2-26-261 FIREHOUSE PARK 2026 PLANS.pdf

PDF 14 MB Posted Feb 3, 2026

Attached to: IFB - FIREHOUSE SKATE PARK
Solicitation number: 26-261
Issued by: Washington County, Utah

About this file

Written by GovTribe AI · Feb 3, 2026

This document consists of construction plans for the Firehouse Skate Park renovation project undertaken by the City of St. George, Utah. The project involves the development of a comprehensive skatepark facility at the existing Firehouse Park location, with construction plans prepared by Mainline Engineering (Project #25-043, Inquiry #26-261). The scope of work includes site excavation, grading, compaction, concrete flatwork ranging from 5 to 8 inches in thickness, retaining walls, ramp support structures, and installation of skatepark features including quarterpipes, rails, banks, boxes, and stairs. The site contractor is responsible for all excavation, backfill, grading, compaction, and concrete work outlined in the Summary Sheet (SM-01), while the skatepark contractor will fabricate, furnish, and install all skatepark features referenced on the Feature Plan (A103). The project requires coordination between multiple contractors, with specific work sequencing outlined in the Site Plan (A102), including foundation pouring, ramp installation, feature placement, and concrete slab pouring. All construction shall comply with the City of St. George Standard Specifications for Design and Construction, the International Building Code, and the Uniform Building Code, with concrete specifications calling for 4000 PSI compressive strength, Grade 60 reinforcing steel, and a minimum floor flatness value of 35 (FF35) per ASTM E1155.

The project requires comprehensive utility coordination involving multiple service providers including the City of St. George Water Department, Dominion Energy for natural gas, St. George Energy Services for electrical power, the City Wastewater Department, Lumen Telephone, TDS Communications, Infowest fiber optic services, and other infrastructure providers. All primary underground power work and street light installation must be completed by contractors pre-qualified by St. George Energy Services, with inspection fees payable prior to permit issuance. Contractors are responsible for obtaining all necessary permits including encroachment permits, air quality permits, Notice of Intent, Notice of Termination, and Stormwater Pollution Prevention Plans (SW3P) prepared in accordance with State of Utah Division of Environmental Quality requirements. The project mandates 95% compaction in roadways and sidewalks and 90% compaction behind sidewalks, with field density reports required upon completion. General construction provisions require traffic control conforming to MUTCD standards, protection of existing utilities and landscaping, and contractor responsibility for costs associated with utility relocation or field condition changes. All construction materials and workmanship shall conform to applicable standards including ACI 318, ASCE 7, ASTM specifications for reinforcing steel and concrete testing, and requires concrete compressive strength testing and verification of 1500 PSI minimum at three days and full specified strength at 28 days.

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Other files

File	Type	Posted
1-26-261 Bid Schedule.xls	XLS spreadsheet	Feb 3, 2026
3-BID BOND TEMPLATE.pdf	PDF	Feb 3, 2026
5-MAJOR SUBCONTRACTOR LISTING.docx	DOCX document	Feb 3, 2026
4-sample - CERTIFICATE OF INSURANCE.pdf	PDF	Feb 3, 2026
6-26-261 Contract Documents FIREHOUSE SKATE PARK.pdf	PDF	Feb 3, 2026

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SNO

CANYO

N PKW

2000 NORTH

O W

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1800 NORTH

INQUIRY NO: 26-261

FEBRUARY 2026

1/27/2026

ST. GEORGE, UT

FIREHOUSE SKATE PARK

CONSTRUCTION PLANS FOR

PROJECT LOCATION

INDEX TO SHEETS

SHEET NO. DESCRIPTION

1 COVER SHEET/INDEX TO SHEETS

UT-01 UTILITY CONTACTS/UTILITY NOTES

SA-01 SITE ACCESS SHEET

DM-01 DEMOLITION SHEET

SC-01 SURVEY CONTROL SHEET

DT-01 TO DT-02 DETAIL SHEETS

SM-01 SUMMARY SHEET

SP-01 SITE IMPROVEMENTS

RD-01 TO RD-02 CONCRETE LAYOUT SHEET

RW-01 RETAINING WALL LAYOUT

A101 TITLE PAGE

A102 SITE PLAN

A103 FEATURE PLAN

A104 FLATWORK PLAN

A105 SAWCUT PLAN

A106 FOOTINGS AND WALL

A107 SECTIONS 1

A108 SECTIONS 2

SPD101 DETAILS 1

SPD102 DETAILS 2

SPD103 DETAILS 3

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NOTES:

SITE/CONCRETE CONTRACTOR TO PERFORM THE FOLLOWING:

1. ALL EXCAVATION, BACKFILL, GRADING AND COMPACTION.

2. ALL BID ITEMS ON SM-01.

SKATEPARK CONTRACTOR TO PERFORM THE FOLLOWING:

1. FABRICATE, FURNISH, INSTALL, AND/OR POUR ON-SITE, ALL

SKATEPARK FEATURES REFERENCED ON SHEET A103.

2. SKATEPARK CONTRACTOR WILL COORDINATE ALL

SKATEPARK FEATURES WITH THE SITE/CONCRETE CONTRACTOR.

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GILES

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PHIL B.

W 8''

G G G

SD 15''

SS 8'' SDR 35 SANITARY SEWER - DIAMETER SHOWN

C-900 CULINARY WATER - DIAMETER SHOWN

C-900 PVC "PURPLE" - IRRIGATION - DIAMETER SHOWN

NATURAL GAS (DOMINION ENERGY)

STORM DRAIN PIPE - DIAMETER SHOWN

POWER PHASE A

POWER PHASE B

POWER PHASE C

POWER PHASE ABC

FUTURE USE CONDUIT - SIZE SHOWN

SANITARY SEWER MANHOLE (SEE PLAN SHEETS FOR DIAMETER)

SANITARY SEWER CLEANOUT (4" SERVICE LATERAL)

WATER/IRRIG. VALVE (SEE PLAN SHEETS FOR TYPE AND SIZE)

FIRE HYDRANT

3/4" CULINARY WATER SERVICE, METER BOX AND METER SETTER

1" IRRIGATION SERVICE AND BOX

DIVERSION BOX OR CURB INLET CATCH BASIN (SEE PLAN

SHEETS FOR TYPE AND SIZE)

POWER - SWITCH PAD

POWER - SECONDARY FEEDER

POWER - POWER TRANSFORMER

POWER - STREET LIGHT (HISTORIC)

POWER - STREET LIGHT (COBRA HEAD)

PMH

IRR IRR

LEGEND

UT-01

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CITY OF ST. GEORGE WATER JUC NOTES:

1. All waterlines works must be installed by a contractor that has been pre-qualified by the City of St. George Water Department.

2. All construction shall conform to the 'City of St. George Standard Specifications for Design and Construction', 'The International Plumbing Code', and the 'Uniform

Building Code' Latest edition as administered by the City of St. George.

3. Contractor shall pothole all pipelines and verify location and depth prior to proceeding with any building or pipeline construction. If the in field conditions varies from design the contractor is responsible for costs due to changes in condition. City maps are "Best Knowledge" and approximate.

4. The potable water supply to lawn irrigation systems shall be protected against backflow per the International Plumbing Code (IPC) Section 608.16.5 and for fire sprinkler systems per (IPC) 608.16.4.

5. All Backflow Assembly Installation shall comply with backflow City Ordinance 9-1-1997. Test requirements shall be in accordance with the City of St. George

Backflow Ordinance 9-1-1997-5-6-5.

6. 12 Gauge wire shall be taped to all water lines for locating purposes. The wire shall also be brought up at each valve box and hydrant.

7. Thrust restraint on the new pipeline will be as shown on the details. Use Mega-Lug on the fittings and field lock gaskets on the required length of retrained pipe.

8. Asphalt replaced over the pipe trenching is to match existing pavement depths with a 6 inch over cut from edge of the trench line on each side of the trench

(T-patch). Asphalt patch shall be contiguous along the entire length of the restrained section of the water main.

9. Contractor shall cut off and cap (back at the water main), all existing service lines or unused stub lines that will be abandoned.

10. Any changes made in the field must be first approved and documented by the City of St. George Water Services Representative.

11. All new fire hydrants shall be installed at the correct height. Risers will not be allowed.

12. Irrigation water works may require additional approvals from respective irrigation companies.

DOMINION ENERGY:

1. Developer needs to contact Dominion Energy preconstruction department prior to breaking ground for gas sign up. Eric Ward 435-669-2269.

2. Developer will be responsible to get all compaction tests done at developer's expense.

3. If casings/conduits are needed, they are to be installed by developer at their costs. A map will be available at dominion energy for casing locations (1155 E 350 N -

St George).

4. All of the utility easements back of sidewalk will be graded, at full width, to within 6 inches of top back of curb before gas lines will be installed. **No retaining, rock, or block walls may be constructed on/in a pue **Developer will be responsible for the costs of any gas lines to be lowered and/or relocated after installation.**

5. All trenches shall be backfilled and all debris, construction materials and excess dirt piles shall be cleared away.

6. Property lot lines, back of curb and grade must be staked by developer before gas will be installed.

7. Power, water, sewer lines, culverts or other hazards not clearly noticeable shall be staked by developer.

8. Failure to comply with the above notes will result in delay of service to this project.

9. Contact JC Hall, 435-210-0729, at least two (2) weeks prior to being ready, for scheduling of installation.

10. **important notice** gas will be put on the schedule for installation when power trench is buried, streets are within 6 inches of sub-grade and the utility easement is graded to top back of curb.

11. High Pressure Gas Note:

Contractor is required to call high pressure dispatch at 801-324-3370 or Bryan Ward 435-559-6547, at least 48 hours in advance, before working within 10 feet of a high pressure gas line. This will schedule a Dominion Energy high pressure inspector to the project site.

CITY OF ST. GEORGE WASTEWATER JUC NOTES:

1. No sewers under 9' deep unless approved by the City of St. George.

2. Any sewers not in public streets shall show recorded easements.

3. Buildings may require interceptors at a later date.

4. All sewer manholes shall have "City of St. George" logo lids for final inspection.

5. 100' Maximum space between sewer lateral cleanouts.

6. All construction shall conform to the "City of St. George Standard Specifications for Design and Construction", "The International Plumbing Code", and the

"Uniform Building Code" latest edition as administered by the City of St. George.

LUMEN TELEPHONE NOTES:

1. Developer to place conduit in all JUC trench and stub up at all power locations. Contact Lumen engineer for print if needed.

2. Lumen will provide all conduit and deliver to job site. Call 435-632-6553 seven (7) days prior to requiring conduit to schedule delivery.

3. Contractor to install conduit and place pull string in all conduit to verify conduit integrity.

4. All conduit is 2" unless otherwise noted.

5. Any questions to JUC approved plans, please contact Lumen engineer Zach Mathews at 435-673-9639.

6. Any Lumen facility relocations associated with project will be billable to owner/developer. Lumen engineer must be contacted a minimum of four (4) weeks before relocation is required.

7. Developer is responsible to provide all street names and addresses within three (3) weeks of utility plan approval. Failure to provide addressed will result in a delay of service to project.

8. For most rerouting of Lumen infrastructure such as closures, pedestals, fiber or copper cables please contact Chuck Taylor at Fugal Engineering 801-403-9565 chuck.taylor@lumen.com.

9. For any road moves or road widening projects to move multiple Lumen closures, pedestals, fiber or copper cables please contact Koby Dutson 801-822-1483 or

Darren Keller 801-762-8004 darren.keller@lumen.com.

NOTES:

1. TRENCHING, BEDDING, AND COMPACTION SHALL CONFORM TO

CURRENT SGES AND CITY STANDARDS. SEE SGES DETAILS D13-D15

IN UNDERGROUND STANDARDS. PROVIDE COMPACTION TEST

RESULTS TO CITY; COPY SGES ON POWER RELATED TESTING.

2. ALL STUBBED CONDUIT SHALL TERMINATE IN A BOX PER CURRENT

UNDERGROUND STANDARDS. EACH UTILITY, POWER, FIBER, AND

TELECOMMUNICATIONS SHALL PROVIDE AND INSTALL THEIR OWN

BOXES RESPECTIVELY.

MIN. 12" DEEP

MIN. 24" DEEP

MIN. 32" DEEP

MIN. 42" DEEP

JOINT UTILITY TRENCH

WARNING TAPE

6" WIDE MIN.

24"

12"

10"

PLACE SAND 12"

ABOVE, 6" BELOW AND

BOTH SIDES OF UTILITY

CENTURYLINK (1) 2" CONDUIT

GO FIBER (1) 2" CONDUIT

TDS COMMUNICATION (2) 2" CONDUITS

SECONDARY POWER CONDUITS

AS NEEDED

PRIMARY POWER CONDUITS

AS NEEDED

DOMINION ENERGY HP GAS NOTES:

1. Call Dominion Energy (formerly Questar Gas) at 801-324-3370, 48 hours prior to working within 10 feet of any high pressure gas line. This will schedule a Company

High Pressure Inspector to be present during construction activities near the HP gas pipelines

2. All high pressure gas pipelines shall be protected in place.

3. Maintain at least 3 feet horizontal and 1 foot vertical clearance, (outside to outside) between high pressure gas pipelines and other utility pipes, boxes, manholes, etc.

4. No vibratory on compaction equipment allowed within 5 feet of the outside of the high pressure gas line. If static rolling of the road base doesn't achieve minimum compaction specifications, flow fill will need to be used over the HP gas pipelines. Vibratory paving equipment is ok to use over the HP gas pipelines

5. Flow fill will also need to be used to backfill proposed utility crossings with the high pressure gas line, when the vertical clearance is less than 2 feet from outside of pipe to outside of pipe. At least 12" minimum flow sand needs to be installed directly over the high pressure gas line, under the flow fill. Visqueen plastic needs to be laid over the sand to prevent migration of the flow fill into the sand.

6. Contractor to provide Dominion Energy HP Engineer with a list of construction equipment that will be crossing and working over the high pressure gas pipelines.

Loading analysis needs to be performed prior to the start of construction to determine if the equipment is safe to cross the HP gas pipelines.

7. Potholes of the high pressure gas pipelines shall be done at points where cover depths are unknown, especially at proposed utility crossings, so that the above requirements can be followed..

8. Bladed excavation vehicles shall not drop their blade to cut directly over the high pressure gas lines, where the cover depth is less than 3 feet. Carefully dig with a tracked excavator above the high pressure gas, with a Company High Pressure Inspector observing.

GENERAL CONSTRUCTION NOTES:

1. All construction and materials shall be in accordance with the project specifications; St. George City standard specifications for design and construction; any other applicable standards issued by the controlling agency. The uniform building code and all local government codes and ordinances applicable.

2. The contractor shall take all precautionary measures necessary to protect the existing improvements which are to remain in place, from damage, and all such improvements or structures damaged by the contractor's operations shall be repaired or reconstructed satisfactory to the owner at the expense of the contractor.

3. The contractor shall be responsible for the location of and protection of all existing underground utilities and overhead power lines during construction.

4. All grading to be within +/- 0.1' of proposed elevations.

5. An encroachment permit is required for any work within the public Right-Of-Way. An air quality permit is also required in order to perform construction. The contractor shall secure all permits and inspections required for this construction. Contact Clint Hafen (435-632-7933, clint.hafen@sgcity.org)

6. The contractor shall install an information sign on site before construction begins. The sign shall have a minimum size, placement location and content information with the company name, phone number and permit number.

7. Contractor is responsible to obtain all necessary permits pertaining to storm water. This includes, but is not limited to, Notice of Intent, Notice of Termination, and storm water pollution prevention plan (SW3P). a SW3P tracking document will need to be signed and returned before a grading permit will be issued. the SW3P shall be prepared as required by State of Utah Division of Environmental Quality requirements. Contractor shall maintain all such permits and is required to have SW3P on-site at all times as required by St. George City and the State of Utah Department of Environmental Quality.

Contact Kristi Schultz (435-627-4142, kristi.schul tz@sgcity.org).

8. Projects shall submit a dust control plan with details on equipment scheduling and reporting of dust control activities.

9. Existing utilities are shown on the plans for the convenience of the contractor only. The engineer bears no responsibility for utilities not shown, or shown incorrectly.

10. The contractor shall provide traffic control and maintain traffic flow within all public Rights-of-Way unless arrangements are made and written approval granted from the

City of St. George. Traffic control shall conform to MUTCD standards.

13. Contractor shall pothole all critical utilities as needed to verify location and potential conflicts.

14. The contractor shall be responsible for ensuring that the interior of all pipe be clear of debris including soil, rocks, trash, etc.

TDS, CATV BROADBAND NOTES:

1. The developer will provide all required trench within the project. Any modifications along the periphery to feed this project will be billed to the developer.

2. TDS will place conduits in an open/joint trench. Please contact TDS Engineering at 435-288-1415 at least 3 weeks prior to opening trench to create design and schedule work.

3. Contact TDS prior to constructing buildings for prewire options for fiber optic service. Any other questions regarding construction of service should be directed to TDS

Engineering at 435-288-1415.

4. Relocation of new or existing TDS facilities will be billable to the developer/contractor.

5. Any modifications after conduit/cable placement will be billable to the developer/contractor as will damages caused by other contractors working for the developer on this project.

INFOWEST, CATV/FIBER OPTIC NOTES:

1. Developer to provide all required trenching within the project.

2. Any modifications required to feed project will be billed to the developer.

3. Infowest will provide all conduits. Call 435-272-3559 or email juc@infowest.com for conduit delivery at least one (1) week prior to opening the trench.

4. For commercial projects with an MDF/Comm Room. Developer will install a 2" PVC run to the exterior of building.

5. Any questions regarding service should be directed towards Gab Tremblay at 435-272-3559 or juc@infowest.com

6. Relocation of existing new or existing GO Fiber facilities are billable to the developer. the developer will be provided with an estimate of costs for work done.

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ST. GEORGE ENERGY SERVICES POWER NOTES

1. Primary power from switch to switch shall be 750 wire in 3" conduit (90°c temp. rating).

2. Primary power from vault to transformer shall be 1/0 wire in 3" conduit unless otherwise noted. All wire shall have a temperature rating of 90°c

3. Secondary power from transformer to meter: All wire shall have a temperature rating of 90°c and conform to current NEC requirements for allowable capacities and voltage drop. Where secondary power is maintained by St. George Energy Services (SGES), wire and conduit sizes will be specified on the approved JUC plan.

Secondary wire maintained by SGES shall be aluminum. Otherwise, secondary wire and conduit shall be sized by the building electrical engineer.

4. Contractor to follow all Blue Stakes protocols.

5. The power design on this utility plan is considered by SGES as preliminary and non-bidable until accompanied by a JUC approval stamp.

6. All primary underground power work and street light installation must be provided and installed by a contractor that has been prequalified by SGES and meet all SGES standards. All overhead work/installation must be completed by SGES. Inspection fees and other applicable costs assessed by SGES upon JUC approval shall be paid prior to a permit being issued. Overhead power or other work completed by SGES will be billed to the prequalified contractor/owner and paid prior to the final inspection.

7. It is the responsibility of the owner to provide locations, elevations, and applicable easements for each of the power facilities that are to be installed with the project. The final grade of the area/easement shall be established before construction can begin for any buried power, pad mount equipment, or overhead power. If the grade changes after the construction has been completed, the cost to change the elevation shall be billable to the owner. Pad mount equipment is typically placed 6-ft behind TBC but shall not be less than pad mount clearances identified in the current SGES underground standards. Contractor shall provide applicable control such as TBC location and elevation, or other, prior to placement of electrical equipment.

8. All JUC trenches will be backfilled and compacted in 6" to 8" lifts to a compaction of 95% in roadways/sidewalks and 90% behind sidewalk. Testing is to be done at middle and top of trench. Trench construction shall conform to SGES details D13, D14, D15, & D18. alternate trench construction shall be approved by SGES prior to installation. Transformer pads and other heavy electrical equipment shall be backfilled and compacted in 6" to 8" lifts to a compaction of 95%. Field density reports from an accredited geotechnical engineering company shall be submitted to the SGES engineering department upon completion of the project.

9. All changes to existing grades near existing power utilities must be approved by SGES prior to construction.

10. Any in-field changes to the JUC approved power design will be at the developer's expense and must be pre-approved and documented by SGES prior to installation.

11. Landscaping around all primary power equipment shall conform to SGES standards and applicable SGES details. Trees planted under overhead power shall not grow more than 15-ft when fully matured. Mature vegetation shall not obstruct SGES access to or into pad mount equipment. No above-ground irrigation systems are permitted within 10-ft around the equipment pads. Landscape rock shall not exceed 1" diameter.

12. Please reference the current SGES underground standards for information on installation guidelines and metering standards. Coordinate equipment marking and tagging requirements with the SGES inspector.

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SITE ACCESS

(PROTECT EXISTING FACILITES,

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CONCRETE PATH)

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SITE ACCESS NOTES:

1. NO CONCRETE TRUCKS ALLOWED ACROSS THE

CONCRETE PATH

2. SITE ACCESS IS FOR REMOVING GRASS AND PLACING

UNTREATED BASE COURSE AND TOP SOIL.

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CUT

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~ LIMITS OF GRASS REMOVAL

(COORDINATE LIMITS WITH CITY)

GRASS REMOVAL (~1,000 SQ FT)

(COORDINATE LIMITS WITH CITY,

~ 6" DEEP)

STA:0+79.16, 98.24' LT

STA:0+73.31, 22.07' LT

STA:0+24.07, 25.43' LT

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NOTES:

1. PROTECT EXISTING UTILITIES IN PLACE.

2. PROTECT EXISTING LANDSCAPING IN PLACE

3. PROTECT EXISTING IRRIGATION IN PLACE

4. CITY WILL REPAIR IRRIGATION AND LANDSCAPING

IMPACTED BY NEW IMPROVEMENTS. ALL OTHER

DAMAGED AREAS AND FACILITIES WILL BE REPAIRED

BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE.

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FIREHOUSE SKATE PARK

1+40.00

N: 10021655.567 E: 1021261.549

FIREHOUSE SKATE PARK

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CONTROL POINTS

POINT

NORTHING

10,021,670.16

10,021,420.84

10,021,676.64

EASTING

1,021,313.29

1,021,329.39

1,021,005.63

ELEVATION

2883.12

2880.42

2870.54

DESCRIPTION

PK NAIL

DATUM INFORMATION:

HORIZONTAL DATUM = NORTH AMERICAN DATUM OF 1983 (N.A.D.83)

VERTICAL DATUM = NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.88)

COORDINATE SYSTEM = US STATE PLANE 1983, UTAH SOUTH ZONE (4303)

GEOID MODEL - GEOID 18

UNITS - US SURVEY FEET SC-01

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REINFORCED CONCRETE LAP SPLICE SCHEDULE

F'c= 4000 PSI AT 28 DAYS

HORIZ. BARS ONLY

18 24 30 36 53 60

BARS

REINFORCEMENT LENGTH (INCHES)

NOTES:

1. DESIGN COMPLIES WITH 2012 INTERNATIONAL BUILDING CODE, ACI 318 AND ASCE 7. RETAINING

WALL DESIGN FOR COMBINED LIVE LOAD, DEAD LOAD AND SEISMIC LOAD.

2. MINIMUM CONCRETE MIX REQUIREMENTS (IN ACCORDANCE TO ACI 318, SECTION 4.3):

CONCRETE COMPRESSIVE STRENGTH. fc: 4000 PSI

MAXIMUM WATER TO CEMENT RATIO: 0.45

CEMENTITIOUS MATERIAL : TYPE V + POZZOLAN OR SLAG

3. STRUCTURAL CONCRETE SHALL REACH A MINIMUM 3-DAY COMPRESSIVE STRENTH OF 1500 PSI

AND SHALL REACH THE SPECIFIED COMPRESSIVE STRENGTH IN 28 DAYS. CONCRETE

COMPRESSIVE TESTS SHALL CONFORM TO ASTM C 150 "TEST METHOD SAMPLING AND TESTING

CONCRETE MASONRY UNITS AND RELATED UNITS". CEMENTITIOUS MATERIAL SHALL CONFORM

TO ASTM C 150 "SPECIFICATION FOR PORTLAND CEMENT"

4. DEFORMED CONCRETE REINFORCING SHALL BE GRADE 60 REINFORCING STEEL CONFORMING TO

ASTM A 615 "STANDARD SPECIFICATION FOR DEFORMED AND PLAIN CARBON-STEEL BARS FOR

CONCRETE REINFORCEMENT".

5. BAR MATS FOR CONCRETE REINFORCING SHALL CONFORM TO ASTM A 184 "STANDARD

SPECIFICATION FOR WELDED DEFORMED STEEL BAR MATS FOR CONCRETE REINFORCEMENT".

REINFORCING BARS USED IN BAR MATS SHALL CONFORM TO ASTM A 515 OR ASTM A 706.

6. NO ADMIXTURES, OTHER THAN AIR-ENTRAINING ADMIXTURE CONFORMING TO "STANDARD

SPECIFICATIONS FOR AIR ENTRAINING ADMIXTURES FOR CONCRETE" (ASTM C 260) MAY BE USED

WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, CALCIUM CHLORIDE AND CONCRETE

ADMIXTURES CONTAINING CHLORIDE SALTS ARE NOT PERMITTED.

7. LAP ALL REINFORCING BARS ACCORDING TO THE FOLLOWING LAP SPLICE SCHEDULE, WHERE WALL/FOOTING REINFORCING IS REQUIRED TO BE SPLICED, SPLICING SHALL ONLY TAKE PLACE IN

HORIZONTAL REBAR ONLY, NO VERTICAL REBAR TO BE SPLICED:

8. ALL FOOTINGS NEED TO BE LEVELED AND TROWELED THE SAME AS THE FINISHED CONCRETE SLAB.

2' -0

16"

(2') CONCRETE

RETAINING WALL

30"

HUBBA FEATURE - FOOTING

5" R

C O

N C

5" R

C O

N C

24"#4 @ 12" O.C.

#4 @ 18" O.C.

#4 @ 12" O.C.

1/2" TOOLED RADIUS

(ALL EXPOSED EDGES)

#4 @ 24" O.C.

#4 @ 12" O.C.

6" UTBC

HUBBA FEATURE BY

SKATEPARK CONTRACTOR

1/2" EXPANSION JOINT

W/ SEALANT

6" UTBC

GENERAL HUBBA FEATURE - FOOTING NOTES:

1. SLOPE FOOTING WITH THE GRADE.

2. ALL FOOTINGS NEED TO BE LEVELED AND TROWELED

THE SAME AS THE FINISHED CONCRETE SLAB. DT-01

T C

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REINFORCED CONCRETE LAP SPLICE SCHEDULE

F'c= 4000 PSI AT 28 DAYS

HORIZ. BARS ONLY

18 24 30 36 53 60

BARS

REINFORCEMENT LENGTH (INCHES)

NOTES:

1. DESIGN COMPLIES WITH 2012 INTERNATIONAL BUILDING CODE, ACI 318 AND ASCE 7. RETAINING

WALL DESIGN FOR COMBINED LIVE LOAD, DEAD LOAD AND SEISMIC LOAD.

2. MINIMUM CONCRETE MIX REQUIREMENTS (IN ACCORDANCE TO ACI 318, SECTION 4.3):

CONCRETE COMPRESSIVE STRENGTH. fc: 4000 PSI

MAXIMUM WATER TO CEMENT RATIO: 0.45

CEMENTITIOUS MATERIAL : TYPE V + POZZOLAN OR SLAG

3. STRUCTURAL CONCRETE SHALL REACH A MINIMUM 3-DAY COMPRESSIVE STRENTH OF 1500 PSI

AND SHALL REACH THE SPECIFIED COMPRESSIVE STRENGTH IN 28 DAYS. CONCRETE

COMPRESSIVE TESTS SHALL CONFORM TO ASTM C 150 "TEST METHOD SAMPLING AND TESTING

CONCRETE MASONRY UNITS AND RELATED UNITS". CEMENTITIOUS MATERIAL SHALL CONFORM

TO ASTM C 150 "SPECIFICATION FOR PORTLAND CEMENT"

4. DEFORMED CONCRETE REINFORCING SHALL BE GRADE 60 REINFORCING STEEL CONFORMING TO

ASTM A 615 "STANDARD SPECIFICATION FOR DEFORMED AND PLAIN CARBON-STEEL BARS FOR

CONCRETE REINFORCEMENT".

5. BAR MATS FOR CONCRETE REINFORCING SHALL CONFORM TO ASTM A 184 "STANDARD

SPECIFICATION FOR WELDED DEFORMED STEEL BAR MATS FOR CONCRETE REINFORCEMENT".

REINFORCING BARS USED IN BAR MATS SHALL CONFORM TO ASTM A 515 OR ASTM A 706.

6. NO ADMIXTURES, OTHER THAN AIR-ENTRAINING ADMIXTURE CONFORMING TO "STANDARD

SPECIFICATIONS FOR AIR ENTRAINING ADMIXTURES FOR CONCRETE" (ASTM C 260) MAY BE USED

WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, CALCIUM CHLORIDE AND CONCRETE

ADMIXTURES CONTAINING CHLORIDE SALTS ARE NOT PERMITTED.

7. LAP ALL REINFORCING BARS ACCORDING TO THE FOLLOWING LAP SPLICE SCHEDULE, WHERE WALL/FOOTING REINFORCING IS REQUIRED TO BE SPLICED, SPLICING SHALL ONLY TAKE PLACE IN

HORIZONTAL REBAR ONLY, NO VERTICAL REBAR TO BE SPLICED:

8. ALL FOOTINGS NEED TO BE LEVELED AND TROWELED THE SAME AS THE FINISHED CONCRETE SLAB.

3' -9

'-9

3'-9" TO 4'-9" HIGH

RAMP SUPPORT WALL

8"8" 7'-4"

8"2' -9

'-9

2'-9" TO 3'-9" HIGH RAMP

SUPPORT WALL

8"8" 6'-10"

8" #4 @ 12" O.C.

#4 @ 12" O.C.

1/2" TOOLED RADIUS

(ALL EXPOSED EDGES)

#4 @ 12" O.C.

1/2" TOOLED RADIUS

(ALL EXPOSED EDGES)

#4 @ 12" O.C.

#4 @ 12" O.C.6" UTBC

6" UTBC

DT-02

T R

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FILL

FIL

RECESSED 4.5"

NOTES:

1. CITY WILL PROVIDE CAD FILE AND SURFACE MODEL.

2. PROTECT EXISTING UTILITIES IN PLACE.

3. PROTECT EXISTING LANDSCAPING IN PLACE

4. PROTECT EXISTING IRRIGATION IN PLACE

5. ALL FILL SLOPES AND CUT SLOPES ARE 3H:1V

6. CITY WILL REPAIR IRRIGATION AND LANDSCAPING

IMPACTED BY NEW IMPROVEMENTS. ALL OTHER

DAMAGED AREAS AND FACILITIES WILL BE REPAIRED

BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE.

SP-01

R K

-0

St G eo rg e

- F ire ho us e

Sk at e Pa rk \P la ns

\S P.

- 3 :1

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SHEET

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LEGEND:

CONCRETE FLATWORK

(5 INCH THICK WITH REBAR)

CONCRETE FLATWORK

(8 INCH THICK WITH REBAR)

THICKENED INTEGRATION

SLAB EDGE

PERIMETER SLAB EDGE

EXPANSION JOINT AT

FLATWORK

(2') CONCRETE

RETAINING WALL

HUBBA FEATURE - FOOTING

2'-9" TO 3'-9" HIGH

RAMP SUPPORT WALL

3'-9" TO 4'-9" HIGH

RAMP SUPPORT WALL

LANDSCAPE AREA

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GRAPHIC SCALE

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FILL

FIL

0+00

1+00

1+40

BP: 0+00.00

EP: 1+40.00

8128802879

82 STA:1+16.31, 3.51' RT

EL: 2881.70

STA:1+16.31, 4.49' LT

EL: 2879.20

STA:1+16.31, 29.82' LT

EL: 2879.20

STA:1+16.31, 37.82' LT

EL: 2877.20

STA:1+16.31, 62.42' LT

EL: 2877.20

STA:1+14.81, 62.45' LT

EL: 2877.20

STA:1+14.81, 71.92' LT

EL: 2881.93

STA:1+14.81, 75.42' LT

EL: 2882.00

STA:1+08.81, 75.42' LT

EL: 2881.94

EL: 2880.94

STA:0+93.81, 75.42' LT

EL: 2880.80

STA:0+93.81, 71.25' LT

EL: 2880.73

STA:0+93.81, 62.42' LT

EL: 2876.98

STA:0+92.31, 62.42' LT

EL: 2876.96

STA:0+92.31, 37.82' LT

EL: 2876.96

STA:0+92.31, 29.82' LT

EL: 2878.96

STA:0+92.31, 21.82' LT

EL: 2879.04

STA:0+82.50, 12.00' LT

EL: 2879.08

STA:0+74.50, 12.00' LT

EL: 2879.04

STA:0+66.50, 12.00' LT

EL: 2878.04

STA:0+42.36, 12.00' LT

EL: 2877.92

STA:0+42.36, 10.50' LT

EL: 2877.93

STA:0+34.20, 10.50' LT

EL: 2880.68

STA:0+30.03, 10.50' LT

EL: 2880.76

STA:0+30.03, 4.50' RT

EL: 2880.91

EL: 2881.91

STA:0+30.03, 10.50' RT

EL: 2881.97

STA:0+33.53, 10.50' RT

EL: 2881.89

STA:0+42.36, 10.50' RT

EL: 2878.14

STA:0+42.36, 12.00' RT

EL: 2878.16

STA:0+66.50, 12.00' RT

EL: 2878.40

STA:0+74.50, 12.00' RT

EL: 2879.40

STA:0+99.83, 12.00' RT

EL: 2879.65

STA:1+07.83, 12.00' RT

EL: 2882.15

STA:1+07.83, 3.51' RT

EL: 2881.93

STA:1+07.83, 22.84' RT

EL: 2882.15

STA:1+25.78, 3.51' RT

EL: 2881.70

STA:0+82.86, 3.47' LT

EL: 2877.90

STA:0+82.86, 0.83' RT

EL: 2877.90

STA:0+66.50, 3.47' LT

EL: 2877.90

STA:0+66.16, 0.83' RT

EL: 2877.90

NOTES:

1. ELEVATION SHOWN IS TO SLAB FINISH GRADE.

2. CITY WILL PROVIDE CAD FILE AND SURFACE MODEL.

3. PROTECT EXISTING UTILITIES IN PLACE.

4. PROTECT EXISTING LANDSCAPING IN PLACE

5. PROTECT EXISTING IRRIGATION IN PLACE

6. ALL FILL SLOPES AND CUT SLOPES ARE 3H:1V

7. CITY WILL REPAIR IRRIGATION AND LANDSCAPING IMPACTED

BY NEW IMPROVEMENTS. ALL OTHER DAMAGED AREAS AND

FACILITIES WILL BE REPAIRED BY THE CONTRACTOR AT

CONTRACTOR'S EXPENSE.

RD-01

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GENERAL NOTES FOR CONCRETE FLATNESS REQUIREMENTS:

1. GENERAL REQUIREMENTS:

THE CONCRETE FLOOR SLAB SHALL BE PLACED, FINISHED, AND CURED

TO ACHIEVE A MINIMUM FLOOR FLATNESS (FF) VALUE OF 35 OR

GREATER AS MEASURED IN ACCORDANCE WITH ASTM E1155,

“STANDARD TEST METHOD FOR DETERMINING FLOOR FLATNESS AND

LEVELNESS USING EITHER THE 10FT STRAIGHT EDGE METHOD OR A

FLOOR PROFILE GAUGE”

2. TESTING AND MEASUREMENT:

TESTING OF THE CONCRETE SLAB’S FLATNESS AND LEVELNESS SHALL

BE PERFORMED AFTER THE SLAB HAS ADEQUATELY CURED AND IS

FREE OF ANY EXCESSIVE MOISTURE. THE TESTING SHALL BE

CONDUCTED BY A QUALIFIED INDEPENDENT TESTING AGENCY USING

APPROPRIATE EQUIPMENT AS OUTLINED IN ASTM E1155 OR AN

APPROVED EQUIVALENT METHOD.

3. CORRECTION OF DEFICIENCIES:

IF AREAS OF THE FLOOR SLAB DO NOT MEET THE SPECIFIED FF, THE

CONTRACTOR SHALL TAKE CORRECTIVE MEASURES TO MEET THE

REQUIRED TOLERANCES. THESE MEASURES PRESCRIBED BY THE

ENGINEER MAY INCLUDE BUT ARE NOT LIMITED TO GRINDING,

RE-FINISHING, OR RE-POURING SECTIONS OF THE SLAB TO ENSURE

CONFORMANCE WITH THE SPECIFIED VALUES.

4. APPLICABLE STANDARDS:

· ASTM E1155 – “STANDARD TEST METHOD FOR DETERMINING FLOOR

FLATNESS AND LEVELNESS USING EITHER THE 10FT STRAIGHT EDGE

METHOD OR A FLOOR PROFILE GAUGE”

· ACI 117 – “SPECIFICATION FOR TOLERANCES FOR CONCRETE

CONSTRUCTION AND MATERIALS”

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GRAPHIC SCALE

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8.00' 25.33'

8.00' 24.60'

9.50'3.50'

.0 0'

16.00'

13.89'

8.49'

.3 3'

.1 3'

6.87' 11.51'

3.63'

24.00' 21.00'

10.84'

RD-02

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GRAPHIC SCALE

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FILL

FIL

0+00

1+00

1+40

BP: 0+00.00

EP: 1+40.00

0+50

STA:0+92.31, 37.82' LT

TOP OF HUBBA FEATURE

FOOTING EL: 2876.58

STA:0+92.31, 29.82' LT

TOP OF HUBBA FEATURE

FOOTING EL: 2878.58

STA:0+92.31, 21.82' LT

TOP OF HUBBA FEATURE

FOOTING EL: 2878.68

STA:0+82.50, 12.00' LT

TOP OF HUBBA FEATURE

FOOTING EL: 2878.68

STA:0+74.50, 12.00' LT

TOP OF HUBBA FEATURE

FOOTING EL: 2878.64

STA:0+66.50, 12.00' LT

TOP OF HUBBA FEATURE

FOOTING EL: 2877.64

STA:1+16.31, 62.42' LT

TOP OF WALL EL: 2878.80

FOOTING EL: 2876.80

STA:1+16.31, 30.42' LT

TOP OF WALL EL: 2878.80

FOOTING EL: 2876.80

(2') CONCRETE

RETAINING WALL

NOTES:

1. CITY WILL PROVIDE CAD FILE AND SURFACE MODEL.

2. PROTECT EXISTING UTILITIES IN PLACE.

3. PROTECT EXISTING LANDSCAPING IN PLACE

4. PROTECT EXISTING IRRIGATION IN PLACE

5. CITY WILL REPAIR IRRIGATION AND LANDSCAPING

IMPACTED BY NEW IMPROVEMENTS. ALL OTHER

DAMAGED AREAS AND FACILITIES WILL BE REPAIRED

BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE.

6. SEE SP-01 FOR WALL TYPE.

RW-01

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( IN FEET )

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GRAPHIC SCALE

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U E

D R

A W

N B

Y D

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F S

E O

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R K

N N

0E S

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P R

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A R

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P S

S . R

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A101

SHEET

NUMBER SHEET NAME

A101 Title Page

A102 Site Plan

A103 Feature Plan

A104 Flatwork Plan

A105 Sawcut Plan

A106 Footings and walls

A107 Sections 1

A108 Sections 2

SPD101 Details 1

SPD102 Details 2

SPD103 Details 3

FIREHOUSE SKATEPARK

Ti tle

P ag e

U E

D R

A W

N B

Y D

Y O

F S

E O

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R K

N N

0E S

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S . R

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A102 ite

P la n

PROJECT WORK SEQUENCE

SITE CONTRACTOR PERFORMS EXCAVATION

AND GRADING. POURS ALL FOOTINGS AND WALLS

SKATEPARK CONTRACTOR INSTALLS RAMPS,

BOXES, AND RAILS

SKATEPARK CONTRACTOR PREPS AND

POURS BANKS, HIPS, AND SLAPPY CURB

CONCRETE CONTRACTOR POURS

SKATEPARK BODY SLABS

CONCRETE CONTRACTOR POURS DECK SLABS

6. SITE CONTRACTOR OR CITY BACKFILLS

EARTH BEHIND RETAINING WALLS AND

SLOPED AWAYFROM SKATEPARK

FEATURES TO SOUTH AND SOUTHEAST

U E

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A103

Fe at ur e

P la n

SYMBOL DESCRIPTION

A 3 FT QUARTERPIPE

B 4 FT QUARTERPIPE

C 5’ PIP QUARTERPIPE

D FLAT TO DOWN RAIL ROUND

E KICKER RAMP

F SHOTCRETE HIP

G PRECAST STAIRS

H BANK - PIP

I DOWN RAIL - SQUARE

J FLYOUT BOX 16’X2’

K FLYOUT MANNY PAD/LEDGE 15’X44”

L SKINNY DOWN LEDGE

M SLAPPY CURB PIP

SKATEPARK FEATURES

L K

H I

U E

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-2

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A104

Fl at w or k P la n

SLOPED BANK

COORDINATE W/

SKATEPARK CONTRACTOR

ON DETAILS FOR SLOPED

GEOMETRY

5” SLAB. THICKEN EDGES AND

PREPARE JOINTS PER ENG

DRAWINGS AND SPECS

5” SLAB. THICKEN EDGES AND

PREPARE JOINTS PER ENG

DRAWINGS AND SPECS

5” SLAB. THICKEN EDGES AND

PREPARE JOINTS PER ENG

DRAWINGS AND SPECS

5” SLAB. THICKEN EDGES AND

PREPARE JOINTS PER ENG

DRAWINGS AND SPECS

AFLATWORK PLAN

3/32” = 1’ - 0”

5” RAMP DECK SLAB

THICKEN TO 8” ALONG

EDGE OF PRECAST

FEATURES

5” RAMP DECK SLAB

THICKEN TO 8” ALONG

EDGE OF PRECAST

FEATURES

STEEL NOSING. SKATEPARK

CONTRACTOR PROVIDED SITE

CONTRACTOR INSTALLED

U E

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A105 aw cu t P la n

NOTES:

• 1. SAWCUTS PER ACI 302.1R.

• 2. SITE CONTRACTOR RESPONSIBLE

FOR ALL SAWCUTS IN SLABS WITHIN THEIR

S.O.W.

LEGEND:

SAWCUT PATH

ASAWCUT PLAN

3/32” = 1’ - 0”

ALIGN WITH FEATURE

SAWCUT UNDER RAIL

POST TO POST

U E

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A106

Fo ot in gs a nd w al ls

BSLAB FTGS AND WALLS

3/32” = 1’ - 0”

AFTGS AND WALLS ISO

NTS

SYMBOL DESC.

A 8” SLAB FOOTING REF.

7/SPD102

B 8” SUPPORT WALL TYP.

A A

U E

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A W

N B

Y D

Y O

F S

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-2

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A107 ec tio ns

KEY MAP SCALE: N/A

3 3

5 4

1 SECTION SCALE: 3/16” = 1’ - 0”

2 SECTION SCALE: 3/16” = 1’ - 0”

3 SECTION SCALE 1/8” = 1’ - 0”

4 SECTION SCALE 1/8=0.125 1’ - 0”

3' -9

15'-0"

4' -9

5'-10"

21'-8"

6” UTBC

6” UTBC 3'

-9

5'-10" 15'-0"

2' -9

8”

5”

21’ - 8”

6” UTBC

SPD102

4SPD103

SPD101

1SPD101

SPD102

SPD101

SPD102

6” UTBC

SLOPED

FILL

DECK SLAB

PRECAST RAMPS

SPD103

4POUR MONOLITIC RAMP

WITH FLATS. THICKEN AT

GRADE BREAKS

SPD102

PRECAST BOX

FEATURE

SPD102

SPD101

SPD103

SLOPED

U E

D R

A W

N B

Y D

Y O

F S

E O

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R K

N N

0E S

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A108 ec tio ns

KEY MAP SCALE: N/A

3 3

5 4

6 SECTION SCALE: 3/16” = 1’ - 0”

SECTION

6” UTBC SPD102

PRECAST BOX

FEATURE

POUR MONOLITHIC RAMP

WITH FLATS. THICKEN AT

GRADE BREAKS

SPD102

6” UTBC

1 2 3 4 5

N S R

S M

M /D

D /Y

Y O

F S

E O

R G

Fi re ho us e S ka te pa rk

SHEET TITLE

DETAILS 1

DATE

SHEET SIZE

1/23/26

11x17

SHEET NUMBER

COMPANY LOGO

A101

RAMP INTEGRATION

Scale: 1 1/2" = 1' - 0"

1/8"

RAMP CONNECTION TO WALL TYP.

Scale: 3" = 1' - 0"

FLAT RAIL

Scale: 1" = 1' - 0"

PIP BOX OVER THICKENED SLAB

Scale: 1" = 1' - 0"

PIP BOX WITH FOOTING

Scale: 1" = 1' - 0"

CAST IN PLACE BANK TYP.

Scale: 1/2" = 1' - 0"

TYP. BOND BEAM

Scale: 1 1/2" = 1' - 0"

SPD101

#3 REBAR @ 12" O.C. EACH WAY

5” REINFORCED CONCRETE SLAB

#4 BARS AT 8" EACH WAY AT RAIL AND

24" MIN. LENGTH

COMPACTED SUBGRADE:

REFER TO GEOTECHNICAL

REPORT FOR RECOMMENDATIONS

6” UTBC

8" REINFORCED CONCRETE WALL TYP.

PRECAST RAMP FURNISHED AND

INSTALLED BY RAMP MANUFACTURER

SIMPSON TITEN THD37212H CONCRETE

ANCHOR BOLT OR 3/8" WEDGE ANCHOR.

4" HEAVY ANGLE

#3 REBAR @ 12" O.C. EACH WAY

5” REINFORCED CONCRETE SLAB

SMOOTH STEEL TROWEL FINISH

COMPACTED SUBGRADE:

REFER TO GEOTECHNICAL

REPORT FOR RECOMMENDATIONS

6” UTBC

#4 HOOK DOWELS STUBBED UP

@ 12" O.C AND MIN 2" CLEAR OF

FORM WALLS AND EXTEND 24" MIN

ABOVE CONCRETE SLAB

FABRICATED STEEL FRAME WITH

WELDED REBAR MESH AND ABOVE

SLAB FORMWORK PROVIDED BY

SKATEPARK MANUFACTURER.

INSTALLATION

AND POUR/FINISH BY CONCRETE

CONTRACTOR

SMOOTH STEEL TROWEL FINISH. SEE

6/SPD102 FOR FINISHING INSTRUCTIONS

COMPACTED SUBGRADE:

REFER TO GEOTECHNICAL

REPORT FOR RECOMMENDATIONS

6” UTBC

5” REINFORCED CONCRETE SLAB

COMPACTED SUBGRADE:

REFER TO GEOTECHNICAL

REPORT FOR RECOMMENDATIONS

6” UTBC

6" CAST IN PLACE BANK WITH

#3 REBAR @ 12" O.C. EACH WAY

BOND BEAM

SMOOTH STEEL TROWEL FINISH

COMPACTED SUBGRADE:

REFER TO GEOTECHNICAL

REPORT FOR RECOMMENDATIONS

6” UTBC

#4 X 18" SMOOTH DOWEL

WITH PLASTIC SLEEVE ON

ONE END @2'-0"O.C. TYP.

12" MIN. 24" MIN.

LIGHT BROOM FINISH

ENSURE GOOD CONSOLIDATION

AGAINST JOINT. TAKE CARE TO PROTECT

PRECAST RAMPS FROM DAMAGE. ENSURE

LEVEL WITH RAMP COMPONENTS

SHIM AND FILL GAP WITH NON-SHRINK GROUT5

VARIES1/

3" M

9" M

12" MIN

ALL SIDES

6 2 3/8" O.D. RAIL FURNISHED BY RAMP

MANUFACTURER

12" MIN. 12" MIN.VARIES

2" MIN

1' -0

#4 BARS @12 O.C. (TYP.) MIN 2 BARS

PER SIDE CONTINUOUS WITH 24" LAP

SPLICE

#4 BARS @12" CONTINUOUS WITH

24" LAP SPLICE

#4 BARS @12" O.C.(TYP.) SUPPORT BARS8

SPD102

#4 HOOK DOWELS STUBBED UP

@ 12" O.C AND MIN 2" CLEAR OF

FORM WALLS AND EXTEND 24" MIN

FROM CONCRETE SLAB. FORM AND

POUR BOX AFTER PROPER CURING OF

FOOTING

#4 BARS @12 O.C. (TYP.) MIN 2 BARS

PER SIDE CONTINUOUS WITH 24" LAP

SPLICE

#4 BARS @12" CONTINUOUS WITH

24" LAP SPLICE

#4 BARS @12" O.C.(TYP.) SUPPORT BARS8

SPD102

#4 X 18" SMOOTH DOWEL

WITH PLASTIC SLEEVE ON

ONE END @2'-0"O.C. TYP.

VARIES SEE SECTIONS

VARIES

DIMENSIONS AND SLOPE VARY. SEE SECTIONS.

SCREED BOARDS PROVIDED TO CONTRACTOR

BY SKATEPARK MANUFACTURER FOR EXACT

GEOMETRY

REINFORCED TOP DECK8

3" CLR. TYP

1' -0

" M

BOND BEAM WITH 4(EA) #3 CONT.

REBAR WITH TIES @ 18" O.C.

4" MIN.

1'-0" MIN.

SPD103

FABRICATED STEEL FRAME WITH

WELDED REBAR MESH AND ABOVE

SLAB FORMWORK PROVIDED BY

SKATEPARK MANUFACTURER.

INSTALLATION AND POUR/FINISH BY

CONCRETE CONTRACTOR

SMOOTH STEEL TROWEL FINISH. SEE

6/SPD102 FOR FINISHING INSTRUCTIONS

1' -0

VARIES SEE SECTIONS VARIES SEE SECTIONS

1' - 0" 1' - 0"

VARIES SEE SECTIONS

#4 X 18" SMOOTH DOWEL

WITH PLASTIC SLEEVE ON

ONE END @2'-0"O.C. TYP.

N O

N S R

S M

M /D

D /Y

Y O

F S

E O

R ho us e S ka te pa rk

SHEET TITLE

DETAILS 2

DATE

SHEET SIZE

1/23/26

11x17

SHEET NUMBER

COMPANY LOGO

A102

SAW CUT TYP.

Scale: 3" = 1' - 0"

CONSTRUCTION JOINT

Scale: 2" = 1' - 0"

EXPANSION JOINT AT FLATWORK

Scale: 2" = 1' - 0"

5” BODY SLAB

Scale: 1" = 1' - 0"

EXPANSION JOINT BET. ELEMENTS

Scale: 3" = 1' - 0"

SPD102

BOX FINISHING DETAILS

Scale: 3" = 1' - 0"

1/3 SLAB THICKNESS MIN.

REINFORCED SLAB

12" MIN.

#4 X 18" SMOOTH DOWEL

WITH PLASTIC SLEEVE ON

ONE END @2'-0"O.C. TYP.

2 BOND BREAKER MEMBRANE

1/8” THICK

1/8" TOOLED RADIUS EACH WAY AT JOINT

COMPACTED SUBGRADE:

REFER TO GEOTECHNICAL

REPORT FOR RECOMMENDATIONS

POLYURETHANE ELASTOMERIC SEALANT

SEE STRUCTURAL NOTES.

#3 REBAR @ 12" O.C. EACH WAY

6” REINFORCED CONCRETE SLAB

SMOOTH STEEL TROWEL FINISH

COMPACTED SUBGRADE:

REFER TO GEOTECHNICAL

REPORT FOR RECOMMENDATIONS

1/ 2"

. D

REINFORCED SLAB

#4 X 18" SMOOTH DOWEL

WITH PLASTIC SLEEVE ON

ONE END @2'-0"O.C. TYP.

6" UTBC

1/8" TOOLED RADIUS EACH WAY AT JOINT

COMPACTED SUBGRADE:

REFER TO GEOTECHNICAL

REPORT FOR RECOMMENDATIONS

TERMINATE SLAB REINFORCEMENT

AT JOINT

1/4"

6" UTBC

ADJACENT ITEM

CONCRETE SKATEPARK SLAB. TYP

SEE 4/SPD102

1/2" FELT

2 SMOOTH STEEL TROWEL FINISH

STEEL FABRICATION AND PIP FORMWORK

FURNISHED BY SKATERAMP MANUFACTURER

3/4" CHAMFERED CORNERS

3/4" MIN. DEPTH POLYURETHANE

ELASTOMERIC SEALANT.

SEE STRUCTURAL NOTES

3 4

1/2"

1/8" TOOLED RADIUS AT JOINT

REINFORCED CONRETE SKATEPARK FEATURE

DIMENSIONS VARY

1 1

1/8" SAW CUT WITH DIAMOND RIMMED BLADE.

CUT JOINTS INTO CONCRETE WHEN CUTTING ACTION

WILL NOT DAMAGE OR TEAR SURFACE, BUT BEFORE

SHRINKAGE CRACKING OCCURS. FILL WITH

POLYURETHANE ELASTOMERIC SEALANT

SEE STRUCTURAL NOTES

SLAB EDGE TYP.

Scale: 1 1/2" = 1' - 0"

12' MIN.

#3 REBAR @ 12" O.C. EACH WAY

5” REINFORCED CONCRETE SLAB

SEE DET. 4/SPD102

SMOOTH STEEL TROWEL FINISH

COMPACTED SUBGRADE:

REFER TO GEOTECHNICAL

REPORT FOR RECOMMENDATIONS

6” UTBC

2" MIN.

8" FOOTING SLAB TYP.

Scale: 1" = 1' - 0"

#4 REBAR @ 12" O.C. EACH WAY

8" REINFORCED CONCRETE SLAB

BROOM FINISH

COMPACTED SUBGRADE:

REFER TO GEOTECHNICAL

REPORT FOR RECOMMENDATIONS

6” UTBC

N O

N S R

S M

M /D

D /Y

Y O

F S

E O

R ho us e S ka te pa rk

SHEET TITLE

DETIALS 3

DATE

SHEET SIZE

1/23/26

11x17

SHEET NUMBER

COMPANY LOGO

A103

RETAINING WALL TYP.

Scale: 1 1/2" = 1' - 0"

ANGLE INBED TYP.

Scale: 3" = 1' - 0"

SPD103

BENT PLATE INBED TYP.

Scale: 3" = 1' - 0"

1'-0"

N S

1' -0

#4 VERTICAL BARS AT 12” O.C.

#4 HORIZONTAL REBAR CONTINUOUS AT

12" SPACING WITH 24" LAP MIN.

CENTER IN WALL U.N.O

#4 BARS CONTINUOUS WITH 24"

LAP MIN AND #3 TIES @ 18" O.C.

1/2" TOOLED RADIUS. AT EXPOSED CORNERS

6” UTBC

COMPACTED SUBGRADE:

REFER TO GEOTECHNICAL

REPORT FOR RECOMMENDATIONS

1/8" ROUNDED RADIUS

6" X 1/4" BENT PLATE. ANGLE VARIES

REFER TO SECTIONS

#3 HOOKED REBAR ADNCHOR @ 4" MIN. INBED

DEPTH OR NELSON STUD. 12" SPACING O.C.

1/8" TOOLED JOINT CONT. ALONG TOP AND

BOTTOM OF ANGLE. FILL WITH POLYURETHANE

ELASTOMERIC SEALANT PER SPECS.

1/8" ROUNDED RADIUS

3" X 3" X 1/4" ANGLE

#3 HOOKED REBAR ADNCHOR @ 4" MIN. INBED

DEPTH OR NELSON STUD. 12" SPACING O.C.

1/8" TOOLED JOINT CONT. ALONG TOP AND

BOTTOM OF ANGLE. FILL WITH POLYURETHANE

ELASTOMERIC SEALANT PER SPECS.

4" MIN.

4" M

IN.

RAMP SUPPORT WALL TYP.

Scale: 1 1/2" = 1' - 0"

#4 @ 12” O.C.

#4 HORIZONTAL REBAR CONTINUOUS AT

12" SPACING WITH 24" LAP MIN.

CENTER IN WALL U.N.O

#4 BARS CONTINUOUS WITH 24"

LAP MIN AND #3 TIES @ 18" O.C.

1/2" TOOLED RADIUS ON EXPOSED

CORNERS

6” UTBC

COMPACTED SUBGRADE:

REFER TO GEOTECHNICAL

REPORT FOR RECOMMENDATIONS

1' -0

2' - 0"

SPD102

G H

O N

2' - 8"

1'-0"

SLAB OVER SLAB REINFORCEMENT

Scale: 1" = 1' - 0"

#3 REBAR EPOXY ANCHORED VERTICALLY INTO FOOTING

PER MANUFACTUREERS RECOMMENDATIONS. BEND TO

GRID PATTERN @12" SPACING AROUND PERIMETER AND 4" AWAY FROM

OUTSIDE EDGE

APPROX. 4.5" REINFORCED CONCRETE SLAB

SMOOTH TROWEL FINISH.BRING CONCRETE

UP TO LEVEL OF PRECAST RAMPS. ENSURE

GOOD CONSOLIDATION AT JOINT BETWEEN

SLAB AND PRECAST RAMPS

COMPACTED SUBGRADE:

REFER TO GEOTECHNICAL

REPORT FOR RECOMMENDATIONS

56” UTBC

O X.

8"N O

N O

1-1

UT-01

SA-1

DM-1

SC-01

DT-01

DT-02

SM-1

SP-1

RD-01

RD-02

RW-1

File details come from the government source that posted it. Updated Feb 3, 2026.