Attachment_A_-_Construction_Documents.pdf

PDF 3 MB Posted Dec 26, 2024

Attached to: Biddle Building Interior Courtyard Renovation
Solicitation number: EVT0010082
Issued by: Washington County, Kansas

About this file

Written by GovTribe AI · Jan 6, 2025

This is a set of construction drawings from Bartlett & West for the Kansas Department of Aging & Disability Services for renovations to a courtyard at the Osawatomie State Hospital in Osawatomie, Miami County, Kansas. The project involves demolition of existing structures and installation of new recreational and landscaping features including a basketball court, four square court, labyrinth, shade canopies, tables with benches, planter boxes, and irrigation systems. The work includes new concrete sidewalks, drainage improvements, grading, erosion control measures, and tree protection/removal. Construction access will be limited to personnel only through the building, with materials and equipment to be crane-lifted into the courtyard.

The drawings specify detailed requirements for construction including concrete specifications (4000 PSI minimum compressive strength), drainage system improvements with HDPE pipe installations, precise grading requirements to maintain positive drainage, and landscaping requirements including Oklahoma Texas Redbud trees and sod installation. The plans include specific elevation requirements and detailed erosion control measures to be maintained throughout construction. The project is dated October 2024 and consists of 10 sheets covering all aspects from existing conditions through final landscaping plans.

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Other files

File	Type	Posted
Biddle_Building_Interior_Courtyard_Renovation.pdf	PDF	Dec 26, 2024
Amendment_4_-_Questions_and_Answers_.pdf	PDF	Dec 26, 2024
Amendment_3_-_Contractor_Parking_and_Personnel_Access.pdf	PDF	Dec 26, 2024
Amendment_2_-_Pre-Bid_Meeting_Minutes_and_Q_A.pdf	PDF	Dec 26, 2024
Amendment_1_-_Bid_Bonds.docx	DOCX document	Dec 26, 2024
EVT10010082_-_Prebid_Attendees.pdf	PDF	Dec 26, 2024
Attachment_B_-_Map.pdf	PDF	Dec 26, 2024
EVT0010082_-_Biddle_Building_Renovation_-_RFQ.docx	DOCX document	Dec 26, 2024

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DRAWING NO:

APPROVED BY:

DRAWN BY:

DESIGN PROJ:

DATE:

SHEET NO:

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ALB

21666.001

AS NOTED

OCTOBER 2024

C100 1 8

CONST PROJ:

SCALE:

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C100 COVER SHEET

C200 EXISTING CONDITIONS

C300 DEMOLITION

C400 SITE LAYOUT PLAN

C500 DIMENSION PLAN

C600 UTILITY PLAN

C700 GRADING PLAN

C800-C801 EROSION CONTROL PLANS

L100 LANDSCAPE PLAN

SHEET INDEX

OWNER/OPERATOR

CIVIL ENGINEER

BARTLETT & WEST, INC.

544 COLUMBIA DRIVE

LAWRENCE, KS 66049

EMAIL: KATELYN.WOLF@BARTWEST.COM

PHONE: 785-330-7040

CONTACTS:

O P

FOEB

K A

STOP! CALL 1-800-DIG-SAFE

TOLL FREE

www.kansasonecall.com

ANO E C

STEM

KANSAS DEPARTMENT OF AGING & DISABILITY SERVICES

PROJECT CONTACT: JOHN GOLIGHTLEY

EMAIL: John.Golightley2@ks.gov

PHONE: 314-884-8968

0 3000' 6000'

SCALE: 1"=3000'

PROJECT LOCATION MAP

PROJECT LOCATION

CONSTRUCTION DOCUMENTS

FOR

OSAWATAMIE STATE HOSPITAL COURTYARD

OSAWATOMIE, MIAMI COUNTY, KANSAS

OCTOBER 2024

LOCATION MAP

PROJECT

LOCATION

AutoCAD SHX Text

1-800-344-7233 OR 811

alb01745 Image

PT 1015

FL 3/4" PIPE IN

SIDE OF BUILDING=944.87

PT 1016

FL 3/4" PIPE IN

SIDE OF BUILDING=944.87

PT 1011

FL 3/4" PIPE IN

SIDE OF BUILDING=944.40

PT 1009

FL 3/4" PIPE IN

SIDE OF BUILDING=944.51

PT 1008

FL 3/4" PIPE IN

SIDE OF BUILDING=944.34

PT 1004

FL 3/4" PIPE IN

SIDE OF BUILDING=944.51

PT 1003

FL 3/4" PIPE IN

SIDE Of BUILDING=944.63

PT 1123

FL 3/4" PIPE IN

SIDE OF BUILDING=944.82

PT 1112

FL 3/4" PIPE IN

SIDE OF BUILDING=944.41

PT 1111

FL 3/4" PIPE IN

SIDE OF BUILDING=944.30

PT 1110

FL 4" PVC ROOF DRAIN=944.57

PT 1127

CLEANOUT

TOP=943.76

FINISH FLOOR

ELEV = 944.40

FINISH FLOOR

ELEV = 944.42

PT 13

SET 120 D NAIL

N2004184.877, E2329794.076

ELEV=943.89

PT 14

BENCHMARK

NORTH RIM OF MANHOLE

N2004125.282, E2329804.805

ELEV= 944.05

PT 12

SET 120 D NAIL

N2004093.211, E2329851.728

ELEV=944.104

PT 10

SET SCREW IN SOUTHWEST

CORNER OF AREA INLET

N2004108.210, E2329743.527

ELEV=943.79

PT 1145

1X1 AREA INLET

TOP=943.70

INV (N) 4"STEEL=942.76

PT 1149

4' CONC SANITARY MH

RIM = 944.04

FL (N) 6" VCP = 939.66

FL(SE)6" VCP = 939.68

(THIS PIPE GOES TO THE MAN HOLE

SOUTH OF THE COURT YARD)

FINISH FLOOR

ELEV = 944.35

CONCRETE

4" C.I.P. (ALIGNMENT NOT

SURVEYED. DRAWN IN BASED

ON BUILDING PLANS FROM 1950)

CAMERA SCOPE SHOWS LINE IS

FILLED WITH CONCRETE.

4" C.I.P. (ALIGNMENT NOT

SURVEYED. DRAWN IN BASED

ON BUILDING PLANS FROM

1950). CAMERA SCOPE

SHOWS LINE IS FILLED WITH

CONCRETE. 6" C.I.P.

(ALIGNMENT NOT SURVEYED. DRAWN

IN BASED ON BUILDING PLANS FROM

1950) CAMERA SCOPE SHOWS LINE

BOWS OR BREAKS AT BUILDING

FOUNDATION WALL

6" VCP. (NOT LOCATED VIA SURVEY. DRAWN IN

BASED ON BUILDING PLANS FROM 1950)

6" VCP (NOT LOCATED VIA SURVEY.

DRAWN IN BASED ON BUILDING PLANS

FROM 1950)

1X1 AREA INLET

TOP=943.12

INV (N) 4"STEEL=941.33

INV (S) 6" STEEL = 941.30

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DRAWING NO:

APPROVED BY:

DRAWN BY:

DESIGN PROJ:

DATE:

SHEET NO:

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co m

KDW

21666.001

AS NOTED

OCTOBER 2024

C200 2 8

CONST PROJ:

SCALE:

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0 10' 20'

SCALE: 1"=10'

EXISTING CONDITIONS

SURVEY INFORMATION:

ALL SURVEY DATA SHOWN WAS PROVIDED BY:

BARTLETT & WEST

1200 SW EXECUTIVE DRIVE

TOPEKA, KS 66615

CONTACT: STEVE MARINO

PHONE: 785-272-2252

BARTLETT & WEST

544 COLUMBIA DRIVE

LAWRENCE, KS 66049

PROJECT CONTACT: KATELYN WOLF

EMAIL: katelyn.wolf@bartwest.com

PHONE: 785-330-7040

ENGINEERING FIRM OF RECORD

REFERENCE FRAME: NAD_83

CONTROL POINT: PT 10

SET SCREW IN SOUTHWEST CORNER OF AREA INLET

NORTHING: N2004108.210 EASTING: 2329743.527

ELEVATION: 943.79

CONTROL POINT: PT 12

SET 120 D NAIL

NORTHING: 2004093.211 EASTING: 2329851.728

ELEVATION: 944.104

CONTROL POINT: PT 13

SET 120 D NAIL

NORTHING: 2004184.877 EASTING: 2329794.076

ELEVATION: 943.89

CONTROL POINT: PT 14

NORTH RIM OF MANHOLE

NORTHING: 2004125.282 EASTING: 2329804.805

ELEVATION: 944.05

PROJECT BENCHMARK:

EXISTING HOSE BIB

(NON-FUNCTIONING)

EXISTING HOSE BIB

(FUNCTIONING)

BUILDING

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DRAWING NO:

APPROVED BY:

DRAWN BY:

DESIGN PROJ:

DATE:

SHEET NO:

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Na m e:

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co m

KDW

ALB

21666.001

AS NOTED

OCTOBER 2024

C300 3 8

CONST PROJ:

SCALE:

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0 10' 20'

SCALE: 1"=10'

DEMOLITION

DEMOLITION NOTES:

1. ALL UTILITY INFORMATION SHOWN HEREIN IS BASED ON THE TOPOGRAPHIC

INFORMATION SURVEYED BY BARTLETT & WEST, INC. AT THE TIME OF DESIGN.

CONTRACTOR SHALL VERIFY ALL UTILITY DEPTHS AND LOCATIONS PRIOR TO

CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL

UTILITY COMPANIES TO FIELD LOCATE AND/OR ADJUST THEIR UTILITY AS REQUIRED FOR

CONSTRUCTION. DIG SAFE SHALL LOCATE PUBLIC UTILITIES. OWNER WILL COORDINATE

3RD PARTY LOCATER FOR PRIVATE UTILITIES. ALL UTILITY LOCATIONS SHOWN ON THE

PLANS ARE APPROXIMATE AND THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR

SAME.

2. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE DURING DEMOLITION AND IS

RESPONSIBLE FOR ALL DEWATERING NECESSARY FOR CONSTRUCTION.

3. CARE SHALL BE EXERCISED BY THE CONTRACTOR TO PRESERVE AND/OR PROTECT ANY

EXISTING VEGETATION OUTSIDE OF AREAS TO BE GRADED. THE PERSON(S) WHO

DAMAGES ANY OF THESE AREAS SHALL BE HELD RESPONSIBLE FOR ALL COSTS OF

REPLACEMENT MATERIALS AND LABOR.

4. ALL WASTE EXCAVATION, CONSTRUCTION MATERIALS, DEMOLISHED STRUCTURES AND

DEBRIS REMOVED FROM THE SITE SHALL COMPLY WITH THE STATE OF KANSAS DESIGN

CODES.

5. CONTRACTOR SHALL PROVIDE THE APPROPRIATE BMP (COMPOST SOCK, GRAVEL FILTER

BAGS, WADDLES, SILT FENCE ETC.) AROUND STOCKPILE AREA TO PROTECT ADJACENT

INLETS ETC. UNTIL STOCKPILE IS REMOVED FROM SITE. ALL EXCAVATED OR OTHERWISE

DISTURBED AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION AS NEARLY AS IS

PRACTICAL. THE REPLACEMENT MATERIALS SHALL BE COMPACTED SO AS TO PREVENT

SETTLEMENT. ANY PARKING OR DRIVE SURFACING, SIDEWALK OR ESTABLISHED TURF

AREAS SHALL BE REPLACED IN KIND OR AS SHOWN HEREIN.

6. ALL DEMOLITION SHALL COMPLY WITH THE STATE OF KANSAS DESIGN CODES.

7. THE CONTRACTOR IS RESPONSIBLE FOR ALL BARRICADES REQUIRED FOR SAFETY IN AND

AROUND THE CONSTRUCTION SITE. CONTINUOUS MAINTENANCE OF TRAFFIC CONTROL

DEVICES DURING THE TERM OF THIS PROJECT IS THE CONTRACTOR'S RESPONSIBILITY.

ALL TRAFFIC CONTROL DEVICES SHALL MEET THE REQUIREMENTS OF THE LATEST VERSION

OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS."

8. ALL EXISTING STRUCTURES TO REMAIN WITHIN THE CONSTRUCTION LIMITS SHALL BE

PROTECTED BY MEANS OF FENCING AND OTHER DEVICES. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO PROTECT THESE STRUCTURES AND CLEAN UP ALL

DEBRIS NEAR, ON, OR AROUND THESE STRUCTURES AT COMPLETION OF WORK.

9. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING AND COORDINATING REMOVAL AND

REPLACEMENT OF ALL UTILITIES ON THIS SITE WITH THE OWNER, AND THE APPROPRIATE

UTILITY PROVIDER, ALL UTILITIES INCLUDE, BUT ARE NOT LIMITED TO STORM, SANITARY,

GAS, ELECTRIC, WATER, TELEPHONE, AND CABLE.

10. THE CONTRACTOR SHALL VERIFY ANY DEMOLITION DIMENSIONS SHOWN PRIOR TO

COMMENCING DEMOLITION.

11. THE CONTRACTOR SHALL ESTABLISH STAGING, STORAGE AND PARKING AREAS PER

APPROVAL OF THE OWNER, THE AREAS SHALL BE FENCED WITH TEMPORARY FENCING AS

APPROVED BY THE OWNER.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND PROTECTING ALL

SURVEY STAKES (CONTROL POINTS, REFERENCE POINTS, BENCH MARKS, PROPERTY AND

OFFSET CORNERS, AND ALL OTHER ESSENTIAL HORIZONTAL AND VERTICAL SURVEY

CONTROL POINTS) UNTIL CONSTRUCTION ACTIVITY IS COMPLETED. THE CONTRACTOR

SHALL PAY FOR RE-STAKING ANY SURVEY STAKES THAT ARE DESTROYED.

13. CONTRACTOR TO EXERCISE EXTREME CAUTION WHEN MOVING OR WORKING NEAR ANY

UTILITIES.

14. SAWCUTS ALONG SIDEWALKS AND PAVEMENT SHALL BE REMOVED AT THE NEAREST

EXISTING JOINT IF APPLICABLE.

PROJECT & DEMO EXTENTS

REMOVE EXISTING TREE

REMOVE EXISTING BRICK PLANTER

PROJECT & DEMO EXTENTS

REMOVE EXISTING SIDEWALK

REMOVE EXISTING TREE

REMOVE EXISTING TREE STUMP

EXISTING MANHOLE

TO REMAIN

4' -0

SECTION VIEW

KEEP OUT

TREE

PROTECTION

AREA

TREE PROTECTION FENCE: HIGH

DENSITY POLYETHYLENE FENCING

WITH 3.5" X 1.5" OPENINGS;

COLOR-ORANGE. STEEL POSTS

INSTALLED AT 8' O.C.

2" x 6' STEEL POSTS

OR APPROVED EQUAL.

3" THICK LAYER OF MULCH.

MAINTAIN EXISTING GRADE WITH

THE TREE PROTECTION FENCE

UNLESS OTHERWISE INDICATED ON

THE PLANS.

8.5" x 11" SIGN

LAMINATED IN PLASTIC

SPACED EVERY 50 '

ALONG THE FENCE.

CROWN DRIP LINE OR OTHER LIMIT OF TREE

PROTECTION AREA.

Notes:

1. NO PRUNING SHALL BE PERFORMED EXCEPT BY APPROVED ARBORIST.

2. NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING

INCLUDING DURING FENCE INSTALLATION AND REMOVAL.

TREE PROTECTION

NOT TO SCALE

INSTALL TREE

PROTECTION AROUND

EXISTING TREE

REMOVE AREA INLET AND STORM PIPE,

REPLACE PER UTILITY PLAN

REMOVE AREA INLET AND STORM PIPE,

IN AREAS OUTSIDE OF PAVEMENT TO

REMAIN, REPLACE PER UTILITY PLAN

EXISTING TREE TO BE TRIMMED & LIMBED UP

APPROPRIATELY TO ENSURE NO ONE CAN USE

LIMBS TO GAIN ACCESS TO ROOFTOP

ACCESS THROUGH BUILDING SHALL BE FOR PERSONNEL ONLY. ALL CONSTRUCTION

MATERIALS AND EQUIPMENT SHALL BE CRANE LIFTED IN AND OUT OF COURTYARD.

IF ANY ACTIVE PIPE CONNECTION IS FOUND

AT BUILDING, MAKE OWNER AND ENGINEER

AWARE IMMEDIATELY. IF NO ACTIVE PIPE IS

FOUND, CAP OFF PIPE THAT REMAINS AT

BUILDING.

IF ANY ACTIVE PIPE CONNECTION IS FOUND

AT BUILDING, MAKE OWNER AND ENGINEER

AWARE IMMEDIATELY. IF NO ACTIVE PIPE IS

FOUND, CAP OFF PIPE THAT REMAINS AT

BUILDING.

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DRAWING NO:

APPROVED BY:

DRAWN BY:

DESIGN PROJ:

DATE:

SHEET NO:

Dr aw in g

Na m e:

Pr oj \2

\A ut oC ad

\P la n Se t\2

dw g

L ay ou t N am e:

Pl ot te d

By : A

Pl ot te d on : 1

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M La st e di t o n:

b y:

1"BAR IS ONE INCH ON OFFICIAL DRAWINGS. IF NOT ONE INCH, ADJUST SCALE ACCORDINGLY.0 w w w .b ar tl et tw es t.

co m

KDW

21666.001

AS NOTED

OCTOBER 2024

C400 4 8

CONST PROJ:

SCALE:

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0 10' 20'

SCALE: 1"=10'

LAYOUT

LEGEND

GENERAL NOTES

4" CONCRETE ON 4" AGGREGATE BASE

6" SUBGRADE COMPACTION EARTH: 95% STANDARD PROCTOR

DENSITY WITH OPTIMAL MOISTURE (+0% TO +3%)

NTS

4" CONCRETE SIDEWALK

PAVEMENT, SIDEWALK, CURB AND GUTTER OR BUILDING FACE.

NOTE: PLACE EXPANSION JOINT BETWEEN ALL NEW SIDEWALKS AND EXISTING

ALL JOINTS SHALL HAVE 4" (2" EACH SIDE JOINT) "WINDOW PANE" STRIP SMOOTH

FINISH WITH BROOM FINISH ON REMAINING CONCRETE, EXCEPT WHERE NOTED OTHERWISE.

4" CONCRETE PAVEMENTTOOL JOINT 1/4 OF DEPTH

X 1/4" WIDE WITHIN 24 HOURS OF

POUR. FILL WITH SEALANT.

COMPACTED SUBGRADE

4" LEVELING COURSE

TYPE 1 AGGREGATE BASE

1. ALL UTILITY INFORMATION SHOWN HEREIN IS BASED ON

THE TOPOGRAPHIC INFORMATION PROVIDED BY BARTLETT

& WEST, INC. AT THE TIME OF DESIGN. CONTRACTOR

SHALL VERIFY ALL UTILITY DEPTHS AND LOCATIONS PRIOR

TO CONSTRUCTION. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES

TO FIELD LOCATE AND/OR ADJUST THEIR UTILITY AS

REQUIRED FOR CONSTRUCTION. ALL UTILITY LOCATIONS

SHOWN ON THE PLANS ARE APPROXIMATE AND THE DESIGN

PROFESSIONAL ASSUMES NO LIABILITY FOR SAME.

2. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS

AND QUANTITIES AND SHALL RECORD "AS-BUILT"

DIMENSIONS OR LOCATIONS OF ANY APPURTENANCES IF

THEY DIFFER FROM THE PLANS.

3. ALL HANDICAPPED SITE FEATURES SHALL BE CONSTRUCTED

TO MEET ALL STATE, LOCAL, AND ADA SPECIFICATIONS AS

CURRENTLY IN EFFECT.

4. CONTACT AFFECTED OWNER(S) A MINIMUM OF 24 HOURS

PRIOR TO HALTING OF UTILITY SERVICES. UNDER NO

CIRCUMSTANCE SHALL ANY UTILITY SERVICE BE

DISCONTINUED FOR MORE THAN ONE (1) 12-HOUR PERIOD.

5. ALL DISTURBED OFFSITE CONDITIONS SHALL BE REPLACED

TO THEIR PREVIOUS CONDITION(S). ANY DAMAGE TO OR

REMOVAL OF EXISTING CONDITIONS OCCURRING UPON

ADJACENT PROPERTY DURING CONSTRUCTION SHALL BE

REPAIRED OR REPLACED TO THEIR PREVIOUS

CONDITION(S).

6. CARE SHALL BE EXERCISED BY THE CONTRACTOR TO

PRESERVE AND/OR PROTECT ANY EXISTING VEGETATION

OUTSIDE OF AREAS TO BE GRADED. THE PERSON(S) WHO

DAMAGES ANY OF THESE AREAS SHALL BE HELD

RESPONSIBLE FOR ALL COSTS OF REPLACEMENT MATERIALS

AND LABOR.

7. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE

DURING CONSTRUCTION.

8. CONNECT WATER LINES WITH APPROPRIATE TEE JOINTS &

VALVE BOXES PER CITY STANDARD AND SPECIFICATIONS.

CONTACT WATERONE REPRESENTATIVE PRIOR TO ANY

WATER LINE INSTALLATION.

9. ALL ROUTING AND INSTALLATION OF PROPOSED UTILITIES

(TELEPHONE, GAS, WATER, ETC.) SHALL BE COORDINATED

BETWEEN THE GENERAL CONTRACTOR AND THE

APPROPRIATE UTILITY PROVIDER. ALL UTILITY ROUTING

SHALL BE APPROVED BY THE OWNER/ARCHITECT AND THE

APPROPRIATE UTILITY PROVIDER PRIOR TO INSTALLATION.

ANY PROPOSED UTILITY ROUTING DESIGNATED ON THESE

DOCUMENTS ARE FOR GENERAL GUIDELINES ONLY UNLESS

OTHERWISE SPECIFIED. BARTLETT & WEST INC. ASSUMES

NO LIABILITY FOR IMPROPER ROUTING OR CONNECTIONS

TO EXISTING UTILITIES.

10. ALL METHODS AND MEANS OF CONSTRUCTION PERFORMED

ON THIS PROJECT SHALL CONFORM TO THE DESIGN

CRITERIA FOR THE STATE OF KANSAS.

11. REFER TO ELECTRICAL ENGINEER'S PLANS FOR ALL

LOCATIONS, TYPE, DESIGN AND DETAILS OF SITE LIGHTING

AND ALL ELECTRICAL ROUTING USED THROUGHOUT THE

PROJECT.

12. WATER LINES SHALL BE INSTALLED AT LEAST 10 FEET

HORIZONTALLY FROM SANITARY LINES AND AT LEAST 5

FEET HORIZONTALLY FROM STORM SEWER. THE DISTANCE

SHALL BE MEASURED EDGE OF PIPE TO EDGE OF PIPE.

CONTRACTOR SHALL BE REQUIRED TO VERIFY AND FOLLOW

ALL CURRENT STATE DEPARTMENT OF HEALTH AND

ENVIRONMENT JURISDICTION REGULATIONS.

13. WATER LINES SHALL MAINTAIN 18-INCHES OF VERTICAL

CLEARANCE BETWEEN THE OUTSIDE OF THE WATER LINE

TO THE OUTSIDE OF THE SANITARY LINE. CONTRACTOR

SHALL BE REQUIRED TO VERIFY AND FOLLOW ALL CURRENT

STATE DEPARTMENT OF HEALTH AND ENVIRONMENT

JURISDICTION REGULATIONS.

14. ALL WATER LINES SHALL MAINTAIN A MINIMUM COVERAGE

OF 42-INCHES.

15. THE PORTLAND CEMENT CONCRETE MIX SHOULD HAVE A

MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000

POUNDS PER SQUARE INCH (PSI). CONCRETE SHOULD BE

PLACED AT A LOW SLUMP (1-3 INCHES) AND HAVE AN

ENTRAINED AIR CONTENT OF 5-7%.

INSTALL 4" CONCRETE SIDEWALK

INSTALL ADJUSTABLE

GROUND MOUNTED (BOLTED)

BASKETBALL HOOP (TYP.).

CONTRACTOR TO SUPPLY AND

INSTALL.

INSTALL CENTER POST 20' x 20' SHADE

CANOPY. COLOR TO BE SPECIFIED BY OWNER.

CONTRACTOR TO SUPPLY AND INSTALL.

INSTALL RAISED 3' x 6' PLANTER

BOX WITH LOCKED CABINET

STORAGE UNDERNEATH.

ANCHOR TO GROUND.

CONTRACTOR TO SUPPLY AND

INSTALL.

STRIPE HALF BASKETBALL COURT WITH 2

COATS OF TRAFFIC BLACK PAINT

INSTALL 4" CONCRETE SIDEWALK

STRIPE FOUR SQUARE COURT WITH 2

COATS OF TRAFFIC WHITE PAINT

STRIPE LABYRINTH WITH 2

COATS OF TRAFFIC WHITE

PAINT

INSTALL GROUND MOUNTED

(BOLTED) SOLID TOP TABLE

AND BENCHES (ADA). COLOR

TO BE SPECIFIED BY OWNER.

CONTRACTOR TO SUPPLY AND

INSTALL.

INSTALL GROUND MOUNTED

(BOLTED) SOLID TOP TABLE

AND BENCHES. COLOR TO BE

SPECIFIED BY OWNER.

CONTRACTOR TO SUPPLY AND

INSTALL.

INSTALL GROUND MOUNTED

(BOLTED) SOLID TOP TABLE AND

BENCHES. COLOR TO BE

SPECIFIED BY OWNER.

CONTRACTOR TO SUPPLY AND

INSTALL.

INSTALL GROUND MOUNTED

(BOLTED) SOLID TOP TABLE

AND BENCHES (ADA). COLOR

TO BE SPECIFIED BY OWNER.

CONTRACTOR TO SUPPLY AND

INSTALL.

INSTALL CENTER POST 20' x 20' SHADE

CANOPY. COLOR TO BE SPECIFIED BY OWNER.

CONTRACTOR TO SUPPLY AND INSTALL.

INSTALL GROUND MOUNTED

(BOLTED) SOLID TOP TABLE

AND BENCHES. COLOR TO BE

SPECIFIED BY OWNER.

INSTALL GROUND MOUNTED

(BOLTED) SOLID TOP TABLE AND

BENCHES (ADA). COLOR TO BE

SPECIFIED BY OWNER.

CONTRACTOR TO SUPPLY AND

INSTALL.

AREA MAP

NOT TO SCALE

COURTYARD

CONTRACTOR AND CRANE

STAGING AREA

CONTRACTOR TO REPAIR ANY

DAMAGE TO LANDSCAPING

AND SIDEWALKS/DRIVES AS

NEEDED.

ACCESS THROUGH BUILDING SHALL BE FOR PERSONNEL ONLY. ALL CONSTRUCTION

MATERIALS AND EQUIPMENT SHALL BE CRANE LIFTED IN AND OUT OF COURTYARD.

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DRAWING NO:

APPROVED BY:

DRAWN BY:

DESIGN PROJ:

DATE:

SHEET NO:

Dr aw in g

Na m e:

Pr oj \2

\A ut oC ad

\P la n Se t\2

dw g

L ay ou t N am e:

Pl ot te d

By : A

Pl ot te d on : 1

:5 5:

M La st e di t o n:

0/ 9/

M b y:

1"BAR IS ONE INCH ON OFFICIAL DRAWINGS. IF NOT ONE INCH, ADJUST SCALE ACCORDINGLY.0 w w w .b ar tl et tw es t.

co m

KDW

21666.001

AS NOTED

OCTOBER 2024

C500 5 8

CONST PROJ:

SCALE:

O N

W A

H O

A L

C O

U R

R D

L D

R , O

, K S

G R

A N

D V

D R

, O V

E R

D P

A R

K , K

0 10' 20'

SCALE: 1"=10'

DIMENSION PLAN

26.60'

25.23'

4.81'

5.96'

0' 5.

26.00'

43.00'

42.04'

20.35'

8.62'

26.00'

13.22'

2.58'

5.00' 5.00'

5.00'

30.00'

15.00'

R15.00'

R12.00'

R1 2.

16.51'

8.28'

5.00'

R19.75'

R11.96' 5.00'

10.00'

15.00'

39.50' 12.00'

48.44'

94.07'

4.81'

6.43'

3.00'

10.08'

7.16' 20.03' 2.64'21.03' 6.77'30.18'10.51'

5.00' 12.49'

31.85'

47.81' 15.52'

5.00'

46.22'

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DRAWING NO:

APPROVED BY:

DRAWN BY:

DESIGN PROJ:

DATE:

SHEET NO:

Dr aw in g

Na m e:

Pr oj \2

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\P la n Se t\2

.d w g L ay ou t N am e:

Pl ot te d

By : A

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M La st e di t o n:

b y:

1"BAR IS ONE INCH ON OFFICIAL DRAWINGS. IF NOT ONE INCH, ADJUST SCALE ACCORDINGLY.0 w w w .b ar tl et tw es t.

co m

KDW

21666.001

AS NOTED

OCTOBER 2024

C600 6 8

CONST PROJ:

SCALE:

W A

H O

A L

C O

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R , O

, K S

G R

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GENERAL NOTES

0 10' 20'

SCALE: 1"=10'

UTILITY PLAN

1. ALL UTILITY INFORMATION SHOWN HEREIN IS BASED ON

THE INFORMATION AVAILABLE TO THE DESIGN

PROFESSIONAL AT THE TIME OF DESIGN. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL

UTILITY DEPTHS AND LOCATIONS PRIOR TO

CONSTRUCTION. ANY DAMAGE TO UTILITIES AND

INCIDENTAL DAMAGE CAUSED BY THE CONTRACTOR'S

CONSTRUCTION OPERATIONS SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE.

2. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS

AND QUANTITIES AND SHALL RECORD "AS-BUILT"

DIMENSIONS OR LOCATIONS OF ANY APPURTENANCES IF

THEY DIFFER FROM THE PLANS.

3. CONTACT AFFECTED OWNER(S) A MINIMUM OF 24 HOURS

PRIOR TO HALTING OF UTILITY SERVICES. UNDER NO

CIRCUMSTANCE SHALL ANY UTILITY SERVICE BE

DISCONTINUED FOR MORE THAN ONE (1) 12-HOUR PERIOD.

4. ALL DISTURBED OFFSITE CONDITIONS SHALL BE REPLACED

TO THEIR PREVIOUS CONDITION(S). ANY DAMAGE TO OR

REMOVAL OF EXISTING CONDITIONS OCCURRING UPON

ADJACENT PROPERTY DURING CONSTRUCTION SHALL BE

REPAIRED OR REPLACED TO THEIR PREVIOUS

CONDITION(S).

5. CARE SHALL BE EXERCISED BY THE CONTRACTOR TO

PRESERVE AND/OR PROTECT ANY EXISTING VEGETATION

OUTSIDE OF AREAS TO BE GRADED. THE PERSON(S) WHO

DAMAGES ANY OF THESE AREAS SHALL BE HELD

RESPONSIBLE FOR ALL COSTS OF REPLACEMENT MATERIALS

AND LABOR.

6. ALL ROUTING AND INSTALLATION OF PROPOSED UTILITIES

(TELEPHONE, GAS, WATER, ETC.) SHALL BE COORDINATED

BETWEEN THE GENERAL CONTRACTOR AND THE

APPROPRIATE UTILITY PROVIDER. ALL UTILITY ROUTING

SHALL BE APPROVED BY THE OWNER/ARCHITECT AND THE

APPROPRIATE UTILITY PROVIDER PRIOR TO INSTALLATION.

ANY PROPOSED UTILITY ROUTING DESIGNATED ON THESE

DOCUMENTS ARE FOR GENERAL GUIDELINES ONLY UNLESS

OTHERWISE SPECIFIED. BARTLETT & WEST INC. ASSUMES

NO LIABILITY FOR IMPROPER ROUTING OR CONNECTIONS

TO EXISTING UTILITIES.

7. REFER TO ELECTRICAL ENGINEER'S PLANS FOR ALL

LOCATIONS, TYPE, DESIGN AND DETAILS OF SITE LIGHTING

AND ALL ELECTRICAL ROUTING USED THROUGHOUT THE

PROJECT.

8. ROOF DRAINS AND FOUNDATION DRAINS SHALL NOT BE

CONNECTED TO THE SANITARY SEWER

9. BMPS ARE NOT REQUIRED BY THE CITY AND SHALL NOT BE

PROVIDED ON THIS PROJECT SITE

10. WATER LINES SHALL BE INSTALLED AT LEAST 10 FEET

HORIZONTALLY FROM SANITARY LINES AND AT LEAST 5

FEET HORIZONTALLY FROM STORM SEWER. THE DISTANCE

SHALL BE MEASURED EDGE OF PIPE TO EDGE OF PIPE.

CONTRACTOR SHALL BE REQUIRED TO VERIFY AND FOLLOW

ALL CURRENT STATE DEPARTMENT OF HEALTH AND

ENVIRONMENT JURISDICTION REGULATIONS.

11. WATER LINES SHALL MAINTAIN 18-INCHES OF VERTICAL

CLEARANCE BETWEEN THE OUTSIDE OF THE WATER LINE

TO THE OUTSIDE OF THE SANITARY LINE. CONTRACTOR

SHALL BE REQUIRED TO VERIFY AND FOLLOW ALL CURRENT

STATE DEPARTMENT OF HEALTH AND ENVIRONMENT

JURISDICTION REGULATIONS.

12. ALL WATER LINES SHALL MAINTAIN A MINIMUM COVERAGE

OF 42-INCHES.

INSTALL 10" NYLOPLAST

DRAIN BASIN

TOP OF INLET: 943.75

FL OUT (EAST): 942.25

INSTALL 8" HDPE PIPE.

CONNECT TO EXISTING PIPE 2' OUTSIDE OF

BUILDING EDGE. CONTRACTOR TO VERIFY FL

AT CONNECTION POINT TO ENSURE

MINIMUM 2% SLOPE ON NEW PIPE IS

ACHIEVABLE. CONTRACTOR TO SCOPE

EXISTING LINE RUNNING UNDER BUILDING,

AND CLEAN OUT ANY DEBRIS PRESENT TO

ENSURE PROPER DRAINAGE PRIOR TO

INSTALLING NEW HDPE PIPE.

CONTRACTOR TO VERIFY

DEPTH OF SANITARY

SEWER LINE PRIOR TO

CONSTRUCTION. IF

STORM SEWER IS LESS

THAN 18" VERTICAL

SEPARATION FROM

SANITARY AT LOCATION

OF CROSSING, STORM

PIPE SHOULD BE ENCASED

IN CONCRETE, 10' IN

EACH DIRECTION OF

CROSSING.

INSTALL 10" NYLOPLAST

DRAIN BASIN

TOP OF INLET: 943.12

FL OUT (SOUTH): 941.62

INSTALL VISUAL AND

AUDIBLE FIRE ALARM

ABOVE DOOR.

INSTALL VISUAL AND

AUDIBLE FIRE ALARM

ABOVE DOOR.

INSTALL EXTERIOR

RATED EMERGENCY EXIT

SIGNAGE ABOVE DOOR

PER IBC 2018 CHAPTER 10

AND NFPA 101.

INSTALL EXTERIOR

RATED EMERGENCY EXIT

SIGNAGE ABOVE DOOR

PER IBC 2018 CHAPTER 10

AND NFPA 101.

INSTALL EXTERIOR

RATED EMERGENCY EXIT

SIGNAGE ABOVE DOOR

PER IBC 2018 CHAPTER 10

AND NFPA 101.

CLEAN OUT TO BE

ADJUSTED/LOWERED

TO MATCH FINISHED

GRADE.

INSTALL 90°, 34" PIPE

FITTINGS WITH

EXPANSION COUPLING ON

CONDENSATION PIPES

COMING OUT OF

BUILDING, AND USE 4"

PVC PIPE AT 2% MINIMUM

TO ROUTE THEM TO

UNDERGROUND STORM

LINE.

INSTALL 90°, 34" PIPE

FITTINGS WITH

EXPANSION COUPLING ON

CONDENSATION PIPES

COMING OUT OF

BUILDING, AND USE 4"

PVC PIPE AT 2% MINIMUM

TO ROUTE THEM TO

UNDERGROUND STORM

LINE.

INSTALL 4' DIAMETER

NYLOPLAST OR CAST IN

PLACE MANHOLE WITH

SOLID TOP.

TOP OF MANHOLE:

FL IN (N): 940.65

FL IN (NW):940.37

FL IN (SW): 941.00

FL IN (SE): 941.57

FL OUT (S): 940.00

FL 942.37

INSTALL 12" HDPE PIPE,

WITH REDUCER DOWN TO

EXISTING PIPE SIZE

BEFORE GOING UNDER

BUILDING.

ACCESS THROUGH BUILDING SHALL BE FOR PERSONNEL ONLY. ALL CONSTRUCTION

MATERIALS AND EQUIPMENT SHALL BE CRANE LIFTED IN AND OUT OF COURTYARD.

INSTALL EXTERIOR

RATED EMERGENCY EXIT

SIGNAGE ABOVE DOOR

PER IBC 2018 CHAPTER 10

AND NFPA 101.

EXISTING HOSE BIB

(NON-FUNCTIONING)

CONTRACTOR TO

REPAIR OR REPLACE

HOSE BIB TO

ENSURE IT

FUNCTIONS.

EXISTING HOSE BIB

(FUNCTIONING)

TP 944.27

TP 944.22

TP 944.17

TP 943.96

TP 944.02

TP 944.07

TP 944.11

TP 944.22

TP 944.17

TP 944.19

TP 944.22

TP 944.01

TP 943.98

TP 944.34

TP 944.20

TP 944.29

TP 944.32

ME 944.34

N 2004140.74 E 2329755.31

ME 944.35

N 2004142.98 E 2329751.28

ME 944.36

N 2004145.30 E 2329746.85

TP 944.11

TP 944.18

TP 943.99

TP 944.04

TP 943.96

TP 944.01

TP 943.91

TP 944.06

TP 944.05

TP 943.90

TP 944.35

ME 944.20

N 2004067.58 E 2329879.44

ME 944.20

N 2004073.72 E 2329883.69

ME 944.20

N 2004065.50 E 2329813.89

ME 944.36

N 2004124.50 E 2329726.30

ME 944.40

N 2004149.25 E 2329739.58

ME 944.29

N 2004118.88 E 2329743.56

ME 944.36

N 2004127.29 E 2329727.80

ME 944.20

N 2004063.98 E 2329765.94

TP 944.23

ME 944.12

N 2004069.76 E 2329760.93

FG 943.75

FG 943.12

TP 944.06

TP 944.28

TP 944.26TP 944.06

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DRAWING NO:

APPROVED BY:

DRAWN BY:

DESIGN PROJ:

DATE:

SHEET NO:

Dr aw in g

Na m e:

Pr oj \2

\A ut oC ad

\P la n Se t\2

.d w g L ay ou t N am e:

Pl ot te d

By : A

Pl ot te d on : 1

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M La st e di t o n:

b y:

1"BAR IS ONE INCH ON OFFICIAL DRAWINGS. IF NOT ONE INCH, ADJUST SCALE ACCORDINGLY.0 w w w .b ar tl et tw es t.

co m

KDW

21666.001

AS NOTED

OCTOBER 2024

C700 7 8

CONST PROJ:

SCALE:

G R

A D

W A

H O

A L

C O

U R

R D

L D

R , O

, K S

G R

A N

D V

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GENERAL NOTES

0 10' 20'

SCALE: 1"=10'

GRADING PLAN

1. ALL QUANTITIES SHALL BE CALCULATED BY THE

CONTRACTOR AND INCLUDE ALL SUBSIDIARY ITEMS

NECESSARY TO COMPLETE THE WORK.

2. NO ROCK EXCAVATION IS EXPECTED, BUT CONTRACTOR

SHALL PROVIDE A UNIT PRICE ESTIMATE FOR ROCK

EXCAVATION AS NECESSARY WITH BID.

3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL

PERMITS REQUIRED FOR CONSTRUCTION ACTIVITIES EXCEPT

FOR THE NOI PERMIT WHICH HAS BEEN SUBMITTED BY THE

ENGINEER.

4. THE CONTRACTOR SHALL OBTAIN A COPY OF THE

GEOTECHNICAL REPORT (IF APPLICABLE) AND FAMILIARIZE

THEIRSELF WITH ALL SOIL CONDITIONS AND

RECOMMENDATIONS.

5. ALL AREAS DISTURBED DURING THE PROGRESS OF THIS

PROJECT SHALL BE FINISHED WITH 6" (MIN.) OF TOPSOIL

AND GRADED/RESTORED TO EXISTING CONDITIONS PRIOR

TO DISTURBANCE.

6. ALL AREAS SHALL SLOPE AWAY FROM PROPOSED BUILDING.

7. ALL GROUND SURFACES SHALL VARY UNIFORMLY BETWEEN

INDICATED ELEVATIONS.

8. GRADING PLAN REFLECTS TOP OF TURF OR PAVEMENT

ELEVATION UNLESS OTHERWISE NOTED.

9. CONTRACTOR SHALL PROVIDE AND MAINTAIN POSITIVE

DRAINAGE DURING ALL PHASES OF CONSTRUCTION.

10. EXISTING UTILITIES AS SHOWN ARE APPROXIMATE

LOCATIONS ONLY. IT SHALL BE THE RESPONSIBILITY OF

THE CONTRACTOR TO VERIFY THE LOCATIONS OF ALL

EXISTING UTILITIES PRIOR TO THE START OF

CONSTRUCTION WORK. ANY DAMAGE TO EXISTING

STRUCTURES, UTILITIES, FENCES, AND/OR INCIDENTALS

NOT DESIGNATED FOR REMOVAL SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE.

11. ALL PROPOSED SIDEWALKS SHALL HAVE A MINIMUM OF 1%

CROSS SLOPE UNLESS OTHERWISE NOTED.

12. THE CONTRACTOR SHALL NOT PERFORM FINAL GRADING OR

SEEDING UNTIL ALL UTILITY INSTALLATIONS ARE COMPLETE.

13. NO SIDEWALK IS TO EXCEED 5% SLOPE UNLESS IT IS AN

ADA COMPLIANT RAMP.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

MAINTAINING AND PROTECTING ALL SURVEY STAKES

(CONSTRUCTION STAKES, CONTROL POINTS, REFERENCE

POINTS, BENCH MARKS, PROPERTY AND OFFSET CORNERS,

AND ALL OTHER ESSENTIAL HORIZONTAL AND VERTICAL

SURVEY CONTROL POINTS) UNTIL CONSTRUCTION ACTIVITY

IS COMPLETED. THE CONTRACTOR SHALL PAY FOR

RE-STAKING ANY SURVEY STAKES THAT ARE DESTROYED.

= TOP OF PAVEMENTTP

= MATCH EXISTINGME

GRADE TO BE BROUGHT

TO 944.20 AROUND

ENTIRE PERIMETER OF

COURTYARD (TYP.)

GRADE TO BE BROUGHT

TO 944.20 AROUND

ENTIRE PERIMETER OF

COURTYARD (TYP.)

FFE 944.40

SWALE @ 1%

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DRAWING NO:

APPROVED BY:

DRAWN BY:

DESIGN PROJ:

DATE:

SHEET NO:

Dr aw in g

Na m e:

Pr oj \2

\A ut oC ad

\P la n Se t\2

dw g

L ay ou t N am e:

L Pl ot te d By

: A

Pl ot te d on

: 1 0/

A M

La st e di t o n:

b y:

1"BAR IS ONE INCH ON OFFICIAL DRAWINGS. IF NOT ONE INCH, ADJUST SCALE ACCORDINGLY.0 w w w .b ar tl et tw es t.

co m

KDW

21666.001

AS NOTED

OCTOBER 2024

C800 8 8

CONST PROJ:

SCALE:

A R

O N

C O

O L

W A

H O

A L

C O

U R

R D

L D

R , O

, K S

G R

A N

D V

D R

, O V

E R

D P

A R

K , K

0 10' 20'

SCALE: 1"=10'

PRELIMINARY EROSION CONTROL PLAN

1. CONSTRUCT CONSTRUCTION ENTRANCE.

2. ALL STRUCTURAL BMP'S MUST BE IN PLACE BEFORE GENERAL CLEARING AND DEMOLITION OPERATIONS BEGIN. CLEARING NECESSARY TO PLACE STRUCTURAL BMP'S SHALL BE THE MINIMUM REQUIRED FOR INSTALLATION. COORDINATE CLEARING NECESSARY TO PLACE STRUCTURAL BMP'S WITH LOCAL WEATHER FORECAST SO THAT CLEARING AND PLACEMENT MAY BE COMPLETED WITHIN A FORECAST DRY PERIOD. STABILIZE ALL DIVERSION DIKES, SEDIMENT BASINS AND SEDIMENT TRAPS

WITHIN 5 DAYS AFTER INSTALLATION.

3. CLEAR SITE AND COMPLETE MASS GRADING.

4. PLAN MODIFICATION: THE CONTRACTOR MUST MODIFY THE PLAN IF THE PLAN FAILS TO SUBSTANTIALLY CONTROL EROSION AND OFFSITE SEDIMENTATION. THE CONTRACTOR MAY MODIFY THE PLAN OR CONSTRUCTION SEQUENCE IF IMPLEMENTATION IS INFEASIBLE FOR SITE CONDITIONS OR CONTRACTOR METHODS. ANY SUCH MODIFICATION SHALL CONTROL EROSION AND OFFSITE SEDIMENTATION TO THE MAXIMUM EXTENT PRACTICABLE. PLAN MODIFICATIONS DUE TO INEFFECTIVENESS MAY BE TAKEN WITHOUT PRIOR APPROVAL OF THE REVIEW AGENCY, BUT MUST BE FULLY DOCUMENTED AND APPROVAL SECURED FROM THE PERMITTING AUTHORITY AS SOON AS PRACTICABLE. THE DOCUMENTATION LOG IS TO INCLUDE THE DATE AND A BRIEF DESCRIPTION OF THE CHANGE AND THE NAME & TITLE OF THE PERSON WHO AUTHORIZES THE CHANGE, PER PART 7.3.1 OF THE

NOI PERMIT.

PRE-CLEARING CONSTRUCTION SEQUENCE:

EROSION CONTROL NOTES:

1. ALL WORK IN PUBLIC EASEMENTS AND RIGHT-OF-WAY AND ALL EROSION CONTROL WORK MUST COMPLY WITH THE LATEST

EDITION OF THE TECHNICAL PROVISIONS & STANDARD DRAWINGS FOR ROADS AND SEWERS, OF THE STATE OF KANSAS.

2. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, TOOLS, EQUIPMENT AND LABOR AS NECESSARY TO INSTALL AND MAINTAIN ADEQUATE EROSION CONTROL, KEEP THE STREETS CLEAN OF MUD AND DEBRIS, AND PREVENT SOIL FROM LEAVING THE PROJECT SITE. THE PROJECTS STORMWATER POLLUTION PREVENTION PLAN, A COPY OF WHICH SHALL BE MAINTAINED AND UPDATED ON

SITE AT ALL TIMES.

3. GOOD HOUSEKEEPING, INCLUDING SPILL RESPONSE SHALL BE PERFORMED IN ACCORDANCE WITH THE AMERICAN PUBLIC WORKS

ASSOCIATION STANDARD SPECIFICATIONS, SECTION 2150.

4. THE CONTRACTOR SHALL TEMPORARILY SEED AND MULCH, OR OTHERWISE STABILIZE ANY DISTURBED AREA WHERE THE LAND DISTURBANCE ACTIVITY HAS CEASED AND WILL NOT RESUME FOR A PERIOD OF FOURTEEN (14) CALENDAR DAYS. STABILIZATION ACTIVITIES MUST BE COMPLETED WITHIN 14 DAYS AFTER SOIL DISTURBING ACTIVITIES HAVE CEASED.

5. SEDIMENT CONTROL & EROSION CONTROL MEASURES MUST BE MAINTAINED UNTIL FINAL STABILIZATION IS OBTAINED ACROSS ALL UPHILL DISTURBED AREAS. FINAL STABILIZATION REQUIRES OBTAINING A VEGETATIVE DENSITY OF AT LEAST 70%

COMPARED TO OFFSITE UNDISTURBED VEGETATIVE COVER

6. ALL PHASES OF CONSTRUCTION, INCLUDING EROSION CONTROL, COVERED BY THESE PLANS SHALL CONFORM TO THE CURRENT

CITY STANDARDS, DETAILS AND TECHNICAL SPECIFICATIONS OF THE STATE OF KANSAS.

7. THE CONTRACTOR SHALL KEEP A WRITTEN LOG OF WHEN CONSTRUCTION ACTIVITIES BEGIN, EROSION AND SEDIMENT CONTROLS ARE INSTALLED, INSPECTED AND REPAIRED. COPIES OF LOG SHALL BE FURNISHED TO THE ENGINEER.

8. THE CONTRACTOR SHALL MONITOR EROSION AND SEDIMENT CONTROL MEASURES THROUGHOUT THE PROJECT. THIS PLAN MAY

BE UPDATED AS CONSTRUCTION PROGRESSES WITH APPROVAL OF ENGINEER.

9. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES INSTALLED AS PART OF THIS PLAN SHALL NOT BE REMOVED FOLLOWING CONSTRUCTION UNTIL SLOPES ARE STABILIZED TO A NON-EROSIVE STATE WITH ESTABLISHED GRASS OR AS

DIRECTED BY THE ENGINEER.

10. IMMEDIATELY AFTER MOBILIZATION AND PRIOR TO STARTING ANY SOIL DISTURBING ACTIVITIES, THE CONTRACTOR SHALL INSTALL ANY PERIMETER EROSION AND SEDIMENT CONTROL MEASURES, GRAVEL CONSTRUCTION ENTRANCE(S) AND ANY TEMPORARY SEDIMENT BASIN(S). IT IS RECOGNIZED THAT SOME SITE CLEARING AND PREPARATION MAY BY REQUIRED TO

PROPERLY INSTALL SUCH MEASURES.

11. THE RECOMMENDED SEQUENCE OF CONSTRUCTION ACTIVITIES AND OF THE INSTALLATION AND REMOVAL OF EROSION AND SEDIMENT CONTROL MEASURES IS AS FOLLOWS: ANY PERIMETER CONTROL MEASURES (SILT FENCE) INCLUDING AREAS DRAINING TO A DRAINAGE WAY SUCH AS A STREAM, GRAVEL CONSTRUCTION ENTRANCE(S), CONSTRUCTION OF SANITARY SEWERS, STORM SEWERS, STRAW OR HAY BALE INLET PROTECTION AND BALE DITCH CHECKS, STREETS, FINAL GRADING, SEEDING, FERTILIZING AND MULCHING ON ALL SLOPES AND DISTURBED AREAS, INDIVIDUAL SITE CONTROL MEASURES, REMOVAL OF TEMPORARY

PRACTICES, REMOVAL OF PERIMETER CONTROLS AND SITE CLEANUP.

12. PERIMETER SILT FENCE, BALE DITCH CHECKS AND CONSTRUCTION ENTRANCE(S) SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS OR THE CITY REQUIREMENTS. INSTALL SILT FENCE OR BALES WHERE REPRESENTED ON PLAN AS DITCH CHECKS AND SLOPE CONTROL, AROUND INLETS, ALONG ROADWAYS, AREAS DRAINING TO DRAINAGE WAYS SUCH AS A STREAM AND OTHER LOCATIONS AS NEEDED TO PREVENT SEDIMENT FROM LEAVING THE SITE. MEASURES WILL BE KEPT IN PLACE UNTIL GRASS IS

ESTABLISHED.

13. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED BY THE GENERAL CONTRACTOR NOT LESS THAN WEEKLY OR WITHIN 24 HOURS AFTER A RAINFALL EVENT OF 0.5 INCHES OR MORE. MAINTENANCE SHALL INCLUDE BUT NOT LIMITED TO SEDIMENT REMOVAL, SILT FENCE AND HAY BALE BARRIER REPAIR AND/OR REPLACEMENT.

14. CONSTRUCTION ENTRANCES SHALL BE MAINTAINED BY THE GENERAL CONTRACTOR IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS AND PAVED STREETS. THIS MAY INCLUDE PERIODIC TOP DRESSING WITH ADDITIONAL CRUSHED STONE AS CONDITIONS WARRANT. REPAIR OF ENTRANCES, CLEANING ON A DAILY BASIS OF RIGHT-OF-WAYS AND PAVED STREETS THAT HAVE BEEN SOILED BY CONSTRUCTION ACTIVITIES SHALL BE THE GENERAL

CONTRACTOR'S RESPONSIBILITY.

15. THE CONTRACTOR SHALL NOTIFY EACH SUB-CONTRACTOR OR ENTITY (INCLUDING UTILITY CREWS AND CITY EMPLOYEES OR THEIR AGENTS) THAT WILL BE PERFORMING WORK AT THE SITE OF THE EROSION CONTROL PLAN AND WHAT ACTIONS OR

PRECAUTIONS SHALL BE TAKEN TO MINIMIZE THE POTENTIAL FOR SOIL EROSION.

16. DURING ALL SOIL DISTURBING ACTIVITIES, THE GENERAL CONTRACTOR WILL TAKE APPROPRIATE STEPS USING ACCEPTED CONSTRUCTION METHODS TO MINIMIZE THE TIME OF EXPOSURE OF UNPROTECTED SOIL AND OTHER CONSTRUCTION MATERIALS

TO RAINFALL.

17. NO GROUND SHALL BE LEFT OPEN FOR MORE THAN 7 DAYS OF NON-ACTIVITY WITHOUT MULCHED (OR EQUIVALENT) WITH

SEEDING.

18. SOIL STOCKPILED FOR MORE THAN 7 DAYS SHALL HAVE SILT FENCE OR BALES PLACED ON THE DOWNHILL SLOPES TO TRAP

SEDIMENT.

INLET PROTECTION

(UNLESS OTHERWISE

CALLED)

EROSION CONTROL LEGEND

INLET PROTECTION

AREA MAP

NOT TO SCALE

COURTYARD

CONTRACTOR AND CRANE

STAGING AREA. INSTALL SILT

FENCE AROUND PERIMETER.

AREA INLET SEDIMENT PROTECTION

NOTES:

1. OTHER APPROVED CURB INLET SEDIMENT FILTERS MAY BE USED.

2. CONTRACTOR TO CLEAN OUT SEDIMENT AFTER EACH SIGNIFICANT RAINFALL EVENT.

3. ANY SEDIMENT OR GRAVEL DEPOSITED IN INLET SHALL BE REMOVED PROMPTLY.

GRAVEL FILTER BAGS SHALL

BE APPROXIMATELY 24"

LONG, 12" WIDE HEIGHT OF

BAGS SHOULD NOT BE ABOVE

THE TOP OF THE INLET AND

SURROUND ENTIRE INLET

4" TO 6" FROM

OPENING

PLACE GRAVEL FILTER BAGS SUCH

THAT NO GAPS BETWEEN BAGS

OR AGAINST CURB ARE EVIDENT

CONTRACTOR TO REPAIR ANY

DAMAGE TO LANDSCAPING

AND SIDEWALKS/DRIVES AS

NEEDED.

AutoCAD SHX Text 6"

S, S

, A

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D, D

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M O

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DRAWING NO:

APPROVED BY:

DRAWN BY:

DESIGN PROJ:

DATE:

SHEET NO:

Dr aw in g

Na m e:

Pr oj \2

\A ut oC ad

\P la n Se t\2

dw g

L ay ou t N am e:

P lo tte d

By : A

Pl ot te d on : 1

:5 8:

M La st e di t o n:

b y:

1"BAR IS ONE INCH ON OFFICIAL DRAWINGS. IF NOT ONE INCH, ADJUST SCALE ACCORDINGLY.0 w w w .b ar tl et tw es t.

co m

KDW

21666.001

AS NOTED

OCTOBER 2024

C801 9 8

CONST PROJ:

SCALE:

E R

O N

C O

O L

W A

H O

A L

C O

U R

R D

L D

R , O

, K S

G R

A N

D V

D R

, O V

E R

D P

A R

K , K

0 10' 20'

SCALE: 1"=10'

INTERIM EROSION CONTROL PLAN

1. CLEAR SITE AND COMPLETE MASS GRADING.

2. DEFINE CONCRETE WASHOUT AND TOPSOIL STOCKPILE LOCATIONS, INSTALL ASSOCIATED SILT FENCING.

3. PLAN MODIFICATION: THE CONTRACTOR MUST MODIFY THE PLAN IF THE PLAN FAILS TO SUBSTANTIALLY CONTROL EROSION AND OFFSITE SEDIMENTATION. THE CONTRACTOR MAY MODIFY THE PLAN OR CONSTRUCTION SEQUENCE IF IMPLEMENTATION IS INFEASIBLE FOR SITE CONDITIONS OR CONTRACTOR METHODS. ANY SUCH MODIFICATION SHALL CONTROL EROSION AND OFFSITE SEDIMENTATION TO THE MAXIMUM EXTENT PRACTICABLE. PLAN MODIFICATIONS DUE TO INEFFECTIVENESS MAY BE TAKEN WITHOUT PRIOR APPROVAL OF THE REVIEW AGENCY, BUT MUST BE FULLY DOCUMENTED AND APPROVAL SECURED FROM THE PERMITTING AUTHORITY AS SOON AS PRACTICABLE. THE DOCUMENTATION LOG IS TO INCLUDE THE DATE AND A BRIEF DESCRIPTION OF THE CHANGE AND THE NAME & TITLE OF THE PERSON WHO AUTHORIZES THE CHANGE, PER PART 7.3.1 OF THE

NOI PERMIT.

INTERIM PHASING CONSTRUCTION SEQUENCE:

BARTLETT & WEST

544 COLUMBIA DRIVE

LAWRENCE, KS 66049

PROJECT CONTACT: KATELYN WOLF

EMAIL: katelyn.wolf@bartwest.com

PHONE: 785-330-7040

ENGINEERING FIRM OF RECORD

INLET PROTECTION

(UNLESS OTHERWISE

CALLED)

EROSION CONTROL LEGEND

1. REMOVE ANY BMP'S THAT WERE CONSTRUCTED WITH THE PRE-CLEARING PLAN THAT ARE NOT SHOWN ON THIS SHEET.

2. IMPLEMENT FINAL STABILIZATION: COORDINATE REMOVAL OF CONSTRUCTION PHASE BMPS NECESSARY TO PLACE FINAL STABILIZATION WITH LOCAL WEATHER FORECAST SO THAT REMOVAL AND PLACEMENT MAY BE COMPLETED WITHIN A FORECAST DRY PERIOD. DOWN-SLOPE PERIMETER CONTROLS SHALL NOT BE REMOVED UNTIL FINAL STABILIZATION IS PLACED AND

VEGETATIVE COVER IS ESTABLISHED OVER THE REMAINDER OF THE SITE.

3. ESTABLISHMENT AND FINAL CONSTRUCTION: ONCE THE REMAINDER OF THE SITE IS STABILIZED INCLUDING ESTABLISHMENT OF SEEDED COVER TYPES, CONSTRUCT PERMANENT WATER QUALITY BMPS AND REMOVE THE SEDIMENT CONTROLS AND THE REMAINING ACCESS CONTROLS. RESTORE AREA DISTURBED BY REMOVAL OF SEDIMENT CONTROLS.

NOI PERMIT.

5. CONTRACTOR SHALL REPLACE DISTURBED AREAS WITH SEED OR SOD, AS INDICATED ON THE PLAN WITHIN 14 DAYS AFTER PAVING COMPLETION AND FINAL TOPSOIL GRADING. REFER TO LANDSCAPE PLAN FOR TOPSOIL SPECIFICATIONS.

6. THE RETENTION OF ACCESS CONTROLS AND SEDIMENT CONTROLS UNTIL VEGETATIVE DENSITY OF AT LEAST 70% IS ESTABLISHED

COMPARED TO OFFSITE UNDISTURBED VEGETATIVE COVER

FINAL RESTORATION PLAN CONSTRUCTION SEQUENCE:

INLET PROTECTION TO

BE REMOVED AFTER

SOD IS IN PLACE

INLET PROTECTION TO

BE REMOVED AFTER

SOD IS IN PLACE

EXISTING TREE (1)

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B&B 2" CAL3

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GENERAL NOTES

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SCALE: 1"=10'

LANDSCAPE PLAN

1. GENERAL CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A

PERIOD OF ONE (1) YEAR FROM DATE OF PROJECT SUBSTANTIAL

COMPLETION.

2. ALL PLANT MATERIALS SHALL MEET MINIMUM REQUIREMENTS SHOWN IN

THE "AMERICAN STANDARDS FOR NURSERY STOCK" (ANSI Z60.1-1990),

INCLUDING SUPPLEMENTS.

3. EACH TREE AND SHRUB SHALL BE SECURELY LABELED WITH A WATERPROOF

TAG INDICATING BOTANICAL NAME AND COMMON NAME FOR DELIVERY TO

SITE.

4. NO PLANT MATERIAL SHALL BE SUBSTITUTED WITH OUT THE APPROVAL OF

THE OWNER. ALL PLANTING LOCATIONS FOR TREES AND SHRUBS SHALL BE

FLAGGED BY THE CONTRACTOR AND APPROVED BY THE OWNER, PRIOR TO

INSTALLATION.

5. ALL DISCREPANCIES AND/OR FIELD CHANGES SHALL BE REPORTED TO THE

OWNER FOR APPROVAL PRIOR TO IMPLEMENTATION. WHEN CONDITIONS

DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE

FILL, ADVERSE DRAINAGE CONDITIONS OR OBSTRUCTIONS, LANDSCAPE

CONTRACTOR SHALL NOTIFY THE OWNER BEFORE PLANTING.

6. THE GENERAL CONTRACTOR SHALL VERIFY LOCATION OF AND PROTECT ALL

UTILITIES AND STRUCTURES. DAMAGE TO UTILITIES AND STRUCTURES

SHALL BE REPAIRED BY THE CONTRACTOR.

7. THE LANDSCAPE CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER

CONTRACTORS ON SITE THROUGHOUT THE CONSTRUCTION PROCESS.

8. ALL SHRUB AND TREE PLANTING AREAS SHALL BE EXCAVATED AND

BACK-FILLED WITH PLANT MIX. PROVIDE FERTILIZER WITH NOT LESS THAN

5% TOTAL NITROGEN, 10% AVAILABLE PHOSPHORIC ACID AND 5%

SOLUBLE POTASH. DISCARD SUBSOIL REMOVED FROM PLANTING AREA

EXCAVATION; DO NOT MIX WITH PLANT MIX OR USE AS BACK-FILL. SEE

DETAILS FOR COMPLETE PLANTING PREPARATION. PREPARE PLANTING

AREAS AND INSTALL PLANTS COMPLETELY, PRIOR TO SODDING.

9. PLANT MIX SHALL CONSIST OF TOPSOIL COMPLETELY FREE OF DEBRIS,

ROCK IN EXCESS OF 1" IN DIAMETER, STICKS AND CLAY. MIX ONE PART

COMPOSTED STABLE MANURE AND THREE PARTS TOPSOIL WITH FERTILIZER

AS SPECIFIED ABOVE.

10. ALL PLANTED SURFACES SHALL RECEIVE EMULSION TYPE, FILM FORMING,

ANTI-DESSICANT AGENT DESIGNED TO PERMIT TRANSPIRATION, BUT

RETARD EXCESSIVE LOSS OF MOISTURE FROM PLANTS. ANTI-DESSICANT

TO BE DELIVERED IN MANUFACTURER'S FULLY IDENTIFIED CONTAINERS

AND MIXED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

APPLY PRIOR TO APPLICATION OF MULCH.

11. ALL DISTURBED AREAS NOT DESIGNATED AS PAVEMENT, BMP AREA, OR

PLANTING BEDS SHALL BE SODDED WITH TURF TYPE TALL FESCUE BLEND

OR APPROVED EQUAL AT THE DIRECTION OF THE OWNER.

12. ALL TURF AREAS, PLANTING BEDS AND ZONES DESIGNATED TO BE PLANTED

WITH BMP PLANTINGS SHALL CONSIST OF A MINIMUM 8" THICKNESS

TOPSOIL FREE OF CLAY, DEBRIS, STICKS OR ROCKS IN EXCESS OF 1" IN

DIAMETER.

13. ALL TOPSOIL AREAS SHALL BE FINE GRADED AND RAKED, REMOVING

RIDGES AND FILLING DEPRESSIONS AS REQUIRED TO MEET FINISHED

GRADES AND CREATE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PRIOR

TO SODDING, MOISTEN PREPARED TOPSOIL IF GROUND IS DRY. AFTER ONE

MONTH FOLLOWING SODDING, APPLY FERTILIZER AT THE MANUFACTURER'S

RECOMMENDED RATE FOR NEWLY ESTABLISHED LAWNS. AFTER TWO

MONTHS FOLLOWING SODDING, APPLY GYPSUM AT THE RATE OF 100 LBS.

PER 1000 SQ. FEET. THE GENERAL CONTRACTOR SHALL MAINTAIN ALL

PLANTED OR TURF AREAS THROUGHOUT THE WARRANTY PERIOD AND

SHALL PERFORM OPERATIONS SUCH AS ROLLING, REGRADING, RESEEDING,

RESODDING, AND/OR REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH

TURF SURFACE, FREE OF ERODED OR BARE AREAS.

14. ALL UTILITY INFORMATION SHOWN HEREIN IS BASED ON THE

INFORMATION AVAILABLE TO THE DESIGN PROFESSIONAL AT THE TIME OF

DESIGN. THE CONTRACTOR SHALL VERIFY ALL UTILITY DEPTHS AND

LOCATIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES TO FIELD LOCATE

AND/OR ADJUST THEIR UTILITY AS REQUIRED FOR CONSTRUCTION. ALL

UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND THE

DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR SAME.

15. CONTRACTOR SHALL BE RESPONSIBLE FOR CALCULATING THE AREAS AND

QUANTITIES OF SOD NEEDED FOR OPTIMUM COVERAGE.

16. REMOVE ANY EXCESS SOIL AND DEBRIS FROM AREA AND DISPOSE OF IN AN

APPROVED MANNER.

17. SPACING SHOWN FOR PLANTS IS FOR INFORMATION ONLY AND SHALL BE

ADJUSTED AS REQUIRED TO PROVIDE UNIFORM SPACING WITHIN PLANTING

BEDS.

18. CONTRACTOR SHALL BE REQUIRED TO PROVIDE PERFORMANCE

SPECIFICATIONS FOR DESIGN AND LAYOUT OF IRRIGATION SYSTEM TO BE

APPROVED BY THE OWNER.

CODE BOTANICAL / COMMON NAME CONT QTY

TREES

PLANT SCHEDULE

-SOD-

IRRIGATION NOTE: EXISTING HOSE BIB IN COURTYARD TO BE USED FOR

IRRIGATION PURPOSES BY GROUNDS STAFF

ACCESS THROUGH BUILDING SHALL BE FOR PERSONNEL ONLY. ALL CONSTRUCTION

MATERIALS AND EQUIPMENT SHALL BE CRANE LIFTED IN AND OUT OF COURTYARD.

AutoCAD SHX Text

CER OKL

AutoCAD SHX Text Cercis canadensis texensis 'Oklahoma' / Oklahoma Texas Redbud

AutoCAD SHX Text

B&B 2" CAL

AutoCAD SHX Text

Sheets and Views

1 COVER

2 EXISTING CONDITIONS

3 DEMOLITION

4 LAYOUT

5 DIMENSION PLAN

6 UTILITY PLAN

7 GRADING PLAN

8 PRELIMINARY EROSION CONTROL

9 INTERIM & FINAL EROSION CONTROL

10 LANDSCAPE PLAN

File details come from the government source that posted it. Updated Jan 6, 2025.