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CITY STAFF, CONSULTANT INFO., LOCATION MAP, & SHEET INDEX

06.0

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Sheet Index

L0.0

Abilene, Texas

Stevenson Park

SEPTEMBER 10, 2021100% CONSTRUCTION DOCUMENT

Stevenson Park:

441 EAST NORTH 7TH STREET ABILENE, TEXAS 79601

Location Map

City Staff

DIRECTOR OF COMMUNITY SERVICES

Lesli Andrews

325.676.6220

NOT TO SCALE

441 E. N. 7th STREET

ABILENE, TEXAS 79601

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Parks and Recreation BoardDavid Pittman, ChairmanGary GrubbsRobyn WertheimLeigh BlackMichael Homer Jr.Marc OrnerJeff GoodinLesli Andrews: Staff Contact

City Officials

COUNCIL MEMBERS

CITY MANAGERRobert Hanna

Mayor: Anthony WilliamsPlace 1: Shane PricePlace 2: Lynn BeardPlace 3: Donna AlbusPlace 4: Weldon w. HurtPlace 5: Kyle McAlisterPlace 6: Travis Craver

Copyright

GENERAL NOTES & MATERIALS LEGEND

ISSUED FOR CONSTRUCTION

sm

la terra studio

2712 swiss avenue ~ studio A

www.laterrastudio.comdallas, texas ~ 75204 ~ 214.749.0333

urban design planninglandscape architecturePark Improvements

PROJECTLOCATION

Stevenson P

ark

09/10/2021

LT

S P

roject N

o.20025

COVER

L0.1 EXISTING CONDITIONS PLAN

L0.2 SITE PREPARATION & DEMOLITION PLAN

L1.1

L1.2

L2.1 LAYOUT & DIMENSION PLAN

L2.2

L3.1

SET NO.

DATE

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CO

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ERELL D

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N.E. 7TH ST.

E. HWY 80

TREA

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Y B

LV

D.

N.E. 10TH ST.

Prime Consultant

la terra studio Michael Black

214.749.0333

/Landscape Architect

Architect

David Baca Studio

David Baca

903.893.5800

Engineering MEP

Engineering Associates

Jim Weathers

Jim Dallas

940.427.8487

PARKS MANAGER

Jesus Coronado

325.704.3219

SITE PLAN

SITE PLAN ENLARGEMENTS

LAYOUT & DIMENSION PLAN ENLARGEMENTS

SITE DETAILS

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L3.2 SPORTS COURTS DIMENSIONAL LAYOUT

A1.0 RR PLANS

A2.0 ELEV. DEMO

A2.1 ELEV. NEW

FIX SCH PLUMBING FIXTURE SCHEDULE

E1.0 SITE PLAN - ELECTRICAL

E2.0 FLOOR PLANS - ELECTRICAL

E3.0 ELECTRICAL DETAILS & SCHEDULES

E4.0 ELECTRICAL SPECIFICATIONS

MP.01 SITE PLAN PLUMBING

MP.02 MAIN FLOOR PLAN HVAC & PLUMBING

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Landscape Architect

M

AEL T. BLAC

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M&P SPECIFICATIONSMP.03

L3.3 PAVILION DETAILS

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2021la terra studio, inc. All Rights Reserved

©

submittals / revisions

detaildateno.

la terra studio, inc.

lts project number

date

drawn by

checked by

registration

sheet title

sheet number

20035

09.10.2021

mb

sm

la terra studio

2712 swiss avenue ~ studio A

www.laterrastudio.com214.749.0333 dallas, texas ~ 75204

urban design planninglandscape architecture

park improvements

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la terra studio Project #20025

STEVENSON PARK

M

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2202

09.10.2021

General Notes &Materials Legend

L0.0

CENTER LINE

LIMIT OF WORK

MATCHLINE

ENLARGEMENT

REFERENCE

DETAIL

REFERENCE

SECTION

REFERENCE

MATERIAL

REFERENCE

ELEVATION

REFERENCE

PROPERTY LINE

1. CONTRACTOR IS TO REVIEW GENERAL NOTES PRIOR TO BEGINNING WORK.

2. CONTRACTOR IS RESPONSIBLE FOR TRACING, MARKING AND PROTECTING ALL ELECTRICAL CIRCUITS THROUGHOUT THE DURATION OF THE PROJECT.

3. REMOVE EXISTING PAVEMENT AND STRUCTURES WITHIN THE LIMITS OF DEMOLITION UNLESS OTHERWISE NOTED.

4. SAWCUT AND REMOVE EXISTING DRIVE APPROACHES (WITHIN THE LIMITS OF DEMOLITION) TWO FEET FROM BACK OF CURB. SIDEWALKS, PAVEMENT, AND UTILITIES

WITHIN THE PUBLIC RIGHT-OF-WAY ARE TO REMAIN UNLESS OTHERWISE NOTED.

5. CONSULT THE DIMENSIONAL CONTROL PLAN. VERIFY THE PORTION OF EXISTING CONCRETE CURBS AND PAVEMENT WHICH ARE TO REMAIN.

6. COORDINATE WITH LOCAL POWER, TELEPHONE, CABLE, AND GAS COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES.

7. UTILITIES SHOULD BE CUT AND PLUGGED IN ACCORDANCE WITH THEIR RESPECTIVE UTILITY COMPANY REQUIREMENTS AND PRIOR TO DEMOLITION OF THE EXISTING

BUILDINGS.

8. CONTRACTOR TO PLUG EXISTING EXPOSED ENDS OF ABANDONED UTILITIES.

9. CONTRACTOR TO DETERMINE SOURCE OF EXPOSED UTILITIES AND, IF REQUIRED, RECONNECT TO PROPOSED UTILITIES.

10. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND LEGAL DISPOSAL OF UNSUITABLE MATERIALS FROM THE PROJECT SITE. CONTRACTOR SHALL CONTACT LOCAL

AUTHORITIES TO DETERMINE DISPOSAL REQUIREMENTS.

11. TREES ON THE PROPERTY SHALL BE PROTECTED AGAINST DAMAGE DURING DEMOLITION OPERATIONS UNLESS OTHERWISE NOTED. THE TREE PROTECTION SHALL BE

PLACED AROUND TREES PRIOR TO ANY DEMOLITION OR GRADING. TREE PROTECTION SHALL REMAIN UNTIL WORK IS COMPLETED. REFER TO LANDSCAPE PLANS FOR

TREE REMOVAL AND PROTECTION DETAILS.

12. ANY DAMAGE DONE TO EXISTING TREE CROWNS OR ROOT SYSTEMS SHALL BE REPAIRED IMMEDIATELY BY AN APPROVED CERTIFIED ARBORIST AT THE OWNER'S

DIRECTION. ROOTS EXPOSED AND/OR DAMAGED DURING DEMOLITION AND/OR GRADING OPERATIONS SHALL BE CUT OFF CLEANLY INSIDE THE EXPOSED OR DAMAGED

AREA, CUT SURFACES PAINTED WITH AN APPROVED TREE PAINT, AND TOPSOIL AND MULCH PLACED OVER THE EXPOSED ROOT AREA IMMEDIATELY.

13. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING AND MAINTAINING EROSION CONTROL MEASURES ON THE SITE IN ACCORDANCE WITH FEDERAL, STATE, AND

LOCAL REGULATIONS UNTIL THE SITE HAS BEEN STABILIZED.

14. CONTRACTOR IS RESPONSIBLE FOR GRADING DISTURBED AREAS TO ALLOW FOR POSITIVE DRAINAGE. GRADING SLOPES ARE NOT TO EXCEED 3:1.

15. AREAS EXCAVATED FOR FOUNDATION OR UNDERGROUND STRUCTURE REMOVAL SHALL BE BACK-FILLED AND COMPACTED TO A MINIMUM OF 95% STANDARD

PROCTOR DENSITY USING A SHEEP'S FOOT ROLLER.

16. CONTRACTOR IS RESPONSIBLE FOR SECURITY OF THE SITE DURING DEMOLITION ACTIVITIES AND UNTIL SUBSTANTIAL COMPLETION.

17. WORK, UNLESS OTHERWISE NOTED, SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ISSUED BY THE 3RD ADDITION OF THE

NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS AND CITY STANDARD CONSTRUCTION SPECIFICATIONS.

18. THE HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING SUBSURFACE UTILITIES HAVE BEEN DETERMINED FROM DATA RECORDED BY OTHERS. IT WILL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO PROTECT UTILITY MAINS, MANHOLES, CLEANOUTS, VALVE BOXES, AND FIRE HYDRANTS, ETC. IN THE AREA OF DEMOLITION.

19. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS REGARDING TRENCH SAFETY.

20. BARRICADING AND PROJECT SIGNS SHALL CONFORM TO TEXAS DEPARTMENT OF TRANSPORTATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND LATEST

UPDATES.

21. CONTRACTOR SHALL MAINTAIN EXISTING PAVEMENT AND ACCESS TO FIRE HYDRANTS ON SITE UNTIL THE BUILDINGS AND STRUCTURES IN THAT AREA HAVE BEEN

DEMOLISHED AND REMOVED.

22. CONTRACTOR WILL PROVIDE ON-SITE PARKING FOR WORKERS. VEHICLE PARKING WILL NOT BE ALLOWED WITHIN THE PUBLIC RIGHT-OF-WAY.

23. CONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING ADEQUATE DUST CONTROL MEASURES DURING DEMOLITION ACTIVITIES.

24. CONTRACTOR IS TO COORDINATE DEMOLITION ACTIVITIES WITH THE HAZARDOUS MATERIAL ABATEMENT CONTRACTORS' ACTIVITIES, IF APPLICABLE.

25. THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING TEMPORARY UTILITY SERVICES REQUIRED TO COMPLETE THE SCOPE OF WORK.

DEMOLITION GENERAL NOTES: GRADING & DRAINAGE GENERAL NOTES

1. UNLESS NOTED, FILL IS TO BE COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY WITHIN 3% OF OPTIMUM MOISTURE CONTENT. FILL TO BE PLACED IN

MAXIMUM LIFTS OF 6 INCHES.

2. SIDEWALKS AND ACCESSIBLE ROUTES SHALL HAVE A RUNNING SLOPE NO GREATER THAN 5% (UNLESS OTHERWISE NOTED) AND A CROSS SLOPE NO GREATER THAN 2%.

3. GRADING OF HANDICAPPED SPACES AND ROUTES TO CONFORM TO FEDERAL, STATE, AND LOCAL GUIDELINES.

4. PROPOSED AND EXISTING GRADES IN NON-PAVED AREAS ARE "FINISHED GRADE" (i.e. IN LANDSCAPE BEDS, TOP OF MULCH/BEDDING MATERIAL).

5. FINAL PAVING, CURB, AND SIDEWALK ELEVATIONS WILL BE PLACED AT PLUS OR MINUS 0.03 FOOT.

6. REFER TO LANDSCAPE SPECIFICATIONS FOR SEEDING AND SODDING REQUIREMENTS.

7. ANY CONCRETE, ROCK, OR MATERIAL DEEMED BY THE OWNER'S AUTHORIZED REPRESENTATIVE TO BE UNSUITABLE FOR SUBGRADE SHALL BE DISPOSED OF OFFSITE AT

CONTRACTOR'S EXPENSE.

8. TRENCH BACKFILL MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF CITY OF ABILENE AND SHALL BE MECHANICALLY COMPACTED IN 6-INCH LIFTS TO THE TOP OF

SUBGRADE TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY IN ACCORDANCE WITH CITY OF ABILENE UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN

THE STANDARD CITY SPECIFICATIONS.

9. EMBEDMENT SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF ABILENE UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN THE STANDARD CITY

SPECIFICATIONS.

10. CRUSHED STONE BEDDING OR APPROVED EQUAL SHALL BE PROVIDED BY THE CONTRACTOR WHEN ROCK IS ENCOUNTERED IN TRENCHES. THERE SHALL BE NO

ADDITIONAL PAY ITEM FOR CRUSHED STONE BEDDING.

11. IF REQUIRED DUE TO CONSTRUCTION, POWER POLES TO BE BRACED OR RELOCATED AT CONTRACTOR'S EXPENSE.

12. EXISTING UTILITIES AND STRUCTURES TO BE ADJUSTED TO FINISH GRADE OR RELOCATED.

SYMBOLS LEGEND:

1. THESE DRAWINGS ARE SUBMITTED TO THE OWNER OF THE PROJECT FOR REVIEW AND APPROVAL PRIOR TO ANY RELEASE FOR BIDDING AND/OR CONSTRUCTION.

CONTRACTORS SHALL RECEIVE BID INFORMATION, INSTRUCTIONS, BID FORMS, GENERAL TERMS AND CONDITIONS, AND OTHER REQUIRED CLARIFICATION FROM THE

OWNER'S REPRESENTATIVE ADMINISTERING THIS PROJECT.

2. THESE DRAWINGS SUPPLEMENT THE OTHER CONTRACTUAL INFORMATION CONTAINED IN THE PROJECT SPECIFICATIONS. ANYTHING MENTIONED IN THE PROJECT

SPECIFICATIONS AND NOT THE DRAWINGS OR VICE-VERSA, SHALL BE OF LIKE EFFECT AS IF SHOWN ON OR MENTIONED IN BOTH. IN THE CASE OF DISCREPANCY IN

THE DRAWINGS OR PROJECT SPECIFICATION, THE MATTER SHALL BE IMMEDIATELY SUBMITTED TO THE OWNER'S REPRESENTATIVE; WITHOUT THEIR DECISION, SAID

DISCREPANCY SHALL NOT BE ADJUSTED BY THE CONTRACTOR, SAVE ONLY AT THEIR OWN RISK AND EXPENSES. THE CONTRACTOR SHALL NOT TAKE ADVANTAGE

OF ANY APPARENT ERROR OR OMISSION ON THE DRAWINGS OR IN THE SPECIFICATIONS. IN THE EVENT THE CONTRACTOR DISCOVERS SUCH ERROR OR OMISSION,

THEY SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE WITH FOLLOW-UP WRITTEN NOTICE. THE OWNER'S REPRESENTATIVE WILL THEN MAKE SUCH

CLARIFICATION AND INTERPRETATIONS AS MAY BE DEEMED NECESSARY FOR THE CONTRACTOR TO FULFILL THE INTENT OF THE CONTRACT.

3. THE "INTENT" OF THESE IMPROVEMENT DRAWINGS, DETAILS, AND ASSOCIATED SPECIFICATIONS IS THAT THE CONTRACTOR PROVIDES THE OWNER WITH A

COMPLETE, ACCURATE, FUNCTIONALLY AND TECHNICALLY SOUND PROJECT AS GENERALLY DESCRIBED IN THE DOCUMENTS. ELEMENTS SHOWN OR IMPLIED BY

THE DRAWINGS, IF NOT SPECIFICALLY DETAILED OR SPECIFIED, SHALL BE INSTALLED PER UNIFORM BUILDING CODES, MANUFACTURER'S RECOMMENDATIONS,

STANDARD INDUSTRY PRACTICES, AND/OR AS APPROVED BY THE OWNER'S REPRESENTATIVE.

4. WORK OF THIS PROJECT SHALL CONFORM TO THE CURRENT CITY OF ABILENE CODES, ORDINANCES, STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF

IMPROVEMENTS, AS WELL AS OTHER APPLICABLE GOVERNING REGULATIONS IN EFFECT. CONSTRUCTION WITHIN TxDOT RIGHT OF WAY SHALL BE IN ACCORDANCE

TO TxDOT STANDARDS (SEE ATTACHED PLANS AND DETAILS).

5. RANGE POINTS, TIES, BENCHMARKS, OR OTHER SURVEY CONTROL POINTS WHICH MAY BE ENCOUNTERED DURING CONSTRUCTION MUST BE PRESERVED, MODIFIED,

OR RECORDED BY A REGISTERED SURVEYOR AT THE CONTRACTOR'S EXPENSE. IMMEDIATELY UPON DISCOVERY, THE CONTRACTOR SHALL NOTIFY THE OWNER'S

REPRESENTATIVE OF ANY SURVEY CONTROL POINTS FOUND AND OBTAIN DIRECTION PRIOR TO PROCEEDING WITH CONSTRUCTION.

6. THE CONTRACTOR SHALL OBTAIN, AT THEIR EXPENSE, PERMITS WHICH ARE NECESSARY TO PERFORM THE PROPOSED WORK UNLESS EXPLICITLY NOTIFIED

OTHERWISE IN THE CONTRACT DOCUMENTS, AND SHALL COMPLY WITH NOTIFICATION AND INSPECTION REQUIREMENTS.

7. UNLESS SPECIFICALLY NOTED OTHERWISE, THE CONTRACTOR SHALL OBTAIN, AT THEIR EXPENSE, TECHNICAL TESTS AND REPORTS BY A CERTIFIED, INDEPENDENT

LABORATORY OR AGENCY.

8. AN EXISTING CONDITION SURVEY HAS BEEN PROVIDED TO THE OWNER BY REGISTERED SURVEYORS FOR THE BASIS OF DESIGN. IT IS NOT TO BE CONSIDERED AS

PART OF THESE DOCUMENTS. THE SURVEY PLANS HAVE BEEN REFORMATTED AND INCLUDED IN THIS SET FOR GENERAL INFORMATION ONLY AND INTENDED TO

ASSIST THE CONTRACTOR IN THE GENERAL ORIENTATION OF THE SITE. THE CONTRACTOR IS REQUIRED TO VISIT THE SITE, VERIFY INFORMATION, CONDUCT ANY

EXPLORATORY RESEARCH, AND BECOME THOROUGHLY FAMILIAR WITH EXISTING CONDITIONS AS A PRE-REQUISITE OF THEIR BID SUBMITTAL. WITHOUT EXCEPTION,

ANY DEVIATIONS OR OMISSIONS FOUND BETWEEN THESE PLANS AND EXISTING SITE CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE

OWNER'S REPRESENTATIVE, BUT WILL NOT BE CONSIDERED AS BASIS FOR ADDITIONAL PAYMENT. FOR 'OFFICIAL' SURVEY INFORMATION, CONTRACTOR MAY WISH

TO CONTACT THE SURVEYOR AS A SEPARATE AGREEMENT.

9. EXISTING (OR PROPOSED BY OTHERS) UTILITY INFORMATION SHOWN IS APPROXIMATE ONLY AND FOR GENERAL INFORMATION ONLY. IT IS NOT INTENDED TO

DEPICT EXACT LOCATIONS. THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES TO STAKE AND FIELD VERIFY THE LOCATIONS, INCLUDING DEPTHS, OF EXISTING

UTILITIES , PROPOSED BY OTHERS, OR CURRENTLY UNDER CONSTRUCTION, PRIOR TO COMMENCING ANY RELATED OPERATIONS. CONTRACTOR SHALL MAINTAIN

UTILITY LOCATIONS AND STRUCTURES DURING REMAINING PHASES OF WORK. THE CONTRACTOR SHALL REPORT TO THE OWNER'S REPRESENTATIVE ANY UTILITIES

THAT MAY CONFLICT WITH PROPOSED WORK. THE CONTRACTOR SHALL EXPLORE, UNDERSTAND, AND COORDINATE (WITH SUBCONTRACTORS AND OTHERS)

UTILITIES IMPACTS PRIOR TO SUBMITTING BID AND SHALL BE RESPONSIBLE FOR ANY MODIFICATIONS OR DAMAGES TO UTILITY LINES, STRUCTURES, OR INJURIES

THERE FROM.

10. THESE DRAWINGS DO NOT SPECIFY SAFETY MATERIALS, STAFFING, EQUIPMENT, METHODS, OR SEQUENCING TO PROTECT PERSONS AND PROPERTY. IT SHALL BE

THE CONTRACTOR'S SOLE RESPONSIBILITY TO DIRECT AND IMPLEMENT SAFETY OPERATIONS, STAFFING, PROCEDURES TO PROTECT THE OWNER AND HIS

REPRESENTATIVES, NEW IMPROVEMENTS, PROPERTY, OTHER CONTRACTORS, THE PUBLIC AND OTHERS.

11. THE CONTRACTOR SHALL MEET PERIODICALLY WITH THE OWNER'S REPRESENTATIVE TO DETERMINE MARSHALLING AREAS, ON-SITE STORAGE, CONTRACTOR STAFF

PARKING, SECURITY ISSUES, CONSTRUCTION SEQUENCING AND/OR PHASING, SCHEDULING, AND MAINTAINING PUBLIC, EMERGENCY, HANDICAPPED, OR

OPERATIONS ACCESS BEFORE STARTING THE RELATED WORK.

12. SOME OF THE WORK OF THIS CONTRACT MAY OCCUR CONCURRENT WITH WORK BY OTHERS. PHASING, SEQUENCING AND COORDINATION, WITH WORK BY

OTHERS, AND ON-GOING OPERATIONS IN AND AROUND THE SITE AREA IS A PART OF THE CONTRACTOR'S RESPONSIBILITY.

13. THE CONTRACTOR WILL BE REQUIRED TO COMPLETE THE WORK OF THIS PROJECT ACCORDING TO THESE PROPOSED DRAWINGS OR SUBSEQUENT CLARIFICATION. A

STRICT PERIOD OF PERFORMANCE, INCLUDING DATES OF SUBSTANTIAL COMPLETION (FOR ALL AND/OR PORTIONS) AND LIQUIDATION DAMAGES MAY BE AN

INTEGRAL ELEMENT OF THE CONTRACT.

14. ANY SITE IMPROVEMENTS REQUIRING REMOVAL UNDER THIS CONTRACT SHALL BE PROPERLY AND LEGALLY DISPOSED OFF-SITE OR, AT THE OWNER'S OPTION,

SURRENDERED AND/OR STOCKPILED IN AN APPROVED ON-SITE LOCATION PER THE DIRECTION OF THE OWNER'S REPRESENTATIVE.

15. THE CONTRACTOR IS REQUIRED TO MAINTAIN A COMPLETE AND 'UP-TO-DATE' SET OF CONTRACT DOCUMENTS, INCLUDING CLARIFICATIONS, CHANGE ORDERS, ETC.

IN GOOD CONDITION, AT THE CONSTRUCTION SITE AT ALL TIMES. THIS SET OF DOCUMENTS WILL BE MADE IMMEDIATELY AVAILABLE FOR REVIEW BY THE OWNER'S

REPRESENTATIVE AND/OR AUTHORIZED CONSULTANTS UPON REQUEST.

16. CONTRACTOR SHALL REFER TO CIVIL/MEP ENGINEERING DRAWINGS AND SPECIFICATIONS, AS NECESSARY, FOR ROADWAYS, UTILITY, DRAINAGE AND OTHER

RELATED IMPROVEMENTS THAT WILL IMPACT THIS PROJECT AND REQUIRE COORDINATION.

GENERAL NOTES: PAVING GENERAL NOTES

1. DIMENSIONS ARE FROM BACK OF CURB UNLESS OTHERWISE NOTED.

2. CONCRETE SHALL CONFORM TO NCTCOG ITEM 303.3.4, CLASS "C" (3600 PSI) UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN STANDARD CITY

SPECIFICATIONS, MIN. 6.5 SACK MIX.

3. FILL PLACED UNDER PAVING SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY IN 6 INCH LIFTS, UNLESS OTHERWISE NOTED. REFER TO STRUCTURAL

SPECIFICATIONS FOR FILL PLACED BENEATH BUILDING AREAS. ALL OTHER FILL AREAS TO BE COMPACTED TO 95% STANDARD PROCTOR.

4. THE CONTRACTOR SHALL SUBMIT A JOINT SPACING PLAN TO THE OWNER'S AUTHORIZED REPRESENTATIVE FOR APPROVAL. EXPANSION JOINT SPACING SHALL BE 90'

MAXIMUM EACH WAY WITH NO KEYWAYS AND SAWED DUMMY JOINTS SHALL BE 15' EACH WAY, UNLESS OTHERWISE NOTED.

5. TRANSVERSE CONSTRUCTION JOINTS SHALL BE USED AT THE END OF EACH DAY'S PAVING AND WHERE INTERRUPTIONS SUSPEND OPERATIONS FOR 30 MINUTES OR

MORE.

6. PAVEMENTS TO BE REMOVED SHALL BE SAWCUT TO A NEAT LINE, MINIMUM 1-1/2" DEEP, AND THE PAVEMENT REMOVED IN SUCH A MANNER AS TO PRESERVE THE

EXISTING TRANSVERSE REINFORCING STEEL TO THE MAXIMUM EXTENT POSSIBLE.

7. CURB AND GUTTER SHALL BE INTEGRAL WITH THE PAVEMENT AND HAVE THE SAME COMPRESSIVE STRENGTH.

8. PAVEMENT REINFORCEMENT SHALL BE #3 BARS, SPACED AT 18 INCHES CENTER TO CENTER EACH WAY EXCEPT WHERE OTHERWISE NOTED IN THE PLANS.

9. BAR LAPS SHALL BE 30 DIAMETERS IN LENGTH.

10. STRIPES SHALL BE 4 INCHES WIDE, UNLESS OTHERWISE NOTED.

11. INSTALLATION AND PLACEMENT OF IRRIGATION SLEEVES AND UTILITY CONDUITS SHALL BE IN ACCORDANCE WITH LANDSCAPE ARCHITECT AND MEP PLANS.

12. SIDEWALKS AND ACCESSIBLE ROUTES SHALL HAVE A RUNNING SLOPE NO GREATER THAN 5% (UNLESS OTHERWISE NOTED) AND A CROSS SLOPE NO GREATER THAN 2%.

13. CONTRACTOR TO REMOVE AND REPLACE ALL SIGNAGE AND STRUCTURES IN CONFLICT WITH NEW CONSTRICTION.

HARDSCAPE NOTES:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THEMSELF FAMILIAR WITH UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. CONTRACTOR SHALL

TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES.

2. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT GRADE DIFFERENCES EXIST THAT MAY NOT

HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER.

CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS.

PIPING, CONDUIT, SLEEVES, ETC. SHALL BE SET IN PLACE PRIOR TO INSTALLATION OF CONSTRUCTION ITEMS.

4. REFER TO CITY AND/OR COUNTY STANDARD PLANS AND SPECIFICATIONS WHERE APPLICABLE.

5. PROPERTY LINES AND LOT LINES SHALL BE VERIFIED PRIOR TO COMMENCING WORK.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF ANY EXISTING MATERIALS THAT ARE DAMAGED DURING CONSTRUCTION.

7. DIMENSIONS ARE FROM OUTSIDE FACE OF PAVING, WALLS, ETC. UNLESS OTHERWISE NOTED ON PLANS.

8. PRIOR TO INSTALLATION OF ANY CONSTRUCTION ITEM, FORMS WITH STEEL IN-PLACE AND COMPACTED SUBGRADE COMPLETE SHALL BE REVIEWED AND

ACCEPTED BY OWNER'S REPRESENTATIVE.

9. SEE GEOTECHNICAL REPORT FOR COMPACTION AND SUBGRADE PREPARATION UNDER PAVING, WALLS, AND FOOTINGS.

10. SEE STRUCTURAL ENGINEER'S DRAWINGS FOR FOOTINGS, REINFORCING, AND STRUCTURAL DESIGN INFORMATION AND CALCULATIONS.

11. SEE ELECTRICAL ENGINEER'S DRAWINGS FOR ELECTRICAL LAYOUT AND CIRCUITRY.

12. ELECTRICAL JUNCTION BOXES FOR LIGHTS SHALL BE IN PLANTING AREAS WHERE APPLICABLE AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE.

13. CONTRACTOR SHALL SUBMIT SAMPLES, CUT SHEETS, AND/OR SHOP DRAWINGS, AS REQUIRED, FOR HARDSCAPE IMPROVEMENTS AS INDICATED ON THE

DRAWINGS, THE MATERIALS SCHEDULE, SITE FURNISHINGS FURNISHINGS AND/OR SPECIFICATIONS PRIOR TO CONSTRUCTION FOR REVIEW AND APPROVAL

BY THE OWNER'S REPRESENTATIVE AND/OR AUTHORIZED CONSULTANT.

14. CONTRACTOR SHALL CONSTRUCT MOCK-UPS, AS REQUIRED, IN THE SIZE AND LOCATION INDICATED BY THE DRAWINGS, SPECIFICATIONS, AND/OR AS

DIRECTED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION FOR REVIEW AND APPROVAL BY THE OWNER'S REPRESENTATIVE AND/OR

AUTHORIZED CONSULTANT. MOCK-UPS SHALL SERVE AS THE 'FINISHES' QUALITY CONTROL FOR THE INSTALLATION OF HARDSCAPE IMPROVEMENTS.

15. ELEVATIONS SHOWN ON HARDSCAPE PLANS AND DETAILS ARE TO ILLUSTRATE RELATIVE RELATIONSHIPS BETWEEN ADJACENT HARDSCAPE ELEMENTS

ONLY. ELEVATIONS SHOWN ON HARDSCAPE PLANS AND DETAILS ARE NOT FOR CONSTRUCTION REFER TO CIVIL ENGINEER AND ARCHITECT'S DRAWINGS

FOR ACCURATE ELEVATIONS.

LANDSCAPE NOTES:

1. CONTRACTOR SHALL VERIFY EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE OF ANY DISCREPANCIES.

2. CONTRACTOR SHALL LOCATE EXISTING UNDERGROUND UTILITIES AND NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE OF ANY CONFLICTS. CONTRACTOR

SHALL EXERCISE CAUTION WHEN WORKING IN THE VICINITY OF UNDERGROUND UTILITIES.

3. EXISTING LANDSCAPE TO REMAIN SHALL BE PROTECTED IN-PLACE. CONTRACTOR SHALL REPAIR AND REPLACE ANY DAMAGED OR DISTURBED LANDSCAPE

AND IRRIGATION TO REMAIN.

4. CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE AWAY FROM STRUCTURES.

5. MAINTAIN PLANTING BEDS 12" BELOW THE TOP OF SIDEWALKS AND CURBS. MAINTAIN PLANTER BEDS 3" BELOW TOP OF PLANTERS.

6. CONTRACTOR SHALL PROVIDE BID PROPOSAL LISTING UNIT PRICES FOR MATERIALS PROVIDED.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING REQUIRED LANDSCAPE AND IRRIGATION PERMITS.

8. THE OWNER, TENANT AND THEIR AGENT SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE MAINTENANCE OF LANDSCAPE.

9. LANDSCAPE SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER. THIS SHALL INCLUDE MOWING, EDGING, PRUNING, FERTILIZING, WATERING,

WEEDING AND OTHER SUCH ACTIVITIES COMMON TO LANDSCAPE MAINTENANCE.

10. LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, LITTER, WEEDS AND OTHER SUCH MATERIAL OR PLANTS NOT PART OF THIS PLAN.

11. PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR.

12. PLANT MATERIAL WHICH DIES SHALL BE REPLACED WITH PLANT MATERIAL OF EQUAL OR BETTER VALUE.

13. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF BERMUDA GRASS IN ALL DISTURBED AREAS NOT OTHERWISE REQUIRED

TO HAVE PAVING OR OTHER LANDSCAPE MATERIAL.

NOTE: TREES SHALL HAVE STRAIGHT TRUNKS AND BE MATCHING WITHIN VARIETIES. PLANT LIST IS AN AID TO BIDDERS ONLY. CONTRACTOR SHALL VERIFY

QUANTITIES ON PLAN. HEIGHT AND SPREADS ARE MINIMUMS. PLANT MATERIAL SHALL MEET OR EXCEED REMARKS AS INDICTED. CONTRACTOR TO PROVIDE

SUBMITTAL FOR PLANT MATERIAL. NO TREES SHALL BE PLANTED WITHIN 5' (HORIZONTALLY) FROM ANY PUBLIC UTILITY.

MATERIALS LEGEND: (PROVIDE SHOP DRAWINGS / SUBMITTALS FOR EACH ITEM)

L1.0

A

1

L1.1

X-1

L1.1

A

L402

A

H-1

HARDSCAPE MATERIALS

PEDESTRIAN CONCRETE PAVING:

LOCATED BETWEEN TRAIL AND PLAYGROUND

COLOR: STANDARD GRAY

THICKNESS: 5"

TEXTURE/FINISH: MEDIUM BROOM FINISH

INSTALLATION: PER DETAIL SHEET L3.1

SPORT COURT OVERLAY:

LOCATED AT TENNIS/BASKETBALL COURTS

SUPPLIER: SIPLAST, OR APPROVED EQUAL

COLOR: VARIES PER DETAIL SHEET L3.2

THICKNESS: VARIES/SLOPE TO DRAIN

INSTALLATION: PER MANUFACTURES SPECS.

H-2

P-1

PAVILIONS

PAVILION (10'x15'):

LOCATED NEXT TO THE PLAYGROUND

SUPPLIER: CLASSIC RECREATION OR APPROVED EQUAL

MODEL: MESA 10'x15'

CONTACT: KIM NEAL 214.505.6235

TEXTURE/FINISH: FRAMES AND POST COLOR TO

BE BLACK, STANDARD MULTI

RIB ROOF WITH 12" PANELS

COLOR TO BE TERRA COTTA

INSTALLATION: PER DETAIL SHEET L3.3

EXISTING PAVILION AT SPORTS COURT:

LOCATED ON RESTROOM AND PAVILION

SUPPLIER: CLASSIC RECREATION, OR APPROVED EQUAL

CONTACT: KIM NEAL 214.505.6235

TEXTURE/FINISH: STANDING SEAM METAL ROOF

INSTALLATION: PER DETAIL SHEET L3.1

P-2

NOTE: APPROVED EQUAL ITEMS MAY BE APPROVED BY THE OWNERS AUTHORIZED REPRESENTATIVE (O.A.R.). THE O.A.R. HAS THE ABILITY TO APPROVE OR DENYITEMS BASED ON QUALITY, VISUAL APPEARANCE, COST, DELIVERY, CONSTRUCTION METHODS, WARRANTIES, OR ANY OTHER CRITERIA THAT IS IN THE BESTINTEREST OF THE OVERALL PROJECT. APPROVED EQUALS MUST BE APPROVED BY O.A.R. PRIOR TO BID OPENING. APPROVED VENDORS WILL BE DISTRIBUTEDTO THE PLAN HOLDERS LIST.

SITE FURNISHING MATERIALS

F-2 PICNIC TABLE:

LOCATED AT PLAYGROUND PAVILION

COLOR: BLACK STEEL, WALNUT SLATS

VENDOR: DUMOR, OR APPROVED EQUAL

MODEL: TABLE77

INSTALLATION: PER MANUFACTURERS SPECS.

F-3 TENNIS NETTING:

LOCATED AT TENNIS COURT

COLOR: BLACK POLES, WHITE NETTING

VENDOR: DOUGLAS, OR APPROVED EQUAL

MODEL: PREMIER SQ TENNIS POST, 3"SQ

INSTALLATION: PER MANUFACTURERS SPECS.

F-4 BASKETBALL GOALS:

LOCATED AT BASKETBALL COURT

COLOR: BLACK POLES

VENDOR: DOUGLAS, OR APPROVED EQUAL

MODEL: 4-1/2" O.D. GOOSNECT POST

INSTALLATION: PER MANUFACTURERS SPECS.

F-1 VINYL COATED CHAIN LINK FENCING:

LOCATED AT TENNIS COURTS

COLOR: BLACK

HEIGHT: 4'HT, 10' HT.

INSTALLATION: PER DETAIL SHEET L3.1 AND

MANUFACTURERS SPECS.

TBM #1

TBM #2

CURB

/GU

TTER

CURB

/GU

TTER

CURB

/GU

TTER

RAMP

RAMP

CO

CK

ER

ELL D

RIV

E

EXISTING

TREES

EXISTING

TREES

EXISTING

PLAYGROUND

EXISTING 4'

CONCRETE

PAVEMENT

EXISTING

LIGHT POLE

EXISTING 4'

CONCRETE

PAVEMENT

EXISTING

LIGHT POLE

EXISTING 4'

CONCRETE

PAVEMENT

EXISTING CHAIN-LINK

BASEBALL BACKSTOP

EXISTING CONCRETE

PAVEMENT

EXISTING CONCRETE

PAVEMENT

EXISTING DRINKING

FOUNTAIN

EXISTING

LIGHT POLE

EXISTING CONCRETE

PAVEMENT

EXISTING PAVILION

EXISTING ELECTRICAL

OVERHEAD TRANSMITION

TOWER

EXISTING TREE

EXISTING 4'

CONCRETE

PAVEMENT

EXISTING PARKING

EXISTING

PARK ROAD

EXISTING TREE

EXISTING PARKING

EXISTING

PARK ROAD

EXISTING TREES

EXISTING

TREE

EXISTING CONCRETE

PAVEMENT

EXISTING PAVILION

EXISTING TREE

EXISTING RESTROOM

BUILDING

EXISTING LIGHT POLE

EXISTING LIGHT POLE

EXISTING

LIGHT POLE

EXISTING CONCRETE

PAVEMENT

ExistingConditions Plan

L0.140' 80'

rc

2021

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submittals / revisions

detaildateno.

la terra studio, inc.

lts project number

date

drawn by

checked by

registration

sheet title

sheet number

20035

09.10.2021

mb

sm

la terra studio

2712 swiss avenue ~ studio A

www.laterrastudio.com214.749.0333 dallas, texas ~ 75204

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SURVEY INFORMATION

THE EXISTING INFORMATION DEPICTED HERON, PROVIDED BYSURVEY PREPARED BY TxO SURVEYING AND CONSULTING,ABILENE, TEXAS. DATED FEBRUARY 2021.

BENCHMARK INFORMATION

THE FOLOWING MONUMENTS EXIST ALONG THE SURVEYTRAVERSE AND ARE THE BASIS FOR HORIZONTAL ANDVERTICAL DATA HERON.

TBM #1 12" REBAR NORTHWEST OF SITE NEAR THE

NORTHEAST CORNER OF A PARKING AREA.N - 6850216.1E - 1592300.4ELEVATION:1686

TBM #2 12" REBAR SOUTHEAST OF SITE NEAR THE

NORTHWEST CORNER OF A PARKING AREA.N - 6849835.5E - 1592968.1ELEVATION:1687

NOTE:

LA TERRA STUDIO TO PROVIDE DIGITAL SURVEY FILE

FOR REFERENCE ONLY. ITEMS SHOULD BE LAID OUT

PER DRAWINGS AND ANY DISCREPANCY IS TO BE

BROUGHT TO THE LANDSCAPE ARCHITECT'S

ATTENTION PRIOR TO CONSTRUCTION.

TP TP TP TP TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

EC

EC

EC

ECEC

EC

EC

EC

EC

EC

ECEC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

EC

ECECECECECECECECECECECEC

ECEC

ECEC

ECEC

ECEC

(204 SF) EXISTING PAVILION

ROOF AND WOOD ROOF

STRUCTURE TO BE REMOVED

(435 L.F.) EXISTING 10' HT.

CHAINLINK FENCE

TO BE REMOVED

(150 L.F.) EXISTING 10' HT.

CHAINLINK FENCE

TO BE REMOVED

(1,043 SF) EXISTING RESTROOM

ROOF AND WOOD ROOF

STRUCTURE TO BE REMOVED

10

L3.1

SILT SOCK

10

L3.1

SILT SOCK

11

L3.1

TREE

PROTECTION

10

L3.1

SILT SOCK

11

L3.1

TREE

PROTECTION

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

EC

EC

EC

EC

ECEC

EC

EC

EC

10

L3.1

SILT SOCK

11

L3.1

TREE

PROTECTION

11

L3.1

TREE

PROTECTION

40' 80'

rc

2021

la t

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submittals / revisions

detaildateno.

la terra studio, inc.

lts project number

date

drawn by

checked by

registration

sheet title

sheet number

20035

09.10.2021

mb

sm

la terra studio

2712 swiss avenue ~ studio A

www.laterrastudio.com214.749.0333 dallas, texas ~ 75204

urban design planninglandscape architecture

par

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Site Preparation& Demolition Plan

L0.20

1

SITE PREPARATION AND DEMOLITION PLAN ENLARGEMENT

2

SITE PREPARATION AND DEMOLITION PLAN ENLARGEMENT

20' 40'0

20' 40'0

SITE PREPARATION LEGEND:

EXISTING TREE

EXISTING TREETO BE REMOVED

FENCING TO BE REMOVED

ROOF TO BE REMOVED

TREE PROTECTION

EROSION CONTROL

TP TP

EC EC

CO

CK

ER

ELL D

RIV

E

TBM #1

TBM #2

Site Plan

L1.140' 80'

rc

2021

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ights

Reserv

ed

©

submittals / revisions

detaildateno.

la terra studio, inc.

lts project number

date

drawn by

checked by

registration

sheet title

sheet number

20035

09.10.2021

mb

sm

la terra studio

2712 swiss avenue ~ studio A

www.laterrastudio.com214.749.0333 dallas, texas ~ 75204

urban design planninglandscape architecture

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L1.2

1

L1.2

2

F-3 TENNIS NETTING

H-2

SPORTS COURT

OVERLAY

F-1

10' VINYL COATED

CHAIN LINK FENCE

P-2NEW BUILDING ROOF

P-2NEW PAVILION ROOF

F-4BASKETBALL GOALS

F-4BASKETBALL GOALS

H-2

SPORTS COURT

OVERLAY

F-1

4' VINYL COATED

CHAIN LINK FENCE

F-1

4' VINYL COATED

CHAIN LINK FENCE

F-1

10' VINYL COATED

CHAIN LINK FENCE

H-1

PEDESTRIAN

CONCRETE

PAVING

P-1 PAVILION

F-2

PICNIC

TABLES

40' 80'

rc

2021

la t

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ights

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submittals / revisions

detaildateno.

la terra studio, inc.

lts project number

date

drawn by

checked by

registration

sheet title

sheet number

20035

09.10.2021

mb

sm

la terra studio

2712 swiss avenue ~ studio A

www.laterrastudio.com214.749.0333 dallas, texas ~ 75204

urban design planninglandscape architecture

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Site PlanEnlargements

L1.20

1

SITE PLAN ENLARGEMENT

2

SITE PLAN ENLARGEMENT

20' 40'0

20' 40'0

NOTE:

SPORT COURT OVERLAY IS TO BE APPLIED ON TOP

THE ENTIRE EXISTING CONCRETE SPORT COURTS

AND THE NEW CONCRETE MOW STRIP UNDER THE

VINYL COATED CHAIN LINK FENCING.

TBM #1

TBM #2

CURB

/GU

TTER

CURB

/GU

TTER

CURB

/GU

TTER

RAMP

RAMP

CO

CK

ER

ELL D

RIV

E

L2.2

1

L2.2

2

Layout &Dimension Plan

L2.140' 80'

rc

2021

la t

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All R

ights

Reserv

ed

©

submittals / revisions

detaildateno.

la terra studio, inc.

lts project number

date

drawn by

checked by

registration

sheet title

sheet number

20035

09.10.2021

mb

sm

la terra studio

2712 swiss avenue ~ studio A

www.laterrastudio.com214.749.0333 dallas, texas ~ 75204

urban design planninglandscape architecture

par

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0

12'-1"

20'-0"

EXISTING RESTROOM

BUILDING TO RECEIVE

NEW ROOF

(REF. ARCHITECTURE)

EXISTING PAVILION

TO RECEIVE NEW

ROOF

EXISTING PAVILION TO REMAIN.

BASE NEW ROOFS AND NEW

PAVILION ON THE ARCHITECTURAL

STYLE OF THIS PAVILION.

199'-7"

11'-0"50'-0"

20'-0"50'-0"

6'-7" 12'-0"36'-0"

14'-0"

6"

15'-4"

84'-0"

13'-8"

17'-6"

38'-11"

12'-0"

38'-11"

17'-6"

62'-0"

62'-0"

17'-6"

33'-11"

11'-0"

11'-0"

51'-6"

OP

EN

IN

G"

48'-5"

113'-0"

14'-1"

20'-0"

4'-11"

11'-8"

10'-4"

30'-0"

21'-7"

15'-0"

30'-0"

17'-0"

42'-4"8'-1"

23'-5"

78'-0"

23'-5"

6"

6"

1

0

'

-

0

"

1

5

'

-

0

"

10'x15' PAVILION

2

2

'

-

0

"

2

9

'

-

0

"

40' 80'

rc

2021

la t

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ights

Reserv

ed

©

submittals / revisions

detaildateno.

la terra studio, inc.

lts project number

date

drawn by

checked by

registration

sheet title

sheet number

20035

09.10.2021

mb

sm

la terra studio

2712 swiss avenue ~ studio A

www.laterrastudio.com214.749.0333 dallas, texas ~ 75204

urban design planninglandscape architecture

par

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Layout & DimensionPlan Enlargements

L2.20

1

LAYOUT AND DIMENSION PLAN ENLARGEMENT

2

LAYOUT AND DIMENSION PLAN ENLARGEMENT

20' 40'0

20' 40'0

4

L3.1

10' HT. VINYL COATED

CHAIN LINK FENCE

6

L3.1

4' HT. VINYL COATED

CHAIN LINK FENCE

SURFACE MOUNTED

3

L3.2

TENNIS COURT

1

L3.2

FULL COURT

BASKETBALL

COURT

2

L3.2

HALF COURT

BASKETBALL

COURT

2

L3.2

HALF COURT

BASKETBALL

COURT

1

L3.1

CONCRETE

PAVEMENT

5

L3.1

4' HT. VINYL COATED

CHAIN LINK FENCE

4

L3.1

10' HT. VINYL COATED

CHAIN LINK FENCE

5

L3.1

4' HT. VINYL COATED

CHAIN LINK FENCE

7

L3.2

CONCRETE MOW STRIP

7

L3.2

CONCRETE MOW STRIP

NOTE:

SPORT COURT OVERLAY IS TO BE APPLIED ON TOP

THE ENTIRE EXISTING CONCRETE SPORT COURTS

AND THE NEW CONCRETE MOW STRIP UNDER THE

VINYL COATED CHAIN LINK FENCING.

GENERAL NOTES:

1. PAVING TO HAVE A MINIMUM 1/8" PER FOOT AND MAX.

OF 1/4" PER FOOT CROSS SLOPE AS SHOWN.

2. THE MATERIALS AND WORKMANSHIP FOR CONCRETE

PAVING SHALL BE IN ACCORDANCE WITH THE CITY OF

ABILENE SPECIFICATIONS.

3. PAVEMENT TO HAVE A 8' MINIMUM CLEARANCE ABOVE

PAVEMENT.

4. ALL AREAS OF TRAIL TO MEET TEXAS ACCESSIBILITY

STANDARDS.

CWIDTH VARIES (REF. PLAN)

C

3"

3"

1

2

" MAX.

OR SOD

THICKNESS

CONSTRUCTION NOTES:

A. 4,000 PSI CONCRETE PAVING

B. MEDIUM BROOM FINISH

C. 5' MINIMUM AREA OF RESODDING AS NOTED. (UNLESS MORE

AREA IS DAMAGED DURING CONSTRUCTION)

D. FINISH GRADE, PROVIDE POSITIVE DRAINAGE AWAY FROM

CONCRETE; SLOPE SWAY FROM TRAIL AT MAX. 2%.

E. #3 BAR @ 12" O.C. MAX. BOTH WAYS.

F. COMPACT SUB GRADE TO 95% STANDARD PROCTOR

DENSITY, CUSHION SAND NOT ALLOWED.

5" CONCRETE PAVEMENT

A & B

E

CENTER REBAR

IN CONCRETE

F

R

1

2

"

D

1

Scale: 3/4"=1'-0"

CONRETE PEDESTRIAN PAVEMENT DETAIL

5"

9" 9"

GENERAL NOTES:

1. LOCATE EXPANSION JOINTS ON MAXIMUM 96' CENTERS.

CONSTRUCTION NOTES:

A. #4 SMOOTH DOWEL 18" LONG EACH LUBRICATED WITH

CAP @ 12" O.C. WITH CAP; BARS 6" FROM EDGE OF TRAIL.

B. INSTALL REDWOOD EXPANSION JOINT BOARD WITH

1

2

"

STRIP OUT CAP. FILL EXPANSION JOINTS WITH

SONNEBORN SONOLASTIC SEALANT SYSTEM.

CONTRACTOR TO SUBMIT COLOR SAMPLES.

C. 5" CONCRETE PAVING WITH #3 BAR @ 18" O.C. BOTH

WAYS.

5"

AB C

3

Scale: 1"=1'-0"

EXPANSION JOINT

GENERAL NOTES:

1. CONTROL JOINT SPACING SHALL BE WIDTH OF

PAVING OR AS SHOWN ON THE PLANS.

CONSTRUCTION NOTES:

A. SAWED CONTROL JOINTS 2" DEEP x

3

16

" WIDE ON

10'-0" CENTERS MAX. OR AS SHOWN ON PLANS.

B. #3 REBAR @ 18" O.C. BOTH WAYS.

C. ALL CUTS SHALL BE EARLY ENTRY 6 HR. MAX

CURING PRIOR TO CUT.

A B

PAVEMENT AS SPECIFIED

2

Scale: 1"=1'-0"

CONTROL JOINT / SAWCUT

NOTES:

1. PRIOR TO PLACING THE WOOD SLATS, WRAP THE FIRST 6' OF

THE TRUNK WITH ORANGE PLASTIC CONSTRUCTION FENCE

WITH A MINIMUM OF 4 LAYERS.

2. AFTER WOOD SLATS ARE IN PLACE WRAP THE OUTER

ORANGE PLASTIC CONSTRUCTION FENCE ON TOP OF WOOD

SLATS WITH AN OVERLAP OF 12" AND TIE WITH WIRE.

EXISTING TREE TRUNK

2"x4" WOOD SLATS,

A MIN. OF 3" BETWEEN

WOOD SLATS, WITH A MIN.

OF 3 SLATS PER TREE

ORANGE PLASTIC

CONSTRUCTION FENCE.

3 LAYERS OF FENCING

MINIMUM WRAPPED TO

THE OUTSIDE SLATS.

SECTION A

3" MIN.

WOOD SLAT

SPACING

SECTION

PLAN

10

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

SILT SOCK DETAIL

2'-0"

OVERLAP

12"

12"

2"x2" WOODEN STAKES AT

4' O.C. SPACING MAX. OR

PER MANUFACTURER'S

INSTALLATION INSTRUCTIONS

SILT SOCK WITH COMPOST FILL

(REFERENCE NOTE #1)

FLOW

45°-90°

INSTALL ANOTHER SOCK OR

CURL UPHILL AT 45°-90° FROM

FLOW DIRECTION

NOTES:

1. REFERENCE PLAN AND/OR TECHNICAL SPECIFICATIONS

FOR SILT SOCK SIZE, FILL MATERIAL AND APPROVED

MANUFACTURERS.

2. SILT SOCK SHALL BE PLACED AT LOCATIONS INDICATED

ON THE PLANS AND SHOULD BE INSTALLED PARALLEL

TO THE BASE OF THE SLOPE OR OTHER AFFECTED

AREA.

3. THE CONTRACTOR SHALL MAINTAIN THE SILT SOCK IN A

FUNCTIONAL CONDITION AT ALL TIMES AND IT SHALL BE

ROUTINELY INSPECTED. REPAIR OR REPLACEMENT

SHALL BE MADE PROMPTLY AS NEEDED.

4. THE CONTRACTOR SHALL REMOVE SEDIMENTS

COLLECTED AT THE BASE OF THE SILT SOCK WHEN

THEY REACH 1/3 OF THE EXPOSED HEIGHT OF THE

DEVICE OR AS DIRECTED BY THE OWNER'S

REPRESENTATIVE. SEDIMENT TRAPPED BY THIS

PRACTICE SHALL BE DISPOSED OF IN AN APPROVED

SITE IN A MANNER THAT WILL NOT CONTRIBUTE TO

ADDITIONAL SILTATION.

2"x2" WOODEN STAKES AT 4' O.C. SPACING

MAX. OR PER MANUFACTURER'S

INSTALLATION INSTRUCTIONS

SILT SOCK WITH COMPOST FILL

(REFERENCE NOTE #1)4"

12" MIN.

AR

EA

TO

BE

PR

OT

EC

TE

D

WO

RK

AR

EA

5

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

4' CHAIN LINK FENCE

1'-0"

4'-0

"2

'-0

"

10'-0" BETWEEN POSTS (TYP.)

KNUCKLED SELVAGE

ON BOTTOM

CONCRETE FOOTING (TYP.)

KNUCKLED SELVAGE ON TOP

TOP RAIL 1

5

8

" O.D. NOM. GALV. PIPE

LINE POSTS 4" O.D. NOM.

SCH. 40 GALV. PIPE

9 GA. STEEL TIE WIRES EVERY 18"

ON TOP, MIDDLE AND BOTTOM RAIL

BOTTOM RAIL 1

5

8

" O.D. NOM.

SCH. 40 PIPE

CONCRETE MOW STRIP (TYP.)

SLOPE TO DRAIN

TENSION BAR

TENSION BAR CLIPS

@12" O.C. (TYP.)

END, CORNER & PULL POST

4" O.D. NOM. GALV. PIPE SCH. 40

PROVIDE DOME CAPS

WITH SET SCREWS (TYP.)

5"

1

1

2

" 9GA

FUSE-BONDED

VINYL COATED

WIRE MESH

4

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

10' CHAIN LINK FENCE

KNUCKLED

SELVAGE ON

BOTTOM

10'-0" BETWEEN POSTS (TYP.)

5'-0

"5'-0

"

10'-0

"

3'-6

"

1'-6" 1'-0"

CONCRETE FOOTING (TYP.)

KNUCKLED SELVAGE

ON TOP

TOP RAIL 1

5

8

" O.D. NOM. GALV. PIPE

LINE POSTS 4" O.D. NOM. SCH. 40 GALV. PIPE

9 GA. STEEL TIE WIRES EVERY 18"

ON TOP, MIDDLE AND BOTTOM RAIL

MIDDLE AND BOTTOM RAIL

1

5

8

" O.D. NOM. SCH. 40 PIPE

CONCRETE MOW STRIP (TYP.)

SLOPE TO DRAIN

TENSION BAR

TENSION BAR

CLIPS @12"

O.C. (TYP.)

1

1

2

" 9GA

FUSE-BONDED

VINYL COATED

WIRE MESH

END, CORNER & PULL POST

6" O.D. NOM. GALV. PIPE SCH. 40

PROVIDE DOME CAPS

WITH SET SCREWS (TYP.)

1

1

2

" 9GA

FUSE-BONDED

VINYL COATED

WIRE MESH

5"

8

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

TENNIS POST/NET DETAIL

POST CAP

SET SCREW

COLLAR

EYEBOLTS

CABLE

CABLE HOOK

TENNIS NET

GROMMET

CENTER STRAP HOOKED

TO CENTER ANCHOR

3'-6"

3'-0"

1'-6"

2'-0"

1'-6"

CENTER ANCHOR

CENTER STRAP

CONCRETE FOOTING

3" SQ. POST

CONCRETE PAVEMENT

42'-0"

9

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

BASKETBALL GOAL

4'-0"

10'-0"

2'-0"

BASKETBALL BACKBOARD

(SEE SPECIFICATIONS FOR

MANUFACTURER AND

MODEL NUMBER)

BASKETBALL GOAL

(SEE SPECIFICATIONS

FOR MANUFACTURER

AND MODEL NUMBER)

4'-0"

4

1

2

" O.D. GOOSENECK

GALVANIZED STEEL

BASKETBALL POST

(SEE SPECIFICATIONS FOR

MANUFACTURER AND

MODEL NUMBER)

CONCRETE FOOTING

1

2

" JOINT

FILLER

COMPACTED

SUBGRADE 95% MAX.

DENSITY ASTM D698

BAND CLAMP

FINISH GRADE (TOP OF SLAB)

SET SCREWS

BACKBOARD

SUPPORT

BRACE

6

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

4' CHAIN LINK FENCE SURFACE MOUNT

4'-0"

10'-0" BETWEEN POSTS (TYP.)

KNUCKLED SELVAGE

ON BOTTOM

KNUCKLED SELVAGE ON TOP

TOP RAIL 1

5

8

" O.D. NOM. GALV. PIPE

LINE POSTS 4" O.D. NOM.

SCH. 40 GALV. PIPE

9 GA. STEEL TIE WIRES EVERY 18"

ON TOP, MIDDLE AND BOTTOM RAIL

BOTTOM RAIL 1

5

8

" O.D. NOM.

SCH. 40 PIPE

EXISTING CONCRETE PAVEMENT

TENSION BAR

TENSION BAR CLIPS

@12" O.C. (TYP.)

END, CORNER & PULL POST

4" O.D. NOM. GALV. PIPE SCH. 40

PROVIDE DOME CAPS

WITH SET SCREWS (TYP.)

SURFACE MOUNTING PLATE

1

2

"x3" ANCHOR BOLTS

1

1

2

" 9GA

FUSE-BONDED

VINYL COATED

WIRE MESH

7

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

CONCRETE MOW STRIP

FINISH GRADE

2-#4 BARS CONT.

DRY BRUSH FINISH

CONCRETE EDGING

UNDER FENCING

1

4

" PREMOLDED EXP. JT.

MATERIAL OR WRAPPED

3 TIMES WITH 15 LB

ROOFING FELT

FENCE POST

PROVIDE TOOL

JOINT AT EACH

POST

1" SLOPE FOR

DRAINAGE AT

FENCE POST

CONCRETE MOW STRIP

1'-0

"1

"

EXISTING CONCRETE

PAVEMENT

EXPANSION JOINT

CONCRETE FENCE

FOOTING

MOW STRIP AT POST

1'-0

"1

"

1'-0"

FINISH GRADE

2-#4 BARS CONT.

DRY BRUSH FINISH

CONCRETE EDGING

UNDER FENCING

EXPANSION JOINT

EXISTING CONCRETE

PAVEMENT

1" SLOPE FOR

DRAINAGE

FENCE POST (BEYOND)

#4 BAR - 18" LONG -

DOWEL 18" O.C.

EPOXY GROUT

MOW STRIP UNDER FENCE

11

Scale: N.T.S.

TREE PROTECTION DETAIL

4' HEIGHT ORANGESAFETY FENCING

SET METAL T-POSTSAS FENCE SUPPORTS**INSTALL &MAINTAIN PLASTICSAFETY CAPS

4'-0"

TREE PROTECTION NOTES:

1. EXISTING TREES SHOWN TO REMAIN ARE TO BE PROTECTED DURING CONSTRUCTION. ORANGE SAFETYFENCING (MIN. 4'-0" HEIGHT) SHALL BE INSTALLED AT THE DRIP LINE OF ALL TREES OR TREE GROUPS TOREMAIN. PARKING OF VEHICLES OR PERFORMING WORK WITHIN THESE AREAS, OTHER THAN SHOWN ONTHE PLAN, WILL NOT BE ALLOWED. THE TREE PROTECTION SHALL REMAIN DURING CONSTRUCTION.OTHER TREE PROTECTION MEASURES SHALL BE IN ACCORDANCE WITH THE CITY OF ABILENE STANDARDSAND ORDINANCES.

2. DISPOSAL OF ANY WASTE MATERIAL SUCH AS, BUT NOT LIMITED TO, PAINT, ASPHALT, OIL, SOLVENTS,CONCRETE, MORTAR, ETC., WITHIN THE CANOPY AREA OF ANY EXISTING TREES SHALL NOT BE ALLOWED.

3. NO ATTACHMENTS OR WIRES OF ANY KIND, OTHER THAN THOSE OF A PROTECTIVE NATURE, SHALL BEATTACHED TO ANY TREE.

4. NO FILL OR EXCAVATION OF ANY NATURE SHALL OCCUR WITHIN THE DRIP LINE OF A TREE TO BEPRESERVED UNLESS THERE IS A SPECIFIED WELL OR RETAINING WALL SHOWN ON THE GRADING PLAN.

5. NO MATERIALS SHALL BE STORED WITHIN THE DRIP-LINE AREA OF A TREE TO BE PRESERVED.

6. T-POSTS ARE TO BE INSTALLED AND PROPERLY MAINTAINED WITH PROTECTIVE SAFETY CAPS IN PLACE.

7. FENCE TO BE MAINTAINED AND REPAIRED AS NEEDED DURING CONSTRUCTION.

8. NO CONSTRUCTION TRAFFIC, GRADING, STORAGE, OR WASTE DISPOSAL ALLOWED WITHIN THE FENCEDAREA AROUND TREES.

18

"

12

Scale: N.T.S.

TREE TRUNK PROTECTION

EXISTING GRADE

EXISTING TREE TRUNK

2"x4" WOOD SLATS,

A MIN. OF 3" BETWEEN

WOOD SLATS, WITH A MIN.

OF 3 SLATS PER TREE

ORANGE PLASTIC

CONSTRUCTION FENCE.

3 LAYERS OF FENCING

MINIMUM WRAPPED TO

THE OUTSIDE SLATS.

1'-0" FROM

LOWEST

BRANCH

4'-0

" M

IN

.

A

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09.10.2021

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2712 swiss avenue ~ studio A

www.laterrastudio.com214.749.0333 dallas, texas ~ 75204

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#20025

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2202

09.10.2021

Site Details

L3.1

1

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

FULL COURT BASKETBALL COURT DIMENSION LAYOUT

50'-0"

84

'-0

"

42

'-0

"4

2'-0

"

5'-3" 12'-0" 5'-3"

R 6'-0"

7'-0

"

19

'-0

"

12

"3

'-0

"3

'-0

"3

'-0

"

2"

2"

8"

15

'-0

"

R 6'-0"

R 19'-9"

COURT STRIPING

(TYP.)

COURT STRIPING

(TYP.)

7

L3.1

BASKETBALL GOAL

COURT

STRIPING

(TYP.)

COURT STRIPING

(TYP.)

NOTE:

ALL COURT STRIPPING

WILL BE WHITE AND

TO BE 2" IN WIDTH.

4'-0

"

25

'-0

"1

7'-0

"

R 3'-0"

COLOR,

BLUE

COLOR,

RED

COLOR,

LIGHT BLUE

COLOR,

LIGHT BLUE

COLOR,

RED

COLOR,

RED

COLOR,

LIGHT BLUE

COLOR,

BLUE

2

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

HALF COURT BASKETBALL COURT DIMENSION LAYOUT

50'-0"

25'-0"

30'-0"

5'-3" 12'-0" 5'-3"

7'-0"

19'-0"

12"

3'-0"

3'-0"

3'-0"

2"

2"

8"

15'-0"

R 6'-0"

R 19'-9"

COURT STRIPING

(TYP.)

7

L3.1

BASKETBALL

GOAL

4'-0"

NOTE:

ALL COURT STRIPPING

WILL BE WHITE AND

TO BE 2" IN WIDTH.

COURT STRIPING

(TYP.)

COURT

STRIPING

(TYP.)

COLOR,

RED

COLOR,

LIGHT BLUE

COLOR,

BLUE

36'-0"

78'-0"

6

L3.1

TENNIS POST

6

L3.1

TENNIS NET

3

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

TENNIS COURT COURT DIMENSION LAYOUT

4'-6"

39'-0"

27'-0"

13'-6" 4'-6"13'-6"

18'-0"

21'-0"

3'-0"

COURT STRIPING

(TYP.)

NOTE:

ALL COURT STRIPPING

WILL BE WHITE AND

TO BE 2" IN WIDTH.

COURT STRIPING

(TYP.)

8"

COLOR,

LIGHT BLUE

COLOR,

BLUE

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20035

09.10.2021

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la terra studio

2712 swiss avenue ~ studio A

www.laterrastudio.com214.749.0333 dallas, texas ~ 75204

urban design planninglandscape architecture

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Sports CourtsDimensional Layout

L3.2

NOTES:

· SPORT COURT OVERLAY IS TO BE APPLIED ON

TOP THE ENTIRE EXISTING CONCRETE SPORT

COURTS AND THE NEW CONCRETE MOW

STRIP UNDER THE VINYL COATED CHAIN LINK

FENCING.

· ANY COLOR NOT IDENTIFIED ON THE

BASKETBALL COURT AND TENNIS COURT

LAYOUTS IS TO BE GREEN

1

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

10'x15' PAVILION - PLAN

10'-0"

15'-0"

24 GA MULTI-RIB STEEL ROOF

24 GA FASCIA TRIM

PERIMETER BEAM

RIDGE BEAM

COMPRESSION RING

MAIN BEAM

EXTENSION BEAM

6"x6" COLUMN

3

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

10'x15' PAVILION - END ELEVATION

10'-0"

8'-0

"

9'-1

1 1

/2

"

12

4

24 GA MULTI-RIB STEEL ROOF

24 GA FASCIA TRIM

6"x6" COLUMN

FINISH GRADE

2

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

10'x15' PAVILION - ELEVATION

15'-0"

8'-0"

9'-11 1/2"

24 GA MULTI-RIB STEEL ROOF

24 GA FASCIA TRIM

6"x6" COLUMN

FINISH GRADE

12

4

4

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

1-BOLT SURFACE MOUNT FOOTING

4'-0

"

1'-6" DIA.

3" (TYP.)

STUB ELEC CONDUIT

PER LOCAL CODE

SEE COL DTL PLAN

FOR LOCATION IF REQ'D

(6) #5 VERTICAL REBAR

2500 PSI CONCRETE BY

CONTRACTOR

(1)

5

8

"x12" A-36 ALL THREAD

A-BOLT WITH (2) HEX NUTS

AND 8" MIN. EMBED BY

CONTRACTOR

#3 HORZ REBAR TIES

6" O.C. (3) IN TOP 5"

WASHER AND BASE PLATE

HEX NUT BY CONTRACTOR

HANDHOLE WITH COVER

6"x6" COLUMN

A-BOLT HOLE

ELEC CONDUIT

BASE PLATE

5"

EXPANSION

JOINT

FINISH

GRADE

1 7

/8

"

3" (T

YP

.)

NOTE:

CONTRACTOR TO PROVIDE

ENGINEERED SHOP DRAWING

FOR PAVILION FOOTINGS.

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2712 swiss avenue ~ studio A

www.laterrastudio.com214.749.0333 dallas, texas ~ 75204

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79

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Pro

ject

#20025

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09.10.2021

Pavilion Details

L3.3

A1.0FLOOR PLAN

2

2019

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sm

la terra studio

These documents are preliminary and

for "Pricing Only" and not intended for

construction, or permit purposes. They

were prepared by, or under the

supervision of:

MICHAEL BLACK, PLA

Texas Licence # 2202

2712 swiss avenue ~ studio A

www.laterrastudio.com214.749.0333 dallas, texas ~ 75204

urban design planninglandscape architecture

par

k im

pro

vem

ents

44

1 E

ast

Nort

h 7

th S

tree

t, A

bile

ne,

Tex

as

79

60

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Pro

ject

#20025

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DEMOLITION PLAN

1

REFLECTED CEILING PLAN

3

RR PLANS

ROOF PLAN

4

09.10.2021

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lts project number

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sheet title

sheet number

20035

08.25.2021

sm

la terra studio

These documents are preliminary and

for "Pricing Only" and not intended for

construction, or permit purposes. They

were prepared by, or under the

supervision of:

MICHAEL BLACK, PLA

Texas Licence # 2202

2712 swiss avenue ~ studio A

www.laterrastudio.com214.749.0333 dallas, texas ~ 75204

urban design planninglandscape architecture

par

k im

pro

vem

ents

44

1 E

ast

Nort

h 7

th S

tree

t, A

bile

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Tex

as

79

60

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Pro

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#20025

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EN

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A2.0

ELEV. DEMO

NORTH ELEVATION DEMO.NOT TO SCALE1

WEST ELEVATION DEMO.NOT TO SCALE2

EAST ELEVATION DEMO.NOT TO SCALE4

SOUTH ELEVATION DEMO.NOT TO SCALE3

DEMO. EXST'G ROOF STRUCTURE.REFER TO ELECTRICAL PLANS FOREXTENT OF ELECTRICAL DEMOLITION

REMOVE EXST'G BRICK @ INFILLEDAREAS. NOTE: REMOVE BRICK ALONGMORTAR JOINTS FOR SEAMLESSREPLACEMENT, TYP.

DEMO. EXST'G HANDRAILS. VERIFYRAMP SLOPE. IF MORE THAN 5%,DEMO. RAMP & SIDEWALK TO ALLOWFOR NEW MAX. 5% SLOPE RAMP

DEMO. EXST'G WINDOWS

DEMO. EXST'G ROOF STRUCTURE.REFER TO ELECTRICAL PLANS FOREXTENT OF ELECTRICAL DEMOLITION

DEMO. EXST'G WINDOWS

DEMO. EXST'G WINDOWS

DEMO. EXST'G ELEC. PANEL & STEELBOX. RELOCATE METER IF NECESSAR.REFER TO ELECTRICAL PLANS FOREXTENT OF ELECTRICAL DEMOLITION

DEMO. WALL AREA AS SHOWN ONPLAN FOR NEW DOORS. REFER TOFLOOR PLAN FOR OPENING SIZE.

REMOVE EXST'G BRICK @ INFILLEDAREAS. NOTE: REMOVE BRICK ALONGMORTAR JOINTS FOR SEAMLESSREPLACEMENT, TYP.

DEMO. EXST'G ROOF STRUCTURE.REFER TO ELECTRICAL PLANS FOREXTENT OF ELECTRICAL DEMOLITION

DEMO. WALL AREA FOR NEW DOOR.DEMO. UP TO LOUVER OPENING ABOVE& USE EXST'G LOUVER LINTEL. REFERTO FLOOR PLAN FOR OPENING WIDTH

NOTE: THIS SHEET SHALL BE PRINTED IN COLOR

NOTE: POWER WASH EXST'G BRICK TOREMOVE ANY FLAKING/PEELING PAINT, PRIORTO INSTALLATION OF NEW CLADDING

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sheet title

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20035

08.25.2021

sm

la terra studio

These documents are preliminary and

for "Pricing Only" and not intended for

construction, or permit purposes. They

were prepared by, or under the

supervision of:

MICHAEL BLACK, PLA

Texas Licence # 2202

2712 swiss avenue ~ studio A

www.laterrastudio.com214.749.0333 dallas, texas ~ 75204

urban design planninglandscape architecture

par

k im

pro

vem

ents

44

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ast

Nort

h 7

th S

tree

t, A

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Tex

as

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Pro

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#20025

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A2.1

ELEV. NEW

NORTH ELEVATION NEWNOT TO SCALE1

WEST ELEVATION NEWNOT TO SCALE2

EAST ELEVATION NEWNOT TO SCALE4

SOUTH ELEVATION NEWNOT TO SCALE3

NOTE: THIS SHEET SHALL BE PRINTED IN COLOR

METAL PANEL ROOF AS SPEC'D, TYP. 6:12

6:126:12

6:12

6:12

6:12

126

126

126

126

126

126

12

6

126

126

126

126

EXST'G T.O.W. ELEVATION

6'-1" A.F.F.TOP OF WATER TABLE

EXST'G FINISH FLOOR

EXST'G T.O.W. ELEVATION

6'-1" A.F.F.TOP OF WATER TABLE

EXST'G FINISH FLOOR

EXST'G T.O.W. ELEVATION

6'-1" A.F.F.TOP OF WATER TABLE

EXST'G FINISH FLOOR

EXST'G T.O.W. ELEVATION

6'-1" A.F.F.TOP OF WATER TABLE

EXST'G FINISH FLOOR

WATER TABLE BY MANUF. STONEMNFR. TYP.

MANUFACTURED STONE CLADDING, TYP.

EXST'G CONC. PAVEMENT &FOUNDATION, TYP.

1x8 FIBER CEMENT FASCIA,PTD. TO MATCH METAL

STUCCO, TYP.

PAINTED STEEL TUBEBEAM, 8x12

PAINTED STEEL TUBECOLUMN, 4x8 TYP.

NEW STEEL SECURITY DOORS. PAINTNEW DOORS TO MATCH MANUF.STONE, TYP.

REFER TO ELECTRICAL PLAN FORRELOCATION OR REPLACEMENT OFELECTRICAL COMPONENTS, TYP.

PAINT EXST'G STEEL DOOR

PAINT EXST'G STEEL DOOR

NEW STEEL 1868 SECURITY DOOR.PAINT NEW DOORS TO MATCH MANUF.STONE, TYP. RE-WORK LOUVER ASNEEDED FOR DOOR

3'-0"TYP.

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park planninglandscape architecture

85922

JIM D. DALLAS

09/10/2021

Site Plan -Electrical

2021

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park planninglandscape architecture

85922

JIM D. DALLAS

09/10/2021

Floor Plans -Electrical

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park planninglandscape architecture

85922

JIM D. DALLAS

09/10/2021

Electrical Details& Schedules

2021

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park planninglandscape architecture

85922

JIM D. DALLAS

09/10/2021

ElectricalSpecifications

EA

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20035

04.30.2021

JDD

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www.laterrastudio.com214.749.0333 dallas, texas ~ 75204

urban design planninglandscape architecture

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Proj

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#20025

STEV

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Ph: 325 . 365 . 3725 Fx: 325 . 365 . 5278

NGINEERINGSSOCIATESA

E

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E XF TE

A T

S TO

DN S EI CE

L

85922

E

A S

IS S I O N A L E N G

P

JIM D. DALLAS

RO

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MP.00

M&P Specifications