15342-C-108 STORM UTILITY PLAN-2020.05.19.pdf

PDF 2 MB Posted May 29, 2020

Attached to: Y1PZ--Columbarium Plaza 2 Leavenworth National Cemetery Project: 897CM3022
Solicitation number: 36C78620B0003
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This document outlines a federal contract opportunity for the construction of Columbarium Plaza 2 at Leavenworth National Cemetery in Leavenworth, Kansas. The scope of work includes demolishing existing structures, site preparation, erosion control, excavation, backfilling, grading, constructing foundations and footings, installing 1,720 niches across four double-sided and two single-sided columbarium walls, as well as irrigation, landscaping, signage, storm drainage, utilities, road pavement, curbs and other tasks defined in the specifications and drawings. The National Cemetery Administration intends to issue an Invitation for Bid through solicitation number 36C78620B0003 to expand burial capacity and ensure continued options for the veteran population served by Leavenworth National Cemetery. The Department of Veterans Affairs National Cemetery Administration is the contracting agency.

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Other files

File	Type	Posted
36C78620B0003 0001.docx	DOCX document	May 29, 2020
36C78620B0003 0002.docx	DOCX document	May 29, 2020
36C78620B0003-002.pdf	PDF	Apr 30, 2020
36C78620B0003-005.pdf	PDF	Apr 30, 2020
36C78620B0003-004.pdf	PDF	Apr 30, 2020
36C78620B0003-003.pdf	PDF	Apr 30, 2020
36C78620B0003-006.pdf	PDF	Apr 30, 2020
36C78620B0003-001.docx	DOCX document	Apr 30, 2020

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L F

18 LF - 12" RCP

@ 1.00%

18 LF - 12" RCP

@ 1.00%

20 LF - 12" RCP

@ 0.50%

11 LF - 8" PVC

@ 1.74%

11 LF - 8" PVC

@ 1.00%

20 LF - 8" PVC

@ 1.00%

22 LF - 8" SOLID DT

@ 0.50%

21 LF - 8" SOLID DT

@ 0.50%

CB-213

RIM 787.53

I. 785.53(8" OUT SE)

CBMH-212

RIM 789.64

I. 787.76(12" IN SE)

I. 785.42(8" IN NW)

I. 785.68(8" IN SW)

I. 781.99(4" IN W)

I. 781.99(4" IN SW)

I. 781.32(12" OUT E)

I. 786.27(8" IN NE)

CB-214

RIM 788.47

I. 786.47(8" OUT SW)

CBMH-206

RIM 791.93

I. 780.62(24" OUT NW)

I. 780.82(12" IN W)

I. 783.59(4" IN NW)

I. 786.73(4" IN SW)

I. 781.25(12" IN S)

CBMH-205

RIM 792.66

I. 786.11(12" IN SW)

I. 786.10(12" OUT N)

I. 791.38(4" IN SE)

CBMH-203

RIM 794.96

I. 793.49(4" IN SW)

I. 786.98(12" OUT NE)

CBMH-211

RIM 790.97

I. 787.94(12" OUT NW)

I. 788.27(8" IN SW)

I. 784.50(4" IN SW)

I. 784.50(4" IN W)

22 LF - 8" SOLID DT

@ 0.50%

21 LF - 8" SOLID DT

@ 0.50%

CB-210

RIM 787.53

I. 782.10(8" OUT S)

CBMH-208

RIM 788.94

I. 781.99(4" IN E)

I. 781.32(12" OUT W)

I. 781.99(4" IN NE)

I. 783.64(12" IN SE)

I. 785.68(8" IN E)

I. 781.92(8" IN N)

CBMH-209

RIM 791.42

I. 781.23(12" IN E)

I. 781.22(12" OUT SW)

I. 786.22(4" IN S)

CBMH-202

RIM 791.26

I. 783.90(12" IN - NEW)

I. 787.10(12" IN - EX.)

I. 780.97(12" IN - NEW)

I. 780.77(24" OUT - NEW)

CBMH-201

RIM 793.56

I. 786.40(12" OUT W)

I. 792.44(4" IN NE)

I. 787.57(4" IN N)

CBMH-207

RIM 790.97

I. 783.83(12" OUT NW)

I. 788.27(8" IN E)

I. 784.49(4" IN E)

I. 784.46(4" IN NE)

EX. CBMH-104

RIM 783.90

NOTE: CORE DRILL 24" PIPE

OPENING & ADJUST CASTING

TO NEW RIM ELEVATION

I. 780.10(24" IN - NEW)

I. 774.80(60" IN - EX.)

I. 774.50(60" OUT - EX.)

EX. CBMH-103

RIM 787.56

NOTE: CORE DRILL 24"

PIPE OPENING, PATCH

PREVIOUS 12" OPENING

I. 780.30(24" IN - NEW)

I. 780.90(24" IN - EX.)

I. 779.70(60" IN - EX.)

I. 779.50(60" OUT - EX.)

CO-21

I. 794.72(4" OUT)

RIM 796.18

CO-24

I. 794.62(4" OUT)

RIM 796.08

CO-22

I. 788.00(4" OUT)

RIM 795.70

CO-25

I. 788.00(4" OUT)

RIM 795.64

CO-26

I. 793.42(4" OUT)

RIM 794.92

CO-28

I. 792.29(4" OUT)

RIM 793.79

CO-27

I. 877.00(4" OUT)

RIM 794.48

CO-29

I. 783.83(4" OUT)

RIM 788.94

CO-23

I. 787.20(4" OUT)

RIM 793.12

1 LF - 4" PERF DT

@ 340.47%

CBMH-204

I. 786.46(12" OUT)

I. 792.36(4" IN)

I. 787.72(4" IN)

I. 786.56(12" IN)

RIM 793.86

40 LF - 4" PERF. DT

@ 0.50%

40 LF - 4" PERF. DT

@ 0.50%

9 LF - 8" PERF. DT

@ 0.50%

13 LF - 8" PERF. DT

@ 0.50%

13 LF - 8" PERF. DT

@ 0.50%

6 LF - 4" SOLID DT

@ 43.36%

2 LF - 8" SOLID DT

@ 0.50%

8 LF - 4" SOLID DT

@ 31.39%

40 LF - 4" PERF. DT

@ 0.50%

40 LF - 4" PERF. DT

@ 0.50%

6 LF - 4" SOLID DT

@ 43.36%

2 LF - 8" SOLID DT

@ 0.50%

8 LF - 4" SOLID DT

@ 31.12%

13 LF - 8" PERF. DT

@ 0.50%

9 LF - 8" PERF. DT

@ 0.50%

13 LF - 8" PERF. DT

@ 0.50%

44 LF - 4" PERF. DT

@ 0.50%

44 LF - 4" PERF. DT

@ 0.50%

8 LF - 4" SOLID DT

@ 31.12%

2 LF - 8" SOLID DT

@ 0.50%

6 LF - 4" SOLID DT

@ 61.27%

40 LF - 4" PERF. DT

@ 0.50%

13 LF - 8" PERF. DT

@ 0.50%

9 LF - 8" PERF. DT

@ 0.50%

13 LF - 8" PERF. DT

@ 0.50%

40 LF - 4" PERF. DT

@ 0.50%

8 LF - 4" SOLID DT

@ 31.39%

2 LF - 8" SOLID DT

@ 0.50%

2 LF - 8" SOLID DT

@ 0.50%

6 LF - 4" SOLID DT

@ 43.36%

40 LF - 4" PERF. DT

@ 0.50%

13 LF - 8" PERF. DT

@ 0.50%

9 LF - 8" PERF. DT

@ 0.50%

13 LF - 8" PERF. DT

@ 0.50%

40 LF - 4" PERF. DT

@ 0.50%

1 LF - 4" PERF DT

@ 340.75%

2 LF - 8" SOLID DT

@ 0.50%

2 LF - 8" SOLID DT

@ 0.50%

8" INLET

RIM: 792.58

I: 788.47

8" INLET

RIM: 792.58

I: 788.51

8" INLET

RIM: 792.58

I: 788.58

8" INLET

RIM: 792.58

I: 788.40

8" INLET

RIM: 789.99

I: 785.81

8" INLET

RIM: 789.99

I: 785.88

8" INLET

RIM: 789.99

I: 785.92

8" INLET

RIM: 789.99

I: 785.99

8" INLET

RIM: 792.58

I: 788.51

8" INLET

RIM: 792.58

I: 788.47

8" INLET

RIM: 792.58

I: 788.40

8" INLET

RIM: 792.58

I: 788.58

8" INLET

RIM: 789.99

I: 785.99

8" INLET

RIM: 789.99

I: 785.92

8" INLET

RIM: 789.99

I: 785.88

8" INLET

RIM: 789.99

I: 785.81

2 LF - 8" SOLID DT

@ 0.50%

CO-18

I: 786.00

CO-14

I: 788.59

CO-13

I: 782.33

CO-17

I: 782.33

CO-20

I: 786.00

CO-19

I: 782.33

CO-16

I: 788.59

CO-15

I: 782.33

CO-9

I: 784.83

CO-10

I: 788.55

CO-5

I: 784.83

CO-6

I: 791.18

CO-1

I: 788.00

CO-2

I: 791.14

CO-4

I: 791.14

CO-3

I: 788.00

CO-8

I: 791.18

CO-7

I: 784.83

CO-12

I: 788.55

CO-11

I: 784.83

1 LF - 4" PERF DT

@ 340.47%

PROPOSED

STORM SEWER

STRUCTURE

SCHEDULE

NAME

CBMH-212

CBMH-211

CBMH-209

CBMH-208

CBMH-207

CBMH-206

CBMH-205

CBMH-204

CBMH-203

CBMH-202

CBMH-201

CB-214

CB-213

CB-210

SIZE

CASTING

R-2565

EJ 6106-N 1-1/2"

STRUCTURAL:

AST

7301 OHMS LANE

SUITE 215

EDINA, MN 55439

(952) 854-9302

JOHN LEVAR

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES

IA 50265

(515) 225-6365

ERIK CHRISTIANSEN

COST ESTIMATING: GEOTECHNICAL:

TERRACON

15620 W 113th Street

LENEXA

KS 66219

(913) 998-7480

DAN BARNETT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fil e P ath

BID DOCUMENTS

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseCONSULTANTS

321 5 6 7 8 9 10

Project Director

Revisions: Date:

o n e e i g h t h i n c o e f o t o n e q u a r t e r i n o t t h r e e e i g h t o t o n e h a l f i n o t t h r e e q u a r t e r s o t o n e i n o t o n e a d e h a l f i n o t t h r e e i n c h s o t

COLUMBARIUM PLAZA 2

150 MUNCIE ROAD

LEAVENWORTH, KANSAS 66048

897CM3022

JANUARY 9, 2020 OF 36

KEY MAP

BID DOCUMENTS

Office of Design and Construction

Services

StampARCHITECT/ENGINEER OF RECORD

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15342

CPMI

1001 GRAND AVE. #201

WEST DES MOINES

IA 50265

(515) 380-7370

BRYAN BERTRAND

1/9/2020

A V

E N

W O

R T

O L U

M B

A R

I U

C i v i l

A l e s

H E

E T

S C

T I L I T

I E

S d w g

STORM UTILITY PLAN

C-108

14EB MM

0 10' 20'

SCALE:

STORM UTILITY PLAN

1" = 10' (30" x 42" PAPER SIZE)

LEGEND

GENERAL NOTES

1. INSTALL INLET PROTECTION

DOWNSTREAM OF CONSTRUCTION

2. INSTALL BIOROLL AT CONSTRUCTION

LIMITS

3. RESTORE DISTURBED AREA WITH 6"

TOPSOIL, SOD & IRRIGATION

EXISTING CONTOURS

EXISTING STORM SEWER

INLET

UTILITY OFFSET

PROPOSED STORM

SEWER

PROPOSED SOLID WALL

PVC DRAINTILE

PROPOSED DRAINTILE

@ FOUNDATION, SEE

C-109

PROPOSED DRAINTILE

CLEANOUT

PROPOSED STORM

MANHOLE

INLET PROTECTION

0 5' 10'

SCALE:

STORM UTILITY PLAN - COLUMBARIUM COURT ENLARGEMENT

1" = 5' (30" x 42" PAPER SIZE)

C-108

FOUNDATION DRAINAGE

SEE C-109 FOR DETAILS

(TYP.)

1 REVISED FOUNDATION DRAIN ELEVATIONS 05/19/2020

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

RIM=786.2 SE INV=784.1

AutoCAD SHX Text

RIM=787.5 SE INV=782.7 NW INV=782.7 NE INV=782.7

AutoCAD SHX Text

RIM=791.3 NW INV=786.8 SE INV=787.1

AutoCAD SHX Text

60" CMP

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

15" CMP

AutoCAD SHX Text 26492

AutoCAD SHX Text

Sheets and Views

C-106 STORM UTILITY PLAN

File details come from the government source that posted it. Updated May 30, 2020.