALE DIMENSIONS ARE APPROXIMATE. WRITTEN DIMENSIONS AND

DETAILS TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE

CONTRACTOR SHALL CHECK AND VERIFY ALL SITE DIMENSIONS PRIOR TO

PROCEEDING WITH WORK AND CLARIFY WITH SKATE PARK DESIGNER,

OWNER IF NECESSARY.

14. DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN THOSE

DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE.

APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE SKATE

PARK DESIGNER.

15. SHOP DRAWINGS SHALL BE SUBMITTED BY THE CONTRACTOR FOR THE

CLARIFICATION OF DESIGN CONCEPT DETAILS & SUBSTITUTIONS.

16. DURING WORK AND THROUGH ITS COMPLETION, THE CONTRACTOR SHALL

KEEP THE SITE CLEAN TO THE SATISFACTION OF THE OWNER.

17. FINAL MATERIAL, FINISHES AND COLOR SHALL BE APPROVED BY OWNER

AND SKATE PARK DESIGNER PRIOR TO INSTALLATION.

18. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS.

19. REFER TO SPECIFICATIONS FOR ANY ADDITIONAL INFORMATION.

Scale: 3/16" = 1'-0"

5' 10'1'

AutoCAD SHX Text Δ

6.5 6.4

6.4

6.5 6.5

6.4

6.5

6.4

6.3

6.4

6.3

6.4

6.3

6.4

6.3

6.4

6.3

6.2

6.3

6.4

6.3

6.4

6.4 8 6.3

6.3

6.4

6.3

6.2

6.3

6.4

6.5

6.3

6.4

6.5

6.4

6.5 6.3

6.3

6.5

6.5 6.5

6.5

6.5 6.5 6.5 6.4

6.3

6.2

6.3

6.4 6.4

6.4

6.4 6.4 6.4 6.4

6.4 6.4

6.4

6.3

6.2

6.4

6.3

6.2

6.3

6.4

6.3

6.4

6.3

6.4

+4+4+6

+.66

+1.16+2

+3.66

+3 +4

+0 +0

+2+1+0

+2+1+0 +3

+2+1+0 +3 +4

+0+1+2+3

G B

6.78 FS

8.95 TL

6.78 FS

7.24 FS

7.35 HP

1.0%

6.90 FS

1.0%

8.07 TL

6.90 FS

8.07 TL

6.90 FS

1.0%

7.13 FS

7.12 FS

0.9%

1.1

7.02 FS9.44 TR

6.94 FS

9.36 TR

6.86 FS

8.95 TL

6.78 FS

7.43 TS

6.97 FS

7.35 TS

6.89 FS

7.28 FS 7.29 FS

8.64 TL

6.97 FS

7.15 FS7.15 FS

7.72 TL

7.05 FS

7.73 TL

7.06 FS

7.04 FS

7.24 FS

7.07 FG

7.19 FS

6.99 FG

7.01 FS

9.25 TR

6.92 FS

8.95 TL

6.78 FS

9.25 TR

6.92 FS

11.45 TL

8.78 FS

8.21 TR

7.05 FS

8.20 TR

7.04 FS

7.15 FS

6.95 FG

11.61 TL

9.78 FS 9.97 FS

9.47 BS

9.89 FS

9.39 BS

11.95 TL

10.12 FS

10.28 FS

10.20 FS

10.19 FS10.01 FS

10.20 FS

10.28 FS

10.24 FS

10.86 TL

10.20 FS

10.86 TL

10.20 FS

10.16 FS

9.29 FS

11.20 FS

11.16 FS

11.15 FS

11.11 FS

9.15 FS

9.13 FS

8.90 FS

10.30 TL

8.97 FS

12.78 FS

12.76 FS

10.59 FG

12.82 TL

10.82 FS

12.80 TL

10.80 FS

10.63 FG

11.02 FS

7.02 FS

11.00 FS

10.83 FG

11.04 FS

10.99 FS

10.82 FG

10.90 FS

10.73 FG

10.85 FS

10.68 FG

10.26 HP

16.01 FS

10.00 FG

16.19 FS

10.18 FG

11.99 TL

10.16 FS11.65 TL

9.82 FS

9.83 FS

12.07 TR

9.90 FS

12.15 TR

9.98 FS

10.88 FS

BLEND

10.33 TL

9.00 FS

8.50 BS

8.47 FS

9.24 FS

8.09 TL

6.92 FS

6.99 HP

8.09 TL

6.92 FS

7.09 HP

12.92 TR

8.92 FS

0.9%0.9%

D A

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0 8' 16'

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

GRADING LEGEND:

BS BOTTOM OF STEP

FG FINISH GRADE

FS FINISH SURFACE

HP HIGH POINT

INV INVERT ELEVATION (MAY CHANGE IN FIELD)

PA PLANTING AREA

TD TOP OF DRAIN

TL TOP OF LEDGE

TP TOP OF PAD

TR TOP OF RAIL

TS TOP OF STEP

EXISTING ELEVATION

(VERIFY IN FIELD)

**SLOPE AREAS TO BE BLENDED IN FIELD

GRADING NOTES

1. ALL GRADING SHALL BE IN ACCORDANCE WITH THE LOCAL

GRADING CODE AND ANY SPECIAL REQUIREMENTS OF THE

GRADING PERMIT.

2. CONTRACTOR TO VERIFY GRADES AND NOTIFY OWNER'S

CONSTRUCTION ADMINISTRATOR PRIOR TO START OF GRADING

WORK.

3. SLOPES SHALL BE NO STEEPER THAN 3' HORIZONTAL TO 1'

VERTICAL (3:1) AND SHALL HAVE NOT LESS THAN 90%

COMPACTION OUT TO THEIR FINISH SURFACES.

4. ALL PAVED AREAS SHALL SLOPE AS SHOWN ON PLANS WITH A

2% MAXIMUM FALL. PLANTED AREAS SHALL HAVE A MINIMUM 2%

FALL.

5. FINISH GRADE SHALL HAVE A UNIFORM SURFACE, FREE OF

LUMPS, BUMPS AND DEPRESSIONS AND ANY OBJECTS THAT

MAY PREVENT A POSITIVE FLOW TO DRAIN.

6. ALL PROPOSED PAVING SURFACES SHALL MEET EXISTING

PAVING SURFACES WITH SMOOTH AND CONTINUOUS

TRANSITIONS AND FLUSH ALONG ENTIRE EDGE.

7. CONCRETE WALKS TO HAVE A MAXIMUM CROSS SLOPE OF 2%

AND SHALL MEET ALL CITY AND COUNTY REQUIREMENTS.

8. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL

UTILITY LOCATIONS, EXISTING DRAINAGE STRUCTURES,

PARKING LOT IMPROVEMENTS, AND FINISH FLOOR ELEVATIONS.

NOTIFY THE OWNER'S CONSTRUCTION ADMINISTRATOR

IMMEDIATELY UPON NOTING ANY DISCREPANCIES.

9. FINISH GRADE AT TURF AREAS SHALL BE ONE INCH BELOW

FINISH SURFACE OF SIDEWALKS, CURBS OR PAVED AREAS.

PLANTING AREA FINISH GRADE SHALL BE 2" BELOW SAME

UNLESS OTHERWISE SPECIFIED.

10. ALL CONSTRUCTION AREAS SHALL BE FREE OF ROCK, DEBRIS,

ETC. ALL EXISTING WEEDS SHALL BE REMOVED.

11. CONTRACTOR SHALL MEET EXISTING GRADE AT GRADING

LIMITS WITH A SMOOTH AND CONTINUOUS TRANSITION.

GB GB

XXX.XX FS

PROPOSED GRADE BREAK

PROPOSED ELEVATIONS

PROPOSED FLOW DIRECTION

X.X X

1. TYPICAL SLOPE DETAIL FOR INFORMATIONAL PURPOSES ONLY. ALL SLOPE

GRADING AND DRAINAGE SHALL CONFORM TO APPROVED GRADING PLAN.

2. ALL BERM MATERIAL WILL BE SUPPLIED TO THE CONTRACTOR BY THE COUNTY,

TYPICAL ALL BERMS.

CONCRETE PAVING

FINISH GRADE, 2" CLR. @

NOTES

SHRUB AREA, 1" CLR. @ TURF, TYP.

2'-0" TYP.SEE DRAINAGE PLAN

S E

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P L A

2% MIN.

1:1

2:1

3:1

4:1

5:1

TYPICAL SLOPE FACTORS

COMPACTED SUBGRADE

3/4" = 1'-0"

TYPICAL SLOPE DETAIL1

P-HYB-STAFFORD-15

AutoCAD SHX Text Δ

SYMBOL DESCRIPTION QTY DETAIL FINISH

2-3/8" O.D. SCH 40 STEEL COPING

75 LF 13/SK10.0

HOT DIPPED

GALVANIZED

1.5 X 2 X 3/16" THICK STEEL EDGING

13 LF 10/SK10.0

HOT DIPPED

GALVANIZED

6 X 2 X 3/16" THICK STEEL EDGING

54 LF 11/SK10.0

POWDER

COAT RAL

#6005

GRIND RAIL

60 LF

POWDER

COAT RAL

#6005

2" X 5" X 3" X 3/16" THK. CANTILEVERED STEEL EDGING

252 LF

POWDER

COAT RAL

#6005

STEEL PANNED SLAPPY LEDGE

18 LF

POWDER

COAT RAL

#6005

S-01

S-02

S-03

S-04

S-05

S-06

STEEL SCHEDULE

SLAP SLAP

P S

7 8

4'-0"

2'-0"

T I O

N S

2'-0"

6'-0

8'-0"

2'-0"

T I O

N S

2'-0"

T I O

N S

T I O

N S

T I O

N S

2'-0"

T I O

N S

T I O

N S

T I O

N S

9'-0"

12'-5

11'-2"

12'-0"

T I O

N S

15'-0"

3 8

STEEL COPING WITH BACKER

PLATE SEE DETAIL 3/SK10.1

COPING / RAIL JOINT WELDS

COPING

UTILIZE HANDRAIL COUPLERS

@ JOINT FOR WELD BACK UP

CORNER

SPLICE

COPING

END CAP

3/16"

[4.76mm]

GRIND

SMOOTH

END

NOTES :

1. STEEL FINISH TO BE HOT DIPPED GALVANIZED OR POWDER COATED RAL #6005

(MOSS GREEN) AS INDICATED IN LEGEND FINISH.

2. FINISH MUST OCCUR AFTER ALL WELDING IS COMPLETE.

3. CAP ALL EXPOSED TUBE OR PIPE ENDS AND ROUND ALL SHARP EDGES.

4. ALL WELDS TO BE ALL AROUND.

5. GRIND ALL WELDS SMOOTH BEFORE FINISHING.

6. FABRICATE STEEL GRIND EDGES IN LONG SECTIONS THAT WILL WORK FOR

SHIPPING AND REDUCE THE NUMBER OF WELDS IN THE FIELD.

7. CLEAN METAL EDGES AFTER PLACEMENT OF CONCRETE.

8. POWDER COATING REPAIR - USE AN APPROPRIATELY COLOR MATCHED POWDER

COAT TOUCH-UP SPRAY PAINT ON WELDED OR DAMAGED POWDER COATED

SURFACES.

9. HOT DIPPED GALVANIZE REPAIR - FIELD WELDS SHALL BE GROUND SMOOTH AND

TREATED WITH COLD GALVANIZING SPRAY.

10. SEE SECTION 05 50 00 - METAL FABRICATIONS OF SPECBOOK FOR SKATEPARKS

FOR ALL STEEL SPECIFICATIONS.

S T

E E

L A

SK8.0

N O R T H

Scale: 3/16" = 1'-0"

5' 10'1'

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SECTION A

SECTION B

SECTION C

SECTION D SECTION E

SECTION F

SECTION G SECTION H1

SECTION I1

SECTION K

SECTION J1

SECTION H2

SECTION I2

(E) FS

7'-6

2'-0"

9'-6

6'-11

5'-9

" 5'-2

" 5'-9

16'-9

19'-7

19'-0"

8" 8"

9'-6" 9'-6"

19'-0"

10'-2

" 10'-2

20'-4

14'-0"

1'-0"

15'-0"

10'-4

8'-0"

5'-1"

18'-2

23'-3

2'-7

9'-6

4'-0"

2'-0"

18'-4

17'-9"

14'-6"

3'-6"

14'-6"

1'-6"

SECTION J2

1'-1

2'-11

1'-1

9'-9

" 9'-9

PAN

2 "

18° 18°

A B

D E F

W O P

H1 I1

H2 I2

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0 4'2'1'

Scale: 3/8" = 1'-0"

AutoCAD SHX Text Δ

SECTION L SECTION M

SECTION N

SECTION O

SECTION P

SECTION Q

SECTION R SECTION S

SECTION T

°6

SECTION U SECTION V

SECTION W

3 4

FG FG

10'-0"

10'-8

2'-2"

12'-10

12'-5

3'-6

1'-10

6'-11

1'-11

1'-3" 1'-3" 1'-3" 1'-3"

7'-8

3'-0"3'-0"

14'-0"

9'-6"

4'-0"

13'-6"

9'-6"

10'-2

"1'-2

11'-5

7'-1"2'-5"

9'-6"

6'-7

7'-3

9'-6"

6'-11

5'-0"

11'-11

10'-0"

4'-0"

14'-0"

11'-1

A B

D E F

W O P

H1 I1

H2 I2

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S p o h n

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Scale: 3/8" = 1'-0"

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SK10.0

*4000 PSI CONCRETE

FLATWORK WITH #3

REBAR @ 16" O.C. BW

6 MIL PLASTIC

SHEETING

EXISTING SLAB

1/2" TOOLED

EDGE ONLY

AT FS EDGE

CAPPED SLAB EDGE

1 1/2" = 1'-0"

*SKATEPARK SURFACE TO HAVE STEEL

HARD-TROWEL FINISH. CEASE TROWELING

BEFORE SURFACE BECOMES GLOSSY. DO

NOT TROWEL BURN SURFACE.

EXISTING

SUBGRADE

P-HYB-STAFFORD-01

4000 PSI CONCRETE

FLATWORK WITH #3

REBAR @ 16" O.C. BW

6 MIL PLASTIC

SHEETING

EXISTING SLAB

1/2" TOOLED

EDGE ONLY

AT FS EDGE

EXISTING

SUBGRADE

PERIMETER TURNDOWN EDGE

1 1/2" = 1'-0"

V A

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STRUCTURAL

FOAM FILL -

TO BE EPS15

OR SIMILAR

P-HYB-STAFFORD-02

TURNDOWN EDGE AT FINISH SURFACE

1" = 1'-0"

2" CLR. MIN.

TYP.

V A

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JOINT

4000 PSI

CONCRETE

FLATWORK WITH

#3 REBAR 16"

O.C. BW

SLIP DOWEL3

EXISTING SLAB4

1/2" TOOLED

EDGE OR STEEL

EDGING. SEE

STEEL PLAN FOR

LOCATION.

EXISTING

SUBGRADE

6 MIL PLASTIC

SHEETING

STRUCTURAL

FOAM FILL - TO

BE EPS 15 OR

SIMILAR

P-HYB-STAFFORD-03

SLIP DOWEL

1 1/2" = 1'-0"

1'-6"

9" 9"

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S L A

4000 PSI

CONCRETE

FLATWORK

WITH #3 REBAR

@ 16" O.C. B.W.

COLD OR

EXPANSION

JOINT

SLEEVE FOR

SLIP DOWEL OR

WRAP/GREASE

ONE END

1/2" SMOOTH

DOWEL OR

REBAR DROP.

SPACE 2'-6" O.C.

ALONG JOINT

P-HYB-STAFFORD-05

4 EXPANSION JOINT

1" = 1'-0"

1 2

4000 PSI CONCRETE FLATWORK WITH

#3 REBAR @ 16" O.C. BW

PRE-COMPRESSED EXPANSION

MATERIAL, DECK-O-FOAM OR SIMILAR

EXPANSION JOINT. 1/8"

TOOLED EDGE. APPLY

POLYURETHANE BASED

NON-SAGGING

ELASTOMERIC SEALANT

AND TOOL FLAT

CONCRETE SKATE

ELEMENT

SLIP DOWEL5

EXISTING SLAB6

EXISTING

SUBGRADE

6 MIL PLASTIC

SHEETING

P-HYB-STAFFORD-06

SAWCUT JOINT

3" = 1'-0"

D E

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4000 PSI CONCRETE

FLATWORK WITH #3

REBAR @ 16" O.C. BW

1/8" SAW CUT - FILL JOINT

WITH SELF LEVELING

SEALANT AND TOOL

FLAT. PROTECT

SURROUNDING SURFACE

FROM EXCESS SEALANT.

P-HYB-STAFFORD-07

1 2

5 6

1 2

COLD JOINT

KEY JOINT

COLD JOINT / KEY JOINT

1" = 1'-0"

4000 PSI CONCRETE

FLAT WORK WITH #3

REBAR @ 16" O.C. BW

1/8" TOOLED EDGE BOTH

SIDES

EXISTING SLAB3

EXISTING SUBGRADE4

SLIP DOWEL5

KEY JOINT 1-5/8" O.D.6

6 MIL PLASTIC SHEETING7

1'-6"

P-HYB-STAFFORD-08

7 TYPICAL GRIND RAIL BASEPLATE - FOAM

1" = 1'-0"

SIZE VARIES, SEE

SECTIONS +

STEEL PLAN

V A

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T I O

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TYPICAL BASE PLATE

4000 PSI CONCRETE

FLATWORK WITH #3

REBAR @ 16" O.C.

1/4" x 4" x 7" STEEL

BASE PLATE. LONG

EDGE OF BASE

PLATE TO BE PLACED

PERPENDICULAR TO

GRIND RAIL

6" x 3/8" LAG BOLTS3

STRUCTURAL FOAM

FILL - TO BE EPS15

OR SIMILAR

GRIND RAIL5

P-HYB-STAFFORD-16

TYPICAL GRIND RAIL BASEPLATE - ASPHALT

1" = 1'-0"

SIZE VARIES, SEE

SECTIONS +

STEEL PLAN

V A

R I E

T I O

N S

TYPICAL BASE PLATE

4000 PSI CONCRETE

FLATWORK WITH #3

REBAR @ 16" O.C.

1/4" x 4" x 7" STEEL

BASE PLATE. LONG

EDGE OF BASE

PLATE TO BE PLACED

PERPENDICULAR TO

GRIND RAIL

6" x 3/8" LAG BOLTS3

STRUCTURAL FOAM

FILL - TO BE EPS15

OR SIMILAR

GRIND RAIL5

6 MIL PLASTIC

SHEETING

EXISTING SUBGRADE7

P-HYB-STAFFORD-17

1/4" TYP. REVEAL

Y P

R E

V E

A L

STEEL COPING - FOAM

1" = 1'-0"

SEE STEEL PLAN FOR FABRICATION + FINISH NOTES

1/8" TOOLED EDGE BOTH

SIDES OF COPING

STEEL COPING - SEE STEEL

PLAN FOR LOCATION

CONSTRUCTION JOINT

HAND SHAPED PRIOR TO

CONCRETE CURING

TYPICAL STEEL

REINFORCEMENT

BOWL TRANSITION5

COPING ANCHOR, 3/8" X 4"

MIN. NELSON STUD

OR SIMILAR@ 18" O.C.

STRUCTURAL FOAM FILL -

TO BE EPS15 OR SIMILAR

4000 PSI CONCRETE

FLATWORK

P-HYB-STAFFORD-10

STEEL EDGING

3" = 1'-0"

SEE STEEL PLAN FOR

FABRICATION + FINISH NOTES

1/8" MIN. ROUTED

EDGE GROUND

SMOOTH

1.5" x 2" x 3/16" THICK

STEEL EDGING

-SEE STEEL PLAN FOR

LOCATION

COPING ANCHOR, 3/8" X

4" MIN. NELSON STUD

OR SIMILAR @ 18" O.C.

1/8" TOOLED EDGE

BOTH SIDES

TYPICAL STEEL

REINFORCEMENT

SKATE ELEMENT6

L R

M I N

Y P

P-HYB-STAFFORD-13

SEE STEEL PLAN FOR

FABRICATION + FINISH NOTES

3 4

1/8" MIN. ROUTED

EDGE GROUND

SMOOTH

2" x 2" x .120" THICK

STEEL STRAP EDGING

-SEE STEEL PLAN FOR

LOCATION

COPING ANCHOR, 3/8" X

4" MIN. NELSON STUD

OR SIMILAR @ 18" O.C.

1/8" TOOLED EDGE

BOTH SIDES

TYPICAL STEEL

REINFORCEMENT

SKATE ELEMENT6

STEEL STRAP

3" = 1'-0"

L R

M I N

Y P

P-HYB-STAFFORD-14

STEEL EDGING 6" X 2"

3" = 1'-0"

SEE STEEL PLAN FOR

FABRICATION + FINISH NOTES

1/8" MIN. ROUTED

EDGE GROUND

SMOOTH

6" x 2" x 3/16" THICK

STEEL EDGING

-SEE STEEL PLAN FOR

LOCATION

COPING ANCHOR, 3/8" X

4" MIN. NELSON STUD

OR SIMILAR @ 18" O.C.

1/8" TOOLED EDGE

BOTH SIDES

TYPICAL STEEL

REINFORCEMENT

SKATE ELEMENT6

L R

M I N

Y P

P-HYB-STAFFORD-21

MAX

V A

R I E

T I O

D I N

VARIES, SEE LAYOUT + SECTIONS

TYPICAL QUARTERPIPE - CAPPED SLAB

3/4" = 1'-0"

6 7

4000 PSI CONCRETE

FLATWORK WITH #3

REBAR @ 16" O.C. BW

EXISTING SLAB2

EXISTING SUBGRADE3

STEEL COPING4

4000 PSI SHOTCRETE

WITH #3 REBAR @ 12"

O.C. BW

SLIP DOWEL6

COLD JOINT7

6 MIL PLASTIC SHEETING8

STRUCTURAL FOAM FILL

- TO BE EPS15 OR

SIMILAR

P-HYB-STAFFORD-19

TYPICAL QUARTERPIPE EXTENSION - FOAM

1" = 1'-0"

2 3

V A

R I E

E E

S E

C T

I O

D I N

VARIES, SEE SECTION + LAYOUT

4000 PSI

CONCRETE

FLATWORK

WITH #3

REBAR @ 16"

O.C. BW

STEEL

EDGING

STEEL

COPING

EXPANSION

JOINT

STRUCTURAL

FOAM FILL -

TO BE EPS15

OR SIMILAR

4000 PSI SHOTCRETE

WITH #3 REBAR @ 12"

O.C.

P-HYB-STAFFORD-23

CANTILEVERED STEEL EDGING

3" = 1'-0"

SEE STEEL PLAN FOR

FABRICATION + FINISH NOTES

1/8" MIN. ROUTED

EDGE GROUND

SMOOTH

2" x 5" x 3" x .125"

THICK STEEL EDGING

-SEE STEEL PLAN FOR

LOCATION

COPING ANCHOR, 3/8" X

4" MIN. NELSON STUD

OR SIMILAR @ 18" O.C.

4 TYPICAL STEEL

REINFORCEMENT

5 SKATE ELEMENT

L R

M I N

Y P

P-HYB-STAFFORD-104

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I n c i s p r o h i b i t e t l e t o t h e s e p l a n s a n d c o n c e p t s b e l o n g s t o

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A I L

SK10.1

VERT WALL

3/4" = 1'-0"

MAX

VARIES, SEE SECTIONS + LAYOUT

V A

R I E

T I O

D I N

4000 PSI CONCRETE

FLATWORK WITH #3

REBAR @ 16" O.C. BW

STEEL COPING WITH

BACKER PLATE

4000 PSI SHOTCRETE

WITH #3 REBAR @ 12"

O.C. BW

SLIP DOWEL4

COLD JOINT5

STRUCTURAL FOAM FILL -

TO BE EPS15 OR SIMILAR

3" = 1'-0"

P-HYB-STAFFORD-25

TYPICAL STAIRS - CAPPED SLAB

3/4" = 1'-0"

SLOPE

VARIES, SEE SECTIONS + LAYOUT

V A

R I E

T I O

A D

I N

1 2

4000 PSI CONCRETE

FLATWORK WITH #3

REBAR @ 16" O.C. BW

STEEL EDGING. SEE STEEL PLAN2

SLIP DOWEL3

COLD JOINT4

STRUCTURAL FOAM FILL -

TO BE EPS15 OR SIMILAR

EXISTING SLAB6

EXISTING SUBGRADE7

6 MIL PLASTIC SHEETING8

EXPANSION JOINT9

P-HYB-STAFFORD-26

TYPICAL DOUBLE RAKED GRIND RAIL - CAPPED SLAB

1/2" = 1'-0"

VARIES, SEE SECTIONS

V A

R I E

E E

S E

C T

I O

N S

TYPICAL

5/16x5/16

GMAW

SEE STEEL PLAN FOR

FABRICATION + FINISH NOTES

V A

R I E

S E

C T

I O

N S

3 3

4000 PSI CONCRETE FLATWORK WITH #3 REBAR @ 16" O.C. BW1

GRIND RAIL2

TYPICAL GRIND RAIL BASEPLATE CONNECTION3

BASE COURSE4

COMPACTED SUBGRADE5

4000 PSI SHOTCRETE WITH #3 REBAR @ 12" O.C. BW6

6 MIL PLASTIC SHEETING7

STRUCTURAL FOAM FILL - TO BE EPS15 OR SIMILAR8

P-HYB-STAFFORD-27

TYPICAL RAKED GRIND RAIL - CAPPED SLAB

1/2" = 1'-0"

VARIES, SEE SECTIONS

V A

R I E

T I O

N S

V A

I E

E E

S E

T I O

SEE STEEL PLAN FOR

FABRICATION + FINISH NOTES

TYPICAL

5/16x5/16

GMAW

V A

R I E

E E

S E

C T

I O

N S

3 6

4000 PSI CONCRETE

FLATWORK WITH #3 REBAR @

16" O.C. BW

GRIND RAIL2

TYPICAL GRIND RAIL BASEPLATE3

EXISTING SLAB4

COMPACTED SUBGRADE5

4000 PSI SHOTCRETE WITH #3

REBAR @ 12" O.C. BW

6 MIL PLASTIC SHEETING7

STRUCTURAL FOAM FILL - TO

BE EPS15 OR SIMILAR

P-HYB-STAFFORD-28

TYPICAL FLAT GRIND RAIL - CAPPED SLAB

1/2" = 1'-0"

TYPICAL

5/16x5/16

GMAW

SEE STEEL PLAN FOR

FABRICATION + FINISH NOTES

3 4

4000 PSI CONCRETE

FLATWORK WITH #3 REBAR @

16" O.C. BW

GRIND RAIL2

TYPICAL GRIND RAIL

BASEPLATE

EXISTING SLAB4

EXISTING SUBGRADE5

6 MIL PLASTIC SHEETING6

SEE SECTIONS

S E

C T

I O

N S

P-HYB-STAFFORD-29

SEE STEEL PLAN FOR

FABRICATION + FINISH

NOTES

SINGLE KINKED RAKED GRIND LEDGE - CAPPED SLAB

3/8" = 1'-0"

4000 PSI CONCRETE

FLATWORK WITH #3

REBAR @ 16" O.C. BW

E E

S E

C T

I O

N S

SEE SECTIONS SEE SECTIONS

S E

E C

T I O

N S

S E

C T

I O

N S

S E

E C

T I O

N S

SEE SECTIONS

CANTILEVERED STEEL

EDGING

4000 PSI SHOTCRETE

WITH #3 REBAR @ 12"

O.C. BW

EXISTING SLAB4

COMPACTED

SUB-GRADE

6 MIL PLASTIC

SHEETING

STRUCTURAL FOAM FILL

- TO BE EPS15 OR

SIMILAR

P-HYB-STAFFORD-101

TYPICAL RADIUS WEDGE - CAPPED SLAB

3/4" = 1'-0"

VARIES, SEE SECTIONS + LAYOUT

I E

I O

MAX

64 5

4000 PSI CONCRETE

FLATWORK WITH #3

REBAR @ 16" O.C. BW

EXISTING SLAB2

EXISTING SUBGRADE3

SLIP DOWEL4

COLD JOINT5

6 MIL PLASTIC SHEETING6

STRUCTURAL FOAM FILL

- TO BE EPS15 OR

SIMILAR

V A

R I E

T I O

A D

I N

P-HYB-STAFFORD-24

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I n c i s p r o h i b i t e t l e t o t h e s e p l a n s a n d c o n c e p t s b e l o n g s t o

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RAKED CANTILEVERED GRIND LEDGE - CAPPED SLAB

1/2" = 1'-0"

SEE STEEL PLAN FOR

FABRICATION + FINISH NOTES

4000 PSI CONCRETE

FLATWORK WITH #3 REBAR @

16" O.C. BW

CANTILEVERED STEEL

EDGING

EXISTING SLAB4

COMPACTED SUBGRADE5

4000 PSI SHOTCRETE WITH #3

REBAR @ 12" O.C. BW

6 MIL PLASTIC SHEETING7

STRUCTURAL FOAM FILL - TO

BE EPS15 OR SIMILAR

S E

C T

I O

N S

SEE

SECTIONS SEE SECTIONS

S E

E C

T I O

N S

P-HYB-STAFFORD-102

SEE STEEL PLAN FOR

FABRICATION + FINISH

NOTES

A-FRAME GRIND LEDGE - CAPPED SLAB

3/8" = 1'-0"

2 CANTILEVERED STEEL

EDGING

4000 PSI SHOTCRETE

WITH #3 REBAR @ 12"

O.C. BW

EXISTING SLAB4

COMPACTED

SUB-GRADE

6 MIL PLASTIC

SHEETING

STRUCTURAL FOAM FILL

- TO BE EPS15 OR

SIMILAR

SEE SECTIONS SEE SECTIONS

S E

E C

T I O

N S

SEE SECTIONS

4000 PSI CONCRETE

FLATWORK WITH #3

REBAR @ 16" O.C. BW

P-HYB-STAFFORD-103

TYPICAL EURO GAP - CAPPED SLAB

3/4" = 1'-0"

4000 PSI CONCRETE

FLATWORK WITH #3

REBAR @ 16" O.C. BW

EXISTING SLAB2

EXISTING SUBGRADE3

SLIP DOWEL4

COLD JOINT5

6 MIL PLASTIC SHEETING6

STRUCTURAL FOAM FILL -

TO BE EPS15 OR SIMILAR

64 5

MAX 1

VARIES, SEE SECTIONS + LAYOUT

V A

R I E

E E

S E

C T

I O

D I N

I E

I O

I N

STEEL EDGING. SEE STEEL

PLAN

EXPANSION JOINT9

4000 PSI SHOTCRETE WITH

#3 REBAR @ 16" O.C. BW

P-HYB-STAFFORD-100

CANTILEVERED MANUAL PAD - CAPPED SLAB

1" = 1'-0"

S E

C T

I O

N S

SEE SECTIONS

4000 PSI

CONCRETE

FLATWORK

WITH #3

REBAR @ 16"

O.C. BW

CANTILEVERED

STEEL

EDGING

EXPANSION

JOINT

6 MIL

PLASTIC

SHEETING

EXISTING

SLAB

COMPACTED

SUB-GRADE

P-HYB-STAFFORD-105

4 CANTILEVERED GRIND LEDGE - CAPPED SLAB

1" = 1'-0"

S E

C T

I O

N S

SEE SECTIONS

4000 PSI

CONCRETE

FLATWORK

WITH #3

REBAR @ 16"

O.C. BW

CANTILEVERED

STEEL

EDGING

EXPANSION

JOINT

STRUCTURAL

FOAM FILL -

TO BE EPS15

OR SIMILAR

6 MIL

PLASTIC

SHEETING

EXISTING

SLAB

COMPACTED

SUB-GRADE

P-HYB-STAFFORD-106

BANK TO CANTILEVERED GRIND LEDGE - CAPPED SLAB

1/2" = 1'-0"

SEE STEEL PLAN FOR

FABRICATION + FINISH NOTES

4000 PSI CONCRETE

FLATWORK WITH #3 REBAR @

16" O.C. BW

CANTILEVERED STEEL

EDGING

EXISTING SLAB4

COMPACTED SUBGRADE5

4000 PSI SHOTCRETE WITH #3

REBAR @ 12" O.C. BW

6 MIL PLASTIC SHEETING7

STRUCTURAL FOAM FILL - TO

BE EPS15 OR SIMILAR

S E

C T

I O

N S

SEE SECTIONS SEE SECTIONS

S E

E C

T I O

N S

STEEL STRAP8

P-HYB-STAFFORD-107

SEE STEEL PLAN FOR

FABRICATION + FINISH

NOTES

TRIANGLE WEDGE WITH SLAPPY - CAPPED SLAB

3/8" = 1'-0"

2 3/16" STEEL WALL WITH

1/8" MIN. ROUTED EDGE

GROUND SMOOTH

4000 PSI SHOTCRETE

WITH #3 REBAR @ 12"

O.C. BW

EXISTING SLAB4

COMPACTED

SUB-GRADE

6 MIL PLASTIC

SHEETING

STRUCTURAL FOAM FILL

- TO BE EPS15 OR

SIMILAR

4000 PSI CONCRETE

FLATWORK WITH #3

REBAR @ 16" O.C. BW

TYPICAL PANNED LEDGE

SECTION A-A VIEW

A-A

NOTE:

PAN TO BE FILLED WITH

CONCRETE PRIOR TO

SETTING.

SEE SECTIONSSEE SECTIONS

S E

C T

I O

N S

SEE SECTIONS

P-HYB-STAFFORD-108

AutoCAD SHX Text Δ

ADDENDUM#1.pdf

Binder1.pdf

BrooksSkateboardParkConstructionPlans2023-02-07 StaffordCountyVA_99CD

Sheets and Views

1 Title-Sheet - SK1.0

2 3D Perspective - SK2.0

3 3D Perspective - SK2.1

4 Demolition Plan - SK3.0

5 Information Plan - SK4.0

6 Color-Plan - SK5.0

7 Layout-Plan - SK6.0

8 Grading-Plan - SK7.0

9 Steel-Plan - SK8.0

10 Sections - SK9.0

11 Sections - SK9.1

12 Construction-Details - SK10.0

13 Construction-Details - SK10.1

14 Construction-Details - SK10.2

File details come from the government source that posted it. Updated Apr 2, 2024.