A PLANNED UNIT DEVELOPMENT FOR: FRITO LAY SUBDIVISION … · 2. pursuant to tmc 18.190.060, the applicant must record the master pud plan with the shawnee county register of deeds

STORM SEWER MANHOLE,

4' DIA. CONCRETE

TOP ELEVATION=998.42

FL. IN 10" RCP (S)=993.93

FL. OUT 15" RCP (N)=991.00


4' DIA. CONCRETE


FL. IN 12" STEEL (E)=993.68

FL. OUT 15" STEEL (N)=990.32

FL. IN 18" RCP (WSW)=990.55


4' DIA. CONCRETE


FL. IN 12" RCP (N)=995.14

FL. OUT 12" STEEL (S)=995.12

TYPE II-P INLET,


FL. IN 18" RCP (N)=988.32

FL. OUT 18" RCP (S)=988.30

4' TYPE II-P INLET MANHOLE,


FL. IN 18" RCP (E)=984.42

FL. OUT 18" RCP (W)=984.38

TYPE I INLET,


FL. OUT 18" CMP (W)=982.45

4' STORM SEWER MANHOLE,


FL. IN 18" CMP (E)=981.63

FL. OUT 18" CMP (S)=981.47



FL. IN 18" CMP (N)=980.38

FL. OUT 18" CMP (S)=980.15

4' II-P INLET MANHOLE,


FL. IN 18" RCP (E)=980.36

FL. OUT 18" RCP (S)=980.22

TYPE I INLET,


FL. OUT 24" RCP (W)=978.44

TYPE I INLET,


FL. IN 15" CMP (W)=980.02

FL. IN 18" CMP (N)=976.86

FL. IN 24" RCP (E)=977.76

FL. OUT 30" CMP (S)=976.63

2 (8'x4') TYPE I INLETS,


FL. IN 24" RCP (W)=972.52

FL. IN 30" CMP (N)=972.15

FL. OUT 36" CMP (S)=972.05



FL. OUT 24" RCP (E)=973.88

8'x4' TYPE I INLET,


FL. IN 30" CPP (W)=971.83

FL. IN 36" CPP (N)=971.72

FL. IN 36" CMP (E)=971.67

FL. OUT 36" CMP (S)=971.65

2(8'x4') TYPE I INLETS,


1(5'x4') TYPE I INLET


FL. OUT 36" CPP (W)=974.55

1(8'x4') TYPE I INLET,


1(5'x4') TYPE I INLET ,




FL. OUT 36" CPP (W)=978.47



FL. IN 36" CMP (W)=969.55

FL. OUT 48" CMP (S)=969.29



FL. IN 48" CMP (W)=968.87

FL. OUT 48" CMP (S)=968.75



FL. IN 42" CMP (SE)=973.50

FL. OUT 42" CMP (W)=973.50

(7'x5') TYPE I INLET


FL. OUT 42" CMP (W)=973.06

42" CMP END SECTION

FL. OUT 42" CMP (W)=971.04

4' SAN. SEWER MANHOLE,


FL. IN 18" PVC (S)=948.06

FL. OUT 18" PVC (W)=947.92



FL. IN 15" PVC (NE)=947.96

FL. IN 18" PVC (SE)=947.06

FL OUT (NW)



FL. IN 15" PVC (NE)=956.54

FL. OUT 15" PVC (SW)=956.54



FL. IN 15" PVC (NE)=961.80

FL. OUT 15" PVC (SW)=961.73



FL. IN 15" PVC (E)=968.31

FL. OUT 15" PVC (SW)=968.04



FL. IN 15" PVC (E)=970.57

FL. OUT 15" PVC (W)=970.57

FL. OUT 15" PVC (W)=978.56



FL. IN 18" PVC (N)=951.00

FL. OUT 18" PVC (SE)=951.19



FL. IN 18" PVC (NW)=951.82

FL. OUT 18" PVC (SE)=951.69



FL. IN 18" PVC (S)=952.93

FL. OUT 18" PVC (W)=952.77



FL. IN 18" PVC (W)=954.68

FL. OUT 18" PVC (S)=954.51



FL. IN 18" PVC (S)=956.27

TYPE II-P INLET,


FL. OUT 15" CMP (E)=980.34

9

5

5

9

5

5

9

5

5

955

9

5

5

9

5

5

9

6

0

9

6

0

9

6

0

9

6

0

9

6

0

9

6

5

9

6

5

9

6

5

9

6

5

965

9

7

0

9

7

0

970

9

7

0

9

7

0

9

7

0

9

7

0

9

7

5

9

7

5

9

7

5

9

7

5

9

7

5

9

7

5

975

975

9

7

5

9

7

5

9

8

0

9

8

0

9

8

0

9

8

0

9

8

0

9

8

0

9

8

0

9

8

0

9

8

0

9

8

0

9

8

0

980

980

9

8

0

9

8

0

9

8

5

985

985

985

9

8

5

9

8

5

9

8

5

9

9

0

990

990

9

9

0

9

9

0

9

9

0

9

9

5

995

9

9

5

995

995

9

9

5


4' DIA. CONCRETE


FL. IN 10" RCP (S)=993.93

FL. OUT 15" RCP (N)=991.00


4' DIA. CONCRETE


FL. IN 12" STEEL (E)=993.68

FL. OUT 15" STEEL (N)=990.32

FL. IN 18" RCP (WSW)=990.55


4' DIA. CONCRETE


FL. IN 12" RCP (N)=995.14

FL. OUT 12" STEEL (S)=995.12

TYPE II-P INLET,


FL. IN 18" RCP (N)=988.32

FL. OUT 18" RCP (S)=988.30

4' TYPE II-P INLET MANHOLE,


FL. IN 18" RCP (E)=984.42

FL. OUT 18" RCP (W)=984.38

TYPE I INLET,


FL. OUT 18" CMP (W)=982.45



FL. IN 18" CMP (E)=981.63

FL. OUT 18" CMP (S)=981.47



FL. IN 18" CMP (N)=980.38

FL. OUT 18" CMP (S)=980.15

4' II-P INLET MANHOLE,


FL. IN 18" RCP (E)=980.36

FL. OUT 18" RCP (S)=980.22

TYPE I INLET,


FL. OUT 24" RCP (W)=978.44

TYPE I INLET,


FL. IN 15" CMP (W)=980.02

FL. IN 18" CMP (N)=976.86

FL. IN 24" RCP (E)=977.76

FL. OUT 30" CMP (S)=976.63



FL. IN 24" RCP (W)=972.52

FL. IN 30" CMP (N)=972.15

FL. OUT 36" CMP (S)=972.05



FL. OUT 24" RCP (E)=973.88

8'x4' TYPE I INLET,


FL. IN 30" CPP (W)=971.83

FL. IN 36" CPP (N)=971.72

FL. IN 36" CMP (E)=971.67

FL. OUT 36" CMP (S)=971.65



1(5'x4') TYPE I INLET


FL. OUT 36" CPP (W)=974.55



1(5'x4') TYPE I INLET ,




FL. OUT 36" CPP (W)=978.47



FL. IN 36" CMP (W)=969.55

FL. OUT 48" CMP (S)=969.29



FL. IN 48" CMP (W)=968.87

FL. OUT 48" CMP (S)=968.75



FL. IN 42" CMP (SE)=973.50

FL. OUT 42" CMP (W)=973.50

(7'x5') TYPE I INLET


FL. OUT 42" CMP (W)=973.06

42" CMP END SECTION

FL. OUT 42" CMP (W)=971.04



FL. IN 18" PVC (S)=948.06

FL. OUT 18" PVC (W)=947.92



FL. IN 15" PVC (NE)=947.96

FL. IN 18" PVC (SE)=947.06

FL OUT (NW)



FL. IN 15" PVC (NE)=956.54

FL. OUT 15" PVC (SW)=956.54



FL. IN 15" PVC (NE)=961.80

FL. OUT 15" PVC (SW)=961.73



FL. IN 15" PVC (E)=968.31

FL. OUT 15" PVC (SW)=968.04



FL. IN 15" PVC (E)=970.57

FL. OUT 15" PVC (W)=970.57

FL. OUT 15" PVC (W)=978.56



FL. IN 18" PVC (N)=951.00

FL. OUT 18" PVC (SE)=951.19



FL. IN 18" PVC (NW)=951.82

FL. OUT 18" PVC (SE)=951.69



FL. IN 18" PVC (S)=952.93

FL. OUT 18" PVC (W)=952.77



FL. IN 18" PVC (W)=954.68

FL. OUT 18" PVC (S)=954.51



FL. IN 18" PVC (S)=956.27

TYPE II-P INLET,


FL. OUT 15" CMP (E)=980.34

9

5

5

9

5

5

9

5

5

955

9

5

5

9

5

5

9

6

0

9

6

0

9

6

0

9

6

0

9

6

0

9

6

5

9

6

5

9

6

5

9

6

5

965

9

7

0

9

7

0

970

9

7

0

9

7

0

9

7

0

9

7

0

9

7

5

9

7

5

9

7

5

9

7

5

9

7

5

9

7

5

975

975

9

7

5

9

7

5

9

8

0

9

8

0

9

8

0

9

8

0

9

8

0

9

8

0

9

8

0

9

8

0

9

8

0

9

8

0

9

8

0

980

980

9

8

0

9

8

0

9

8

5

985

985

985

9

8

5

9

8

5

9

8

5

9

9

0

990

990

9

9

0

9

9

0

9

9

0

9

9

5

995

9

9

5

995

995

9

9

5

40.0

' S.S

.E.

I

-

3

3

5

K

A

N

S

A

S

T

U

R

N

P

I

K

E

A

S

S

O

C

I

A

T

I

O

N

20' U

.E.(P)

2

0

'

U

.

E

.

(

P

)

12' U.E

.(P)

32' U.E.(P

)

12' U

.E.(P)

12' U

.E.(P)

7

2

'

U

.

E

.

(

P

)

THE GRAEME W.

HENDERSON TRUST

LOT 1 BLOCK 'A'

SEYMOUR SUB. NO. 3

V

A

R

I

E

S

S

.

S

.

E

.

B

K

.

2

3

0

5

,

P

G

.

9

6

2

20' S.S

.E.

BK.2

305, PG

.962

⅊

707.90'(M

) 7

08.00' (

P1)

147.15'(M

)

N

4

0

°

2

2

'

1

4

"

E

3

7

4

.

9

7

'

(

M

)

3

7

5

.

2

8

'

(

P

)

WESTAR GRANT O

F

RIGHT O

F WAY

DOC#2017R10788

(WID

TH VARIE

S)

25' EASEM

EN

T

BO

OK 1732,

PAG

E 219

CITY OF TOPEKA

PART OF SW

1

4

SEC. 24-T12S-R15E

N49°37'29"W

20.00'(M)

S

6

2

°

1

6

'

5

6

"

W

3

1

9

.

2

8

'

(

M

)

S1°20'56"E

20.00'(M)

S1°42'18"E 1291.63'(M

) 1291.53' (P1)

FRITO-LAY, INC.

LOT 2 BLOCK 'A'

SEYMOUR SUB. NO. 3

80' R/W

L=6.90'(M)

R=17345.20'

CH=N40°33'15"E

CL=6.90'

167.32'(M)

N88°18'36"E

822.97'(M

) 8

24.XXX'(P

)

N88°19'17"E

2647.48'(M

)

LOT 1 BLOCK A

FRITO LAY SUB NO. 3

N1°30'34"W

861.29'(M

) 861.72'(P)

FOUND

5

8

" REBAR

NE CORNER BLOCK C,

REPLAT OF SEYMOUR SUB.

FOUND

5

8

" REBAR

FOUND

5

8

" REBAR

FOUND

5

8

" REBAR

FOUND 1" REBAR

508.50'(P

1 & M

)

FOUND 17"x3" STONE

WITH

5

8

" REBAR ON NORTH SIDE

508.50'(P

1 & M

)

EAST LINE BLOCK C


SE CORNER BLOCK C


SW CORNER LOT 2, BLOCK A

SEYMOUR SUB. NO. 3

80' R/W

80' R/W

APPROX. EDGE OF TREES

SW 4

2ND STREET

(PUBLIC

)

KIRKLAW

N STREET (PU

BLIC)

SW 4

5TH STREET (P

UBLIC)

PLANT ACCESS R

OAD (PRIV

ATE)

PHASE I PROPOSED APPROX. BUILDING OUTLINE

FUTURE PHASES

PROPOSED

BUILDINGS

TO BE V

ACATED

BY PLAT

ROW TO BE DEDICATED

BY PLAT

ROW TO BE

DEDICATED BY PLAT

PROPOSED

LOT LINE

BY PLAT

APPROX.

CENTERLINE

OF CHANNEL

APPROX. 400 L.F. 12"

WATER MAIN TO BE

RELOCATED TO

FACILITATE BUILDING

CONSTRUCTION

80.00'

ROW

TO B

E

VACATED

BY PLAT

41'

PAVE-

MENT

BK-BK

45'

PAVE-

MEN

T

BK-BK

APPROX. 100 YR.

FLOODPLAIN

STORM SEWER TO BE

RELOCATED TO FACILITATE

BUILDING CONSTRUCTION

50'

ROW

LOT 2 BLOCK A

FRITO LAY SUB

NO. 3

GO TOPEKA

PART OF NW

1

4

SEC 25-T12S-R15E

WEST VIEW

STREET

(N

OT IM

PRO

VED

)

FRITO

LAY LO

T 3 BLO

CK A SEYM

OU

R SU

B N

O. 3

30

25

26

19

24

23

14

13

18

A PLANNED UNIT DEVELOPMENT FOR:

FRITO LAY SUBDIVISION NO. 3

LOT 1, BLOCK A FRITO LAY SUBDIVISION NO. 3., IN THE CITY OF TOPEKA, SHAWNEE

COUNTY, KANSAS

BOOK : PAGE :

DATE : TIME :

VICINITY MAP

NOT TO SCALE

PUD

XX/2018

PROJECT

LOCATION

DESCRIPTION:

LOT 1, BLOCK A FRITO LAY SUBDIVISION NO. 3., IN THE CITY OF TOPEKA, SHAWNEE COUNTY, KANSAS

ALL RIGHTS RESERVED. ALL BARTLETT & WEST PLANS, SPECIFICATIONS AND DRAWINGS ARE PROTECTED UNDER COPYRIGHT LAW, AND NO PART MAY BE COPIED, REPRODUCED, DISPLAYED PUBLICLY, USED TO CREATE DERIVATIVES, DISTRIBUTED, STORED IN A RETRIEVAL SYSTEM OR TRANSMITTED IN ANY FORM BY ANY MEANS WITHOUT PRIOR WRITTEN PERMISSION OF BARTLETT & WEST.

SHEET NO:

DATE:

CHECKED BY:

DRAWN BY:

PROJECT ENGR:

DATE#DESCRIPTION BY

PROJ NO:

DRAWING NO:

of

Draw

ing N

am

e: W

:\Proj\15000\15400\15400.203\AutoCad\Plan Set\PU

D\Frito Lay Sub N

o 3 PU

D.dw

g Layout N

am

e: Sheet 1 Plotted By: RCP00722 Plotted on: 4/25/2018 11:46:21 AM

1"BAR IS ONE INCH ON OFFICIAL DRAWINGS. IF NOT ONE INCH, ADJUST SCALE ACCORDINGLY.0

Last edit on: 4/25/2018 11:43 AM

by: RCP00722

www.bartlettwest.com

DESIGNED BY:

CONST PROJ:

SCALE:

1

AS NOTED

2

15400.203

-

APRIL 2018

PLANNED UNIT DEVELOPMENT FOR

LOT 1, BLOCK A

CITY OF TOPEKA, SHAWNEE CO., KANSAS

ACS

ACS/RCP

ACS


PHONE: 785.272.2252

1200 SW EXECUTIVE DR

TOPEKA, KS 66615

00 100' 200'

SCALE: 1" = 100'

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

S.E. 53rd STREET

AutoCAD SHX Text

S.W. BURLINGAME RD.

AutoCAD SHX Text

S. TOPEKA BLVD.

AutoCAD SHX Text

SOUTH

AutoCAD SHX Text

BRANCH

AutoCAD SHX Text

SHUNGANUNGA

AutoCAD SHX Text

COLLY CREEK

AutoCAD SHX Text

S.W. 49th ST.

AutoCAD SHX Text

S.E. 45th STREET

AutoCAD SHX Text

S.W. 37th ST.

AutoCAD SHX Text

ST.

AutoCAD SHX Text

KANSAS AVE.

AutoCAD SHX Text

S.W. 45th ST.

AutoCAD SHX Text

S.W. 42ND

AutoCAD SHX Text

ST.

AutoCAD SHX Text

S.W. 42nd ST.

AutoCAD SHX Text

S.W. 41st ST.

AutoCAD SHX Text

S.W CAMBRIDGE AVE.

AutoCAD SHX Text

S.W. CAMBRIDGE AVE.

AutoCAD SHX Text

S.W. 29TH ST.

AutoCAD SHX Text

75

AutoCAD SHX Text

70

AutoCAD SHX Text

75

AutoCAD SHX Text

470

AutoCAD SHX Text

335

AutoCAD SHX Text

75

AutoCAD SHX Text

K

AutoCAD SHX Text

T

AutoCAD SHX Text

A

AutoCAD SHX Text

AVONDALE EAST SCHOOL

AutoCAD SHX Text

ADAMS PARK

AutoCAD SHX Text

HIGHLAND CREST PARK

AutoCAD SHX Text

HWY. 75 PARK

AutoCAD SHX Text

LINN SCHOOL

AutoCAD SHX Text

AVONDALE WEST SCHOOL

AutoCAD SHX Text

SHANER SCHOOL

AutoCAD SHX Text

JARDINE MIDDLE SCHOOL

AutoCAD SHX Text

OAK PARKWAY

AutoCAD SHX Text

MAUDE BISHOP PARK

AutoCAD SHX Text

MAUDE BISHOP SCHOOL

AutoCAD SHX Text

HORNE PARK

AutoCAD SHX Text

MAJOR PALM PARK

AutoCAD SHX Text

S.W. BURLINGAME RD.

AutoCAD SHX Text

WELTON GROVE PARK

AutoCAD SHX Text

FOSTER CEMETERY

AutoCAD SHX Text

CROIX PARK

AutoCAD SHX Text

S.E. ADAMS ST.

BOOK : PAGE :

DATE : TIME :

PROJECT PERFORMANCE OBJECTIVES:

A WAREHOUSING ADDITION TO THE EXISTING PLANT FOR MANUFACTURE AND

PROCESSING OF FOOD PRODUCT.

GENERAL NOTES :

1. THIS PROPERTY LIES WITHIN ZONE "A" (SPECIAL FLOOD HAZARD AREAS

SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD WITH NO BASE

FLOOD ELEVATIONS DETERMINED). THE REST OF THE PROPERTY LIES WITHIN

ZONE "X" (AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE

FLOODPLAIN) AS PER FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD

INSURANCE RATE MAPS (FIRM) NO.20177C302E WITH THE EFFECTIVE DATE OF

SEPTEMBER 29, 2011.

2. PURSUANT TO TMC 18.190.060, THE APPLICANT MUST RECORD THE MASTER

PUD PLAN WITH THE SHAWNEE COUNTY REGISTER OF DEEDS WITHIN 60 DAYS

UPON APPROVAL OF THE GOVERNING BODY. FAILURE BY THE APPLICANT TO

RECORD THE PLAN WITHIN THE PRESCRIBED TIME PERIOD OR PROVIDE THE

PLANNING DEPARTMENT TWO (2) COPIES OF THE RECORDED PLAN WITHIN

NINETY (90) DAYS OF THE DATE OF ACTION BY THE GOVERNING BODY SHALL

DEEM THE ZONING PETITION NULL AND VOID.

3. ALL PUBLIC IMPROVEMENTS SHALL BE MADE TO CITY STANDARDS.

4. NO BUILDING PERMITS SHALL BE ISSUED UNTIL SITE DEVELOPMENT PLANS

HAVE BEEN REVIEWED BY CITY STAFF AND APPROVED BY THE PLANNING

DIRECTOR. THE SITE PLANS SHALL ADDRESS BUILDING SITE LOCATIONS AND

FOOTPRINT, LANDSCAPING, CIRCULATION, DRIVEWAYS, PULL OFF PARKING,

DRAINAGE (INCLUDING THE REVIEW OF STORMWATER QUALITY AND QUANTITY

CALCULATIONS), EXTERNAL LIGHTING, FENCING, AND SIGNAGE.

5. ALL APPLICABLE BASE USE GROUP REGULATIONS APPLY UNLESS STATED

OTHERWISE.

6. THE LOCATION, HEIGHT, TYPE OF FIXTURE AND INTENSITY OF SITE LIGHTING

SHALL BE DETERMINED AT THE SITE DEVELOPMENT PLAN STAGE BUT SHALL

NOT EXCEED 3 FOOT-CANDLES AT THE LOT LINE. ALL SITE LIGHTING SHALL BE

DIRECTED AWAY FROM ADJACENT PROPERTIES AND THE SOURCE OF THE

ILLUMINATION SHALL NOT BE VISIBLE FROM ADJACENT PROPERTIES.

7. NO BUILDING PERMITS SHALL BE ISSUED UNTIL ALL STORMWATER

MANAGEMENT REQUIREMENTS SET FORTH IN TMC CHAPTER 13.35 ARE MET

INCLUDING: APPROVAL OF STORMWATER MANAGEMENT PLANS AND GRANTING

OF ANY NECESSARY STORMWATER MANAGEMENT EASEMENTS (SME).

8. NO BUILDING PERMITS SHALL BE ISSUED UNTIL THE PROPERTY IS PLATTED.

9. PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY PERMIT(S) FOR

IMPROVEMENTS ON LOT 1 OR LOT 2, BLOCK A, THE CITY OF TOPEKA TRAFFIC

ENGINEER OR OTHER OFFICIAL WITH JURISDICTION SHALL DETERMINE

WHETHER A TRAFFIC IMPACT ANALYSIS SHALL BE REQUIRED. SHOULD THE

ANALYSIS BE REQUIRED AND INDICATE THE EXTENSION OF WESTVIEW ROAD

FROM THE WEST END OF SW 42ND STREET TO THE INTERSECTION WITH SW

49TH STREET IS WARRANTED, SAID IMPROVEMENTS SHALL EITHER BE

CONSTRUCTED TO CITY OF TOPEKA STANDARDS OR SUCH IMPROVEMENTS

SHALL BE UNDER CONTRACT WITH THE CITY OF TOPEKA. PROPERTY OWNER(S)

AGREE TO AN IRREVOCABLE WAIVER OF OBJECTION TO PARTICIPATION IN A

STREET BENEFIT DISTRICT FOR SAID IMPROVEMENTS.

BUILDING AND STRUCTURE NOTES:

1. THE EXTERIOR BUILDING DESIGN OF ALL PRINCIPAL BUILDING(S), ACCESSORY BUILDING(S), AND ACCESSORY STRUCTURES SHALL BE

COORDINATED ON ALL ELEVATIONS WITH REGARD TO COLOR, MATERIALS, ARCHITECTURAL FORM AND DETAILING TO ACHIEVE HARMONY OF

DESIGN AND CONTINUITY WITH THE EXISTING PLANT IMPROVEMENTS.

2. THE LOCATION OF TRASH ENCLOSURES SHALL BE DETERMINED AT THE SITE DEVELOPMENT PLAN STAGE TO ENSURE TRASH AREAS ARE NOT

OVERLY CONCENTRATED, ARE EFFECTIVELY SCREENED FROM PUBLIC AREAS, AND PROVIDE ADEQUATE CIRCULATION WITHIN THE OVERALL

DEVELOPMENT.

PROJECT PROGRAM:

TOTAL AREA: 17.14 ACRES

LOT 1, BLOCK A, FRITO LAY SUBDIVISION NO. 3

BASE ZONING USE GROUP:

I-1 USE GROUP: ALL PERMITTED USES

STRUCTURE DENSITY AND HEIGHT:

MAXIMUM HEIGHT : 125 FEET

MAXIMUM BUILDING FOOTPRINT : 220,000 SF

MINIMUM GREENSPACE (INCLUDING STORMWATER MANAGEMENT AREAS) : 10%

BUILDING SETBACKS:

FRONT: 25 FT (SW 42ND STREET AND SW KIRKLAWN STREET)

REAR: 0 FT

PHASING:

PHASE I: 2018-2019 : NORTH ASRS WAREHOUSE UNIT WITH CONNECTION TO EXISTING PLANT BUILDING (APPROXIMATELY 85,000 SF

BUILDING FOOTPRINT) AND ASSOCIATED TRUCK DOCKS, STAGING AND PARKING.

PHASE II: WITHIN 5 YEARS +/- : ONE ADDITIONAL ASRS WAREHOUSE UNIT (APPROXIMATELY 33,000 SF BUILDING FOOTPRINT) WITH

ADDITIONAL TRUCK DOCKS, STAGING AND PARKING.

PHASE III: FUTURE : TWO ADDITIONAL ASRS WAREHOUSE UNITS (APPROXIMATELY 33,000 SF EACH), LOW BAY ADDITION (APPROXIMATELY

30,000 SF) WITH ADDITIONAL TRUCK DOCKS, STAGING AND PARKING.

RECORDED WITH THE SHAWNEE COUNTY REGISTER OF DEEDS:

REBECCA NIOCE, REGISTER OF DEEDS

THIS PLANNED UNIT DEVELOPMENT (PUD) MASTER PLAN HAS BEEN REVIEWED AND APPROVED

IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 18.190 OF THE COMPREHENSIVE ZONING

REGULATIONS OF THE CITY OF TOPEKA AND SHAWNEE COUNTY, KANSAS, AND MAY BE

AMENDED ONLY AS PRESCRIBED IN TOPEKA MUNICIPAL CODE 18.190.070 AND AS SET FORTH

ON THIS DOCUMENT OR AS MAY SUBSEQUENTLY BE APPROVED AND RECORDED.

CERTIFICATION OF MASTER PLANNED UNIT DEVELOPMENT PLAN APPROVAL:

BILL FIANDER, AICP, SECRETARY,

TOPEKA PLANNING COMMISSION

STATE OF KANSAS, COUNTY OF SHAWNEE, SS:

BE IT REMEMBERED THAT ON THIS DAY OF 20 , BEFORE ME A

NOTARY PUBLIC, IN AND FOR THE COUNTY AND STATE AFORESAID, CAME BILL FIANDER,

WHO IS PERSONALLY KNOWN TO ME TO BE THE SAME PERSON WHO EXECUTED THE WITHIN INSTRUMENT

OF WRITING, AND SUCH PERSON DULY ACKNOWLEDGED THE EXECUTION OF THE SAME.

IN TESTIMONY WHEREOF, I HAVE HEREUNTO SET MY HAND, AND AFFIXED MY SEAL THE DAY

AND YEAR LAST WRITTEN ABOVE.

UTILITY NOTES :

1. ALL UTILITIES SHALL BE INSTALLED UNDERGROUND PURSUANT TO THE CITY'S

RIGHT-OF-WAY MANAGEMENT STANDARDS.

2. SANITARY SEWER SERVICE SHALL BE BY THE CITY OF TOPEKA.

3. WATER SERVICE SHALL BE BY CITY OF TOPEKA, PURSUANT TO WATER

ENGINEERING, AREAS WHERE LOCAL WATER SUPPLY IS:

LESS THAN 40 PSI, THE BUILDER IS REQUIRED TO INCREASE WATER

PRESSURE TO AT LEAST 40 PSI. GREATER THAN THE MAXIMUM WATER

PRESSURE ALLOWED, SHALL BE GOVERNED BY THE UPC AND ITS

AMENDMENTS.

4. FIRE HYDRANT LOCATIONS AND ACCESS SHALL BE APPROVED BY THE CITY OF

TOPEKA FIRE DEPARTMENT AS PART OF THE IMPROVEMENT PLANS PRIOR TO

THE START OF CONSTRUCTION.

CIRCULATION, PARKING AND TRAFFIC NOTES :

1. OFF STREET PARKING FOR EMPLOYEES AND VISITORS SHALL BE PROVIDED

WITHIN THE EXISTING PLANT AREA LOCATED ON LOT 1, BLOCK A, FRITO LAY

SUBDIVISION. ASSOCIATED PARKING RATIOS SHALL BE PROVIDED FOR BASED

UPON BUILDING USAGE AND APPLICABLE ZONING CODE REQUIREMENTS

UNLESS DETERMINED OTHERWISE BY THE PLANNING DIRECTOR.

2. ALL DRIVES, LANES AND PRIVATELY OWNED ACCESS WAYS PROVIDING

ACCESSIBILITY TO STRUCTURES, BUILDINGS, AND USES WITHIN THE PLANNED

UNIT DEVELOPMENT SHALL BE CONSIDERED AND SERVE AS MUTUAL RIGHTS

OF ACCESS FOR OWNERS, TENANTS, INVITED GUESTS, CLIENTS, CUSTOMERS,

SUPPORT AND UTILITY SERVICE PERSONNEL AND EMERGENCY SERVICE

PROVIDERS, INCLUDING LAW ENFORCEMENT, FIRE PROTECTION AND

AMBULANCE SERVICES.

3. SECURITY FENCING AND GATES MAY BE INSTALLED TO CONTROL ACCESS TO

THE SITE AND SAFETY ON THE SITE. ARRANGEMENTS FOR EMERGENCY

PERSONNEL ACCESS TO THE SITE WILL BE IN ACCORDANCE WITH THE

EXISTING PROTOCOL FOR THE PLANT SITE ON LOT 1, BLOCK A, FRITO LAY

SUBDIVISION.

SIGNAGE NOTES :

1. SIGNAGE SHALL BE LIMITED TO ONE INTERNALLY OR EXTERNALLY

ILLUMINATED MONUMENT SIGN WITH A MAXIMUM SIGN AREA OF FIFTY (50)

SQ. FT. AND MAXIMUM HEIGHT OF EIGHT (8) FEET PER PUBLIC STREET, OR

DESIGNATED PRIVATE DRIVE, ENTRANCE INTO THE SUBJECT PROPERTY.

2. NAMEPLATE OR FLAT WALL SIGNS ILLUMINATED ON THE FACE THE BUILDING.

ONLY ONE(1) SUCH SIGN SHALL BE PERMITTED ON ONE(1) BUILDING EXCEPT

WHERE THE BUILDING FRONTS TWO(2) PRINCIPAL STREETS, ONE(1) SUCH

SIGN MAY BE PERMITTED ON EACH FRONT FACE OF BUILDING. INDIVIDUAL

WALL SIGNS PER BUILDING SHALL NOT EXCEED 40 SQ. FT. DIRECTIONAL

TRAFFIC SIGNS SHALL NOT BE INCLUDED WITHIN THESE RESTRICTIONS.

3. THE PLANNED UNIT DEVELOPMENT AS A WHOLE SHALL BE PERMITTED

INFORMATIONAL AND DIRECTIONAL SIGNS DESIGNATING PARKING, OFF

STREET LOADING, ENTRANCES, EXITS, AND SIMILAR INFORMATION. SAID

SIGNS SHALL NOT EXCEED FOUR SQ. FT. PER SIGN FACE.

LANDSCAPING NOTES :

1. LANDSCAPE PLANS SHALL BE SUBMITTED WITH THE SITE DEVELOPMENT

PLANS. SAID LANDSCAPE PLANS SHALL CONFORM TO THE CITY LANDSCAPE

REGULATIONS. SAID PLAN SHALL INCLUDE A LANDSCAPED BERM AT LEAST

THREE FEET IN HEIGHT ALONG THE SOUTH EDGE OF THE SW 42ND STREET

RIGHT OF WAY PLANTED WITH SHRUBS AND TREES TO PROVIDE A VISUAL

BARRIER. PLANTINGS MAY NOT BE TALLER THAN 30" WITHIN THE SIGHT

TRIANGLE AT STREET CORNERS.

2. ALL LANDSCAPING SHALL BE INSTALLED WITH THE ASSOCIATED BUILDING

PROJECT AND PROPERLY MAINTAINED. IF ANY PORTION OF THE LANDSCAPED

MATERIAL DIES, IT SHALL BE REPLACED BY THE NEXT PLANTING SEASON.

CERTIFICATION OF MASTER PLANNED UNIT DEVELOPMENT PLAN:

THE OWNER AGREES TO COMPLY WITH THE CONDITIONS AND RESTRICTIONS AS SET FORTH

ON THE MASTER PUD PLAN.

IN TESTIMONY WHEREOF, THE OWNER(S) OF THE ABOVE DESCRIBED TRACT OF LAND, BETSY K. POWER,

DIRECTOR GLOBAL REAL ESTATE, FRITO LAY, INC., HAS

CAUSED THESE PRESENTS TO BE SIGNED THIS DAY OF , 2018.

BETSY K. POWER, DIRECTOR GLOBAL REAL ESTATE

STATE OF TEXAS, COUNTY OF COLLIN, SS:

BE IT REMEMBERED THAT ON THIS

ME A NOTARY PUBLIC, IN AND FOR THE COUNTY AND STATE AFORESAID, CAME BETSY K. POWER, OF

FRITO LAY, INC., WHO IS PERSONALLY KNOWN TO ME TO BE THE SAME PERSON(S) WHO EXECUTED

THE WITHIN INSTRUMENT OF AND SUCH PERSON(S) DULY ACKNOWLEDGED THE EXECUTION OF THE SAME.

IN TESTIMONY WHEREOF, I HAVE HEREUNTO SET MY HAND, AND AFFIXED MY SEAL THE DAY

AND YEAR LAST WRITTEN ABOVE.

NOTARY PUBLIC MY COMMISSION EXPIRES

A PLANNED UNIT DEVELOPMENT FOR:


LOT 1, BLOCK A FRITO LAY SUBDIVISION NO. 3 IN THE CITY OF TOPEKA, SHAWNEE

COUNTY, KANSAS

FRITO LAY, INC.

NOTARY PUBLIC MY COMMISSION EXPIRES

PUD

XX/2018

ALL RIGHTS RESERVED. ALL BARTLETT & WEST PLANS, SPECIFICATIONS AND DRAWINGS ARE PROTECTED UNDER COPYRIGHT LAW, AND NO PART MAY BE COPIED, REPRODUCED, DISPLAYED PUBLICLY, USED TO CREATE DERIVATIVES, DISTRIBUTED, STORED IN A RETRIEVAL SYSTEM OR TRANSMITTED IN ANY FORM BY ANY MEANS WITHOUT PRIOR WRITTEN PERMISSION OF BARTLETT & WEST.

SHEET NO:

DATE:

CHECKED BY:

DRAWN BY:

PROJECT ENGR:

DATE#DESCRIPTION BY

PROJ NO:

DRAWING NO:

of

Draw

ing N

am

e: W

:\Proj\15000\15400\15400.203\AutoCad\Plan Set\PU

D\Frito Lay Sub N

o 3 PU

D.dw

g Layout N

am

e: Sheet 2 Plotted By: RCP00722 Plotted on: 4/25/2018 11:46:36 AM

1"BAR IS ONE INCH ON OFFICIAL DRAWINGS. IF NOT ONE INCH, ADJUST SCALE ACCORDINGLY.0

Last edit on: 4/25/2018 11:43 AM

by: RCP00722

www.bartlettwest.com

DESIGNED BY:

CONST PROJ:

SCALE:

2

AS NOTED

2

15400.203

-

APRIL 2018

PLANNED UNIT DEVELOPMENT FOR

LOT 1, BLOCK A

CITY OF TOPEKA, SHAWNEE CO., KANSAS

ACS

ACS/RCP

ACS


PHONE: 785.272.2252

1200 SW EXECUTIVE DR

TOPEKA, KS 66615

AutoCAD SHX Text

%%U

AutoCAD SHX Text

%%U

AutoCAD SHX Text

%%U

AutoCAD SHX Text

%%U

AutoCAD SHX Text

%%U

A PLANNED UNIT DEVELOPMENT FOR: FRITO LAY SUBDIVISION … · 2. pursuant to tmc 18.190.060, the applicant must record the master pud plan with the shawnee county register of deeds

Documents