REVISED PRELIMINARY DEVELOPMENT PLAN - TOWN SQUARE

SCALE IN FEET

050 25 50 100 150

Not For Construction

24 2

4

PROPOSEDDETENTIONPOND

PROPOSED TAKE 5OIL CHANGE1,415 SF

EXISTING

84

REVISED PRELIMINARYDEVELOPMENT PLAN -

TOWN SQUARE

AUGU

ST 23

, 202

1

C-1.1

PROP

OSED

TAKE

5OV

ERLA

ND P

ARK,

KAN

SAS

FOR

DRIV

EN A

SSET

S, LL

C59

10 N

CEN

TRAL

EXP

RESS

WAY,

SUI

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00DA

LLA,

TX 75

206

135TH STREET

67.00'

215.0

0'

215.0

0'

67.00'

SCALE IN FEET

020 10 20 40 60

SITE PLAN

Not For Construction

W 135TH STREET

AUGU

ST 23

, 202

1

C-1

PROP

OSED

TAKE

5OV

ERLA

ND P

ARK,

KAN

SAS

FOR

DRIV

EN A

SSET

S, LL

C59

10 N

CEN

TRAL

EXP

RESS

WAY,

SUI

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00DA

LLA,

TX 75

206

TAKE 5 OIL CHANGE3-BAY

1,415 S.F.

EXISTINGZAXBY'S

RELOCATEDBIORETENTION FACILITYPRELIMINARY VOLUME

PROVIDED = +/- 14,454 C.F.

49.83'

TAKE 5 TRACT+/- 0.33 AC.

5.00'

9.96'

3.66'

15.00

'6.11'

21.00

'

5.00'

15.00

'

10.00'

10.00

'

10.02'

LEGENDPROPERTY LINE

PROPOSED BUILDING

6" PIN-ON CURB

LIGHT POLE

STANDARD DUTYCONCRETE PAVEMENT

STAINEDCONCRETE

REFER TO SURVEY SHEETS FORLEGEND OF EXISTING FEATURES.

SITE NOTES1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL LOCAL REGULATIONS AND CODES AND O.S.H.A. STANDARDS.2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF

VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, PRECISE BUILDING DIMENSIONS AND EXACT BUILDINGUTILITY ENTRANCE LOCATIONS.

3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHYSTAND OF GRASS IS ESTABLISHED.

4. ALL CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'.5. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.6. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS

NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID.7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING

BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALLWORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SCOPEAND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.

8. SITE BOUNDARY, TOPOGRAPHY, AND UTILITY INFORMATION TAKEN FROM A SURVEY BY McCLURE ENGINEERINGCOMPANY.

9. REFER TO ARCH/MEP PLANS FOR SITE LIGHTING ELECTRICAL PLAN.10. SITE ZONING IS "CP-02" - PLANNED GENERAL BUSINESS DISTRICT.11. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING BENCHMARK.12. EXISTING UTILITY LINES SHOWN ARE APPROXIMATE LOCATIONS ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL

EXISTING UTILITY LINE LOCATIONS PRIOR TO ANY CONSTRUCTION.13. SEE COVER SHEET FOR LIST OF UTILITY COMPANIES AND CONTACT PERSONS.14. ALL DIMENSIONS TO BUILDING ARE TO OUTSIDE FACE OF BUILDING.15. ALL NECESSARY PERMITS AND APPROVALS FROM AGENCIES GOVERNING THE CONSTRUCTION OF THIS WORK SHALL

BE SECURED PRIOR TO BEGINNING CONSTRUCTION.16. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL AREAS INDICATED TO REMAIN UNDISTURBED OR

TO REMAIN AS BUFFERS, ALL PROPERTY CORNERS, AND REPLACING ALL PINS DAMAGED OR ELIMINATED DURINGCONSTRUCTION.

17. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OR DAMAGE TO ANY EXISTING IMPROVEMENTS DURINGCONSTRUCTION SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRSSHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS.

18. THE SITE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL UNDERGROUND UTILITIES WITH HIS WORK.ALL UNDERGROUND UTILITIES (WATER, SANITARY SEWER, STORM SEWER, ELECTRICAL CONDUIT, IRRIGATIONSSYSTEMS, AND ANY OTHER MISCELLANEOUS UTILITIES) SHALL BE IN PLACE PRIOR TO THE PLACEMENT OF BASECOURSE MATERIAL, AND THE PLACEMENT OF ANY APPROPRIATE SOIL STABILIZATION TECHNIQUE.

19. THE CONTRACTOR SHALL PROVIDE BOLLARDS FOR PROTECTION OF ALL ABOVE GROUND UTILITIES ANDAPPURTENANCES ADJACENT TO DRIVE AREAS.

20. ALL STRIPING SHALL COMPLY WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.

ADA DETAIL1" = 10'

CURB TRASITIONFROM 6.5" TO 0"

6.5" CURB

4" TRAFFIC BLUESTRIPE IN ACCESSIBLE

STALL (TYP)

ACCESSIBLEPARKING SYMBOL

ADA ACCESSIBLESIGN WITH BOLLARD.

SEE DETAIL

SLOPE IN ADAPARKING AREA NOT

TO EXCEED 1.50%

6' LONG ADA RAMP,MAX SLOPE 1"/FT

CONCRETE SIDEWALK

PARKING ANALYSISTAKE 5:PARKING REQUIREMENT: 4 SPACES PER 1000 S.F.TAKE 5 BUILDING: 1,415 S.F.

PARKING REQUIRED 6 SPACESPARKING PROVIDED 6 SPACES

(INCLUDING 1 ADA)ZAXBY'SPARKING REQUIREMENT: 4 SPACES PER 1000 S.F.

PLUS 1 SPACE PER 3 SEATSEXISTING BUILDING: 3,874 S.F. + 90 SEATSEXISTING PARKING REQUIRED: 46 SPACESEXISTING PARKING PROVIDED: 48 SPACESPROPOSED BUILDING: 3,874 S.F. + 84 SEATSPROPOSED PARKING REQUIRED: 44 SPACESPROPOSED PARKING PROVIDED: 44 SPACES*ZAXBY'S WILL REMOVE 6 SEATS.

CURB AND GUTTER(MATCH EXISTING)

5' WIDE CONCRETESIDEWALK2

410 EXISTINGPARKING SPACES

9.00'

ADA ACCESSTO BUILDING

+/- 8.03'

+/- 23

.89'

82.56

'

104.8

9'

9.00'

5.00'

VAN

17.00'

4" TRAFFIC BLUEINTERIOR STRIPING @

45° AND 2' O.C. (TYP)

BIORETENTIONWALL, MAX WALLHEIGHT = 5.0'

EXISTINGBIORETENTION FACILITY

TO BE REMOVED

128.53'

SITE DATA1. PROPOSED TAKE 5 TRACT: 0.33 ACRES2. CURRENT ZONING: "CP-2" PLANNED GENERAL

BUSINESS DISTRICT3. TAKE 5 BUILDING AREA: 1,415 S.F.4. TAKE 5 SITE FLOOR AREA RATIO: 0.105. BUILDING HEIGHT: APPROXIMATELY 20'6. CURRENT ZONING: CP-27. FLOOD NOTE: THIS PROPERTY LIES WITHIN

ZONE "X" PER FEMA FIRM MAP NO. 20091C0082G.

17.00'

217.00' 17.00'

4.83'

9.00'

45°45°

R10.00'

R15.00'

R10.00'

6" CONCRETEBOLLARD,REF ARCH

135TH STREET

67.00'

215.0

0'

215.0

0'

67.00'

CURB AND GUTTER(MATCH EXISTING)

2

410 EXISTINGPARKING SPACES

18.00'

9.00'

ADA ACCESSTO BUILDING

+/- 8.03'

+/- 23

.89'

82.94

'

104.8

9'

SCALE IN FEET

020 10 20 40 60

SITE PLAN

Not For Construction

W 135TH STREET

AUGU

ST 23

, 202

1

C-1.1

PROP

OSED

TAKE

5OV

ERLA

ND P

ARK,

KAN

SAS

FOR

DRIV

EN A

SSET

S, LL

C59

10 N

CEN

TRAL

EXP

RESS

WAY,

SUI

TE 16

00DA

LLA,

TX 75

206

TAKE 5 OIL CHANGE3-BAY

1,415 S.F.

EXISTINGZAXBY'S

RELOCATEDBIORETENTION FACILITYPRELIMINARY VOLUME

PROVIDED = +/- 14,454 C.F.

410.00'

TAKE 5 TRACT+/- 0.33 AC.

2

4' CONCRETESIDEWALK

5.00'

10.30'

3.99'

15.00' 18.00' 4.83'

15.00

'6.11'

21.00

'

5.00'

15.00

'

10.00'

10.00

'

10.02'

LEGENDPROPERTY LINE

PROPOSED BUILDING

6" PIN-ON CURB

LIGHT POLE

STANDARD DUTYCONCRETE PAVEMENT

STAINEDCONCRETE

REFER TO SURVEY SHEETS FORLEGEND OF EXISTING FEATURES.

CONCRETE SIDEWALK

BIORETENTIONWALL, MAX WALLHEIGHT = 5.0'

EXISTINGBIORETENTION FACILITY

TO BE REMOVED

128.86'

PARKING ANALYSISTAKE 5:PARKING REQUIREMENT: 4 SPACES PER 1000 S.F.TAKE 5 BUILDING: 1,415 S.F.

PARKING REQUIRED 6 SPACESPARKING PROVIDED 6 SPACES

(INCLUDING 1 ADA)ZAXBY'SPARKING REQUIREMENT: 4 SPACES PER 1000 S.F.

PLUS 1 SPACE PER 3 SEATSEXISTING BUILDING: 3,874 S.F. + 90 SEATSEXISTING PARKING REQUIRED: 46 SPACESEXISTING PARKING PROVIDED: 48 SPACESPROPOSED BUILDING: 3,874 S.F. + 84 SEATSPROPOSED PARKING REQUIRED: 44 SPACESPROPOSED PARKING PROVIDED: 44 SPACES*ZAXBY'S WILL REMOVE 6 SEATS.

SITE DATA1. PROPOSED TAKE 5 TRACT: 0.33 ACRES2. CURRENT ZONING: "CP-2" PLANNED GENERAL

BUSINESS DISTRICT3. TAKE 5 BUILDING AREA: 1,415 S.F.4. TAKE 5 SITE FLOOR AREA RATIO: 0.105. BUILDING HEIGHT: APPROXIMATELY 20'6. CURRENT ZONING: CP-27. FLOOD NOTE: THIS PROPERTY LIES WITHIN

ZONE "X" PER FEMA FIRM MAP NO. 20091C0082G.

9.00'

45°45°

R10.00'R10.00'

R15.00'

6" CONCRETEBOLLARD,REF ARCH

977.22 (EX)

977.12 (EX)

976.09 (EX)

973.75 (EX)

975.00

970.00

975.00

975.00

970.00

970.00

970.00975.00

977.42977.42

1

2

3

4

976.02976.50

976.25

977.11

977.42 977.42

976.51 (EX)975.75 (EX)

977.35

977.27 (EX)

976.95

975.50977.45977.50

977.14 (EX)977.15 (EX)

977.18 (EX) 977.02 (EX)

977.76 (EX)

977.24 (EX)

975

976

977

977

977

976

97597

4

976

977

972 973 974

976977

976.36

975.00

973.50

974.84

976.90977.10

6

5

1.9%

1.9%

2.6%

1.4%

1.9%

1.2%

4.2%

6.7%

2.2%

27.9%

23.9%

5.6%

976.50975.88

977

976

STORM DRAIN TABLESTRUCTURE

NUMBER

11-2

22-3

33-4

4

55-6

6

TYPE

CURB INLET

MANHOLE

CURB INLET

OPEN PIPE

OPEN PIPE

MANHOLE

GUTTER/CASTING ELEV

976.75

977.59

977.75

974.94

974.12

976.19

INVERTIN

973.33 (1)

973.19 (2)

973.16 (3)

970.65 (5)

ELEVATIONOUT

973.48 (2)

973.33 (3)

973.19 (4)

970.66 (6)

PIPE LENGTH

76'

71'

13'

6'

PIPE TYPE

15" HDPE

15" HDPE

15" HDPE

18" HDPE

PIPE SLOPE

0.20%

0.20%

0.20%

0.20%

SCALE IN FEET

020 10 20 40 60

GRADING PLAN

Not For Construction

AUGU

ST 23

, 202

1

C-2

PROP

OSED

TAKE

5OV

ERLA

ND P

ARK,

KAN

SAS

FOR

DRIV

EN A

SSET

S, LL

C59

10 N

CEN

TRAL

EXP

RESS

WAY,

SUI

TE 16

00DA

LLA,

TX 75

206

GRADING NOTES1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING FEATURES, INCLUDING REMOVAL OF ANY EXISTING

UTILITIES UNLESS OTHERWISE NOTED ON THE PLANS. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY LIMITS.2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS

SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANYEXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTSSHOWN ON THE PLANS.

3. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.4. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION.5. EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.6. IF ANY EXISTING STRUCTURES SHOWN TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE

CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TORETURN IT TO EXISTING CONDITIONS OR BETTER.

7. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT ANDCONTINUOUS GRADE.

8. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS.9. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY BHC RHODES. IF THE CONTRACTOR

DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THECONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TOTHE OWNER FOR REVIEW.

10. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL.CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALLSTABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OFVEGETATION IS ESTABLISHED.

11. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME.12. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARD OF OSHA DIRECTIVES OR ANY

OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES.

LEGEND - PROPOSEDIMPROVEMENTS

PROPERTY LINE

PROPOSED BUILDING

CONCRETE CURB

SANITARY SEWER LINE

GRADE FLOW LINE

SPOT ELEVATION958.50'

1.00%SLOPE ARROW

WATER LINE

GAS LINE

UNDERGROUNDELECTRICAL LINE

CONTOUR958

TAKE 5 OIL CHANGE3-BAY

1,415 S.F.F.F.E. = 977.50'

INSTALL NEWOUTLET STRUCTURE

(STAND PIPE)

EXISTING OUTLETSTRUCTURE AND

PIPE TO BE REMOVED EXISTING 18"HDPE STORM PIPE

TO BE REMOVED

--

--

PROPOSED BIORETENTION /DETENTION FACILITYPRELIMINARY VOLUMEPROVIDED = 14,454 C.F.

Level 10' - 0"

Top of Parapet16' - 3"

006 005

OIL CHANGE SIGN LOCATION

OIL CHANGE SIGN

LOCATION

001

Storage Platform8' - 6 3/4"

TOOLED JOINTTOOLED JOINTTOOLED JOINT

16' -

3"

10' - 1" 3' - 6" 10' - 1" 7 1/2" 2' - 4"6 1/2"

10' - 1"6 1/2"

2' - 4"

WINDOW & FRAME - RE:SCHEDULE

WINDOW & FRAME - RE:SCHEDULE

A.C UNIT, COLOR DK BRONZE -PROVIDED BY OWNER

A.C UNIT, COLOR DK BRONZE -PROVIDED BY OWNER

OVERHEAD DOOR & FRAME -RE: SCHEDULE

LIGHT FIXTURE - RE: ELECTRICAL V - JOINT IN EIFS - RE: SPECS.

(NOTE: SIGNAGE TO BE PERMITTED SEPARATELY)(NOTE: SIGNAGE TO BE PERMITTED SEPARATELY)

DF

16' -

3"

007

Storage Platform8' - 6 3/4"

6" RND PIPE BOLLARD, COLORTO MATCH OWNER'SSTANDARD - TYPICAL

6" RND PIPE BOLLARD, COLORTO MATCH OWNER'SSTANDARD - TYPICAL

EXHAUST VENT - RE: MECHANICAL

LIGHT FIXTURE - RE: ELECTRICAL

DOOR & FRAME - RE:SCHEDULE

DOOR & FRAME - RE:SCHEDULE

ELEC. PANEL, PRIME & PAINT(COLOR - DK BRONZE) - RE:ELECTRICAL

6' - 9

"

A.C UNIT, COLOR DK BRONZE - PROVIDED BY OWNER

LIGHT FIXTURE - RE:ELECTRICAL

LIGHT FIXTURE (BEYOND) - RE:ELECTRICAL

LOUVER VENT(COLOR - DKBRONZE) - RE:MECHANICAL

CE

Level 10' - 0"

Top of Parapet16' - 3"

10' - 1" 3' - 6" 10' - 1"

002 001

OIL CHANGE SIGN LOCATION

003

Storage Platform8' - 6 3/4"

16' -

3"

12x24 SPLASHBLOCK ORCONNECT TO STORM DRAIN

(COORD. W/ CIVIL) - RE: CIVIL

12x24 SPLASHBLOCK ORCONNECT TO STORM DRAIN

(COORD. W/ CIVIL) - RE: CIVIL6" RND PIPE BOLLARD, COLOR

TO MATCH OWNER'SSTANDARD - TYPICAL

6" RND PIPE BOLLARD, COLORTO MATCH OWNER'SSTANDARD - TYPICAL

OVERHEAD DOOR &FRAME - RE:SCHEDULE

3' - 6

"

EXHAUST VENT - RE:MECHANICAL

6x12 PRE-FINISHED METALOVERFLOW SCUPPER (COLOR -

DK BRONZE)

6x12 PRE-FINISHED METALOVERFLOW SCUPPER (COLOR -

DK BRONZE)6x12 PRE-FINISHED METAL

OVERFLOW SCUPPER (COLOR -DK BRONZE)

6x12 PRE-FINISHED METALOVERFLOW SCUPPER (COLOR -

DK BRONZE)

10' - 8" 2' - 11" 10' - 8" 2' - 11" 10' - 8"

(NOTE: SIGNAGE TO BE PERMITTED SEPARATELY)

DF

PILASTERS OVERDOWNSPOUTS

16' -

3"

-1' - 0"

3' - 6

"

6" RND PIPE BOLLARD, COLORTO MATCH OWNER'SSTANDARD - TYPICAL

C E

CORNICE RETURNS ON BACKSIDE STUCCO BRICK VENEER

ROOF OUTLINE BEYOND. (NO UNITS ON ROOF)

1. Face Brick:Red brick to match Life Church/ShoppingCenter (color TBD)Mortar: Antique Buff (Cemex)

2. Synthetic Stucco:3F: Field color, tomatch Sherwin Williams#7032 "Warm Stone"

3. Synthetic Stucco:3A: Field color, to matchSherwin Williams #7066"Grey Matters"

4. Standing Seam/Awnings:Black

----

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Date:

Project Number:

Drawn By:

Checked By:

Revision: Date:

phase:

set no:

This drawing is the property of FUSION ARCHITECTURE, APC, and is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein.

Scales as stated hereon are valid on the original drawing only.

These plans were prepared in this office under our personal supervision, and to the best of our knowledge comply with state and local codes. We will generally administer construction.

By:____________________________________

Take

5 O

il ch

ange

Sho

pPr

elim

inar

y D

esig

n

Over

land P

ark,

Kans

as

07-21-2021

Take 5 #2

GEG

MRD

A4.00Bldg Elevations

1/4" = 1'-0"3 SOUTH ELEVATION1/4" = 1'-0"4 WEST ELEVATION

1/4" = 1'-0"1 NORTH ELEVATION

1/4" = 1'-0"2 EAST ELEVATION

1 Revision 1 Date 1

N.T.S.6 MATERIALS These materials are based on the selections of the nearby Zaxby's.It is the architectural intent to follow these selections for the proposed Take 5 location.