589A5-23-188 Drawing Set 1B.pdf

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Attached to
Z2DA--589A5-23-188, AJP FCA REPAIR ROADS, PARKING, AND SIDEWALKS
Solicitation number
36C25526R0108
Issued by

About this file

Written by GovTribe AI ·

This file is a Demolition Layout Map and Demolition Plan for a Department of Veterans Affairs project.

The project involves design repair of roads, parking, and sidewalks at the Colmery-O'Neil VA Medical Center (VAMC) in Topeka, Kansas, under project number 589A5-23-188. The drawing set, prepared by Atriax, PLLC (Hickory, North Carolina) and Professional Engineering Consultants (PEC) in Wichita, Kansas, shows detailed site plans with demolition and replacement areas encompassing concrete, asphalt, curb and gutter, ramps, sidewalks, and other hardscapes across the VA campus. The plans identify specific lots, roads, buildings, parking areas (ranging from 1 to 62 spaces in various locations), and utility features including water line easements, storm sewer systems, and underground infrastructure marked with various pipe types and sizes (RCP, CIP, VCP, HDPE, DI, and PVC ranging from 4 inches to 72 inches).

Key contractor requirements include obtaining all permits prior to construction, installing erosion control measures and sediment management practices before starting work, deploying traffic control measures, protecting existing utilities and tree resources, and coordinating all utility relocations with the VAMC project representative. The drawing indicates a construction laydown yard and notes that a Day Treatment Center must be constructed prior to this project. The demolition plan references related sediment and erosion control details on sheets CS513-CS515 and grading plans CG100-CG110. This is drawing 1B of 111 in the set, approved July 12, 2024, and marked as bid documents.

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Other files

File Type Posted
PRE-BID ROSTER.pdf PDF
36C25526R0108 0001.pdf PDF
589A5-23-188 Drawing Set 2B.pdf PDF
589A5-23-188 Drawing Set 3.pdf PDF
589A5-23-188 Drawing Set 1A.pdf PDF
36C25526R0108.docx DOCX document
589A5-23-188 Drawing Set 2A.pdf PDF
P09 Combined Specifications BID Doc.pdf PDF

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BUILDING 21

BUILD

IN

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BUILDING 6

BUILDING 1

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BUILDING 3

BUILDING 4

BUILDING 5

BUILDING 20

BUILDING 24

BUILDING 25

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LOT 20

LOT 27

ROAD DROAD L

ROAD G

LOT 5

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LOT 31

LOT 30

LOT 1A

LOT 17

LOT 24

LOT 25

LOT 13

LOT 9

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LOT 6

LO

T 7

LO

T 7

LOT 29

LO

T 29A

LOT 22

LOT 29B

ROAD A

SD

SD

SD

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VA

LP

30031 952.40

ELL

T

BU

S

BU

S

BU

S

8'' R

CP

15'' RCP|

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55164 956.91

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HANDICAPPED

REG

GR

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55374 956.64

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ELX

RESERVED PARKING (TYP. OF 5)

LP

RESERVED PARKING

(TYP. OF 3)

LP

55590 957.21

ELL

FH

55591 957.77

WFH

ELX

55596 959.44

ELX

LP

RESERVED PARKING (TYP. OF 2)

12'' RCP

12'' RCP

'' R

CP

GOVERNMENT VEHICLE PARKING ONLY

GOVERNMENT VEHICLE PARKING ONLY

'' H

DPE

4'' HDPE

'' H

DPE

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CP

12'' RCP

36'' RCP

36'' RCP

8'' RCP

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12'' RCP

12'' RCP

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48'' RCP

12'' RCP

'' R

CP

12'' RCP

'' R

CP

15'' RCP

15'

' RCP

8'' RCP

12'' RCP12'' RCP

18'' PVC

'' R

CP12'' RCP12'' RCP

'' R

CP

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'' R

CP

'' R

CP

12'' CIP

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CP

12'' CIP

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12'' CIP

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12'' RCP

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12'' CIP

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12' ' R

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12'' VCP

12'' RCP

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12'' RCP

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18'

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12'' R

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15'' RCP

15'

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4'' HDPE

10'' DI

8'' RCP

8'' VCP

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8'' VCP

12'' CIP

10'' HDPE

18'' RCP

12'' DI

15' ' R

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12'

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8'' H

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12'' RCP

24'

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15'' CMP

'' C

IP

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CP

15'' CIP18'' CIP

12'' RCP

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CP

'' R

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'' P

VC

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'' D

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12'' RCP

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15'' PVC

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12'' RCP

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12'' RCP

12'' RCP

'' R

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4'' HDPE

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'' D

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12'' RCP

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15'' RCP

'' C

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6'' R

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R

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4'' HDPE

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8'' RCP

15'' RCP

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12'' RCP

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36'' RCP

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CP

12'' RCP

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6'' P

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12'' RCP

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CP

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CP

24'' RCP

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CP

24'' RCP

24'' RCP

'' R

CP

18'' RCP 18'' RCP

12'' RCP

'' R

CP

4'' VCP

4'' V

CP

8''

RCP

10'' HDPE

15'' RCP

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CP

4'' PVC

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12'' RCP

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48'' RCP

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15'' RCP

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954953

DAY TREATMENT CENTER TO BE

CONSTRUCTED PRIOR TO THIS PROJECT.

SF

SF

SF

BUILDING

50 BUILDING

45BUILDING

BUILDING

T101

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

BUILDING

T102

BUILDING

BUILDING

BUILDING

BUILDING

CONSTRUCTION

LAYDOWN YARD

DEMOLITION NOTES:

1. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO CONSTRUCTION ACTIVITIES.

2. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES PRIOR TO STARTING WORK. REFER TO SEDIMENT

EROSION CONTROL DETAILS ON CS513 THROUGH CS515 AND THE GRADING AND SEDIMENT & EROSION CONTROL

PLAN CG100 THROUGH CG110

3. CONTRACTOR TO DEPLOY APPROPRIATE VEHICLE AND PEDESTRIAN TRAFFIC CONTROL MEASURES PRIOR TO

START OF WORK.

4. PROVIDE INLET PROTECTION AT ALL CURB INLETS AND AREA INLETS AFFECTED BY CONSTRUCTION RUNOFF.

5. PHASE DEMOLITION AS NEEDED TO MAINTAIN DRAINAGE AND UTILITIES FOR MINIMAL DISRUPTION.

6. INSTALL TREE PROTECTION FENCING AROUND TREES SHOWN TO BE PROTECTED. AVOID TREE REMOVAL

WHENEVER POSSIBLE - EVEN WHEN NOTED FOR REMOVAL.

7. PROTECT ALL EXISTING SITE ELEMENTS (TREES, UTILITIES, CURB, ETC.) NOT NOTED FOR REMOVAL. REPLACE IN

KIND IF DAMAGED AT NO COST TO THE GOVERNMENT.

8. CONTRACTOR SHALL REMOVE AND DISPOSE ALL DEMOLITION ITEMS OFFSITE IN ACCORDANCE WITH APPLICABLE

FEDERAL, STATE AND LOCAL REQUIREMENTS.

9. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL HORIZONTAL AND VERTICAL CONTROLS.

10. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION.

11. SUBSTITUTIONS FROM INFO SHOWN HEREIN SHALL BE REVIEWED AND APPROVED BY VAMC.

12. COORDINATE ALL UTILITY RELOCATIONS / DISRUPTIONS WITH VAMC COR OR STAFF.

13. CLEAN CUT ALL TREE ROOTS WHEN ENCOUNTERED DURING EXCAVATION.

14. ALL CAMPUS AND OR TRAFFIC SIGNAGE THAT IS REMOVED DURING CONSTRUCTION SHALL BE PLACED BACK TO

ORIGINAL LOCATION. INFORM COR IF ALTERNATIVE PLACEMENT IS REQUESTED.

15. CONTRACTOR RESPONSIBLE FOR CONFIRMING LOCATION OF ALL UTILITIES AND PROTECTING ALL UNAFFECTED

UTILITIES DURING DEMOLITION AND CONSTRUCTION

16. SAWCUT EXISTING PAVING AND HARDSCAPE AS NEEDED.

AREA OF DEMOLITION AND REPLACEMENT;

CONCRETE ASPHALT, CURB AND GUTTER,

RAMPS, SIDEWALKS, OTHER HARDSCAPES

LIMITS OF CONSTRUCTION

PROPOSED WATERLINE

LOC

LINETYPES

NEW STORM SEWER GRATE

TREE PROTECTION

SITE FEATURES

SILT FENCE

CURB INLET PROTECTION

AREA INLET PROTECTION

EROSION CONTROL MEASURES

SF

X

X

X

LEGEND

REMOVE EX. TREE / SITE COMPONENT

W W

EED FM 21

CD100

DEMOLITION LAYOUT MAP

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of 111

COLMERY- O'NEIL VAMC, TOPEKA,KS

589A5-23-188DESIGN REPAIR ROADS,

PARKING, AND SIDEWALK

www.atriaxgroup.com

Atriax, pllc 703 Main Ave SW, Hickory, NC 28602 PO Box 1629, Hickory, NC 28603 Phone: 828.315.9962 Fax: 828.315.9964

NC Engineering License No.: P-0214 07/12/2024

BID DOCUMENTS

www.pec1.com

Professional Engineering Consultants (PEC) Wichita, KS | Field Services 350 S. Washington | Wichita, KS 67202 Phone: 316-262-6457 Fax: 828.315.9964 Toll-Free: 800-474-6457

7/12/2024

S E A L 024911

HAROLD J . MARV

I N

PR

OFESSIONAL

ENGINEER

NO

RTH CAROL I NA

N

GRAPHIC SCALE

1" = 150'

150'0 300'75'

SCALE:1"=150'1 DEMOLITION LAYOUT MAP

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NORTH LINE OF THE NORTHWEST 1/4 OF SECTION 11, TOWNSHIP 12 SOUTH, RANGE 15 EAST

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AutoCAD SHX Text SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF SECTION 11, TOWNSHIP 12 SOUTH, RANGE 15 EAST

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50 PARKING SPACES

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NORTH LINE OF THE NORTHWEST 1/4 OF SECTION 11, TOWNSHIP 12 SOUTH, RANGE 15 EAST

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WEST LINE OF THE NORTHWEST 1/4 OF SECTION 11, TOWNSHIP 12 SOUTH, RANGE 15 EAST

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LOT 28

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LOT 11

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LOT 29B

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CONCRETE WALK

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

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AutoCAD SHX Text one and one half inches = one foot

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AutoCAD SHX Text three quarters inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

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VA FORM 08-6231

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AutoCAD SHX Text Office of Construction and Facilities Management

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OE

CP-11

BM-106

X

X

SPEED

CHECKED

BY RADAR

GR

VA

ASPHALT

SPEED

LIMIT

VA

LP

957.91

ELL > 2' SQ CONC BASE

ELX

957.85

TLX

ELX

957.90

TLX

GRASS

GRASS

VA

PARKING LOT

NUMBER

VA

ASPHALT

LP

955.32

ELL > 2' SQ CONC BASE

ASPHALT

30" OAK

STOP

PARKING

LOT NUMBER

VAGR

960.83

GRP

TMKR

961.88

TLK

T

LP

960.49

ELL > 3' DIA CONC BASE

ELX

STOP

VA

YH

958.85

WYH

VA

ROAD

CROSS WALK

LP

954.31

ELL > 3' DIAMETER CONCRETE BASE

GRASS

ELX

LP

955.59

ELL > 3' DIA CONC BASE

CROSS WALKLP

956.90

ELL

ELX

956.90

ELX

WV

957.98

WVL

WV

957.64

WVL

30" OAK

ROCK

24" DECIDUOUS

30" DECIDUOUS

ELX

957.96

ELXLP

957.76

ELL

CROSS WALK

STREET

NO FIREARMS

PARKING LOT NUMBER

VA

LP

ROCK

GRASS

LP

955.38

ELL

CROSS WALK

VA STOP

ROCK

LP

954.61

ELL

LP

953.48

ELL

GRASS FH

953.28

WFH

LP

953.05

ELL

NO FIREARMS

CROSS

WALK GRASS

HANDICAP PARKING

LP

951.91

ELL

GRASS

LP

950.67

ELL > 3' DIA CONC BASE

LP

951.08

ELL

ELX

951.06

ELX

FH

951.14

WFH

CROSS

WALK

LP

950.05

ELL > 2' DIA CONC BASE

STOP

GRASS

LP

STOP

RESERVED PARKING

LP

957.66

ELL > 3' DIA BASE

LP

958.30

ELL

GRASS

HANDICAP PARKING

(TYP. OF 7)

HANDICAP PARKING (TYP. OF 4)

LP

959.19

ELL

EYL (W. CONC. BASE)

EYL (W. CONC. BASE)

EYL (W. CONC. BASE)

FLAG POLE

ELX

ELX

959.42

ELX

LP

959.21

ELL

3' CONC. DECORATIVE BALL (TYP. OF 8)

3' FLOWER POT

GRASS

PINIC TABLEPINIC TABLE

24" DECIDUOUS

WV

957.75

WVL

FH

957.28

WFH

ROCK

STOP

HANDICAP PARKING

(TYP. OF 4)

LP

958.76

ELL > 2' SQ CONC BASE

ELX T

ASPHALT

RESERVED PARKING

RESERVED PARKING FH

957.01

WFH

STOP

ELX

957.44

ELX

LP

957.38

ELL > 3' DIA CONC BASE

STAIRS WV

LP

10035 958.57

ELL

LP

10045 958.30

ELL > 3 FOOT DIAMETER CONCRETE BASE

0.8 MILE

E

LP

10084 959.77

ELL

GRASS

LP

10091 959.83

ELL > 1' X 1' SQUARE BASE

ELX

10092 960.34

ELX

GRASS

E

15" PEAR

LP

10159 960.39

ELL

LP

30156 957.57

ELL

LP

35054 958.45

STANDARD C&G

STANDARD C&G

STANDARD C&G

ST

AN

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C &G

ST

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FE

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LA

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LANDSCAPE

LANDSCAPE

UTILITY ACCESS LID

HANDRAIL (TYP. OF 2)

STAIRS

UTILITY ACCESS

RET. WALL

CO

NC

CO

NC

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CO

NC

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CONC.

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NC

CO

NC

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UE

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G x

G x

G x

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12'' CIP

10'' CIP

12'' CIP

18'' RCP

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'' P

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12'' RCP

'' R

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15'' RCP

24'' RCP

'' R

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8'' VCP

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DAY TREATMENT CENTER TO BE

CONSTRUCTED PRIOR TO THIS PROJECT.

S2

S2

S2

S2

PROTECT LOADING DOCK

S2

S2

S2

S2

S1

4 5

SF

11+71.5

7+

.0

8+

.0

9+

.0

+0

0.

0 11+00.0

0+00.0

1+00.0

2+00.0

3+00.0

4+00.0

5+00.0

6+00.0

7+00.0

SW 21st STREET

SW

G

A G

E B

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VA

R D

SW 21st STREET

SW 21st STREET

SW

G

A G

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VA

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SW 21st STREET

SW

G

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SW 21st STREET

SW

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SW

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SW

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VA

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SW 21st STREET

SW

G

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VA

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SW 21st STREET

SW 21st STREET

SW

G

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E B

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VA

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SW

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SW

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BU

S

BU

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S

DAY TREATMENT CENTER TO BE

CONSTRUCTED PRIOR TO THIS PROJECT.

N

AREA OF DEMOLITION AND REPLACEMENT;

CONCRETE ASPHALT, CURB AND GUTTER,

RAMPS, SIDEWALKS, OTHER HARDSCAPES

LIMITS OF CONSTRUCTION

PROPOSED WATERLINE

LOC

LINETYPES

NEW STORM SEWER GRATE

TREE PROTECTION

SITE FEATURES

SILT FENCE

CURB INLET PROTECTION

AREA INLET PROTECTION

EROSION CONTROL MEASURES

SF

X

X

X

LEGEND

REMOVE EX. TREE / SITE COMPONENT

W W

DEMOLITION NOTES:

1. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO CONSTRUCTION ACTIVITIES.

2. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES PRIOR TO STARTING WORK. REFER TO SEDIMENT

EROSION CONTROL DETAILS ON CS513 THROUGH CS515 AND THE GRADING AND SEDIMENT & EROSION CONTROL

PLAN CG100 THROUGH CG110

3. CONTRACTOR TO DEPLOY APPROPRIATE VEHICLE AND PEDESTRIAN TRAFFIC CONTROL MEASURES PRIOR TO

START OF WORK.

4. PROVIDE INLET PROTECTION AT ALL CURB INLETS AND AREA INLETS AFFECTED BY CONSTRUCTION RUNOFF.

5. PHASE DEMOLITION AS NEEDED TO MAINTAIN DRAINAGE AND UTILITIES FOR MINIMAL DISRUPTION.

6. INSTALL TREE PROTECTION FENCING AROUND TREES SHOWN TO BE PROTECTED. AVOID TREE REMOVAL

WHENEVER POSSIBLE - EVEN WHEN NOTED FOR REMOVAL.

7. PROTECT ALL EXISTING SITE ELEMENTS (TREES, UTILITIES, CURB, ETC.) NOT NOTED FOR REMOVAL. REPLACE IN

KIND IF DAMAGED AT NO COST TO THE GOVERNMENT.

8. CONTRACTOR SHALL REMOVE AND DISPOSE ALL DEMOLITION ITEMS OFFSITE IN ACCORDANCE WITH APPLICABLE

FEDERAL, STATE AND LOCAL REQUIREMENTS.

9. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL HORIZONTAL AND VERTICAL CONTROLS.

10. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION.

11. SUBSTITUTIONS FROM INFO SHOWN HEREIN SHALL BE REVIEWED AND APPROVED BY VAMC.

12. COORDINATE ALL UTILITY RELOCATIONS / DISRUPTIONS WITH VAMC COR OR STAFF.

13. CLEAN CUT ALL TREE ROOTS WHEN ENCOUNTERED DURING EXCAVATION.

14. ALL CAMPUS AND OR TRAFFIC SIGNAGE THAT IS REMOVED DURING CONSTRUCTION SHALL BE PLACED BACK TO

ORIGINAL LOCATION. INFORM COR IF ALTERNATIVE PLACEMENT IS REQUESTED.

15. CONTRACTOR RESPONSIBLE FOR CONFIRMING LOCATION OF ALL UTILITIES AND PROTECTING ALL UNAFFECTED

UTILITIES DURING DEMOLITION AND CONSTRUCTION

16. SAWCUT EXISTING PAVING AND HARDSCAPE AS NEEDED.

SEDIMENT & EROSION CONTROL MAINTENANCE NOTES:

KEY NOTES (NOT ALL USED ON THIS SHEET)

DEMOLITION

1. DEMOLISH CURB STOP OR PARKING BLOCK

2. DEMOLISH SIDEWALK.

3. REMOVE AND REPLACE SITE ELEMENT

4. DEMOLISH EXISTING ROAD AND STONE SUBGRADE

5. DEMOLISH CURB AND GUTTER

6. REMOVE TREE AND GRUB STUMP, ROOTS, REMAINING

TREE DEBRIS.

7. REMOVE EXISTING STORM SEWER GRATE.

8. BUILDING ADA PEDESTRIAN RAMP TO BE DEMOLISHED.

9. RESERVED

10. PROTECT EXISTING WATER LINE

11. PROTECT EXISTING GAS LINE

12. PROTECT EXISTING UNDERGROUND ELECTRICAL

13. PROTECT EXISTING FIBER OPTICS

SEDIMENT AND EROSION CONTROL

S1. INSTALL AREA INLET PROTECTION SEE 01/CS513

S2. INSTALL CURB INLET PROTECTION SEE 02/CS513

S3. INSTALL SILT FENCE - SEE 01/CS514

S4. CONSTRUCT CONSTRUCTION ENTRANCE - SEE 04/CS514

XX

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of 111

COLMERY- O'NEIL VAMC, TOPEKA,KS

589A5-23-188DESIGN REPAIR ROADS,

PARKING, AND SIDEWALK

www.atriaxgroup.com

Atriax, pllc 703 Main Ave SW, Hickory, NC 28602 PO Box 1629, Hickory, NC 28603 Phone: 828.315.9962 Fax: 828.315.9964

NC Engineering License No.: P-0214 07/12/2024

BID DOCUMENTS

www.pec1.com

Professional Engineering Consultants (PEC) Wichita, KS | Field Services 350 S. Washington | Wichita, KS 67202 Phone: 316-262-6457 Fax: 828.315.9964 Toll-Free: 800-474-6457

7/12/2024

S E A L 024911

HAROLD J . MARV

I N

PR

OFESSIONAL

ENGINEER

NO

RTH CAROL I NA

MATCHLINE SEE SHEET CD102

M

AT

C H

LI

N

E

SE

E

SH

EE

T

C D

GRAPHIC SCALE

1" = 30'

30'0 60'15'

N

SCALE:1"=30'1 DEMOLITION PLAN 1

EED FM 22

CD101

DEMOLITION PLAN 1

NTS2 CAMPUS KEYMAP

AutoCAD SHX Text

BUILDING 9

AutoCAD SHX Text

3 STORY BRICK

AutoCAD SHX Text

EB

AutoCAD SHX Text

22" HEDGE

AutoCAD SHX Text

18" OAK

AutoCAD SHX Text

(2)15" OAK

AutoCAD SHX Text

22" LOCUST

AutoCAD SHX Text

18" PINE

AutoCAD SHX Text

18" PINE

AutoCAD SHX Text

18" PINE

AutoCAD SHX Text

18" OAK

AutoCAD SHX Text

28" OAK

AutoCAD SHX Text

20" OAK

AutoCAD SHX Text

20" OAK

AutoCAD SHX Text

18" PINE

AutoCAD SHX Text

20" OAK

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

18" WALNUT

AutoCAD SHX Text

12" TREE

AutoCAD SHX Text

12"…

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