Pacific Park 100_ Plans Pavilion Only.pdf

PDF 10 MB Posted Apr 25, 2022

Attached to: SPORTS PAVILION: TPWD GRANT- PACIFIC PARK
Solicitation number: Not on record
Issued by: Hockley County, Texline Town, Texas

About this file

Written by GovTribe AI · Apr 21, 2025

The document is a comprehensive set of construction plans for the Pacific Park Pavilion project in Sulphur Springs, Texas, prepared by MHS Planning & Design, LLC in October 2021. The plans detail the construction of a new sports pavilion featuring multiple basketball courts, with structural, electrical, and architectural drawings covering foundation, framing, roof design, and site layout. The project is located in Hopkins County and includes provisions for basketball and volleyball courts, with specific design specifications for court striping, equipment placement, and structural details.

The project appears to be funded through a Texas Parks and Wildlife Department (TPWD) grant, with the City of Sulphur Springs seeking a qualified general contractor to complete the pavilion construction. The bid requires comprehensive coverage including structure, foundation, surfacing, subgrade preparation, striping, equipment, lighting, and electrical work. Contractors must provide specific insurance coverage, with additional bonding requirements for contracts over $50,000 and $100,000. A bid security of 20% of the maximum bid amount is required for bids exceeding $100,000. The site plan indicates the pavilion will be part of a larger park development, with provisions for future amenities such as exercise stations and additional park infrastructure.

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Other files

File	Type	Posted
Invitation to Bid- TPWD Pacific Park- Multi Purpose Sports Pavillion.pdf	PDF	Apr 25, 2022
CIQ (1).pdf	PDF	Apr 25, 2022
fw9.pdf	PDF	Apr 25, 2022

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CHECKED:

DATE:

DRAWN:

SCALE:

JOB NO.:

REVISIONS:

W es t N in th S tre et

T yl er , T ex as

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M H

A N

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WHS

AS SHOWN

20-066

10/8/2021

P A

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VICINITY MAP

PROJECT

LOCATION

SCALE: N.T.S.

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CONSTRUCTION PLANS FOR

PACIFIC PARK PAVILION

SULPHUR SPRINGS, TEXAS

HOPKINS COUNTY

OCTOBER 2021

C O

V E

R S

H E

E T

MAYOR

JOHN A. SELLERS

CITY COUNCIL

JAY JULIAN

HAROLD NASH SR.

OSCAR AGUILAR

FREDDIE TAYLOR

GARY SPRAGGINS

DOUG MOORE

CITY MANAGER

MARC MAXWELL

DIRECTOR OF COMMUNITY

DEVELOPMENT

TORY NIEWIADOMSKI

E ELECTRICAL PLANS

S STRUCTURAL PLANS

C CIVIL PLANS

SD STANDARD DETAILS

LEGEND

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REVISIONS:

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10/8/2021

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GENERAL CONSTRUCTION NOTES:

1. ALL EXISTING UTILITIES MAY NOT BE SHOWN AND THE ACTUAL UTILITY LOCATIONS MAY VARY FROM THE LOCATIONS SHOWN ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES AND NOTIFYING THE APPROPRIATE

UTILITY COMPANY PRIOR TO BEGINNING CONSTRUCTION.

2. THESE PLANS ARE BASED ON A TOPOGRAPHIC SURVEY FROM THE CITY OF SULPHUR SPRINGS, TEXAS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY, IN WRITING, OF ANY DISCREPANCIES OR OMISSIONS TO THE TOPOGRAPHIC INFORMATION. THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR CONFIRMING THE LOCATION (HORIZONTAL/VERTICAL) OF ANY BURIED CABLES, CONDUITS, PIPES, AND STRUCTURES (STORM SEWER, SANITARY SEWER, WATER, GAS, TELEVISION, TELEPHONE, ETC.) WHICH IMPACT THE CONSTRUCTION SITE. THE CONTRACTOR(S) SHALL NOTIFY THE OWNER AND ENGINEER IF ANY DISCREPANCIES ARE FOUND BETWEEN THE ACTUAL CONDITIONS VERSUS THE DATA CONTAINED IN THE CONSTRUCTION PLANS. ANY COSTS INCURRED AS THE RESULT OF NOT CONFIRMING THE ACTUAL LOCATION (HORIZONTAL/VERTICAL) OF SAID CABLES, CONDUITS, PIPES, AND STRUCTURES SHALL BE BORNE BY THE CONTRACTOR.

ADDITIONALLY, THE CONTRACTOR(S) SHALL NOTIFY THE OWNER AND ENGINEER IF ANY ERRORS OR DISCREPANCIES ARE FOUND ON THE CONSTRUCTION DOCUMENTS (PS&E), WHICH NEGATIVELY IMPACT THE PROJECT. THE ENGINEER AND OWNER SHALL BE INDEMNIFIED OF PROBLEMS AND/OR COST WHICH MAY RESULT FROM CONTRACTOR'S FAILURE TO NOTIFY

ENGINEER AND OWNER.

3. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, PAVEMENT, STRIPING, CURB, SIDEWALKS, DRIVEWAYS, FENCES, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. DAMAGE TO ANY UTILITY SHALL BE REPAIRED BY THE UTILITY

OWNER BUT AT CONTRACTOR'S EXPENSE.

4. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURE. CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, AND OTHER MEANS OF PROTECTION. THIS IS TO INCLUDE, BUT NOT LIMITED TO, ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH

PERFORMANCE CRITERIA FOR OSHA.

5. ALL WORK ON THESE PLANS SHALL BE DONE IN STRICT ACCORDANCE WITH THE SPECIFICATIONS.

6. DURING CONSTRUCTION OF THESE IMPROVEMENTS, ANY DEVIATION FROM THESE SPECIFICATIONS WILL REQUIRE APPROVAL IN WRITING FROM THE OWNER AND HIS DESIGNEE BEFORE ANY CONSTRUCTION INVOLVING THAT DECISION

COMMENCES.

7. CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND REQUIREMENTS. CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE UTILITY COMPANIES AND OWNER'S INSPECTING AUTHORITIES.

8. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE PROTECTION OF ALL PROPERTY CORNER MONUMENTS, AND SHALL HAVE REPLACED, AT CONTRACTOR'S EXPENSE, ALL CORNER MONUMENTS WHICH ARE DISTURBED BY

CONSTRUCTION ACTIVITIES.

DEMOLITION NOTES:

1. NO EARTH-DISTURBING ACTIVITIES SHALL COMMENCE UNTIL ALL PERIMETER EROSION CONTROL MEASURES ARE IN PLACE IN ACCORDANCE WITH THE STORM WATER POLLUTION PREVENTION PLAN SITE MAP OR EROSION CONTROL PLAN AND THE

SPECIFICATIONS.

2. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH ALL REGULATIONS GOVERNING THE DEMOLITION, REMOVAL, TRANSPORTATION, AND DISPOSAL OF ALL DEMOLITION DEBRIS.

3. THE CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS FOR DEMOLITION OF STRUCTURES.

4. NOTES SHOWN HEREON REGARDING SPECIFIC ITEMS OF DEMOLITION ARE GENERAL IN NATURE, AND ARE NOT INTENDED TO

BE WHOLLY INCLUSIVE.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE AND DETERMINING THE EXTENT OF EXISTING

IMPROVEMENTS TO BE REMOVED FROM THE SITE.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANIES ON THE

DISCONNECTION OR TERMINATION OF ANY UTILITIES SERVING THIS AREA.

7. ALL FENCING AND OTHER MAN-MADE ELEMENTS, ETC., WITHIN CONSTRUCTION AREA, UNLESS OTHERWISE IDENTIFIED, SHALL BE REMOVED AND DISPOSED OF OFF SITE.

8. REMOVAL OF ANY TREES OTHER THAN THOSE SPECIFIED IN THESE PLANS SHALL BE COORDINATED WITH THE OWNER. THIS

REMOVAL SHALL INCLUDE THE ROOT BALL OF THE TREES.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY REQUIRED DEMOLITION PERMITS.

10. REFER TO THE SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING DEMOLITION, SITE PREPARATION AND

EARTHWORK FOR THIS PROJECT.

PAVING / DRAINAGE NOTES:

1. NO EARTH-DISTURBING ACTIVITIES SHALL COMMENCE UNTIL ALL PERMITS HAVE BEEN OBTAINED AND PERIMETER EROSION CONTROL MEASURES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL T.P.D.E.S. PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION

ACTIVITY.

2. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO

GRADING START.

3. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING STORM SEWER STRUCTURES, PIPES, AND ALL UTILITIES PRIOR TO CONSTRUCTION.

4. ALL PIPES ENTERING STORM SEWER STRUCTURES SHALL BE GROUTED WITH NON-SHRINK GROUT TO ASSURE A

WATER-TIGHT FIT.

5. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES LOCATED IN PAVED OR OTHER VEHICULAR AREAS SHALL MEET

HEAVY DUTY TRAFFIC (H20) LOADING AND BE INSTALLED ACCORDINGLY.

6. ACCESSIBLE ROUTES SHALL HAVE A RUNNING SLOPE OF MAX. 5.0% AND CROSS SLOPE OF MAX. 2.0%, PER TAS

REQUIREMENTS.

7. RIPRAP GRADATION SHALL BE IN ACCORDANCE WITH THE SITEWORK SPECIFICATIONS & DETAILS.

8. IF THE CONTRACTOR RELOCATES BENCHMARK WITH A NEW BENCHMARK, IT SHALL BE LOCATED WITHIN A TOLERANCE OF

0.010 FEET.

9. CONTRACTOR SHALL MATCH EXISTING PAVEMENT IN GRADE AND ALIGNMENT, WHERE APPLICABLE.

10. CONTRACTOR SHALL MATCH EXISTING CURB AND GUTTER IN GRADE, SIZE, TYPE AND ALIGNMENT AT ADJACENT ROADWAYS.

11. ADJUST PAVEMENT AND/OR CURB ELEVATIONS AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE WITH

EXISTING, WHERE APPLICABLE.

12. DRAINAGE SHALL BE MAINTAINED AWAY FROM FOUNDATIONS, BOTH DURING AND AFTER CONSTRUCTION.

13. ALL EARTHWORK AND PAVING OPERATIONS SHALL CONFORM TO THE RECOMMENDATIONS PER THE GEOTECHNICAL

REPORT (PROJECT #CM215005) BY TERRACON DATED 2/11/2021.

14. ALL PROPOSED CONTOURS AND SPOT GRADES ARE FOR THE FINISHED SURFACE. CONTRACTOR SHALL ADJUST ROUGH

GRADING AS NEEDED TO ACCOUNT FOR IMPORT MATERIALS.

15. ALL PAVING AND DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CITY STANDARD SPECIFICATIONS. WHERE ANY QUESTIONS ARISE AS TO THE INTERPRETATION OF THE STANDARDS OF DESIGN, PLEASE CONTACT THE CONSULTANT.

16. FIRE LANES SHALL MEET FIRE CODE REQUIREMENTS.

UTILITY NOTES:

1. ALL WATER AND SEWER IMPROVEMENTS SHALL BE DESIGNED, CONSTRUCTED AND TESTED IN ACCORDANCE WITH THE CITY

STANDARD SPECIFICATIONS AND CITY STANDARD DETAILS.

2. ALL WATER MAINS, UNLESS OTHERWISE NOTED, SHALL HAVE A MINIMUM COVER OF 60 INCHES BELOW TOP OF GRADE.

PROVIDE VALVE EXTENSIONS TO ALL VALVES ON LINES DEEPER THAN 60 INCHES.

3. WHEN WATER MAINS AND SANITARY SEWERS ARE INSTALLED, THEY SHALL BE INSTALLED NO CLOSER TO EACH OTHER THAN NINE (9) FEET IN ALL DIRECTIONS, AND PARALLEL LINES MUST BE INSTALLED IN SEPARATE TRENCHES. WHERE THE NINE (9) FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE FOLLOWING GUIDELINES SHALL APPLY:

A. WHERE A SANITARY SEWER PARALLELS A WATERLINE, THE SEWER SHALL BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC MEETING ASTM SPECIFICATIONS WITH A PRESSURE RATING FOR BOTH THE PIPE AND JOINTS OF 150 PSI.

THE VERTICAL SEPARATION SHALL BE A MINIMUM OF TWO FEET BETWEEN OUTSIDE DIAMETERS, AND THE HORIZONTAL SEPARATION SHALL BE A MINIMUM OF FOUR FEET BETWEEN OUTSIDE DIAMETERS. THE SEWER SHALL BE LOCATED

BELOW THE WATERLINE.

B. WHERE A SANITARY SEWER CROSSES A WATERLINE AND THE SEWER IS CONSTRUCTED OF CAST IRON, DUCTILE IRON OR PVC WITH A MINIMUM PRESSURE RATING OF 150 PSI, AN ABSOLUTE MINIMUM DISTANCE OF 6 INCHES BETWEEN OUTSIDE DIAMETERS SHALL BE MAINTAINED. IN ADDITION, THE SEWER SHALL BE LOCATED BELOW THE WATERLINE WHERE POSSIBLE AND ONE LENGTH OF THE SEWER PIPE MUST BE CENTERED ON THE WATERLINE.

C. WHERE A SEWER CROSSES UNDER A WATERLINE AND THE SEWER IS CONSTRUCTED OF ABS TRUSS PIPE, SIMILAR SEMI-RIGID PLASTIC COMPOSITE PIPE, CLAY PIPE OR CONCRETE PIPE WITH GASKETED JOINTS, A MINIMUM TWO FOOT SEPARATION DISTANCE SHALL BE MAINTAINED. IN ADDITION, THE SEWER SHALL BE LOCATED BELOW THE WATERLINE WHERE POSSIBLE AND ONE LENGTH OF THE SEWER PIPE MUST BE CENTERED ON THE WATERLINE.

D. WHERE A SEWER CROSSES OVER A WATERLINE, ALL PORTIONS OF THE SEWER WITHIN NINE FEET OF THE WATERLINE SHALL BE CONSTRUCTED OF CAST IRON, DUCTILE IRON OR PVC PIPE WITH A PROCEDURE, THE NEW CONVEYANCE MAY BE ENCASED IN A JOINT OF 150 PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE NEW CONVEYANCE. THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE FEET INTERVALS WITH SPACERS OR BE FILLED TO THE SPRING LINE WITH WASHED SAND. THE ENCASEMENT PIPE SHOULD BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED WITH CEMENT GROUT OR MANUFACTURED SEAL.

E. THE SEWER NEED NOT BE DISTURBED WHERE A NEW WATERLINE IS TO BE INSTALLED PARALLEL TO AN EXISTING SEWER THAT SHOWS NO EVIDENCE OF LEAKAGE AND THE WATERLINE IS INSTALLED ABOVE THE SEWER A MINIMUM OF TWO FEET VERTICALLY AND FOUR FEET HORIZONTALLY. SHOULD EXCAVATION FOR THE WATERLINE PRODUCE EVIDENCE THAT THE SEWER IS LEAKING, THE SEWER MUST BE REPAIRED OR REPLACED AS DESCRIBED IN

SUBPARAGRAPHS (A) OR (D) OF THIS PARAGRAPH.

F. THE SEWER NEED NOT BE DISTURBED WHERE A NEW WATERLINE IS TO CROSS OVER (BY 2 FEET OR MORE) EXISTING SEWER SHOWING NO EVIDENCE OF LEAKAGE. SHOULD EXCAVATION FOR THE WATERLINE PRODUCE EVIDENCE THAT THE SEWER IS LEAKING, THEN THE SEWER MUST BE REPAIRED OR REPLACED AS DESCRIBED IN SUBSECTIONS (C) OR (D).

4. VALVE BOXES SHALL BE FURNISHED AND SET ON EACH GATE VALVE. AFTER THE FINAL CLEANUP AND ALIGNMENT HAS BEEN COMPLETED, THE CONTRACTOR (UTILITY) SHALL POUR A CONCRETE BLOCK 24"X24"X6" AROUND ALL VALVE BOX TOPS

SO THAT THE TOP OF BOX IS LEVEL WITH THE FINISHED GRADE.

5. ALL WATER LINES SHALL BE INSTALLED WITH A MINIMUM VERTICAL SEPARATION BETWEEN STORM SEWER OF EIGHTEEN (18) INCHES. CONTRACTOR SHALL BE RESPONSIBLE FOR ADDING 45-DEG. BENDS WHERE NECESSARY TO ROUTE PROPOSED

WATER LINES AROUND PROPOSED SANITARY OR STORM SEWERS.

6. CITY UTILITY STANDARD DETAILS AND SPECIFICATIONS SHALL TAKE PRECEDENCE OVER THE ON SITE CONSTRUCTION

DETAILS AND SITE WORK SPECIFICATIONS FOR ALL WORK SHOWN HEREIN.

7. WATER AND SANITARY SEWER IMPROVEMENTS MUST BE CONSTRUCTED UNDER A 3-WAY CONTRACT USING AN APPROVED

UTILITY CONTRACTOR AND IN ACCORDANCE WITH CITY OF SULPHUR SPRINGS, TEXAS.

8. FIRE HYDRANTS SHALL BE PLACED 2' TO 6' FROM BACK OF CURB.

9. FIRE HYDRANTS SHALL BE CITY APPROVED AND COLOR CODED.

10. ALL GATE VALVES AND FITTINGS SHALL BE CITY APPROVED.

11. MATERIALS AND INSTALLATION FOR ALL PROPOSED UTILITY LINES AND APPURTENANCES SHALL COMPLY WITH THE

REQUIREMENTS IN THE SPECIFICATIONS.

12. CONTRACTOR SHALL ON ALL WET UTILITIES, COORDINATE INSPECTION WITH APPROPRIATE AUTHORITIES PRIOR TO COVERING TRENCHES AT INSTALLATION. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION

OF THE OWNERS INSPECTING AUTHORITIES.

13. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO AVOID CONFLICTS AND ASSURE PROPER DEPTHS ARE ACHIEVED AS WELL AS COORDINATING WITH THE CITY UTILITY DEPARTMENT AS TO LOCATION AND

SCHEDULING OF TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO EXISTING UTILITIES.

14. DIMENSIONS SHOWN ARE TO CENTER LINE OF PIPE OR FITTING OR TO CENTER OF MANHOLE.

15. THE TOP ELEVATION OF MANHOLES CONSTRUCTED IN PAVED AREAS SHALL MATCH FINISHED GRADE. THE TOP ELEVATION OF MANHOLES CONSTRUCTED IN GRASSED AREAS SHALL BE SIX INCHES ABOVE FINISHED GRADE, UNLESS OTHERWISE

NOTED.

16. CONTRACTOR SHALL GROUT AROUND ALL PIPE ENTRANCES TO SANITARY SEWER MANHOLES WITH NON-SHRINKING GROUT

TO ASSURE CONNECTION IS WATERTIGHT.

17. CONTRACTOR SHALL RAISE/LOWER OR ADJUST ALL EXISTING UTILITY MAINS IN CONFLICT WITH PROPOSED UTILITIES AS

PART OF THE BASE BIDS FOR ALL KNOWN OR UNKNOWN LINES.

18. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE INSTALLATION OF ALL LINES TO BE INSTALLED BY THE

UTILITY COMPANIES.

19. IF ROCK IS ENCOUNTERED IN THE TRENCH, ROCK SPOILS SHALL NOT BE USED IN THE TRENCH. THE TRENCH SHALL BE

BACKFILLED ONLY WITH QUALITY BACKFILL PER THE TECHNICAL SPECIFICATIONS.

20. BACKFILL FOR UTILITY LINES SHALL BE CAREFULLY PLACED SO THAT IT WILL BE STABLE. WHERE UTILITY LINES PASS UNDER PAVED AREAS, THE TOP 6" OF BACKFILL SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY TRENCHES SHALL BE VISIBLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE UNDESIRABLE FILL IS NOT USED.

EROSION CONTROL NOTES:

1. EROSION CONTROL MEASURES SHALL BE REQUIRED DURING ALL PHASES OF CONSTRUCTION AND MAINTAINED TO FULLY FUNCTION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE.

ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED THAN WHAT IS SHOWN ON THE PLANS.

2. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING AND IMPLEMENTING A STORMWATER POLLUTION PREVENTION PLAN IN

ACCORDANCE WITH THE TPDES.

3. CONTRACT SHALL PLACE STABILIZATION FABRIC ON ALL SLOPES STEEPER THAN 3H:1V. CONTRACTOR SHALL PLACE FOUR

(4) INCHES OF TOPSOIL (LOOSE) ON ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATIONS UNLESS OTHERWISE NOTED ON LANDSCAPE PLANS. SEED OR SOD ALL DISTURBED AREAS IN ACCORDANCE WITH THE SPECIFICATIONS AND MAINTAIN SAME UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. THE SPECIFIC PLANT MATERIALS PROPOSED TO PROTECT FILL AND EXCAVATED SLOPES SHALL BE SUITABLE FOR USE UNDER LOCAL CLIMATE AND SOIL CONDITIONS. IN GENERAL, HYDROSEEDING OR SODDING BERMUDA GRASS IS ACCEPTABLE DURING THE SUMMER MONTHS (MAY 1ST TO AUGUST 31ST).

WINTER RYE OR FESCUE GRASS MAY BE PLANTED DURING TIMES OTHER THAN THE SUMMER MONTHS AS A TEMPORARY

MEASURE UNTIL SUCH TIME AS THE PERMANENT PLANTING CAN BE MADE.

4. AS INLETS ARE COMPLETED, TEMPORARY SEDIMENT BARRIERS SHALL BE INSTALLED.

5. AT COMPLETION OF THE PAVING AND FINAL GRADING, THE DISTURBED AREA(S) SHALL BE REVEGETATED IN ACCORDANCE

WITH THE PLANS.

6. SILT FENCE AND INLET SEDIMENT BARRIERS SHALL REMAIN IN PLACE UNTIL REVEGETATION HAS BEEN COMPLETED.

7. DISTURBED AREAS THAT ARE SEEDED OR SODDED SHALL BE CHECKED PERIODICALLY TO SEE THAT GRASS COVERAGE IS PROPERLY MAINTAINED. DISTURBED AREAS SHALL BE WATERED, FERTILIZED, AND RE-SEEDED OR RE-SODDED, IF

NECESSARY.

8. THERE IS TO BE ONE CONCRETE WASH-OUT PIT LOCATED ON THE SITE. THE LOCATION OF THIS WASH-OUT PIT IS TO BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. IT WILL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO PROPERLY DISPOSE OF ALL EXCESS CONCRETE MATERIAL.

9. LOCATION OF CONSTRUCTION EXITS SHALL BE PLACED IN THE FIELD AND APPROVED BY THE ENGINEER.

10. THE CONTRACTOR WILL BE REQUIRED TO FILE A NOTICE OF INTENT (NOI) PRIOR TO COMMENCEMENT OF CONSTRUCTION AND MONITOR SITE EROSION THROUGHOUT THE CONSTRUCTION PROCESS. ONCE THE PROJECT IS COMPLETED, THE

CONTRACTOR SHALL FILE THE REQUIRED NOTICE OF TERMINATION (NOT) WITH THE EPA.

11. ALL WASTE MANAGEMENT PRACTICES (EXISTING HAZARDOUS WASTE, SOLID WASTE, CONCRETE WASTE, ETC.) SHALL

COMPLY WITH TCEQ REQUIREMENTS.

LANDSCAPE / IRRIGATION NOTES:

1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY SPECIFICATIONS AND ORDINANCES.

2. THE CONTRACTOR IS REQUIRED TO GRASS ALL AREAS DISTURBED BY CONSTRUCTION.

3. AT COMPLETION OF THE PAVING AND FINAL GRADING, THE DISTURBED AREA(S) SHALL BE REVEGETATED IN ACCORDANCE

WITH THE PLANS.

4. ALL PROPOSED PLANTS SHALL BE STAKED ON THE GROUND AND APPROVED BY CONSULTANT BEFORE BEING PLANTED.

5. ALL PLANTING BEDS SHALL HAVE 4 INCH DEEP HARDWOOD MULCH.

6. ALL LAWN AREAS SHALL BE SPRAYED WITH HERBICIDE, CROSS DISCED AND DRAGGED UNTIL SMOOTH PRIOR TO SEEDING.

7. IRRIGATION SYSTEM IS BASED ON ASSUMED PSI AT THE PROPOSED BACKFLOW. CONTRACTOR SHALL VERIFY THAT ADEQUATE PSI IS AVAILABLE AFTER METER IS INSTALLED AND NOTIFY CONSULTANT IF IT ISN'T.

8. SPRINKLER AND VALVE LOCATIONS ARE TO SCALE. PIPE LOCATIONS ARE DIAGRAMMATIC.

9. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISHED GRADE UNLESS OTHERWISE SPECIFIED.

10. COORDINATE ALL MAINLINE AND LATERAL PIPE INSTALLATION LOCATIONS WITH ELECTRICAL PLANS AND ADJUST AS

NECESSARY.

11. IRRIGATION CONTROLLERS ARE TO BE PLACED IN THE LOCATIONS SHOWN ON THE PLANS. COORDINATE W/ ELECTRICAL

DRAWINGS FOR CONTROLLER LOCATION & POWER SOURCE LOCATION.

12. EXCEPT AS OTHERWISE PROVIDED, THE CONTRACTOR SHALL PROCURE ALL PERMITS AND LICENSES, PAY ALL CHARGES AND FEES AND GIVE ALL NOTICES NECESSARY & INCIDENTAL TO THE DUE LAWFUL PROSECUTION OF THE WORK.

13. CONTRACTOR SHALL NOTIFY PERTINENT UTILITY COMPANIES 48 HOURS PRIOR TO CONSTRUCTION FOR CURRENT UTILITY LOCATIONS. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL VERIFY THE LOCATION & CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR DAMAGE TO ANY UTILITIES.

14. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE & THEFT & REPLACE ALL DAMAGED OR STOLEN

PARTS UNTIL THE WORK IS ACCEPTED IN WRITING BY OWNER.

15. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SPRINKLER AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN THE AREAS DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE DESIGN. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL

ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.

16. ALL PIPES UNDER WALKWAYS AND DRIVEWAYS SHALL BE SLEEVED.

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Max Fall Height: 105 inches

PlayShaper® and Weevos® (2-5 years)

Max Fall Height: 40 inches

Freestanding Play (5-12 years)

Max Fall Height: 96 inches

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PROPOSED SPORTS PAVILION

PROPOSED SPRAYGROUND (BY CITY)

2 PICNIC TABLES AND SHADE

STRUCTURES (FUTURE - BY CITY)

FOOD TRUCK PAD

PARKING SPACES (15)

3 - PILOT ROCK APT SERIES

MULTI-PEDESTAL PICNIC TABLE

1 - PILOT ROCK APT SERIES

MULTI-PEDESTAL PICNIC TABLE - ADA

ACCESSIBLE

PLAYGROUND

PROPOSED SIDEWALK

OPEN LAWN AREA

CXT RESTROOM

2 BENCHES AND 1

TRASH RECEPTACLE

(FUTURE - BY CITY)

EXISTING BUILDING

2 - BEACON HILL THERMONRY

GAME TABLE 3 SEAT/4SEAT

1 - PILOT ROCK APT SERIES

MULTI-PEDESTAL PICNIC TABLE

1 - PILOT ROCK APT SERIES

MULTI-PEDESTAL PICNIC TABLE - ADA

ACCESSIBLE

BOULDER WITH TPWD

BRONZE PLAQUE

(BY CITY)

PROPOSED BACKSTOP

FUTURE FITNESS

STATION (BY OTHERS)

BENCH STATION

2 - PILOT ROCK PARK AVENUE BENCH MODEL

BC4000

1 - PILOT ROCK ROUND TRASH RECEPTACLE

MODEL CN-R/SP3/-36D

EXISTING PAVILION

(TO BE RENOVATED

BY CITY)

INSTALL:

ADA PARKING SIGNS

2 - PILOT ROCK PARK AVENUE

BENCH MODEL BC4000

2 - PILOT ROCK ROUND

TRASH RECEPTACLE MODEL

CN-R/SP3/-36D

2 - PILOT ROCK PARK AVENUE

BENCH MODEL BC4000

1 - PILOT ROCK APT SERIES

MULTI-PEDESTAL PICNIC TABLE

1 - PILOT ROCK APT SERIES

MULTI-PEDESTAL PICNIC TABLE - ADA

ACCESSIBLE

1 - PILOT ROCK ROUND

TRASH RECEPTACLE MODEL

CN-R/SP3/-36D

BENCH STATION

2 - PILOT ROCK PARK AVENUE BENCH MODEL

BC4000

1 - PILOT ROCK ROUND TRASH RECEPTACLE

MODEL CN-R/SP3/-36D

PROPOSED INTERPRETIVE SIGN

CHECKED:

DATE:

DRAWN:

SCALE:

JOB NO.:

REVISIONS:

W es t N in th S tre et

T yl er , T ex as

N o.

M H

A N

, L

WHS

AS SHOWN

20-066

10/8/2021

P A

R K

Y O

U R

S, T

AOF

C3Know what'sbelow.

before you dig.Call

\C ity o f S ul ph ur

S pr in gs

\2 0-

Pa ci fic P ar k

D es ig n\

- P ro du ct io n\

N .d w g

FEET0 8040

GRAPHIC SCALE

E P

L A

LEGEND

PROPERTY LINE

BUILDING SETBACK

WATER LINE

SANITARY SEWER PIPE

STORM SEWER PIPE

OVERHEAD ELECTRIC

TELE COMMUNICATION

6" CONCRETE PAVEMENT

4" CONCRETE SIDEWALK

ENGINEERED WOOD FIBER

DECOMPOSED GRANITE

FUTURE EXERCISE STATIONS

STM

OHE

1 - CXT RESTROOM

2 - PAVILLION

3 - PLAYGROUND

1 - CXT RESTROOM

BID TO INCLUDE, BUT NOT LIMITED

TO: CXT RESTROOM, PAD PREP,

UTILITY CONNECTIONS, CLEANOUT,

MATERIALS AND LABOR

2 - PAVILION

BID TO INCLUDE, BUT NOT LIMITED

TO: BUILDING STRUCTURE,

FOUNDATION, SUBGRADE PREP,

SURFACING, STRIPING,

EQUIPMENT, ELECTRIC, LIGHTING,

SITE FURNITURE, MATERIALS AND

LABOR

3 - PLAYGROUND

BID TO INCLUDE, BUT NOT LIMITED

TO: PLAYGROUND EQUIPMENT AND

INSTALLATION, SURFACING,

SUBGRADE PREP, MATERIALS AND

LABOR

NOTE: PRIMARY ELECTRIC,

DRAINAGE, FLATWORK, SITE

FURNITURE, AND ROUGH GRADING

BY CITY. CONTRACTOR TO

COORDINATE WITH THE CITY ON

SCOPE OF WORK PRIOR TO

PLACING A BID.

AutoCAD SHX Text

438' OF 18" @ 0.60%

AutoCAD SHX Text

POSSIBLE WATER LINE

AutoCAD SHX Text

SSMH 501.16 TOP 496.41 FL

AutoCAD SHX Text

497' OF 6" @ 0.43%

AutoCAD SHX Text

EXISTING BOX

AutoCAD SHX Text

CAST IN PLACE GRATE INLET OPTION #1

AutoCAD SHX Text

CURB N GUTTER WITH CAST IN PLACE STORM DRAIN BOX OPTION #2

AutoCAD SHX Text

CLEAN, GROUT AND FILL EXISTING 18" S.D. UNDER RAILROAD

AutoCAD SHX Text 158sq.ft. CONC.

AutoCAD SHX Text

MARTIN LUTHER KING.

AutoCAD SHX Text

CARTER ST.

AutoCAD SHX Text

SSMH 504.37 TOP 498.57 FL

AutoCAD SHX Text

CARTER ST.

AutoCAD SHX Text K.C.S R.R.

AutoCAD SHX Text

SSMH 501.16 TOP 496.41 FL

AutoCAD SHX Text

EXISTING BOX

AutoCAD SHX Text

SSMH 504.37 TOP 498.57 FL

AutoCAD SHX Text

SD-BOX 500.96 TOP 497.56 FL

AutoCAD SHX Text

STORM DRAIN MH (FL 498.09)

AutoCAD SHX Text

SD-BOX NO DEPTH

AutoCAD SHX Text

SD-BOX NO DEPTH

AutoCAD SHX Text

24" CMP STORM DRAIN

AutoCAD SHX Text

24" CMP STORM DRAIN

AutoCAD SHX Text

24" CMP STORM DRAIN

AutoCAD SHX Text

24" CMP STORM DRAIN

AutoCAD SHX Text

24" CMP STORM DRAIN

AutoCAD SHX Text

497' OF 6" @ 0.43%

AutoCAD SHX Text

12" PVC W.L.

AutoCAD SHX Text 194663

AutoCAD SHX Text

ZIPKROOZ 34'

AutoCAD SHX Text

248819 WE-GO-ROUND PERF PANELS 2 SEATS DB ONLY

AutoCAD SHX Text

247179 CURVA SPINNER DB ONLY

AutoCAD SHX Text

DB ONLY

AutoCAD SHX Text

SINGLE POST SWING

AutoCAD SHX Text 177332

AutoCAD SHX Text

ADDITIONAL BAY

AutoCAD SHX Text

SINGLE POST SWING

AutoCAD SHX Text 177333

AutoCAD SHX Text

DB ONLY

AutoCAD SHX Text 174018

AutoCAD SHX Text

8' BEAM HEIGHT

AutoCAD SHX Text

W/PROGUARD CHAINS

AutoCAD SHX Text

BELT SEAT

AutoCAD SHX Text 174018

AutoCAD SHX Text

8' BEAM HEIGHT

AutoCAD SHX Text

W/PROGUARD CHAINS

AutoCAD SHX Text

BELT SEAT

AutoCAD SHX Text 176038

AutoCAD SHX Text

8' BEAM HEIGHT

AutoCAD SHX Text

W/PROGUARD CHAINS

AutoCAD SHX Text

FULL BUCKET SEAT

AutoCAD SHX Text 176038

AutoCAD SHX Text

8' BEAM HEIGHT

AutoCAD SHX Text

W/PROGUARD CHAINS

AutoCAD SHX Text

FULL BUCKET SEAT

AutoCAD SHX Text

228212 DITTY METALLOPHONE

AutoCAD SHX Text small arch

AutoCAD SHX Text medium arch

AutoCAD SHX Text large arch

AutoCAD SHX Text 164170

AutoCAD SHX Text

WEEVOS

AutoCAD SHX Text

MAINSTRUCTURE

AutoCAD SHX Text

W/3 ARCHS

AutoCAD SHX Text 164174

AutoCAD SHX Text

COZY COASTER

AutoCAD SHX Text

SLIDE W/ASTM

AutoCAD SHX Text

HANDRAIL

AutoCAD SHX Text 164171

AutoCAD SHX Text

GIGGLE

AutoCAD SHX Text

JIGGLER

AutoCAD SHX Text 173575

AutoCAD SHX Text

SWIGGLY STIX

AutoCAD SHX Text 164173

AutoCAD SHX Text

TWIRLY BAR

AutoCAD SHX Text

AutoCAD SHX Text highest deck

AutoCAD SHX Text lowest deck

AutoCAD SHX Text 152443

AutoCAD SHX Text

GRID WALK

AutoCAD SHX Text

W/BARRIERS

AutoCAD SHX Text

*CP000286 DTR PB HEX NET (UNDER 48" DECK OR HIGHER)

AutoCAD SHX Text

130390 DOUBLE SWOOSH SLIDE

AutoCAD SHX Text

CORKSCREW

AutoCAD SHX Text 148432

AutoCAD SHX Text

AutoCAD SHX Text 164149

AutoCAD SHX Text

RING-A-BELL

AutoCAD SHX Text

REACH PANEL

AutoCAD SHX Text

(BELOW DECK)

AutoCAD SHX Text

GEAR PANEL

AutoCAD SHX Text 117147

AutoCAD SHX Text

(AT GRADE)

AutoCAD SHX Text

222708 WHOOSHWINDER

AutoCAD SHX Text

MODULE

AutoCAD SHX Text

TRANSFER

AutoCAD SHX Text 152911

AutoCAD SHX Text

RIGHT

AutoCAD SHX Text

ACCESSIBLE

AutoCAD SHX Text

ROUTE OF

AutoCAD SHX Text

TRAVEL

AutoCAD SHX Text

TRANSFER

AutoCAD SHX Text

POINT

AutoCAD SHX Text 123333

AutoCAD SHX Text

40" ROLLERSLIDE

AutoCAD SHX Text

AutoCAD SHX Text 116247

AutoCAD SHX Text

24" DECK DIFF.

AutoCAD SHX Text

PERM. LADDER

AutoCAD SHX Text 116247

AutoCAD SHX Text

24" DECK DIFF.

AutoCAD SHX Text

PERM. LADDER

AutoCAD SHX Text

STAR SEEKER

AutoCAD SHX Text 148039

AutoCAD SHX Text

DB ONLY

AutoCAD SHX Text

MINI SUMMIT

AutoCAD SHX Text

CLIMBER

AutoCAD SHX Text 153076

AutoCAD SHX Text 166809

AutoCAD SHX Text

E-POD/SEAT

AutoCAD SHX Text

10"HEIGHT

AutoCAD SHX Text

POD CLIMBER

AutoCAD SHX Text 158997

AutoCAD SHX Text

POD

AutoCAD SHX Text 158105

AutoCAD SHX Text

IND WOBBLE

AutoCAD SHX Text

10"HEIGHT

AutoCAD SHX Text

POD CLIMBER

AutoCAD SHX Text 158997

AutoCAD SHX Text

AutoCAD SHX Text 100041

AutoCAD SHX Text

CURVED

AutoCAD SHX Text

BALANCE BEAM

AutoCAD SHX Text

10"HEIGHT

AutoCAD SHX Text

POD CLIMBER

AutoCAD SHX Text 158997

AutoCAD SHX Text

AutoCAD SHX Text 150975

AutoCAD SHX Text

DB ONLY

AutoCAD SHX Text

CASCADE CLIMBER

AutoCAD SHX Text 179594

AutoCAD SHX Text

VIBE ROOF

AutoCAD SHX Text 179594

AutoCAD SHX Text

VIBE ROOF

AutoCAD SHX Text 179594

AutoCAD SHX Text

VIBE ROOF

AutoCAD SHX Text 116244

AutoCAD SHX Text

PIPE BARRIER

AutoCAD SHX Text 116249

AutoCAD SHX Text

VERT. LADDER

AutoCAD SHX Text

10"HEIGHT

AutoCAD SHX Text

POD CLIMBER

AutoCAD SHX Text 158997

AutoCAD SHX Text

16"HEIGHT

AutoCAD SHX Text

POD CLIMBER

AutoCAD SHX Text 120711

AutoCAD SHX Text

10"HEIGHT

AutoCAD SHX Text

POD CLIMBER

AutoCAD SHX Text 158997

AutoCAD SHX Text

10"HEIGHT

AutoCAD SHX Text

POD CLIMBER

AutoCAD SHX Text 158997

AutoCAD SHX Text

AutoCAD SHX Text 193176

AutoCAD SHX Text

BOOGIE BOARD

AutoCAD SHX Text

(42" BURY)

AutoCAD SHX Text

STR

AutoCAD SHX Text

STR

AutoCAD SHX Text

STR

AutoCAD SHX Text

SLIDEWINDER2

AutoCAD SHX Text 124863

AutoCAD SHX Text

DB ONLY

AutoCAD SHX Text

SKY RAIL CLIMBER

AutoCAD SHX Text 146812

AutoCAD SHX Text 153350

AutoCAD SHX Text

48" DECK

AutoCAD SHX Text

CHAIN LADDER

AutoCAD SHX Text

MATCH 4 PANEL

AutoCAD SHX Text 127678

AutoCAD SHX Text 111357

AutoCAD SHX Text

CHINNING BAR

AutoCAD SHX Text 168099

AutoCAD SHX Text

COZY DOME

AutoCAD SHX Text 148636

AutoCAD SHX Text

SEESAW 2-SEATS

AutoCAD SHX Text

229830 ARCADE CLIMBER DB ONLY

AutoCAD SHX Text

247189 CHILL SPINNER

AutoCAD SHX Text

247189 CHILL SPINNER

AutoCAD SHX Text

CP016611

AutoCAD SHX Text

*CP016611 PB PORTAL CLIMBER LEFT MINUS 1 HANDHOLD ASSEMBLY

AutoCAD SHX Text 4,830 Sq.Ft.

AutoCAD SHX Text 1,428 Sq.Ft.

AutoCAD SHX Text 182503

AutoCAD SHX Text

WELCOME SIGN

AutoCAD SHX Text

(LSI PROVIDED)

AutoCAD SHX Text

5-12 YEARS

AutoCAD SHX Text 182503

AutoCAD SHX Text

WELCOME SIGN

AutoCAD SHX Text

(LSI PROVIDED)

AutoCAD SHX Text

2-5 YEARS

AutoCAD SHX Text 200609

AutoCAD SHX Text

TRAVELER

AutoCAD SHX Text

CLIMBER

AutoCAD SHX Text

W/2 HANGER

AutoCAD SHX Text

BRACKETS

AutoCAD SHX Text 193170

AutoCAD SHX Text

LOLLILADDER

AutoCAD SHX Text

W/(2) E-PODS

AutoCAD SHX Text 2,762 Sq.Ft.

AutoCAD SHX Text 111607

AutoCAD SHX Text

DECK CLAMP

AutoCAD SHX Text

LOWERING KIT

AutoCAD SHX Text 111607

AutoCAD SHX Text

DECK CLAMP

AutoCAD SHX Text

LOWERING KIT

AutoCAD SHX Text K.P.1

AutoCAD SHX Text

6"/8" RISE KICKPLATE

AutoCAD SHX Text

(K.P.1) QTY. ( )

AutoCAD SHX Text

User Polygon

User Text Box

CONTRACTOR'S SCOPE OF WORK

User Line

K.C.S R.R.

MARTIN LUTHER KING JR. DRIVE

STM

STM STM STM STM

STM

EXT.

PlayBooster® (5-12 years)

Max Fall Height: 105 inches

PlayShaper® and Weevos® (2-5 years)

Max Fall Height: 40 inches

Freestanding Play (5-12 years)

Max Fall Height: 96 inches

STM STM STM

STM STM

STM

505.50 505.50 505.92

502.50

502.21

502.27

BC= 502.17

BC= 502.02

BC= 502.83

BC= 502.66

502.59

502.73 502.83

503.90

504.07503.95

503.85

504.22

504.02

504.85

504.76

504.70

505.50

505.42

505.30

505.42505.50

505.50

505.50 505.50

BC= 503.90

BC= 503.69

BC= 503.53

BC= 503.32

502.31

502.33

502.30

502.35

±502.20(ex.)

±502.31(ex.)

502.93

502.94

503.66

503.70 503.84

504.25 504.02

±505.13(ex.)

±505.03(ex.)

505.50

504.50

504.53 504.20

504.20

504.27

504.10 504.32 504.17

504.07

504.05

504.10

504.05

504.00

504.05

504.00

504.05 504.00

504.05 503.91

503.77 ±503.05(ex.)

±503.00(ex.)

504.00

504.05

504.00

503.91

503.88503.77 504.00

504.05

BC= 502.47

BC= 502.82

BC= ±502.18(ex.)

BC= ±502.76(ex.)

504.00

504.05

-1 .6

1%-1 .6

-1 .6

-2 .1

-1.80%

-1.49%

-1.28%

-1.11%

-1.00%

505.50

505.45

505.40

505.56

505.50505.40

505.40 505.34

505.50

505.45

505.92

BC= ±501.81(ex.)

BC= ±502.57(ex.)

BC= ±503.04(ex.)

BC= ±503.55(ex.)

±506.64(ex.)

506.61

506.73

506.73 506.70

506.64

506.46

506.52

506.37506.15

506.37

506.29

506.51

506.44

506.55

506.62

507.11

507.01 507.32

505.94

506.00

506.16

506.22

506.40 506.32

505.91 505.55

505.50

FF= 504.27

-0.98%-4.05%

-1.60%

±502.94(ex.)

±502.97(ex.)

MATCH EXISTING GRADE

MATCH

EXISTING

GRADE

MATCH EXISTING GRADE

BC= 502.81

BC= 502.68

502.27

502.33

-1.51%

-4 .9

MATCH

EXISTING

GRADE

±504.42(ex.)

±503.94(ex.)

±504.09(ex.)

±503.80(ex.)

±505.59(ex.)

±505.60

±503.30(ex.)

±503.33(ex.)

±503.94(ex.)

±502.96(ex.)

±502.26(ex.)

505.30

-0.90%

-4 .8

-0.90%

-0.90% -0.90%

-4.09%

-1 0:

-10:1

±505.01(ex.)

505.92

503.30

506.80

503.75

PROPOSED 2' TALL BERM

507.10 507.10

TI = 502.0

TI = 502.7

TI = 504.7

±503.36(ex.)

502.90 503.12

503.03

TI = 501.4

-0.70%

-0.93%

MATCH

EXISTING

GRADE

505.50

505.74

505.89

506.06

505.62

506.54

505.85

506.16

TI= 505.40504.18

GRADE TO DRAIN

505.50505.51

505.63

505.62

CHECKED:

DATE:

DRAWN:

SCALE:

JOB NO.:

REVISIONS:

W es t N in th S tre et

T yl er , T ex as

N o.

M H

A N

, L

WHS

AS SHOWN

20-066

10/8/2021

P A

R K

Y O

U R

S, T

NSR

C6Know what'sbelow.

before you dig.Call

\C ity o f S ul ph ur

S pr in gs

\2 0-

Pa ci fic P ar k

D es ig n\

- P ro du ct io n\

G R

G P

.d w g

FEET0 4020

GRAPHIC SCALE

G R

A D

P L

A N

EARTHWORK SUMMARY

SURFACE CALCULATIONS:

CUT = 103 C.Y.

FILL = 1,577 C.Y.

NET = 1,474 C.Y. <FILL>

IMPORT MATERIALS:

PAVING = 73 C.Y.

SIDEWALK = 210 C.Y.

PAVILION SLAB = 195 C.Y.

SELECT FILL: 1,617 CY

PLAYGROUND SURFACING: 420 CY

NET = 2,515 C.Y.

OVERALL EARTHWORK:

NET FILL = 1,474 C.Y.

NET IMPORT = 2,515 C.Y.

NET = 1,041 C.Y. <CUT>

NOTE:

EARTHWORK QUANTITIES ARE

APPROXIMATE.

LEGEND

±528.2(ex.)

525.8

FL= 521.2

BC= 526.6

TW= 524.7

BW= 523.7

EXISTING CONTOUR

PROPOSED CONTOUR

DIRECTION OF FLOW

FLOW ARROW

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

TP = TOP OF PAVEMENT

BC = BACK OF CURB

FL = FLOW LINE

TW = TOP OF WALL

BW = BOTTOM OF WALL

TI = TOP OF INLET

TP= 521.2

TI= 523.7

AutoCAD SHX Text

438' OF 18" @ 0.60%

AutoCAD SHX Text

POSSIBLE WATER LINE

AutoCAD SHX Text

SSMH 501.16 TOP 496.41 FL

AutoCAD SHX Text

497' OF 6" @ 0.43%

AutoCAD SHX Text

CURB N GUTTER WITH CAST IN PLACE STORM DRAIN BOX OPTION #2

AutoCAD SHX Text

MARTIN LUTHER KING.

AutoCAD SHX Text

CARTER ST.

AutoCAD SHX Text

SSMH 504.37 TOP 498.57 FL

AutoCAD SHX Text

CARTER ST.

AutoCAD SHX Text K.C.S R.R.

AutoCAD SHX Text

SSMH 501.16 TOP 496.41 FL

AutoCAD SHX Text

SSMH 504.37 TOP 498.57 FL

AutoCAD SHX Text

SD-BOX 500.96 TOP 497.56 FL

AutoCAD SHX Text

STORM DRAIN MH (FL 498.09)

AutoCAD SHX Text

SD-BOX NO DEPTH

AutoCAD SHX Text

24" CMP STORM DRAIN

AutoCAD SHX Text

497' OF 6" @ 0.43%

AutoCAD SHX Text 194663

AutoCAD SHX Text

ZIPKROOZ 34'

AutoCAD SHX Text

248819 WE-GO-ROUND PERF PANELS 2 SEATS DB ONLY

AutoCAD SHX Text

247179 CURVA SPINNER DB ONLY

AutoCAD SHX Text

DB ONLY

AutoCAD SHX Text

SINGLE POST SWING

AutoCAD SHX Text 177332

AutoCAD SHX Text

ADDITIONAL BAY

AutoCAD SHX Text

SINGLE POST SWING

AutoCAD SHX Text 177333

AutoCAD SHX Text

DB ONLY

AutoCAD SHX Text 174018

AutoCAD SHX Text

8' BEAM HEIGHT

AutoCAD SHX Text

W/PROGUARD CHAINS

AutoCAD SHX Text

BELT SEAT

AutoCAD SHX Text 174018

AutoCAD SHX Text

8' BEAM HEIGHT

AutoCAD SHX Text

W/PROGUARD CHAINS

AutoCAD SHX Text

BELT SEAT

AutoCAD SHX Text 176038

AutoCAD SHX Text

8' BEAM HEIGHT

AutoCAD SHX Text

W/PROGUARD CHAINS

AutoCAD SHX Text

FULL BUCKET SEAT

AutoCAD SHX Text 176038

AutoCAD SHX Text

8' BEAM HEIGHT

AutoCAD SHX Text

W/PROGUARD CHAINS

AutoCAD SHX Text

FULL BUCKET SEAT

AutoCAD SHX Text

228212 DITTY METALLOPHONE

AutoCAD SHX Text small arch

AutoCAD SHX Text medium arch

AutoCAD SHX Text large arch

AutoCAD SHX Text 164170

AutoCAD SHX Text

WEEVOS

AutoCAD SHX Text

MAINSTRUCTURE

AutoCAD SHX Text

W/3 ARCHS

AutoCAD SHX Text 164174

AutoCAD SHX Text

COZY COASTER

AutoCAD SHX Text

SLIDE W/ASTM

AutoCAD SHX Text

HANDRAIL

AutoCAD SHX Text 164171

AutoCAD SHX Text

GIGGLE

AutoCAD SHX Text

JIGGLER

AutoCAD SHX Text 173575

AutoCAD SHX Text

SWIGGLY STIX

AutoCAD SHX Text 164173

AutoCAD SHX Text

TWIRLY BAR

AutoCAD SHX Text

AutoCAD SHX Text highest deck

AutoCAD SHX Text lowest deck

AutoCAD SHX Text 152443

AutoCAD SHX Text

GRID WALK

AutoCAD SHX Text

W/BARRIERS

AutoCAD SHX Text

*CP000286 DTR PB HEX NET (UNDER 48" DECK OR HIGHER)

AutoCAD SHX Text

130390 DOUBLE SWOOSH SLIDE

AutoCAD SHX Text

CORKSCREW

AutoCAD SHX Text 148432

AutoCAD SHX Text

AutoCAD SHX Text 164149

AutoCAD SHX Text

RING-A-BELL

AutoCAD SHX Text

REACH PANEL

AutoCAD SHX Text

(BELOW DECK)

AutoCAD SHX Text

GEAR PANEL

AutoCAD SHX Text 117147

AutoCAD SHX Text

(AT GRADE)

AutoCAD SHX Text

222708 WHOOSHWINDER

AutoCAD SHX Text

MODULE

AutoCAD SHX Text

TRANSFER

AutoCAD SHX Text 152911

AutoCAD SHX Text

RIGHT

AutoCAD SHX Text

ACCESSIBLE

AutoCAD SHX Text

ROUTE OF

AutoCAD SHX Text

TRAVEL

AutoCAD SHX Text

TRANSFER

AutoCAD SHX Text

POINT

AutoCAD SHX Text 123333

AutoCAD SHX Text

40" ROLLERSLIDE

AutoCAD SHX Text

AutoCAD SHX Text 116247

AutoCAD SHX Text

24" DECK DIFF.

AutoCAD SHX Text

PERM. LADDER

AutoCAD SHX Text 116247

AutoCAD SHX Text

24" DECK DIFF.

AutoCAD SHX Text

PERM. LADDER

AutoCAD SHX Text

STAR SEEKER

AutoCAD SHX Text 148039

AutoCAD SHX Text

DB ONLY

AutoCAD SHX Text

MINI SUMMIT

AutoCAD SHX Text

CLIMBER

AutoCAD SHX Text 153076

AutoCAD SHX Text 166809

AutoCAD SHX Text

E-POD/SEAT

AutoCAD SHX Text

10"HEIGHT

AutoCAD SHX Text

POD CLIMBER

AutoCAD SHX Text 158997

AutoCAD SHX Text

POD

AutoCAD SHX Text 158105

AutoCAD SHX Text

IND WOBBLE

AutoCAD SHX Text

10"HEIGHT

AutoCAD SHX Text

POD CLIMBER

AutoCAD SHX Text 158997

AutoCAD SHX Text

AutoCAD SHX Text 100041

AutoCAD SHX Text

CURVED

AutoCAD SHX Text

BALANCE BEAM

AutoCAD SHX Text

10"HEIGHT

AutoCAD SHX Text

POD CLIMBER

AutoCAD SHX Text 158997

AutoCAD SHX Text

AutoCAD SHX Text 150975

AutoCAD SHX Text

DB ONLY

AutoCAD SHX Text

CASCADE CLIMBER

AutoCAD SHX Text 179594

AutoCAD SHX Text

VIBE ROOF

AutoCAD SHX Text 179594

AutoCAD SHX Text

VIBE ROOF

AutoCAD SHX Text 179594

AutoCAD SHX Text

VIBE ROOF

AutoCAD SHX Text 116244

AutoCAD SHX Text

PIPE BARRIER

AutoCAD SHX Text 116249

AutoCAD SHX Text

VERT. LADDER

AutoCAD SHX Text

10"HEIGHT

AutoCAD SHX Text

POD CLIMBER

AutoCAD SHX Text 158997

AutoCAD SHX Text

16"HEIGHT

AutoCAD SHX Text

POD CLIMBER

AutoCAD SHX Text 120711

AutoCAD SHX Text

10"HEIGHT

AutoCAD SHX Text

POD CLIMBER

AutoCAD SHX Text 158997

AutoCAD SHX Text

10"HEIGHT

AutoCAD SHX Text

POD CLIMBER

AutoCAD SHX Text 158997

AutoCAD SHX Text

AutoCAD SHX Text 193176

AutoCAD SHX Text

BOOGIE BOARD

AutoCAD SHX Text

(42" BURY)

AutoCAD SHX Text

STR

AutoCAD SHX Text

STR

AutoCAD SHX Text

STR

AutoCAD SHX Text

SLIDEWINDER2

AutoCAD SHX Text 124863

AutoCAD SHX Text

DB ONLY

AutoCAD SHX Text

SKY RAIL CLIMBER

AutoCAD SHX Text 146812

AutoCAD SHX Text 153350

AutoCAD SHX Text

48" DECK

AutoCAD SHX Text

CHAIN LADDER

AutoCAD SHX Text

MATCH 4 PANEL

AutoCAD SHX Text 127678

AutoCAD SHX Text 111357

AutoCAD SHX Text

CHINNING BAR

AutoCAD SHX Text 168099

AutoCAD SHX Text

COZY DOME

AutoCAD SHX Text 148636

AutoCAD SHX Text

SEESAW 2-SEATS

AutoCAD SHX Text

229830 ARCADE CLIMBER DB ONLY

AutoCAD SHX Text

247189 CHILL SPINNER

AutoCAD SHX Text

247189 CHILL SPINNER

AutoCAD SHX Text

CP016611

AutoCAD SHX Text

*CP016611 PB PORTAL CLIMBER LEFT MINUS 1 HANDHOLD ASSEMBLY

AutoCAD SHX Text 4,830 Sq.Ft.

AutoCAD SHX Text 1,428 Sq.Ft.

AutoCAD SHX Text 182503

AutoCAD SHX Text

WELCOME SIGN

AutoCAD SHX Text

(LSI PROVIDED)

AutoCAD SHX Text

5-12 YEARS

AutoCAD SHX Text 182503

AutoCAD SHX Text

WELCOME SIGN

AutoCAD SHX Text

(LSI PROVIDED)

AutoCAD SHX Text

2-5 YEARS

AutoCAD SHX Text 200609

AutoCAD SHX Text

TRAVELER

AutoCAD SHX Text

CLIMBER

AutoCAD SHX Text

W/2 HANGER

AutoCAD SHX Text

BRACKETS

AutoCAD SHX Text 193170

AutoCAD SHX Text

LOLLILADDER

AutoCAD SHX Text

W/(2) E-PODS

AutoCAD SHX Text 2,762 Sq.Ft.

AutoCAD SHX Text 111607

AutoCAD SHX Text

DECK CLAMP

AutoCAD SHX Text

LOWERING KIT

AutoCAD SHX Text 111607

AutoCAD SHX Text

DECK CLAMP

AutoCAD SHX Text

LOWERING KIT

AutoCAD SHX Text K.P.1

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6"/8" RISE KICKPLATE

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(K.P.1) QTY. ( )

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20-066

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SD1Know what'sbelow.

before you dig.Call

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80'

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R6'4'

15'

0.5'

94'

BASKETBALL BACKBOARD (4 REQD)

SPORTS COURTS STRIPING DETAIL

SCALE: 1' = 6'

PROVIDE AND INSTALL BISON INC. OUTDOOR

CENTERLINE ALUMINUM VOLLEYBALL

SYSTEM MODEL #VB1000 OR APPROVED

EQUAL PER MANUFACTURER'S

INSTRUCTIONS

CONCRETE FOOTING 4000 PSI MIN.

36'

4' 9"

7' 9"

1'4"

ELEVATION

VOLLEYBALL COURT DETAIL

NTS

SUPPORTS TO BE 3.5" O.D., GALV. AND 13'

LONG, BURIED A MIN. OF 3' WITH CONC.

FOOTING

INSTALL SLEEVES IN

PAVILION SLAB FOR POSTS

SIDE ELEVATION

VOLLEYBALL COURT DETAIL

NTS

7' 9"

9' 4'

NOTES:

1. OUT OF BOUNDS LINES PAINTED WITH 4" WIDE

WHITE TEXTURED LINE PAINT

2. ALL DIMENSIONS ARE TO INSIDE EDGE OF LINES

EXCEPT AS NOTED

3. ALL INTERIOR COURT LINES PAINTED WITH 3"

WIDE WHITE TEXTURED LINE PAINT

4. ALL VOLLEYBALL COURT LINES PAINTED WITH 3"

WIDE BLUE TEXTURED LINE PAINT

5. BASKETBALL COURTS ARE NOT REGULATION

SIZE.

6. CONCRETE TO BE SMOOTH FINISH

SUPPORTS TO BE REMOVABLE WITH A CAP

BASKETBALL GOALS AND VOLLEYBALL POST SLEEVES

EXISTING ONSITE. CONTRACTOR TO VERIFY COURT STRIPING

FITS THE EXISTING CONDITIONS ONSITE.

1'-4"

R2' 3"

BASKETBALL BACKBOARD POST (4 REQD)

68'

60'

20'

REMOVABLE VOLLEYBALL NET

BECKHAM STREET

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JIM D. DALLAS

September 22, 2021

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JIM D. DALLAS

September 22, 2021

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PAVILION FOUNDATION PLAN

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RVDL

10/01/2021

19-046

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P E N o F -1

CONCRETE MIX DESIGN PARAMETERS

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

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PLAN NORTH

AutoCAD SHX Text W18x65 SEE DETAIL 2/S2.1

AutoCAD SHX Text W18x50 + W12x40 SEE DETAIL 1/S2.1

AutoCAD SHX Text W18x65 SEE DETAIL 2/S2.1

AutoCAD SHX Text W18x65 + W12x40 SEE DETAIL 1/S2.1

AutoCAD SHX Text W18x50 + W12x40 SEE DETAIL 1/S2.1

AutoCAD SHX Text W18x65 + W12x40 SEE DETAIL 1/S2.1

AutoCAD SHX Text W18x50 + W12x40 SEE DETAIL 1/S2.1

AutoCAD SHX Text W18x65 + W12x40 SEE DETAIL 1/S2.1

AutoCAD SHX Text W12x26 SEE DETAIL 3/S2.1 (6-PLACES)

AutoCAD SHX Text 88723

AutoCAD SHX Text SHANNON D. McCOWN

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AutoCAD SHX Text F-9228, 10.01.2021

AutoCAD SHX Text GENERAL NOTES: 1. The Contractor shall verify field dimensions and conditions before construction and notify the Engineer of any discrepancies or inconsistencies before proceeding with the work. 2. The Contractor shall verify locations and sizes of all openings in floors and roofs and all inserts and embedded items with mechanical, electrical, and architectural drawings before placing concrete, installing decking or erecting any structural load bearing material. The general contractor shall be solely responsible for all coordination with sub-contractors. 3. Adequate temporary bracing will be required of all structural pieces or units until all walls and/or floor or roof decks are in place, and all concrete has gained its ultimate strength. 4. The latest edition of ACI, AISC, AWS, and CRSI specifications shall govern all phases of fabrication and construction. REINFORCING STEEL NOTES: 1. All reinforcing steel shall be new billet, ASTM A615 grade 60 deformed domestic bars. All rebar to be welded shall be ASTM A706. All detailing, fabrication, placing, and supporting shall be in accordance with ACI 318 and CRSI. 2. All dowels shall be the same size and spacing as adjoining main bars with a Class B lap splice, minimum unless noted of detailed otherwise. Splice all continuous bars with a Class B lap splice, minimum unless noted or detailed otherwise. 3. Clear minimum coverage of concrete over reinforcing bars shall be as follows unless noted or detailed otherwise: concrete placed against earth........................... 3 inches formed concrete against earth.......................... 2 inches beams to ties/stirrups..................................... 1 inches 12 inches top and bottom of suspended slabs................... inches or bar dia. 34 inches or bar dia. 4. All reinforcing bars, W.W.F., bolts, dowels, inserts, etc., shall be rigidly secured in position prior to placing concrete. 5. Contractor shall submit complete shop and placing drawings and obtain approval prior to fabrication. FOUNDATION NOTES: 1. Foundation design is based on the soil investigation by Terracon Consultants, Inc., Project No. CM215005, revision 1, dated June 25, 2021. All subgrade preparation, fill installation, and foundation installation shall be in strict accordance with the Soil Report. 2. Drilled piers shall be of depth and diameter specified in the drilled pier schedule. Drilled piers have been sized per the table located on page 13 of the Soil Report. Allowable pier capacity and length of pier required are based on estimates of soil conditions in the area of the foundations. Actual soil conditions may vary from estimated conditions; therefore, pier installation should be monitored by a qualified representative of the Geotechnical Engineer as re-evaluation of requirements and lengths of piers may be necessary. Drilled pier installation shall be in accordance with pages 14-16 of the Soil Report. 3. Contractor shall provide for dewatering at excavations from either surface water or seepage. Contractor shall provide adequate shoring to prevent cave-ins. 4. All foundation excavations and subgrade preparation shall be inspected by a representative of the Geotechnical Engineer prior to placement of reinforcing steel or concrete. CONCRETE NOTES: 1. The concrete supplier shall submit concrete mix design data to the Architect for review prior to construction. 2. Materials shall conform with: A. Cement-ASTM C150 Type I or II B. Aggregate-ASTM C33 C. Water - Potable 3. Use the following table for guidance in preparing mix designs for the given type of pour: 4. Proportioning of concrete mix designs shall be determined by the procedures established in Section 5.3 of ACI 318. The concrete supplier shall submit concrete mix designs to the Architect/Engineer for review and approval prior to construction. 5. Flyash and other pozzolans shall conform to ASTM C-618 and shall not make up more than 20 percent of the total cementitious materials by weight. Do not use flyash in concrete when the temperature during placement or curing is projected to fall below 50° F.CAST-IN-PLACE CONCRETE EXECUTION NOTES: 1. All concrete is reinforced unless specifically noted as 'unreinforced'. Reinforce all concrete not otherwise shown with the same steel as shown in similar sections. Comply with ACI 304, Recommended Practice for Measuring, Mixing, Transporting, and Placing Concrete. 2. Cold weather conditions: When air temperature has fallen to or is expected to fall below 40 deg. F, all concrete placement shall comply with the provisions of ACI 306 and as herein specified. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. 3. Hot weather conditions: When air temperature exceeds 90 deg. F, all concrete shall comply with the provisions of ACI 305 and as herein specified. 4. Perform curing of concrete by curing and sealing compound, by moist curing, moisture-retaining cover curing, or by combinations thereof.

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28 DAY COMPRESSIVE STRENGTH

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TARGET SLUMP

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TYPE OF POUR

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MAX. WCR

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MIN. CEMENT CONTENT (LBS/CY)

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AIR CONTENT

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MAX. AGGREGATE SIZE

AutoCAD SHX Text STRUCTURAL STEEL NOTES: 1. All structural steel design, fabrication, and erection shall conform to the latest edition of the AISC Manual of Steel Construction "Specification for Structural Steel Buildings - Allowable Stress Design." Steel for wide flanges shapes shall conform to ASTM A992, hollow structural sections shall conform to ASTM A500 grade B, pipes shall conform to ASTM A53 grade B, cold formed light gauge sections shall conform to A1011, Fy = 55 ksi, all other structural steel shapes and plate shall conform to ASTM A36. 2. All welding shall conform to the recommendations of the AWS, and all welds, including field, shall be made only by certified welders using E7OXX electrodes. 3. Steel members shall be adequately supported or held in position during welding. Procedure and sequence of welding shall be such that there shall be no distortion of members or buildup of localized stresses due to welding. 3. All structural bolts shall be " , ASTM A325-N, bearing type, tightened to the snug-tight condition, 34" , ASTM A325-N, bearing type, tightened to the snug-tight condition,unless noted otherwise in the details. Pretensioned connections shall be made using either load indicating washers (DTI) or turn of the nut method. Installation and inspection shall be in strict accordance with sections 8.2.4 and 9.2.4 of the RCSC "Specification for Structural Joints Using High Strength Bolts". All bolt holes shall be standard size; 1/16" larger than the bolt diameter, unless noted otherwise. " purlin 12" purlinconnection bolts shall shall be A307, grade A. 4. All structural connections shall be seal welded with a minimum 1/4" fillet weld. All connections requiring butt welds shall be a minimum 1/4" partial penetration welds. All welds shall be continuous along all edges or surfaces in contact with each other. Any exceptions to these requirements shall be noted on the specific details for the affected joint. 5. The corners of all continuity plates and stiffener plates placed in the webs of rolled shapes shall be clipped. Along the web, the clip shall be detailed so that the clip extends a distance of at least 1 " 12" beyond the 'k' dimension. Along the flange, the clip shall be detailed so that the clip does not exceed a distance of " beyond the 'k1' dimension. The clip shall be detailed to facilitate suitable weld terminations 12" beyond the 'k1' dimension. The clip shall be detailed to facilitate suitable weld terminations for both the flange weld and the web weld. If a cured slip is used, it shall have a minimum radius of ". 12". . 6. Contractor shall submit complete shop drawings and obtain approval prior to fabrication. 7.

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