B.08.03_Amendment-0006 W912DQ24R4000 CDC.pdf

PDF 5 MB Posted Feb 29, 2024

Attached to: Child Development Center Construction
Solicitation number: W912DQ24R4000
Issued by: Department of the Army Corps of Engineers Engineering District Kansas City

About this file

Written by GovTribe AI · Feb 29, 2024

This document outlines a federal contract opportunity for construction of a Child Development Center at Fort Leavenworth, Kansas. The US Army Corps of Engineers, Kansas City District requires comprehensive construction and design services including a playground, cybersecurity and antiterrorism measures, building information systems, energy monitoring controls, fire and security alarm systems, site development, utilities, lighting, parking, walkways, storm drainage, landscaping and signage. Facilities must be designed for a minimum 40-year life in accordance with DoD standards and include energy efficiencies, building envelope performance, and integrated systems. Offerors should follow the requirements and specifications in Amendment 0006 to solicitation number W912DQ24R4000. The award is scheduled for September 2022.

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File	Type	Posted
B.08.03_Amendment-0007 W912DQ24R4000 CDC.pdf	PDF	Mar 8, 2024
B.08.03_Amendment-0005 W912DQ24R4000 CDC.pdf	PDF	Feb 22, 2024
W912DQ24R4000 Amendment-0004 CDC.pdf	PDF	Feb 16, 2024
B.08.03_Amendment-0003 W912DQ24R4000 CDC.pdf	PDF	Feb 12, 2024
B.08.03_Amendment-0001 W912DQ24R4000 update scope and wage rates-20240129.pdf	PDF	Feb 7, 2024
Amendment-0002 W912DQ24R4000 update technical and submission requirements.pdf	PDF	Feb 7, 2024

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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Child Development Center (CDC) Construction at Fort Leavenw orth, Kansas.

The purpose of this amendment is to update the Solicitation Specif ications and Draw ings and to Extend the Date for Receipt of Proposals to March 20, 2024.

See SF30 Block 14 Continuation Page.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 29-Feb-2024

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912DQ24R4000

X 9B. DATED (SEE ITEM 11)

19-Jan-2024

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

29-Feb-2024

CODE

USACE, KANSAS CITY CT

FEDERAL BLDG CT-M 601 E 12TH STREET

KANSAS CITY MO 64106-2896

W912DQ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DQ24R4000

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT-0006

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

THE SOLICITATION IS AMENDED AS FOLLOWS:

Deleted text is shown with a strikethrough. Added text is shown with underline.

1. Specifications.

a. 01 32 01.00 10, Project Schedule. Paragraph 3.3.19.3 is added as shown below.

3.3.19.3 Post Construction Commissioning Requirements

Cost load the “Post construction commissioning requirements” activity not less than $50,000 or 1 percent of the present contract value, whichever is greater, up to $200,000. Activity will be declared 100 percent complete upon the Government’s approval.

2. Drawings. The following sheets are revised or added. Copies of the revised and added sheets are attached.

a. C-544: deleted note 2, detail F4.

b. QS107 thru QS111: added playground underground drainage system.

c. QS501: revised detail 6.

d. QS502: added details.

e. QS504: new sheet – playground underground drainage system details

f. P-113: Added a floor drain for the backflow preventer in the mechanical room.

3. The time and date for submission of proposals is extended to March 20, 2024, at 11:00 AM local Time.

4. Offerors are required to acknowledge receipt of this amendment. Failure to acknowledge receipt of all amendments may cause rejection of offeror’s proposal.

5. All other terms and conditions remain unchanged and in full force.

(End of Summary of Changes)

A1 SCALE: NTS

ARMORED CHANNEL WITH ACB

FINISHED GRADE

SEE PLANS FOR

RIPRAP EXTENTS

NOTE: RIRPAP SHALL MEET CLASS LIGHT 18" PER KDOT STANDARD SPECIFICATIONS

FOR ROADS AND BRIDGES TABLE 1114-1.

GEOTEXTILE FABRIC

6" BEDDING COARSE

AGGREGATE ASTM. NO 57

BASE

RIPRAP - 24" MINIMUM THICKNES

F1 SCALE: NTS

RIPRAP STANDARD SECTION

2 BLOCK TERMINATION WITH

5,000 PSI CONCRETE

GEOTEXTILE

ARTICULATING CONCRETE BLOCK (ACB)

24" CONCRETE ARMOR UNITS

MAT TO MAT GROUT SEAM 3

1/2" ISOLATION JOINT

TRANSVERSE JOINT

LON GITUDINAL JOINT

CONCRETE PAVING 1" M

D4 SCALE: NTS

MANHOLE IN SIDEWALK

MIN 1.5

GEOTEXTILE

24" INTERLOCKING CONCRETE ARMOR UNITS

D4 SCALE: NTS

ARMORED CHANNEL

MIN 1.5

NOTES:

1. MANHOLES LOCATED WITHIN THE PLAYGROUND AREA MUST BE LOCATED IN

SIDEWALK PAVEMENT.

2. SIDEWALK PAVEMENT MUST BE THICKENED TO 6" WITH A MINIMUM 6" SUBBASE.

3. AFTER THE BACKFILL IS PLACE TO FINISH GRADE AND COMPACTED,

CONTRACTOR MUST WAIT A MINIMUM OF SIX MONTHS BEFORE CONSTRUCTING

THE SIDEWALK IN LOCATIONS WHERE A MANHOLE IS LOCATED.

BEDDING

12" MINIMUM PREPARED SUBGRADE

3" M

BEDDING

12" MINIMUM PREPARED SUBGRADE

3" M

5,000 PSI CONCRETE

12" MINIMUM PREPARED SUBGRADE

6" O.D.

PIPE 6"

PIPE

1' -0

" P

S O

.D . P

4-#4 BARS#3 TIES @ 2'-0" O.C.

1 ½" CLEAR

(3" CLEAR IF

BELOW

WATER LEVEL)

NOTES:

1. ALL REINFORCING STEEL TO BE DEFORMED

BARS AND LAPPED 14 INCHES AT SPLICES.

F4 SCALE: NTS

CONCRETE ENCASEMENT

GENERAL SHEET NOTES

1. SEE SHEET CG106 FOR OVERALL STORM LAYOUT.

2. SEE SHEETS CG100 THROUGH CG105 FOR GRADING PLAN.

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

C O

Y, M

2T H

Y D

, F Y2

D D

W O

, K

RTA

C-544

M . F

D . A

O N

C O

N C

T D

/2 9/

D D D D

RAMP

DOWN RAMP

DOWN

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

-1 .5%

-1 .5%-1 .5%-1 .5%

-1 .5%

B C D

F G H

873.5

873.5 873.5 873.5 873.5

-4 .8%-4

.8%

-1 .5%

-4 .8%

-1 .5%

1.3%-1.3% 1.3% -1.3%2.6% -2.0%-1 .5%

-1 .5%

-1 .5%-1

.5%

-1 .5%

N: 382926.10 E: 2177954.43

X X

-1 .5%

E=873.75' E=873.88'

E=873.74'

E=873.60'

E=873.56'

E=873.24'

E=873.29'

E=873.22'

E=873.20'

E=873.17'

873.5

N: 382839.16 E: 2177924.87

S21° 16' 53.75"E 29.67'

E=873.60'

E=873.55'

E=873.51'

E=873.60'

E=873.55'

E=873.25'

-1 .5%

873.5

E=873.21'

E=873.21' N: 382884.08

E: 2177926.45

D N: 382870.49 E: 2177912.67 S45° 38' 40.60"W

15.37'

S21° 16' 53.75"E 29.67'

D D

E=873.52' E=873.55'

E=873.52'

E=873.55'

E=873.18'

E=873.19'

-1 .5% D

873.5

E=873.16' E=873.16'

E=873.20' E=873.20'

E=873.16' E=873.15'

E=873.16'

E=873.15'

N: 382921.13 E: 2177959.20

N: 382905.10 E: 2177942.69 S45° 48' 11.09"W

19.01'

N38° 06' 41.45"E 7.18'

D D

E=873.46'

E=873.51'

E=873.18'

E=873.22'

-1 .5% C

E=873.21'

E=873.51' 873.5

N: 382896.48 E: 2177935.51

N45° 28' 21.20"E 7.08'

N27° 22' 16.19"E 4.25'

S45° 38' 40.60"W 15.37'

D E=873.72' E=873.88'

E=873.67' E=873.67' E=873.62' E=873.67'

E=873.88'

E=873.71' E=873.71' E=873.68' E=873.67'

E=873.68' E=873.67'

DX X X X X X X X X X X X X

X X

E=873.55'

E=873.51'

E=873.55'E=873.55'

E=873.09'

-1 .5%E

873.5

E=873.09'

N: 382930.64 E: 2177962.44

N: 382953.10 E: 2177985.41

S45° 39' 15.62"W 30.12'

N18° 49' 35.21"E 6.05'

E=873.88'

E=873.67'

E=873.63' E=873.63' E=873.63' E=873.66'

E=873.66' E=873.63' E=873.63'

E=873.63' E=873.67' E=873.88'

X X

E=873.88' E=873.75'

-1 .5%

E=873.56' E=873.56'

La st

S av ed b y:

G o n:

F eb

6, :2

F ile : C

:\U se rs \U

\D ow nl oa ds

\0 1_

Q S1

_2 6_

.d w g

C op yr ig ht

In c.

A ll

R ig ht s

R es er ve d.

DETAIL B

SCALE: 1" =5'

DETAIL F

SCALE: 1" =5'

DETAIL G

SCALE: 1" =5'

DETAIL H

SCALE: 1" =5'

DETAIL E

SCALE: 1" =5'

DETAIL D

SCALE: 1" =5'

DETAIL C

SCALE: 1" =5'

DETAIL A

SCALE: 1" =5'

1" = 10' scale feet

2010010

PLAYGROUND #1 - GRADING PLAN

SCALE: 1"=10'

CLEANOUT

8 IN SLOT DRAIN

8 IN PVC PIPE

8 IN SLOT DRAIN

8 IN PVC PIPE

8" PVC PIPE

In c.

Su ite

Fe de ra l W ay , W

) 4

-2

) 4

-2

9t h Av en ue

S ou th

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

H S

, F Y2

J an ua ry

C T

N O

C O

W O

, K

C H

T C

, F

G R

O U

N D

R O

U N

D U

N D

R O

U N

D D

.D W

R .W

G R

O U

N D

G R

G P

QS107

PRECAST CATCH BASIN

8 IN SLOT DRAIN

8 IN PVC PIPE

PRECAST CATCH BASIN

8 IN SLOT DRAIN

SD10-S01

D X

X X

X X X X X X X X X X X X X X X X X X X

XXXXXXX

X X

X X X X X X X X

X X

H I

M N

O-1 .5%

-1 .5%

873.5873.5873.5 873.5 873.5

3.5

-1 .5%

-1 .5% -1 .5%

-1.5%

-1 .5%

-2 .1%

2.1

-2 .1%

2.1

-2 .1%

2.5

2.1% -2.1% 2.1% -2.1% 2.1%

-1.5%

-2.5%

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X

E=873.88' E=873.88' E=873.88'

E=873.51'

E=873.18' E=873.14' E=873.09'

E=873.26'

E=873.49'

E=873.30'

E=873.10'

E=873.73'

E=873.49' E=873.49'

E=873.73' E=873.70'

E=873.55'

E=873.56'

-1 .5%

E=873.56'

E=873.49'

E=873.55'

E=873.52' E=873.50'

E=873.87'

E=873.18' E=873.09'

E=873.44'

E=873.26' E=873.26'

E=873.44'

E=873.49'

E=873.50'

873.5873.5873.5

N: 382723.81 E: 2177994.19

S53° 45' 43.90"E 34.91'

S45° 38' 18.81"W 64.50'

N: 382770.40 E: 2178041.59

La st

S av ed b y:

G o n:

F eb

6, :2

: C

:\U se rs \U

\D ow nl oa ds

\0 1_

Q S1

_2 6_

.d w g

C op yr ig ht

In c.

A ll

R ig ht s

R es er ve d.

DETAILS A, B, C AND D

SCALE: 1" =5'

SEE QS109

SEE GP-03

SEE QS109

1" = 10' scale feet

2010010 PLAYGROUND #2 - GRADING PLAN

SCALE: 1"=10'

SEE QS109

CLEANOUT

8" SLOT DRAIN

8 IN PVC PIPE

In c.

Su ite

Fe de ra l W ay , W

) 4

-2

) 4

-2

9t h Av en ue

S ou th

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

H S

, F Y2

J an ua ry

C T

N O

C O

W O

, K

C H

T C

, F

G R

O U

N D

R O

U N

D U

N D

R O

U N

D D

.D W

R .W

G R

O U

N D

G R

G P

QS108

SD02-S04

SD02-S02

SD02-S01

X X X X X X X

E=873.15'

E=873.09'

E=873.15'

E=873.11'

E=873.09'

-1 .5%

N: 382784.14 E: 2178058.95

E=873.73' E=873.70'

E=873.46'

E=873.42'

E=873.46'

-1 .5%

E=873.88' E=873.74'

873.5

E=873.41'

S45° 49' 33.04"W 9.41'

N: 382809.60 E: 2178050.84

N: 382800.64 E: 2178041.08

S76° 18' 38.74"W 0.59'

XXXXXXXXXXX

E=873.54'

E=873.63'

E=873.67' E=873.67'

E=873.59'

E=873.38'

E=873.36'

E=873.40'

E=873.47' E=873.47'

E=873.44' E=873.27'

E=873.63'

E=873.56'

E=873.67' E=873.67'

E=873.67'

E=873.51' E=873.52'

E=873.59'

-1 .5%H I

O E=873.32'

E=873.36'

E=873.67'

873.5

N78° 21' 59.71"E 29.84'

E=873.26'

E=873.30'

E=873.23'

E=873.27'

E=873.36'

-1 .5%

E=873.34'

E=873.23'

E=873.28'

E=873.34'

X X

E=873.28'

E=873.74'

E=873.70'

E=873.39'

E=873.32'

E=873.28'

E=873.21'

E=873.09'

E=873.66'

E=873.09'

E=873.21'

E=873.24'

E=873.29'

E=873.30'

E=873.47'

E=873.32'

E=873.42'

-1.5%

E=873.32'

3.5

N: 382816.31 E: 2178083.94

N: 382797.82 E: 2178116.51

S71° 05' 20.31"E 4.85'

S66° 00' 24.91"E 3.12'

S83° 17' 13.83"E 2.87'

S54° 08' 56.88"E 3.91'

S87° 12' 10.47"E 5.31'

S70° 14' 56.56"E 2.69'

N: 382820.14 E: 2178079.70

S78° 39' 22.68"E 42.51'

S44° 20' 15.79"E 13.58'

X X

X X X X X X X X X X X X X X X X

E=873.75'

E=873.37'

E=873.46'

E=873.54'

E=873.58'

E=873.53'E=873.10'

E=873.75'

E=873.18' E=873.16' E=873.39'

E=873.37'

E=873.39' E=873.36'E=873.19'

E=873.16'

E=873.46' E=873.54'E=873.67'

E=873.87'

-1.5%

M N

E=873.58'

E=873.53'

E=873.54'

E=873.75'

3.5

E=873.10'

N: 382738.29 E: 2178144.83

N: 382746.42 E: 2178189.98

N: 382722.05 E: 2178158.58

N: 382768.48 E: 2178147.53

S0° 37' 25.61"E 5.53'

S45° 39' 12.72"W 17.58'

N79° 38' 42.30"E 41.88'S43° 43' 01.13"E

19.46'

S44° 20' 52.32"E 15.23'

N: 382735.89 E: 2178141.26

La st

S av ed b y:

G o n:

F eb

6, :2

: C

:\U se rs \U

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\0 1_

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C op yr ig ht

In c.

A ll

R ig ht s

R es er ve d.

DETAILS H, I, AND O

SCALE: 1" =5'

DETAIL E

SCALE: 1" =5'

DETAIL F

SCALE: 1" =5'

DETAIL G

SCALE: 1" =5'

DETAILS J AND K

SCALE: 1" =5'

DETAILS L, M AND N

SCALE: 1" =5'

CLEANOUT

8" SLOT DRAIN

8 IN PVC PIPE

8" SLOT DRAIN

8 IN PVC PIPE

8 IN SLOT DRAIN

In c.

Su ite

Fe de ra l W ay , W

) 4

-2

) 4

-2

9t h Av en ue

S ou th

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

H S

, F Y2

J an ua ry

C T

N O

C O

W O

, K

C H

T C

, F

G R

O U

N D

R O

U N

D U

N D

R O

U N

D D

.D W

R .W

G R

O U

N D

G R

G D

QS109

PRECAST CATCH BASIN

CLEANOUT

PRECAST CATCH BASIN

SD02-S01

SD02-S02

D D

X X

X X X

X X

XXXX

X X

XXXXXXXXX

-1 .5%

-1.5%

-1 .5%

N: 382987.29 E: 2178272.05

X X

XXXXXXXXXXXXX

E=873.45'

E=873.01'

E=873.26'

E=873.07'

E=873.51'

-1.5%

-1.5% A

3.5

-1.5%

E=873.01'

N: 382877.22 E: 2178251.64

N: 382844.53 E: 2178283.74

N41° 04' 09.54"E 40.34'

S44° 27' 18.11"E 43.81'

N31° 54' 39.93"W 7.05'

E=873.02'

E=873.46'

E=873.33'

E=873.01'

E=873.26'

3.5

-1.5%

E=872.97' N: 382886.60

E: 2178245.80

E=873.48'

E=873.78'

E=873.54'

E=873.69' E=873.71' E=873.73'

E=873.73'

E=873.69'

E=873.73'

E=873.72'

-1.5%

La st

S av ed b y:

G o n:

F eb

6, :2

: C

:\U se rs \U

\D ow nl oa ds

\0 1_

Q S1

_2 6_

.d w g

C op yr ig ht

In c.

A ll

R ig ht s

R es er ve d.

DETAIL A

SCALE: 1" =5'

DETAIL B

SCALE: 1" =5'

DETAIL C

SCALE: 1" =5'

1" = 10' scale feet

2010010

PLAYGROUND #3 - GRADING PLAN

SCALE: 1"=10'

SEE QS111

CLEANOUT

8 IN SLOT DRAIN

8 IN PVC PIPE

8" SLOT DRAIN

In c.

Su ite

Fe de ra l W ay , W

) 4

-2

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QS110

SD03-S02

PRECAST CATCH BASIN

8 IN PVC PIPE

PRECAST CATCH BASIN

E=873.68'

E=873.70'

E=873.72'

E=873.81'

E=873.33'

E=873.39'

E=873.70'

E=873.83'

-1 .5%

873.5

3.5

-1.5%

N15° 32' 34.45"E 5.10'

S7° 18' 21.32"W 2.77'

S3° 50' 04.32"E 5.99'

N: 382940.02 E: 2178173.09

N: 382906.71 E: 2178173.52

S88° 59' 43.54"W 27.89'

S36° 34' 00.38"E 8.74'

N1° 24' 56.15"E 4.44'

N38° 26' 22.23"E 4.87'

X X

E=872.83'

E=873.36' E=873.35'

E=873.13'

E=873.37'

E=873.34' E=873.34'

E=873.34'

E=873.31'

E=873.33'

E=873.32'

E=873.02'

E=873.46'

3.5

-1.5%

-1 .5%

-1.5%

E=872.96'

N: 382922.07 E: 2178178.14

N: 382949.00 E: 2178246.93

N1° 01' 42.88"E 58.42'

N1° 20' 35.78"W 11.12'

D D X

X X

XXXXXXXX

E=873.53'

E=873.59'

E=873.64' E=873.67'E=873.67'

E=873.46' E=873.46'

E=873.01'E=873.01'

E=873.45' E=873.37'

E=873.62'

E=873.49'

E=873.27'

E=873.67' E=873.67'

E=873.45'

G E=873.50'

873.5

-1 .5%

E=873.01'

N: 382964.12 E: 2178246.57

N: 382985.35 E: 2178268.22

N45° 32' 38.91"E 26.32'

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DETAIL D

SCALE: 1" =5'

DETAIL E

SCALE: 1" =5'

DETAILS F & G

SCALE: 1" =5'

8" SLOT DRAIN

8 IN SLOT DRAIN

8" SLOT DRAIN

8 IN PVC PIPE

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QS111

8 IN SLOT DRAIN

SD03-S03

PRECAST CATCH BASIN

8 IN PVC PIPE

CLEANOUT

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1'-0"

6" 4"

THICKENED EDGE

1/2" RADIUS TYP.

FINISH GRADE

COMPACTED SUBGRADE

COMPACTED BASE COURSE TO 95%

STANDARD PROCTOR DENSITY

CAST-IN-PLACE CONCRETE

SLAB, BROOM FINISH

CONCRETE SIDEWALK

1" = 1'-0"

WOVEN WIRE FABRIC

1/4" 1/2" RADIUS TYP., NO SHINER BAND

1/2" - 1" DEPTH SAW CUT JOINT

1/ 2"

-1

CONCRETE

CONTROL JOINT

1" = 1"

2 EXPANSION JOINT

1'-0" 1'-0"

3/8"

R 1/2"

EXPANSION JOINT SEALANT

EXPANSION JOINT FILLER

CONCRETE PAVING

4" 2"

NOTE:

1. ENSURE THAT

EXPANSION JOINTS ARE

PLACED NO GREATER

THAN 12'-0" O.C.

WOVEN WIRE FABRIC

1 1/2" = 1'-0"

CONCRETE CURB AT RESILIENT PAVING

6" X 12" CONCRETE CURB

WITH NO. 3 REBAR - TOOL

RADIUS AT EXPOSED EDGES

RUBBER RESILIENT PAVING AS INDICATED ON THE

DRAWINGS AND SPECIFICATIONS. SLOPE SURFACE 1

INCH PER 10 FEET, ALLOW NO PONDING

HIGH STRENGTH ADHESIVE AS PER

MANUFACTURER'S RECOMMENDATION

4" CONCRETE PAVING BASE WITH

6X6/#10-10 WWF, OVER 4" SAND BASE

COMPACTED BASE COURSE

1/2" EXPANSION JOINT

FINISHED GRADE

WEAR MAT WHERE SHOWN ON

PLANS

P-MI-CDCK-43

4" 4"

TRIKE RUMBLE STRIPS

1 1/2" = 1'-0"

1'-5"

1" 1"

1" x 1" x 0.25" DEEP

RUMBLE STRIPS

QS-501

CONCRETE SIDEWALK

P-MI-CDCK-49

TYPICAL POST

SLOPE CONCRETE

AWAY FROM POST

CONCRETE BLOCK PAVER

COMPACT BASE OF HOLE

CHECK PLANS FOR DEPTH

POST 2" BELOW SOIL

SURFACE

1'-0"

NOTES:

1. 3000 PSI CLASS A CONCRETE

2. HIGH WIND AREAS USE 3500 PSI CONCRETE

3. LEVEL ACROSS HOLES TO ADJACENT

POSTS OF EQUAL LENGTH

4. SINGLE POSTS NOT CONNECTED TO

STRUCTURE MAY REQUIRE 24" CONCRETE

DEPTH FOR STABILITY

TYPICAL PLAY EQUIPMENT FOOTING

1 1/2" = 1'-0"

FROST LEVEL FOR LEAVENWORTH, KS IS 36" - ADJUST DEPTH ACCORDINGLY

(WWW.LEAVENWORTHKS.ORG/PUBLICWORKS/PAGE/DECK-PORCH-REQUIREMENTS-AND-PERMIT

P-MI-CDCK-31

QS-501

1' -41

END VIEWSIDE VIEW

FINISH

GRADE

BENCH

CONCRETE WALK

5/8" DIA. HOLES FOR ANCHORS

COMPACTED BASE COURSE

PREPARED SUBGRADE

4'-0"

BENCH INSTALLATION

1/2" = 1'-0"

CONCRETE SIDEWALK

SURFACE MOUNT

FRAME

FINISH GRADE

VANDAL RESISTANT

ANCHORS

SURFACE MOUNT

3" = 1'-0"

P-MI-CDCK-57

QS-501

CONCRETE SIDEWALK

QS-501

CONCRETE CURB AT

RESILIENT PAVING

QS-501

SURFACE

MOUNT

QS-501

CONCRETE

SIDEWALK

SEED MIX

RIP AND TILL AREA TO BE SEEDED

EXISTING SUBGRADE

TURF AREAS

3/4" = 1'-0"

6" M

NOTES:

1. CONTRACTOR SHALL RIP AND TILL THE FULL SOIL SURFACE AREA TO SCARIFY A

MINIMUM DEPTH OF 6 INCHES PRIOR TO SEEDING.

2. CONSTRUCTION OPERATIONS SHALL BE ORGANIZED SO AS TO COMPLETE THE

RIPPING OPERATION IN A SINGLE PASS. AFTER THE RIPPING OPERATION HAS BEEN

COMPLETED, NO FURTHER EQUIPMENT SHALL CROSS THE PREPARED TOPSOIL.

3. FINISH GRADES SHALL BE TRUE TO GRADE AND FREE OF DEPRESSIONS AND

SURFACE IRREGULARITIES BY HAND RAKING.

4. LIGHTLY COMPACT FINISH GRADE TO A MAX. 80% DRY DENSITY AS DETERMINED BY

THE STANDARD PROCTOR TEST AND RE-RAKE SMOOTH.

- R

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Y H

H T

LENGTH

G H

WIDTH

FRONT ELEVATION SIDE ELEVATION

FINISH GRADE

LENGTH/WIDTH

REINFORCEMENT:

#5@ 9" MM EACH

WAY TOP &

BOTTOM

FINISH GRADE

SQUARE FOOTING

COLUMN

SINGLE CAP

DOUBLE CAP

LENGTH & WIDTH

3.04 N/A

DEPTH

LENGTH/WIDTH

SQUARE FOOTING

DIAMETER

1'-6" 2'-0"

SINGLE CAP DEPTH

4.51

OUT OF RANGE

DOUBLE CAP DEPTH

N/A N/A

1'-6" 2'-0" 3.14 N/A

#5 VERTICALS

@ 9" O.C.

FINISH GRADE

#3 RINGS

@ 12" O.C.

HIP SHADE

LENGTH

PEAK HEIGHT

COLUMN SIZE

12.44

WIDTH

ELBOW

RAFTER SIZE

COLUMN LENGTH 8.5 RAFTER LENGTH

GLIDE

3.51

15.64

ENTRY HEIGHT

COLUMN MOUNT

RIDGE SIZE

RIDGE LENGTH

BASE PLATE

3.51

24X24 SHADE STRUCTURE

1" = 1'-0"

P-MI-CDCK-30

LINE POST 8"

END POST 12"

1' -4

-0

END POST, TYP.

POST TOP, TYP.

TOP RAIL, TYP.

LINE POST, TYP.

9 GA. BOTTOM

TENSION WIRE, TYP.

FINISH GRADE

WIRE TIES, TYP.

CONCRETE FOOTING

FENCE, 4 FT CHAIN LINK

1/2" = 1'-0"

STRETCHER BAR W/

BAR BANDS, TYP.

ALL POSTS SHALL BE

SET 10' O.C. UNLESS

NOTED OTHERWISE ON

LAYOUT PLAN.

9 GA. BLACK VINYL COATED FABRIC,

TYP.

1 1/2" = 1'-0"

DRAINAGE AT RESILIENT PAVING3

P-MI-CDCK-63

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ADS DURASLOT DRAIN

8" HDPE DUAL WALL PIPE

WITH 15" SLOT. INSTALL PER

MANUFACTURERS RECOMMENDATIONS.

4" CONCRETE PAVING

(SEE DETAIL 2)

PRECAST CATCH BASIN

12" MIN

SUB-BASE MATERIAL AS SHOWN ON

PAVING PLANS (TYP)

HIGH SLUMP

CONCRETE

SEE NOTE 7

1 1/2" = 1'-0"

CONCRETE CURB AT RESILIENT PAVING WITH SLOT DRAIN2

RUBBER RESILIENT PAVING AS INDICATED ON THE

DRAWINGS AND SPECIFICATIONS. SLOPE SURFACE 1

INCH PER 10 FEET, ALLOW NO PONDING

HIGH STRENGTH ADHESIVE AS PER

MANUFACTURER'S RECOMMENDATION

4" CONCRETE PAVING BASE WITH

6X6/#10-10 WWF, OVER 4" SAND BASE

COMPACTED BASE COURSE

1/2" EXPANSION JOINT

FINISHED GRADE

WEAR MAT WHERE

SHOWN ON PLANS

8" SLOT DRAIN (SEE DETAIL 1)

0.1 SLOPE (MIN.)

CONCRETE BUMP

OUT

NTS

8" SLOT DRAIN CONNECTION TO STRUCTURE1

28"

(SEE NOTE 6)

4" MIN.

(TYP.)

22"(SEE NOTE 6)

#3 BAR EACH CORNER

#3 BAR HOOP

#3 BAR EACH WAY

#3 BAR (TYP.)

NTS

PRECAST CATCH BASIN3

1. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20" (IN). KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" (IN) MINIMUM TO 2.5"(IN) MAXIMUM. PROVIDE A 1.5" (IN) MINIMUM GAP BETWEEN KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH

JOINT MORTAR.

2. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5' (FT).

3. THE FRAME AND GRATE MAY BE INSTALLED WITH THE FLANGE DOWN, OR INTEGRALLY CAST INTO THE

ADJUSTMENT SECTION WITH FLANGE UP.

4. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MA BE SLOPED AT A RATE

OF 1 : 24 OR STEEPER.

5. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION.

6. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE BASIN HAS BEEN REPLACED.

7. HIGH SLUMP CONCRETE SHALL HAVE MINIMUM 1000 PSI 28-DAY COMPRESSIVE STRENGTH.

GENERAL NOTES:

ADS DURASLOT DRAIN

8" HDPE DUAL WALL PIPE

WITH 15" SLOT. INSTALL PER

MANUFACTURERS RECOMMENDATIONS.

RUBBER RESILIENT PAVING AS INDICATED ON THE

DRAWINGS AND SPECIFICATIONS. SLOPE SURFACE 1

INCH PER 10 FEET, ALLOW NO PONDING

HIGH STRENGTH ADHESIVE AS PER

MANUFACTURER'S RECOMMENDATION

In c.

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Fe de ra l W ay , W

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QS504

NEW SHEET

FEC

MECHANICAL

ROOM

ACTIVE

PLAYROOM

ELECTRICAL

ROOM

PRESCHOOL/PRE-K/KINDERGARTEN

ACTIVITY ROOM

OUTREACH /

TRANSITIONAL

CARE ACTIVITY

ROOM

TOILET

139A

STORAGE

139B EXT. STORAGE

CENTRAL

STORAGE

EXT. STORAGE

STORAGE

138B

STORAGE

137B

TOILET

CORRIDOR

WC-1

WC-2

WC-3

PSPS

FPS

FPS FPS

FPS

ISIS

WC-2

WC-3

DCS

TOILET

138A

1 1/2"ø S

4"ø S

2"ø S

2"ø S2"ø S2"ø S

2"ø S

2"ø S2"ø S

2"ø S

4"ø S

APPROX. 7' BELOW

GRADE AT THIS

LOCATION UPON

EXITING THE

BUILDING

2"ø S

LAV

2"ø S 2"ø S

2"ø S

4"ø S

"ø

6"ø S

"ø

DCS

A R

E A

A R

E A

FFCO

2"ø S

GENERAL SHEET NOTES

1. FOR ABBREVIATIONS, LEGENDS AND GENERAL NOTES,

SEE M-001.

U .S

R M

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O R

P S

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US Army Corps of Engineers

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SHEET ID

File Path:

Plot Date:

KEY PLAN

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8'4' 16'0

PLAN NORTH

1/8" = 1'-0"B1

PARTIAL FIRST FLOOR SANITARY PLUMBING PLAN - AREA C

amd 6 atch.pdf

01_QS107_2_26_24(01_QS107)

01_QS107

01_QS107_2_26_24(01_QS108)

01_QS108

01_QS107_2_26_24(01_QS109)

01_QS109

01_QS107_2_26_24(01_QS110)

01_QS110

01_QS107_2_26_24(01_QS111)

01_QS111

QS501.pdf

Sheets and Views

01_QS501

QS504.pdf

Sheets and Views

01_QS501A

P-113.pdf

Sheets

P-113 - PARTIAL FIRST FLOOR SANITARY PLUMBING PLAN - AREA C

LVN-CDC-C-544_REV1.pdf

Sheets and Views

Layout1

QS502.pdf

Sheets and Views

01_QS502

File details come from the government source that posted it. Updated Feb 29, 2024.