Construction_Bid_Documents.pdf

PDF 7 MB Posted Aug 19, 2025

Attached to: Building Water Proofing State and local contract opportunity
Solicitation number: EVT0010462
Issued by: Johnson County, Kansas

About this file

Written by GovTribe AI · Aug 22, 2025

These construction documents are for the Parsons State Hospital Education Building No. 16 Water Proof, Storm Drainage & Soil Elevation project, located at 2601 Gabriel Ave, Parsons, Kansas 67357. The project is being managed by the Kansas Department of Aging & Disability Services and designed by Bartlett & West, Inc., with civil engineering services by Cornerstone Regional Surveying, LLC. The bid set, dated August 2025, includes comprehensive civil engineering plans covering existing conditions, demolition, site layout, grading, drainage, erosion control, and final restoration for the project. The documents provide detailed technical specifications for site preparation, utility management, drainage improvements, and post-construction landscape restoration.

The project involves comprehensive site work for an education building, including precise drainage system modifications, sidewalk replacements, utility coordination, and erosion control measures. The plans specify technical requirements such as concrete sidewalk installations, pipe routing, drainage basin implementations, and systematic restoration protocols. Key technical specifications include 4000 PSI concrete specifications, 95% standard proctor subgrade compaction, and detailed erosion control strategies that require maintaining site stability, managing sediment runoff, and achieving 70% vegetative ground cover. The documents emphasize contractor responsibilities for utility verification, site preservation, and adherence to Kansas state design codes and specifications throughout the construction process.

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Other files for this state and local contract opportunity

Other files attached to Building Water Proofing, newest first.
File	Type	Posted
EVT0010462_-_Building_Waterproofing_-_RFQ.pdf	PDF	Aug 19, 2025
Amendment_2_-_Q_A.docx	DOCX document	Aug 19, 2025
Amendment_3_-_Prebid_meeting_minutes.pdf	PDF	Aug 19, 2025
Building_Water_Proofing.pdf	PDF	Aug 19, 2025
Amendment_1_-_Prebid_Date_Change.pdf	PDF	Aug 19, 2025
Amendment_4_-_Close_Date_Extended.pdf	PDF	Aug 19, 2025

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S, S

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DRAWING NO:

APPROVED BY:

DRAWN BY:

DESIGN PROJ:

DATE:

SHEET NO:

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co m

C O

KDW

ACS

21666.005

AS NOTED

AUG 2025

C100 1 8

CONST PROJ:

SCALE:

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C100 COVER SHEET

C200 EXISTING CONDITIONS & DEMOLITION

C300 SITE LAYOUT & DIMENSION

C400 GRADING PLAN

C500 DRAINAGE PLAN

C600-C601 EROSION CONTROL PLANS

C700 DETAILS

SHEET INDEX

OWNER/OPERATOR

CIVIL ENGINEER

BARTLETT & WEST, INC.

544 COLUMBIA DRIVE

LAWRENCE, KS 66049

EMAIL: KATELYN.WOLF@BARTWEST.COM

PHONE: 785-330-7040

SURVEYORS

CORNERSTONE REGIONAL SURVEYING, LLC

1921 North Penn Independence, KS EMAIL: William Booe <w.booe@cornerstone-rs.com>

PHONE: 620.331.6767

CONTACTS:

O P

FOEB

A N

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

CONSTRUCTION DOCUMENTS - BID SET

FOR

PARSONS STATE HOSPITAL - EDUCATION BUILDING

PROJECT #: X-1494

AUGUST 2025

N=1577374.91 E=2248477.29

N=1577385.24 E=2248463.74

N=1577371.17 E=2248456.14

N=1577337.84 E=2248432.21

N=1577316.67 E=2248435.73

N=1577292.76 E=2248469.09

N=1577284.99 E=2248476.47

N=1577296.07 E=2248490.40

N=1577346.71 E=2248519.77

N=1577353.74 E=2248506.62

N=1577357.95 E=2248529.90

N=1577326.14 E=2248537.94

N=1577311.63 E=2248558.29

N=1577290.54 E=2248566.98

N=1577282.02 E=2248592.22 N=1577258.19

E=2248625.46

N=1577273.95 E=2248647.50

N=1577251.33 E=2248652.23

N=1577231.86 E=2248679.45

N=1577205.22 E=2248683.82

N=1577175.03 E=2248662.26

N=1577172.98 E=2248634.29

N=1577178.77 E=2248622.94

N=1577192.49 E=2248606.82

N=1577219.15 E=2248602.51

N=1577159.77 E=2248663.42

N=1577133.46 E=2248700.24 N=1577121.77

E=2248716.71

N=1577107.00 E=2248704.57

N=1577057.76 E=2248675.21

N=1577073.39 E=2248656.89

N=1577094.25 E=2248627.63

N=1577120.78 E=2248623.32

N=1577138.12 E=2248621.20

N=1577145.89 E=2248624.24

N=1577305.82 E=2248670.57

N=1577322.17 E=2248667.79

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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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E X

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Pl ot te d on

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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.

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ACS

21666.005

AS NOTED

AUG 2025

C200 2 8

CONST PROJ:

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0 20' 40'

SCALE: 1"=20'

EXISTING CONDITIONS & DEMOLITION

BEARINGS:

KANSAS STATE PLANE COORDINATE SYSTEM, SOUTH ZONE

VERTICAL DATUM:

NAVD88, HE0412 Z 54 RESET, ELEV 906.9

PROJECT BENCHMARK:

CIVIL ENGINEER

BARTLETT & WEST, INC.

544 COLUMBIA DRIVE

LAWRENCE, KS 66049

EMAIL: KATELYN.WOLF@BARTWEST.COM

PHONE: 785-330-7040

SURVEYORS

CORNERSTONE REGIONAL SURVEYING, LLC

1921 North Penn Independence, KS EMAIL: William Booe <w.booe@cornerstone-rs.com>

PHONE: 620.331.6767

PROJECT CONTACTS:

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.

SAWCUTS ALONG SIDEWALKS AND PAVEMENT SHALL BE REMOVED AT THE NEAREST

EXISTING JOINT IF APPLICABLE.

SAWCUT AND REMOVE

SIDEWALK PAVEMENT TO

NEAREST EXISTING JOINT

LINE.

HATCHING IS FOR VISUAL

REPRESENTATION,

NOT FOR DIMENSIONAL

ACCURACY OF EXISTING

JOINTS. (TYP.)

REMOVE APPROX. 130

LF OF EXISTING PIPE.

REPLACE PER

DRAINAGE PLAN.

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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:

P lo tte d By

: K

Pl ot te d on

: 8 /1

:5 3:

M La st e di t o n:

/3 /2

P 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

L A

O N

KDW

ACS

21666.005

AS NOTED

AUG 2025

C300 3 8

CONST PROJ:

SCALE:

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0 20' 40'

SCALE: 1"=20'

SITE LAYOUT & DIMENSION PLAN

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. THE PORTLAND CEMENT CONCRETE MIX SHALL 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%.

13. SEE KANSAS OFPM PROJECT A-015372 PSH MUSIC,

EDUCATION, ART & O.T. COORDINATION & MAINT. BLDG.

REROOF PROJECT FOR ROOF REPLACEMENT AND ROOF

DOWNSPOUT PLANS AND DETAILS.

GENERAL NOTES

LEGEND

4" CONCRETE SIDEWALK

INSTALL 4" CONCRETE SIDEWALK TO REPLACE SIDEWALK REMOVED TO FACILITATE

PIPE CONSTRUCTION. REFER TO DETAIL ON C700. INSTALL 2 - 18" DOWELS AT 13

POINTS OF EACH JOINT WITH EXISTING SIDEWALK AND ON 12" CENTERS ALONG

BUILDING FOUNDATION.

REPLACE CONCRETE TO NEAREST EXISTING SIDEWALK JOINT. HATCHING IS FOR

VISUAL REPRESENTATION, NOT FOR DIMENSIONAL ACCURACY OF EXISTING JOINTS. (TYP.)

REFER TO DRAINAGE PLANS

FOR SIZING,TYPE & FLOW

LINES OF NEW PIPES (TYP.)

REFER TO DRAINAGE PLANS

FOR SIZING,TYPE & FLOW

LINES OF NEW PIPES (TYP.)

REFER TO DRAINAGE PLAN

C500

FOR SIZING,TYPE & FLOW

LINES OF NEW PIPES (TYP.)

14.00

131.57

53.20

7.00'

73.58

58.28

7.00'

7.00' 63.64

13.12

15.72

130.49

20.33

.24

14.97

6.50

74.43

73.01

12.75'

13.25'

10.09

9.91

51.79

61.78

46.75

8.50'

13.10

8.00'11.62

20.55 82.91

7.75' 21.31

6.75'

21.13 68.26

7.75'

14.37

BLDG 16

EDUCATION

BLDG 2

ART & O.T.

BLDG 14

COORDINATION CENTER

BLDG 24

MUSIC

21.02

.73

64.36

6.95

FL OF SWALE = 920.20

FL OF SWALE = 918.34

919 920

LP 919.50

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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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Pl ot te d

By : K

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/1 3/

P M

La st e di t o n:

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

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ACS

21666.005

AS NOTED

AUG 2025

C400 4 8

CONST PROJ:

SCALE:

X-

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0 20' 40'

SCALE: 1"=20'

GRADING PLAN

GRADING NOTES:

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.

= FLOWLINEFL

= MATCH EXISTINGME

MATCH EXISTING GRADES

AT ALL CONCRETE REPLACEMENT

LOCATIONS. SIDEWALKS TO SLOPE

AWAY FROM THE BUILDING AT A

MINIMUM OF 0.5% AND A MAXIMUM

OF 2%.

CONTRACTOR TO BRING ALL DISTURBED

AREA BACK TO EXISTING GRADE,

ENSURING SLOPE IS AWAY FROM

BUILDINGS. (TYP.)

PVC FL

7.4

PVC FL

7.1

PVC FL

6.1

PVC FL

7.4

PVC FL

6.5

PVC FL

6.0

PVC FL

5.3

12"

C FL

5.1

12"

C FL

3.9

PVC FL

4.3

PVC FL

7.4

PVC FL

4.5

PVC FL

4.1

6" PVC to

18"

HDPE

.40

PVC FL

4.9

PVC FL

7.7

PVC FL

7.7

PVC FL

5.0

PVC FL

7.4

PVC FL

7.1

PVC FL

3.8

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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:

- D

E Pl ot te d By

: K

Pl ot te d on

: 8 /1

:0 6:

M La st e di t o n:

/1 3/

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

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KDW

ACS

21666.005

AS NOTED

AUG 2025

C500 5 8

CONST PROJ:

SCALE:

X-

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0 30' 60'

SCALE: 1"=30'

DRAINAGE PLAN

DRAINAGE NOTES:

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. ROOF DRAINS AND FOUNDATION DRAINS SHALL NOT BE

CONNECTED TO THE SANITARY SEWER

8. STORMWATER BMPS ARE NOT REQUIRED BY THE CITY AND

SHALL NOT BE PROVIDED ON THIS PROJECT SITE

CONSTRUCT 4' DIA CONCRETE MANHOLE OVER EXISTING

10" PIPE.

RIM ELEV 918.25

8" PVC FL NE 913.42

10" (EXISTING-FIELD VERIFY FL PRIOR TO CONSTRUCTION)

FL S 909.86 +/-

18" HDPE FL SW 908.20

24" HDPE FL NW 909.00

CONSTRUCT CONCRETE

JUNCTION BOX

RIM ELEV 920.65

15" HDPE FL SE 912.05

6" (EXIST) FL SW 913.37

18" HDPE FL N 911.95 CONSTRUCT CONCRETE

JUNCTION BOX OVER

EXISTING 8" PIPE.

RIM ELEV 920.36

8" PVC FL SW 913.56

8" (EXIST) FL S 913.46

8" PVC FL NE 913.56

15" HDPE FL NW 913.36

INSTALL 4" ROOF DRAIN

LEADER AND CLEANOUT TO

DOWNSPOUT BOOT (TYP 33

LOCATIONS) SEE DETAIL

SHEET C700. SEE PROJECT

A-015372 PSH MUSIC,

EDUCATION, ART & O.T.,

COORDINATION, & MAINT.

BLDG. REROOF PROJECT

FOR ROOF, GUTTERING AND

DOWNSPOUT DETAILS.

REMOVE EXISTING 8" PIPE

AND REPLACE WITH 15"

HDPE TO GRADES SHOWN

INSTALL SWING-CHECK BACKWATER VALVE WITH HUB

CONNECTION OVER EXISTING STAIRWELL AND ROOF DRAIN PIPES.

INSTALL SWING-CHECK BACKWATER VALVE WITH HUB

CONNECTION OVER EXISTING 6" DRAIN PIPE SW.

REMOVE EXISTING 10" PIPE

AND REPLACE WITH 24"

HDPE TO GRADES SHOWN

FIELD VERIFY EXISTING MANHOLE LOCATION

AND ELEVATIONS PRIOR TO CONSTRUCTION

AND REPORT ANY DISCREPANCIES TO ENGINEER.

CORE DRILL FOR CONNECTION OF 24" HDPE SE

AT FL 907.00

SIDEWALK IS THE ROOF

OF A UTILITY TUNNEL.

CORE DRILL THROUGH

TUNNEL WALLS FOR

INSTALLATION OF ROOF

DRAIN LEADERS AND

GROUT AROUND PIPES

WITH NON-SHRINK

GROUT.

INSTALL 12" DIA NYLOPLAST

DRAIN BASIN WITH

PEDESTRIAN GRATE

GRATE ELEV 919.50

12" HDPE FL S 915.00

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21666.005

AS NOTED

AUG 2025

C600 6 8

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SCALE:

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SCALE: 1"=20'

PRELIMINARY EROSION CONTROL

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.

EROSION CONTROL

SILT FENCE

EROSION CONTROL LEGEND

INSTALL EROSION CONTROL

SILT FENCE PRIOR TO SITE

DISTURBANCE (TYP.)

INSTALL EROSION CONTROL

SILT FENCE PRIOR TO SITE

DISTURBANCE (TYP.)

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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:

N Pl ot te d By

: K

Pl ot te d on

: 8 /1

:3 4:

M La st e di t o n:

/3 /2

P 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

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KDW

ACS

21666.005

AS NOTED

AUG 2025

C601 7 8

CONST PROJ:

SCALE:

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SCALE: 1"=20'

FINAL RESTORATION PLAN

INLET PROTECTION

(UNLESS OTHERWISE

CALLED)

EROSION CONTROL LEGEND

1. 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.

2. THE CONTRACTOR SHALL REPLACE DISTURBED AREAS WITH SEED AND SEED

MAT, AS INDICATED ON LANDSCAPE PLAN, AND SHALL BE INSTALLED WITHIN 14

DAYS AFTER PAVING COMPLETION AND FINAL TOPSOIL GRADING. MINIMUM 8"

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

IN DIAMETER.

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.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EROSION

CONTROL DEVICES AND REMOVING SEDIMENT UNTIL A MINIMUM OF 70% OF

PERMANENT VEGETATION HAS BECOME STABILIZED AND ESTABLISHED. EROSION

CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL THE 70% ESTABLISHED

VEGETATION IS MET, OR THE DURATION OF THE PROJECT, WHICHEVER IS THE

LATER DATE.

5. PLAN MODIFICATION: THE CONTRACTOR MUST MODIFY THE PLAN IF THE PLAN

FAILS TO SUBSTANTIALLY CONTROL EROSION AND OFFSITE SEDIMENTATION.

PLAN MODIFICATIONS DUE TO INEFFECTIVENESS MAY BE TAKEN WITHOUT

PRIOR APPROVAL OF THE REVIEW AGENCY, BUT MUST BE FULLY DOCUMENTED.

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. MODIFICATIONS

SHALL BE REVIEWED AND APPROVED BY LICENSED PROFESSIONAL/ENGINEER.

FINAL RESTORATION NOTES:

EROSION CONTROL SILT FENCE

TO BE REMOVED AFTER NEW GRASS

IS 70% ESTABLISHED.

ALL HATCHED AREAS TO BE SEEDED

WITH TALL FESCUE WITH SEED MAT.

IDEAL SEEDING WINDOW IS

LATE AUGUST-OCTOBER.

FINISHED GRADE

NYLOPLAST CLEANOUT END CAP

ADJUST GRADE PER ENGINEERS

PLAN

INJECTION MOLDED WT

45° WYE

INSERT INJECTION MOLDED,

GASKETED SPIGOT BY

BELL REDUCER

INJECTION MOLDED

WT TEE

HDPE PIPE (TYP)

GASKETED

CONNECTION

INJECTION

MOLDED WT

90° BEND

INJECTION MOLDED

WT 45° BEND

DOWNSPOUT ADAPTER

INSERTED IN RISER

PIPE

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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 : K

Pl ot te d on : 8

/1 3/

P M

La st e di t o n:

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

ACS

21666.005

AS NOTED

AUG 2025

C700 8 8

CONST PROJ:

SCALE:

X-

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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.

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

NTS

ADS DOWNSPOUT BOOT & 45 DEGREE WYE CLEANOUT DETAIL

File details come from the government source that posted it. Updated Aug 22, 2025.