589A5-23-188 Drawing Set 2B.pdf

15 MB Posted

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 document is a comprehensive set of civil engineering design drawings for road, parking, and sidewalk repair and reconstruction at Colmery-O'Neil VAMC (Department of Veterans Affairs Medical Center) in Topeka, Kansas, Project Number 589A5-23-188. The bid documents include multiple sheets detailing design layouts, profiles, and cross-sections for various roadways and associated site features.

The project encompasses repair and reconstruction of multiple roads designated as Road A (primary alignment spanning approximately 54,600 linear feet), Road A-North, Road T, Road H, Road G, Road E, Road L, and a Main Entrance Road. Work includes new asphalt and concrete pavement construction, curb and gutter installation, ADA-compliant ramp and landing construction conforming to Department of Veterans Affairs standards, storm sewer pipe replacement, site drainage improvements with erosion control measures (silt fence and inlet protection), and landscape/site feature integration. The design is based on matching existing vertical and horizontal alignments, with all new concrete paving sloped to prevent ponding. Pavement repair notes specify coordination with construction phasing, protection of existing features scheduled to remain, proper tying of new work to existing infrastructure with saw-cut joints, and contractor prohibition from disturbing soil beyond 1 foot of proposed construction limits. Cross-sections detail typical pavement construction with specifications for concrete paving lanes (12 feet wide with 3/8-inch-per-foot slope), combined curb and gutter details, wire mesh reinforcement, and joint specifications including silicone and hot-type joints.

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Other files

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

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SW 21st STREET

SW

G

A G

E B

O U

LE

VA

R D

SW 21st STREET

SW 21st STREET

SW

G

A G

E B

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LE

VA

R D

SW

G

A G

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LE

VA

R D

SW

G

A G

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LE

VA

R D

SW

G

A G

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LE

VA

R D

SW

G

A G

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LE

VA

R D

SW 21st STREET

SW

G

A G

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O U

LE

VA

R D

SW 21st STREET

SW 21st STREET

SW

G

A G

E B

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LE

VA

R D

SW

G

A G

E B

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LE

VA

R D

SW

G

A G

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LE

VA

R D

SW

G

A G

E B

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LE

VA

R D

SW

G

A G

E B

O U

LE

VA

R D

5'

SW 21st STREET

SW

G

A G

E B

O U

LE

VA

R D

SW 21st STREET

SW 21st STREET

SW

G

A G

E B

O U

LE

VA

R D

SW

G

A G

E B

O U

LE

VA

R D

SW

G

A G

E B

O U

LE

VA

R D

SW

G

A G

E B

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LE

VA

R D

SW

G

A G

E B

O U

LE

VA

R D

SD

SD

SD

X

X||

X

X

X

GR

GR

960.83

GRP

GTV

933.80

GTV

FH

940.86

WFH

T

T

UT

BU

S

BU

S

BU

S

LP

55164 956.91

ELL

CO (STORM) (TYP. OF 2)

CO (STORM) (TYP. OF 2)

HANDICAPPED

REG

GR

CO (STORM) (TYP. OF 2)

LP

55374 956.64

ELL

ELX

ELX

RESERVED PARKING (TYP. OF 5)

CO

55490 957.52

SSC

LP

CO

RESERVED PARKING

(TYP. OF 3)

LP

55590 957.21

ELL

FH

55591 957.77

WFH

ELX

55596 959.44

ELX

LP

CO

55687 960.24

SSC

RESERVED PARKING (TYP. OF 2)

4'' PVC

8'' P

VC

GOVERNMENT VEHICLE PARKING ONLY

GOVERNMENT VEHICLE PARKING ONLY

12'' VCP

10'' VCP

'' V

CP

4''

VC

P

'' V

CP

10'' VCP

8'' V

CP

8''

VCP

6'' VCP

'' V

CP

'' V

CP

8'' VCP

8'' VCP

8'' V

CP

6'' VCP

6'' VCP

6''

VC

P

6'' V

CP

8'' V

CP

8'' V

CP

8'' VCP

8'' VCP

'' V

CP

8'' VCP

'' V

CP

8'' VCP

8'' VCP

6'' VCP

10'' VCP

4'' VCP

10'' VCP

8'' V

CP

8''

V

CP

4'' PVC

8'' P

VC

DAY TREATMENT CENTER TO BE

CONSTRUCTED PRIOR TO THIS PROJECT.

R53

CONSTRUCTION

LAYDOWN YARD

PAVEMENT REPAIR NOTES

1. COORDINATE SITE PAVING AND GRADING WORK WITH THE CONSTRUCTION PHASING PLAN.

VALIDATE CONSTRUCTION SEQUENCING WITH THE COR.

2. WORK SHALL OCCUR WITHIN THE LIMITS OF CONSTRUCTION AS SHOWN.

3. EXISTING CURB AND GUTTER, SIDEWALK, ASPHALT, AND OTHER SITE FEATURES SCHEDULED TO

REMAIN SHALL BE PROTECTED DURING CONSTRUCTION. WHERE NEW TIES TO EXISTING, SAW

CUT, PROTECT, AND KEEP EXISTING CLEAN. EXISTING AND NEW SHALL TIE TOGETHER. WHERE

WIDTHS DIFFER, TAPER TO MATCH EXISTING.

4. CONTRACTOR SHALL NOT DISTURB SOIL OUTSIDE OF 1 FT OF THE EDGE OF PROPOSED NEW

CONSTRUCTION.

5. CONSTRUCT ADA RAMPS AND ASSOCIATED LANDINGS IN CONFORMANCE WITH DETAILS

PROVIDED AND TO THE STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF VETERANS

AFFAIRS.

6. UNLESS NOTED OTHERWISE, DIMENSIONS ARE FROM FACE OF CURB AND GUTTER OR

SIDEWALKS.

7. ALL NEW CONCRETE PAVING SHALL TIE INTO EXISTING GRADE AND BE SLOPED TO PREVENT

PONDING.

8. FINISH CONCRETE SURFACE TO PREVENT PONDING. SLOPE TO DRAIN SO THAT NO WATER SHALL

POND ON PAVEMENT SURFACE.

9. DESIGN IS BASED ON MATCHING THE EXISTING VERTICAL AND HORIZONTAL ALIGNMENTS.

LIMITS OF CONSTRUCTION

PROPOSED WATERLINE

CONSTRUCTION FENCE

STORM SEWER PIPE REPLACEMENT

LOC

LINETYPES

NEW STORM SEWER GRATE

TRAFFIC SIGN SYMBOL

TREE PROTECTION

FIRE HYDRANT

SITE FEATURES

SILT FENCE

CURB INLET PROTECTION

AREA INLET PROTECTION

EROSION CONTROL MEASURES

SF

AREA OF RESTORATION AND CONSTRUCTION

X

X

W

AREA OF REPLACEMENT/CONSTRUCTION OF

CONCRETE SIDEWALKS AND HARDSCAPE

AREA OF PLACEMENT/CONSTRUCTION OF

RAMPS AND TACTILE DOME LANDINGS

AREA OF PLACEMENT FOR PEDESTRIAN

CROSSWALK MARKING

LEGEND

AREA OF REPLACEMENT OF ROADWAY,

PARKING LOT, AND CURB AND GUTTER

CONCRETE

X

SDSD

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 ROADWAY DESIGN LAYOUT MAP

EED FM 65

CS200

ROAD PROFILE LAYOUT MAP

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BUILDING 56 GENERATOR

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

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BUILDING 48

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

AutoCAD SHX Text

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

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

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

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

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

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BUILDING 43

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BUILDING 48

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

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

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

AutoCAD SHX Text 55.00'

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

AutoCAD SHX Text 40.00'

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BUILDING 56 GENERATOR

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

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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

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

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

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

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

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BUILDING 43

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BUILDING 48

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

AutoCAD SHX Text

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

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

AutoCAD SHX Text 55.00'

AutoCAD SHX Text 55.00'

AutoCAD SHX Text 45.00'

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

AutoCAD SHX Text

WEST 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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WEST 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

AutoCAD SHX Text 40.00'

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ROAD L

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ROAD H

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ROAD G

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ROAD O

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ROAD T

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ROAD A (NORTH)

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ROAD A

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ROAD A

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ROAD A

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ROAD A

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ROAD A

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ROAD B

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ROAD K

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ROAD E

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CONCRETE WALK

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ROAD N

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FH

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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AutoCAD SHX Text one half 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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SW 21st STREET

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S

DAY TREATMENT CENTER TO BE

CONSTRUCTED PRIOR TO THIS PROJECT.

N

PAVEMENT REPAIR NOTES

1. COORDINATE SITE PAVING AND GRADING WORK WITH THE CONSTRUCTION PHASING PLAN.

VALIDATE CONSTRUCTION SEQUENCING WITH THE COR.

2. WORK SHALL OCCUR WITHIN THE LIMITS OF CONSTRUCTION AS SHOWN.

3. EXISTING CURB AND GUTTER, SIDEWALK, ASPHALT, AND OTHER SITE FEATURES SCHEDULED TO

REMAIN SHALL BE PROTECTED DURING CONSTRUCTION. WHERE NEW TIES TO EXISTING, SAW

CUT, PROTECT, AND KEEP EXISTING CLEAN. EXISTING AND NEW SHALL TIE TOGETHER. WHERE

WIDTHS DIFFER, TAPER TO MATCH EXISTING.

4. CONTRACTOR SHALL NOT DISTURB SOIL OUTSIDE OF 1 FT OF THE EDGE OF PROPOSED NEW

CONSTRUCTION.

5. CONSTRUCT ADA RAMPS AND ASSOCIATED LANDINGS IN CONFORMANCE WITH DETAILS

PROVIDED AND TO THE STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF VETERANS

AFFAIRS.

6. UNLESS NOTED OTHERWISE, DIMENSIONS ARE FROM FACE OF CURB AND GUTTER OR

SIDEWALKS.

7. ALL NEW CONCRETE PAVING SHALL TIE INTO EXISTING GRADE AND BE SLOPED TO PREVENT

PONDING.

8. FINISH CONCRETE SURFACE TO PREVENT PONDING. SLOPE TO DRAIN SO THAT NO WATER SHALL

POND ON PAVEMENT SURFACE.

9. DESIGN IS BASED ON MATCHING THE EXISTING VERTICAL AND HORIZONTAL ALIGNMENTS.

-4.07% -1.08% -1.80%

-1.26% -0.45%

-1.35%

PVI STA: 1+39.95

PVI ELEV:957.984

LVC: 38.5

BVCS: 1+39.95

BVCE: 957.984

EVCS: 1+59.19

EVCE:957.639

PVI STA: 7+70.23

PVI ELEV:949.331

LVC: 3.9

BVCS: 7+70.23

BVCE: 949.331

EVCS: 7+72.19

EVCE:949.304

15in RCP Existing Storm Sewer

STA:0+04.1

TOP ELEV:~957.0

12in RCP Existing Storm Sewer

STA:3+48.1

TOP ELEV:~950.1

18in PVC Existing Storm Sewer

STA:4+73.2

TOP ELEV:~943.7

10in CIP EXISTING

STORM SEWER

STA:5+34.4

TOP ELEV:~944.6

15in CIP Existing Storm Sewer

STA:5+19.0

TOP ELEV:~949.1

12in RCP Existing

STORM SEWER

STA:7+81.5

TOP ELEV:~946.0

12in RCP EXISTING

STORM SEWER

STA:10+37.3

TOP ELEV:~942.7

PVI STA: 0+56.47

PVI ELEV:958.884

LVC: 70.2

BVCS: 0+56.47

BVCE: 958.884

EVCS: 0+91.57

EVCE:958.506

PVI STA: 3+36.88

PVI ELEV:954.449

LVC: 341.5

BV

C

S:

+3 6.

BV

C E:

.4

EV

C

S:

+0 7.

EV

C E:

2.

PVI STA: 7+28.94

PVI ELEV:949.518

LVC: 78.4

BV

C

S:

+2 8.

BV

C E:

.5

EV

C

S:

+6 8.

EV

C E:

9.

CAMPUS ENTRANCE

BEGIN ROAD N

INTERSECTION OF ROAD N AND 21ST STREET

END ROAD N

TRANSITION FROM ROAD A-NORTH TO ROAD A

INTERSECTION OF ROAD A, ROAD A-NORTH, & ROAD N

BEGIN ROAD T

INTERSECTION OF ROAD A & ROAD T

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LOC

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XLO

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X

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LOC LOC LOC LOC LOC LOC

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LOC

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LOC LOC LOC LOC LOC

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TR

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SS X

WX

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SSx

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CP-10

CP-11

X

X

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X

GR

LP

957.91

ELL > 2' SQ CONC BASE

ELX

957.85

TLX

ELX

957.90

TLX

LP

955.32

ELL > 2' SQ CONC BASE

30" OAK

GR

960.83

GRP

TMKR

961.88

TLK

T

LP

960.49

ELL > 3' DIA CONC BASE

ELX

YH

958.85

WYH

LP

954.31

ELL > 3' DIAMETER CONCRETE BASE

ELX

LP

955.59

ELL > 3' DIA CONC BASE

LP

LP

955.38

ELL

LP

954.61

ELL

LP

953.48

ELL

FH

953.28

WFH

LP

953.05

ELL

LP

951.91

ELL

LP

950.67

ELL > 3' DIA CONC BASE

LP

951.08

ELL

ELX

951.06

ELX

FH

951.14

WFH

LP

950.05

ELL > 2' DIA CONC BASE

LP

950.01

ELL

LP

ELX

949.16

ELXLP

949.06

ELL > 21" SQ CONC BASE

T TMKR

WV

LP

948.47

ELL

WV

ELX

LP

952.92

ELL

ELX

955.82

ELX

LP

LP

951.12

ELL > 3' DIA CONC BASE

STAIRS

FH

953.84

WFH

LP

954.70

ELL > 2' SQ CONC BASE

LP

946.96

ELL > 3' DIA CONC BASE

LP

946.19

ELL

WV

FH

946.02

WFH

ELX

944.65

ELX

LP

20" DECIDUOUS

LP

946.03

ELL > 3' DIA CONC BASE

6" OAK

LP

950.63

ELL > 3FT DIA CONC BASE

ELX

951.06

ELX

FH

953.25

WFH

LP

949.02

ELL

LP

952.74

ELL > 2FT SQ CONC BASE

STONE MONUMENT

CONC MONUMENT

LP

954.43

ELL > 3FT DIA CONC BASE

ELX

954.57

ELX

STAIRS

WV

WV

WV

30190 953.55

WVL

LP

35046 956.72

ELL > 3' CONC BASE

E E

LP

35054 958.45

ELL > 3' CONC BASE

HANDRAIL

ASPHALT

GRAVEL

CHAINLINK FENCE

LANDSCAPE

LANDSCAPE

LANDSCAPE

LANDSCAPE

UTILITY ACCESS LID

STAIRS

UTILITY ACCESS

RE

T.

W

AL

L

RET. WALL

WxWx

WxWxWxWxWx

W x

Wx

Wx

W x

W x

W x

E

T

E

957958

BUS

30'' RCP

12'' RCP

30'' RCP

'' C

IP

30'' RCP

'' C

IP12

'' C

IP

12'' RCP

'' R

CP

24'' RCP 24

'' R

CP

'' C

IP

'' C

IP

'' C

IP

'' R

CP

18'' PVC

15'' PVC

12'

' RCP

'' R

CP

15'' RCP

'' R

CP

'' R

CP

12'' RCP

'' R

CP

18'

' RCP

'' R

CP

15'

' RCP

18'' RCP

'' P

VC

18'' RCP

8'' R

CP

12'' RCP

24'' RCP 24'' RCP

24'' RCP

24'' RCP 24'' RCP 24'' RCP

30'' RCP 30'' RCP

30'' RCP

30'' RCP

30'' RCP

30'' RCP

8'' V

CP

DA

Y

TR

EA

TM

EN

T

CE

NT

ER

T O

BE

CO

NS

TR

UC

TE

D

PR

IO

R

TO

T

HI

S

PR

OJ

EC

T.

11+71.5

10+00.0

11+00.0

0+00.0

1+00.0

2+00.0

3+00.0

0+

.0

1+

.0

2+

.0

3+

.0

4+00.0

5+00.0

6+

.0

7+

.0

8+

.0

9+

.0

+0

0.

+0

0.

6 955

949 948 947 946 945

0+00.0

1+00.0

2+00.0

3+00.0

ROAD - A- ALIGNMENT

NUMBER

L12

L13

L11

C10

L10

C9

L9

C8

L8

C7

L7

C6

L6

C5

L5

C4

L4

C3

L3

C2

L2

C1

L1

LENGTH

(FT)

235.16

11.68

20.42

199.63

3.68

14.36

40.23

124.66

1388.78

642.34

244.72

337.79

57.96

327.23

126.94

396.26

107.77

404.93

128.86

225.02

143.02

236.91

41.55

RADIUS

(FT)

400.00

220.00

220.00

410.00

500.00

360.00

2000.00

1200.00

410.00

209.01

LINE/CHORD DIRECTION

S01° 09' 47.59"E

S15° 12' 11.17"W

S01° 16' 35.40"E

S15° 34' 25.85"E

S29° 52' 16.31"E

S31° 44' 26.61"E

S33° 36' 36.91"E

S17° 22' 38.66"E

S01° 09' 49.36"E

S43° 43' 05.52"W

S88° 43' 45.58"W

N71° 55' 01.08"W

N52° 33' 47.73"W

N26° 31' 23.81"W

N00° 28' 59.89"W

N06° 09' 33.54"W

N11° 50' 07.20"W

N02° 10' 05.92"W

N07° 29' 55.37"E

N08° 13' 25.59"W

N23° 56' 46.54"W

N56° 25' 06.57"W

N88° 53' 26.60"W

NORTHING

261679.9145

261444.8012

261433.5342

261413.1223

261222.8125

261219.6206

261207.4131

261173.9080

261056.5235

259668.0319

259249.8275

259244.4008

259347.2653

259382.5005

259665.3128

259792.2487

260185.5778

260291.0605

260693.7848

260821.5403

261041.4575

261172.1679

261296.3032

EASTING

1959975.1266

1959979.9005

1959976.8387

1959977.2935

1960030.3353

1960032.1686

1960039.7202

1960061.9895

1960098.7248

1960126.9298

1959727.0307

1959482.3754

1959167.3450

1959121.3206

1958980.1720

1958979.1013

1958936.6546

1958914.5502

1958899.3022

1958916.1186

1958884.3349

1958826.2857

1958639.3161

EED FM 66

CS201

ROAD (A) PROFILE 1

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

SCALE: H 1"=40' V: 1"=6'3 ROAD (A) PROFILE 1

SCALE:1"=40'1 CIVIL SITE AND PAVING PLAN VIEW 1

N

M

ATC

H

LIN

E SEE SH

EET C

S202

NTS2 CAMPUS KEYMAP

GRAPHIC SCALE

1" = 40'

40'0 80'20'

BEGIN ROAD T

INTERSECTION OF ROAD A AND ROAD T

END ROAD N

TRANSITION FROM ROAD A-NORTH TO ROAD A

INTERSECTION OF ROAD A, ROAD A-NORTH AND ROAD N

CAMPUS ENTRANCE

BEGIN ROAD N

INTERSECTION OF ROAD N AND 21ST STREET

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

5 PARKING SPACES

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5 PARKING SPACES

AutoCAD SHX Text

1 PARKING SPACE

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4 PARKING SPACES

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19 PARKING SPACES

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8 PARKING SPACES

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11 PARKING SPACES

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15 PARKING SPACES

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4 PARKING SPACES

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2 PARKING SPACES

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2 PARKING SPACES

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10' UTILITY EASEMENT DOCUMENT RECORDED IN BOOK 4856 AT PAGE 89

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10' UTILITY EASEMENT DOCUMENT RECORDED IN BOOK 4856 AT PAGE 89

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10' UTILITY EASEMENT DOCUMENT RECORDED IN BOOK 4856 AT PAGE 89

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10' UTILITY EASEMENT DOCUMENT RECORDED IN BOOK 4856 AT PAGE 89

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10' UTILITY EASEMENT DOCUMENT RECORDED IN BOOK 4856 AT PAGE 89

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10' UTILITY EASEMENT DOCUMENT RECORDED IN BOOK 4856 AT PAGE 89

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25' WATER LINE EASEMENT DOCUMENT NO. 14201 RECORDED IN BOOK 4208 AT PAGE 034

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25' WATER LINE EASEMENT DOCUMENT NO. 14201 RECORDED IN BOOK 4208 AT PAGE 034

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25' WATER LINE EASEMENT DOCUMENT NO. 14201 RECORDED IN BOOK 4208 AT PAGE 034

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25' WATER LINE EASEMENT DOCUMENT NO. 14201 RECORDED IN BOOK 4208 AT PAGE 034

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25' WATER LINE EASEMENT DOCUMENT NO. 14201 RECORDED IN BOOK 4208 AT PAGE 034

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25' WATER LINE EASEMENT BY DOCUMENT NO. 14201 RECORDED IN BOOK 4208 AT PAGE 034

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3 PARKING SPACES

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6 PARKING SPACES

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ASPHALT

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ROAD L

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ROAD D

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ROAD H

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ROAD G

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ROAD O

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ROAD T

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ROAD A (NORTH)

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ROAD A

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ROAD A

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ROAD A

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ROAD A

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ROAD A

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ROAD A

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ROAD C

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ROAD A

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ROAD B

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ROAD K

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ROAD E

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ROAD N

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RAMP

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RAMP

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5 PARKING SPACES

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5 PARKING SPACES

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1 PARKING SPACE

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4 PARKING SPACES

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19 PARKING SPACES

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8 PARKING SPACES

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11 PARKING SPACES

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15 PARKING SPACES

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4 PARKING SPACES

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2 PARKING SPACES

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3 PARKING SPACES

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ASPHALT

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ROAD A (NORTH)

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ROAD A

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ROAD A

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ROAD A

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ROAD A

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ROAD C

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ROAD A

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ROAD B

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ROAD K

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ROAD E

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ROAD N

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RAMP

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RAMP

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5 PARKING SPACES

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5 PARKING SPACES

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1 PARKING SPACE

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4 PARKING SPACES

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19 PARKING SPACES

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8 PARKING SPACES

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11 PARKING SPACES

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15 PARKING SPACES

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4 PARKING SPACES

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2 PARKING SPACES

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3 PARKING SPACES

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6 PARKING SPACES

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ASPHALT

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ROAD L

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ROAD D

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ROAD H

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ROAD G

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ROAD O

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ROAD T

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ROAD A (NORTH)

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ROAD A

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ROAD A

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ROAD A

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ROAD A

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ROAD A

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ROAD B

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ROAD K

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ROAD E

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ROAD N

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EB

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24" HACKBERRY

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30" ELM

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24" HACKBERRY

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6" TREE

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6" PINE

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3" TREE

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28" HACKBERRY

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24" ELM

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24" ELM

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24" HACKBERRY

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8" MAPLE

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24" ELM

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24" ELM

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24" ELM

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24" ELM

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24" ELM

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24" ELM

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24" ELM

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22" LOCUST

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18" PINE

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18" PINE

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18" PINE

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18" OAK

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28" OAK

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20" OAK

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20" OAK

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24" OAK

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18" PINE

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BUILDING

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BUILDING

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CONCRETE WALK

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4" TREE

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CONCRETE WALK

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CONCRETE WALK

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20" OAK

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24" OAK

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6" CHERRY

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24" OAK

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28" OAK

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24" OAK

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22" LOCUST

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24" OAK

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30" HACKBERRY

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30" HACKBERRY

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20" HACKBERRY

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20" HACKBERRY

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6" CHERRY

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6" CHERRY

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6" CHERRY

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CONCRETE WALK

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CONCRETE WALK

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CONCRETE WALK

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CONCRETE WALK

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24" OAK

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30" OAK

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30" TREE

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15" TREE

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20…

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