Collin_College_Wylie_Parking_Lot_Additions_-_Construction_Documents.pdf

PDF 36 MB Posted

Attached to
Wylie CTE Center Parking Lot Paving
Solicitation number
FY2026-CSP-043
Issued by
Collin County, Texas

About this file

Written by GovTribe AI ·

The provided file is a comprehensive set of construction documents for the Collin College Wylie Campus Parking Lot Additions project, prepared by RLK Engineering, Inc. for the City of Wylie, Texas. The documents detail the design and specifications for constructing parking lots in the north and south sections of the campus, including grading, paving, drainage, erosion control, landscaping, irrigation, and electrical infrastructure. The project encompasses approximately 7.8 acres of total disturbed area, with multiple alternate proposals for the north parking lot involving electricity installation, irrigation water meters, backflow devices, and data runs for security cameras. The construction documents are dated 10/15/25, with specific technical details addressing civil engineering requirements, utility connections, and site-specific engineering considerations.

The project documents indicate compliance with local and state standards, including City of Wylie specifications, North Central Texas Council of Governments standards, and Texas Department of Transportation guidelines. While no specific budget is disclosed, the comprehensive nature of the project suggests a significant infrastructure investment. The documents outline detailed technical requirements for construction, including soil preparation, concrete specifications, drainage management, and landscaping standards. The project includes provisions for solid sod Bermudagrass, tree plantings, irrigation systems with rain and freeze sensors, and LED area lighting with wireless control capabilities. The construction is tentatively planned to integrate with existing campus infrastructure, including connections to the CTE Building and Central Plant, with careful consideration of existing utilities and site conditions.

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File Type Posted
Wylie_CTE_Center_Parking_Lot_Paving_(Addendum_#1_Revision).pdf PDF
Wylie_CTE_Center_Parking_Lot_Paving.pdf PDF
Collin_College_Wylie_Parking_Lot_Additions_-_Construction_Documents.pdf PDF
Prevailing_Wage_Rate.pdf PDF
Wylie_CTE_Center_Parking_Lot_Paving_-_Technical_Specifications.pdf PDF

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RONNY KLINGBEIL

76831

DESNECIL

REENIGNELANOISSEFOR

P

SAXETFOETATS

RLKRLK

(972) 3591733 Off

(972) 3591833 Fax

111 West Main Allen, Texas 75013

RLK ENGINEERING, INC

ENGINEERING PLANSENGINEERING PLANS

Collin CollegeCollin College 3452 Spur 3993452 Spur 399

McKinney, Texas 75069McKinney, Texas 75069

Texas Registration #579

(972) 548-6790(972) 548-6790

COLLIN COLLEGE WYLIE CAMPUSCOLLIN COLLEGE WYLIE CAMPUS

PARKING LOT ADDITIONSPARKING LOT ADDITIONS

10/15/25

CITY OF WYLIE, TEXASCITY OF WYLIE, TEXAS

AutoCAD SHX Text Engineer

AutoCAD SHX Text Prepared For

AutoCAD SHX Text Vicinity Map

AutoCAD SHX Text Site

AutoCAD SHX Text F. M. 544

AutoCAD SHX Text Lakefield

AutoCAD SHX Text Steel

AutoCAD SHX Text Hooper

AutoCAD SHX Text Woodbridge

AutoCAD SHX Text Country Club

AutoCAD SHX Text Index Of Drawings

AutoCAD SHX Text Cover Sheet

AutoCAD SHX Text Grading Plan - North Parking Lot

AutoCAD SHX Text Grading Plan - South Parking Lot

AutoCAD SHX Text

CG2.0

AutoCAD SHX Text

CG1.0

AutoCAD SHX Text

CE1.0

AutoCAD SHX Text

CD1.1

AutoCAD SHX Text

CD3.0

AutoCAD SHX Text

CN1.0

AutoCAD SHX Text Drainage Plan - North Parking Lot

AutoCAD SHX Text Erosion Control Plan - North Parking Lot

AutoCAD SHX Text City Details

AutoCAD SHX Text City Standard Notes

AutoCAD SHX Text

CDT1.0

AutoCAD SHX Text

CDT1.1

AutoCAD SHX Text City Details

AutoCAD SHX Text

CD1.0

AutoCAD SHX Text Pre-Development Drainage Area Map

AutoCAD SHX Text

CD2.0

AutoCAD SHX Text Post-Development DAMAP - South Parking Lot

AutoCAD SHX Text Post-Development DAMAP - North Parking Lot

AutoCAD SHX Text L1.01

AutoCAD SHX Text L2.02

AutoCAD SHX Text L1.03

AutoCAD SHX Text L2.01

AutoCAD SHX Text L2.03

AutoCAD SHX Text Irrigation Plan - North Parking Lot

AutoCAD SHX Text Irrigation Plan - North Parking Lot

AutoCAD SHX Text L2.04

AutoCAD SHX Text L1.02

AutoCAD SHX Text Landscape Plan - North Parking Lot

AutoCAD SHX Text L1.04

AutoCAD SHX Text Landscape Plan - North Parking Lot

AutoCAD SHX Text Landscape Plan - South Parking Lot

AutoCAD SHX Text Landscape Specifications & Details

AutoCAD SHX Text Irrigation Plan - South Parking Lot

AutoCAD SHX Text Irrigation Specifications & Details

AutoCAD SHX Text E1.01

AutoCAD SHX Text E1.02

AutoCAD SHX Text Electrical Site Plan - North Parking Lot

AutoCAD SHX Text E2.01

AutoCAD SHX Text Electrical Site Plan - South Parking Lot

AutoCAD SHX Text Details - Electrical

AutoCAD SHX Text

CDT1.2

AutoCAD SHX Text City Details

AutoCAD SHX Text

CDT1.3

AutoCAD SHX Text City Details

AutoCAD SHX Text

CDT1.4

AutoCAD SHX Text City Details

AutoCAD SHX Text

CDT2.0

AutoCAD SHX Text Site Details

AutoCAD SHX Text Paving & Water Plan - North Parking Lot

AutoCAD SHX Text Paving Plan - South Parking Lot

AutoCAD SHX Text

CP2.0

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CP1.0

AutoCAD SHX Text

CE2.0

AutoCAD SHX Text Erosion Control Plan - South Parking Lot

AutoCAD SHX Text

CE3.0

AutoCAD SHX Text Erosion Control Notes

AutoCAD SHX Text

CD4.0

AutoCAD SHX Text Drainage Plan - South Parking Lot

AutoCAD SHX Text L1.00

AutoCAD SHX Text Overall Landscape Plan

AutoCAD SHX Text E0.01

AutoCAD SHX Text General Notes, Legend & Schedule - Electrical

EXW

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2 522 521 521

524523

524 523 522

W

517520516

519 520

Alternate 1 Alternate 2 Alternate 3

Alternate 4: All Proposed Improvements (Alternates 1, 2, & 3)

MISC. INFORMATION DESCRIPTION

RLK

RLK

PEER REVIEW:

TECH REVIEW:

DRAWING DATE:

10-15-25

WYLIE, TEXAS

COLLIN COLLEGE - WYLIE - PARKING ADDITIONS

DRAWING SCALE:

DATEREVISION

(972) 359-1733 Off

(972) 359-1833 Fax

111 West Main Allen, Texas 75013

DRAWING FILE:

PROJECT NUMBER:

RLK: 24081

SHEET:

RLK ENGINEERING, INC.

RLKRLK

RLK Engineering

Texas Registration No. 579 DRAWN BY:

DESIGNED BY:

24081 GRAD.dwgRLK Engineering

RONNY KLINGBEIL

76831

DESNECIL

REENIGNELANOISSEFOR

P

SAXETFOETATS

10-15-25

1"=40' CG1.0

GRADING PLAN - NORTH PARKING LOT

AutoCAD SHX Text %%uCAUTION EXISTING UTILITIES !!!!

AutoCAD SHX Text All existing utilities and underground facilities that are

AutoCAD SHX Text indicated and shown on these plans are approximate, AutoCAD SHX Text and are based on as-built plans and/or from reference

AutoCAD SHX Text information. Actual utility locations may differ from

AutoCAD SHX Text the as-built plans based on field observations. All

AutoCAD SHX Text utilities shall be field verified and located prior to any

AutoCAD SHX Text excavation or boring. It shall be the responsibility of

AutoCAD SHX Text the Contractor to verify both horizontally and vertically

AutoCAD SHX Text the location of such existing utilities prior to any

AutoCAD SHX Text construction.

AutoCAD SHX Text

AutoCAD SHX Text

XX.X

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%%ULEGEND

AutoCAD SHX Text Proposed Spot Elevation

AutoCAD SHX Text x

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AutoCAD SHX Text Existing Contour

AutoCAD SHX Text Proposed Contour

AutoCAD SHX Text 21.21

AutoCAD SHX Text Existing Spot Elevation

AutoCAD SHX Text Direction of Flow

AutoCAD SHX Text

TOP=520.83'

AutoCAD SHX Text

FL=515.93'

AutoCAD SHX Text T-Post String Fence

AutoCAD SHX Text Ex. 24" RCP

AutoCAD SHX Text Ex. 18" RCP

AutoCAD SHX Text Ex. 18"

AutoCAD SHX Text Ex. 36" RCP

AutoCAD SHX Text Ex. Water Service

AutoCAD SHX Text Ex. Water Service

AutoCAD SHX Text Ex. 18"

AutoCAD SHX Text Ex. 12" Water

AutoCAD SHX Text 5.

AutoCAD SHX Text 6.

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text 4.

AutoCAD SHX Text authorities.

AutoCAD SHX Text 7.

AutoCAD SHX Text 8.

AutoCAD SHX Text these areas.

AutoCAD SHX Text with the Geotechnical Report.

AutoCAD SHX Text the owner.

AutoCAD SHX Text no additional cost to the owner.

AutoCAD SHX Text of any existing surface.

AutoCAD SHX Text expense of the Contractor.

AutoCAD SHX Text paving. All islands shall be crowned to allow positive drainage

AutoCAD SHX Text Prior to starting construction, the Contractor shall make

AutoCAD SHX Text In the event an item is not covered in the City's specs., AutoCAD SHX Text Barricading, traffic control, and project signs shall conform

AutoCAD SHX Text The Contractor shall verify the suitability of all existing and

AutoCAD SHX Text certain that all required permits and approvals have been

AutoCAD SHX Text obtained. No construction or fabrication shall begin until

AutoCAD SHX Text the Contractor has received and thoroughly reviewed all

AutoCAD SHX Text plans and other documents approved by all of the permitting

AutoCAD SHX Text proposed site conditions, including grades and dimensions

AutoCAD SHX Text before commencement of any construction. In the event

AutoCAD SHX Text of any conflict, and prior to commencement of any

AutoCAD SHX Text Contractor shall meet O.S.H.A requirements for trench safety.

AutoCAD SHX Text are based on field surveys and local utility company records.

AutoCAD SHX Text Proposed spot elevations are finished grade elevations.

AutoCAD SHX Text It shall be the Contractor's full responsibility to contact the

AutoCAD SHX Text various utility companies to locate their utilities prior to

AutoCAD SHX Text starting construction. Any damage to existing utilities is to

AutoCAD SHX Text The locations of underground utilities shown on this plan

AutoCAD SHX Text if necessary, upon prior approval of Engineer. All paving

AutoCAD SHX Text installed shall "flush out" at any juncture with existing

AutoCAD SHX Text of finish grade to accomplish spot drainage are acceptable

AutoCAD SHX Text construction, immediately notify Engineer. Minor adjustments

AutoCAD SHX Text To Texas Department of Transportation.

AutoCAD SHX Text be repaired at Contractor's expense.

AutoCAD SHX Text the City Engineer's decision shall apply.

AutoCAD SHX Text All proposed grades in landscaped areas are finished grade

AutoCAD SHX Text elevations. Contractor to allow for seeding or sodding of

AutoCAD SHX Text All subgrade preparation shall be as directed in accordance

AutoCAD SHX Text Any damage to adjoining property during construction shall

AutoCAD SHX Text Erosion control shall be in place prior to the disturbance

AutoCAD SHX Text It shall be the Contractor's responsibility to remove excess

AutoCAD SHX Text earthwork material from the site at no additional cost to

AutoCAD SHX Text If additional earthwork material is required to achieve the

AutoCAD SHX Text grades indicated, it shall be imported by the Contractor at

AutoCAD SHX Text be repaired to pre construction conditions or better at the

AutoCAD SHX Text 1:50 per foot transverse (across the walk)

AutoCAD SHX Text All sidewalk slopes including crosswalks, shall not exceed

AutoCAD SHX Text 1:20 longitudinal (along the walk)

AutoCAD SHX Text 9.

AutoCAD SHX Text 11.

AutoCAD SHX Text 12.

AutoCAD SHX Text 13.

AutoCAD SHX Text 15.

AutoCAD SHX Text 16.

AutoCAD SHX Text 17.

AutoCAD SHX Text the following ADA requirements

AutoCAD SHX Text Maximum slope shall not exceed 4:1.

AutoCAD SHX Text over top of curb, AutoCAD SHX Text 10.

AutoCAD SHX Text All accessible parking space slopes including walks aisles, AutoCAD SHX Text 14.

AutoCAD SHX Text shall not exceed 2.0%%% or 1:50 in any direction.

AutoCAD SHX Text Works Construction, Latest Edition.

AutoCAD SHX Text Council of Governments Standard Specifications for Public

AutoCAD SHX Text

%%UGRADING NOTES

AutoCAD SHX Text All materials and construction shall conform to the City of

AutoCAD SHX Text Wylie Standards and Specifications, and North Central Texas

AutoCAD SHX Text 1.

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GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text 1"=40'

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AutoCAD SHX Text 21.2

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AutoCAD SHX Text 24.4

AutoCAD SHX Text Cut, PLug, And Abandon Existing Poly Water Line

AutoCAD SHX Text of construction documents.

AutoCAD SHX Text Prior to beginning any construction or construction

AutoCAD SHX Text staking, it shall be the Contractor's responsibility

AutoCAD SHX Text to contact the civil engineer to insure that all

AutoCAD SHX Text parties are in possession of the most current set

NOTE:

10272sf

TR

AN

SFO

R

M

ER

3" DOM

-5.83'

8" SD

sf -5

.8 3'

8" S

D

7488sf-5.83'

8" SD

-5 .8

3'

4" S

D

18080sf -6.01'

10" SD

4" SS

-5.85'

4" SS

-5.85'

-5 .4

4' 4"

S S

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AS

G

AS

GAS GAS GAS GAS GAS GAS GAS GAS GAS

PWTR PWTR PWTR PWTR

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4" (P

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-5 .8

3'

VAN

NO PARKING

NO PARKING

NO PARKING

NO PARKING

-6.48'

-6.48'

1744sf

-6.30'

4" SD

BLDG

BLDG

BLDGBLDGCANOPY

CANOPY

CANOPY

FF

504.83 503.94

WM WM

COVERED

4 504

3 50

4 50

496 499

516515

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MISC. INFORMATION DESCRIPTION

RLK

RLK

PEER REVIEW:

TECH REVIEW:

DRAWING DATE:

10-15-25

WYLIE, TEXAS

COLLIN COLLEGE - WYLIE - PARKING ADDITIONS

DRAWING SCALE:

DATEREVISION

(972) 359-1733 Off

(972) 359-1833 Fax

111 West Main Allen, Texas 75013

DRAWING FILE:

PROJECT NUMBER:

RLK: 24081

SHEET:

RLK ENGINEERING, INC.

RLKRLK

RLK Engineering

Texas Registration No. 579 DRAWN BY:

DESIGNED BY:

24081 GRAD.dwgRLK Engineering

RONNY KLINGBEIL

76831

DESNECIL

REENIGNELANOISSEFOR

P

SAXETFOETATS

10-15-25

1"=40' CG2.0

GRADING PLAN - SOUTH PARKING LOT

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AutoCAD SHX Text 05.60

AutoCAD SHX Text 05.90

AutoCAD SHX Text 05.40

AutoCAD SHX Text 07.40

AutoCAD SHX Text 07.40

AutoCAD SHX Text 05.70

AutoCAD SHX Text 05.00

AutoCAD SHX Text 06.00

AutoCAD SHX Text 05.00

AutoCAD SHX Text 04.50

AutoCAD SHX Text 03.80

AutoCAD SHX Text 04.70

AutoCAD SHX Text 05.00

AutoCAD SHX Text 04.40

AutoCAD SHX Text 03.60

AutoCAD SHX Text 03.40

AutoCAD SHX Text 03.60

AutoCAD SHX Text 04.90

AutoCAD SHX Text 05.10

AutoCAD SHX Text 04.90

AutoCAD SHX Text 04.70

AutoCAD SHX Text 04.50

AutoCAD SHX Text 04.50

AutoCAD SHX Text 04.70

AutoCAD SHX Text 03.70

AutoCAD SHX Text 03.20

AutoCAD SHX Text 03.10

AutoCAD SHX Text 03.10

AutoCAD SHX Text 04.20

AutoCAD SHX Text 03.70

AutoCAD SHX Text 03.60

AutoCAD SHX Text 03.60

AutoCAD SHX Text 03.05

AutoCAD SHX Text 03.00

AutoCAD SHX Text 02.10

AutoCAD SHX Text 01.80

AutoCAD SHX Text 04.40

AutoCAD SHX Text 04.70

AutoCAD SHX Text 05.20

AutoCAD SHX Text 02.90

AutoCAD SHX Text 02.60

AutoCAD SHX Text 02.70

AutoCAD SHX Text 02.30

AutoCAD SHX Text 02.40

AutoCAD SHX Text 03.00

AutoCAD SHX Text 01.90

AutoCAD SHX Text 03.30

AutoCAD SHX Text 03.60

AutoCAD SHX Text 03.10

AutoCAD SHX Text 07.70

AutoCAD SHX Text 07.50

AutoCAD SHX Text 07.55

AutoCAD SHX Text 07.10

AutoCAD SHX Text 07.05

AutoCAD SHX Text 06.70

AutoCAD SHX Text 06.70

AutoCAD SHX Text 06.40

AutoCAD SHX Text 06.50

AutoCAD SHX Text 05.10

AutoCAD SHX Text 04.20

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 05.10

AutoCAD SHX Text 04.90

AutoCAD SHX Text 08.3

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text of construction documents.

AutoCAD SHX Text Prior to beginning any construction or construction

AutoCAD SHX Text staking, it shall be the Contractor's responsibility

AutoCAD SHX Text to contact the civil engineer to insure that all

AutoCAD SHX Text parties are in possession of the most current set

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text 5.

AutoCAD SHX Text 6.

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text 4.

AutoCAD SHX Text authorities.

AutoCAD SHX Text 7.

AutoCAD SHX Text 8.

AutoCAD SHX Text these areas.

AutoCAD SHX Text with the Geotechnical Report.

AutoCAD SHX Text the owner.

AutoCAD SHX Text no additional cost to the owner.

AutoCAD SHX Text of any existing surface.

AutoCAD SHX Text expense of the Contractor.

AutoCAD SHX Text paving. All islands shall be crowned to allow positive drainage

AutoCAD SHX Text Prior to starting construction, the Contractor shall make

AutoCAD SHX Text In the event an item is not covered in the City's specs., AutoCAD SHX Text Barricading, traffic control, and project signs shall conform

AutoCAD SHX Text The Contractor shall verify the suitability of all existing and

AutoCAD SHX Text certain that all required permits and approvals have been

AutoCAD SHX Text obtained. No construction or fabrication shall begin until

AutoCAD SHX Text the Contractor has received and thoroughly reviewed all

AutoCAD SHX Text plans and other documents approved by all of the permitting

AutoCAD SHX Text proposed site conditions, including grades and dimensions

AutoCAD SHX Text before commencement of any construction. In the event

AutoCAD SHX Text of any conflict, and prior to commencement of any

AutoCAD SHX Text Contractor shall meet O.S.H.A requirements for trench safety.

AutoCAD SHX Text are based on field surveys and local utility company records.

AutoCAD SHX Text Proposed spot elevations are finished grade elevations.

AutoCAD SHX Text It shall be the Contractor's full responsibility to contact the

AutoCAD SHX Text various utility companies to locate their utilities prior to

AutoCAD SHX Text starting construction. Any damage to existing utilities is to

AutoCAD SHX Text The locations of underground utilities shown on this plan

AutoCAD SHX Text if necessary, upon prior approval of Engineer. All paving

AutoCAD SHX Text installed shall "flush out" at any juncture with existing

AutoCAD SHX Text of finish grade to accomplish spot drainage are acceptable

AutoCAD SHX Text construction, immediately notify Engineer. Minor adjustments

AutoCAD SHX Text To Texas Department of Transportation.

AutoCAD SHX Text be repaired at Contractor's expense.

AutoCAD SHX Text the City Engineer's decision shall apply.

AutoCAD SHX Text All proposed grades in landscaped areas are finished grade

AutoCAD SHX Text elevations. Contractor to allow for seeding or sodding of

AutoCAD SHX Text All subgrade preparation shall be as directed in accordance

AutoCAD SHX Text Any damage to adjoining property during construction shall

AutoCAD SHX Text Erosion control shall be in place prior to the disturbance

AutoCAD SHX Text It shall be the Contractor's responsibility to remove excess

AutoCAD SHX Text earthwork material from the site at no additional cost to

AutoCAD SHX Text If additional earthwork material is required to achieve the

AutoCAD SHX Text grades indicated, it shall be imported by the Contractor at

AutoCAD SHX Text be repaired to pre construction conditions or better at the

AutoCAD SHX Text 1:50 per foot transverse (across the walk)

AutoCAD SHX Text All sidewalk slopes including crosswalks, shall not exceed

AutoCAD SHX Text 1:20 longitudinal (along the walk)

AutoCAD SHX Text 9.

AutoCAD SHX Text 11.

AutoCAD SHX Text 12.

AutoCAD SHX Text 13.

AutoCAD SHX Text 15.

AutoCAD SHX Text 16.

AutoCAD SHX Text the following ADA requirements

AutoCAD SHX Text Maximum slope shall not exceed 4:1.

AutoCAD SHX Text over top of curb, AutoCAD SHX Text 10.

AutoCAD SHX Text All accessible parking space slopes including walks aisles, AutoCAD SHX Text 14.

AutoCAD SHX Text shall not exceed 2.0%%% or 1:50 in any direction.

AutoCAD SHX Text Works Construction, Latest Edition.

AutoCAD SHX Text Council of Governments Standard Specifications for Public

AutoCAD SHX Text

%%UGRADING NOTES

AutoCAD SHX Text All materials and construction shall conform to the City of

AutoCAD SHX Text Wylie Standards and Specifications, and North Central Texas

AutoCAD SHX Text 1.

AutoCAD SHX Text 17.

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1"=30'

AutoCAD SHX Text %%uCAUTION EXISTING UTILITIES !!!!

AutoCAD SHX Text All existing utilities and underground facilities that are

AutoCAD SHX Text indicated and shown on these plans are approximate, AutoCAD SHX Text and are based on as-built plans and/or from reference

AutoCAD SHX Text information. Actual utility locations may differ from

AutoCAD SHX Text the as-built plans based on field observations. All

AutoCAD SHX Text utilities shall be field verified and located prior to any

AutoCAD SHX Text excavation or boring. It shall be the responsibility of

AutoCAD SHX Text the Contractor to verify both horizontally and vertically

AutoCAD SHX Text the location of such existing utilities prior to any

AutoCAD SHX Text construction.

AutoCAD SHX Text

AutoCAD SHX Text

XX.X

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text Proposed Spot Elevation

AutoCAD SHX Text x

AutoCAD SHX Text

AutoCAD SHX Text Existing Contour

AutoCAD SHX Text Proposed Contour

AutoCAD SHX Text 21.21

AutoCAD SHX Text Existing Spot Elevation

Direction of Flow

Alternate 1 Alternate 2 Alternate 3Alternate 1 Alternate 2 Alternate 3

Alternate 4: All Proposed Improvements (Alternates 1, 2, & 3)

E X

W E

X W

E X

W E

X W

E X

W E

X W

E X

W E

X W

E X

W E

X W

E X

W E

X W

EXW EXW EXW EXW EXW EXW EXW EXW

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X W

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X W

E X

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X W

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X W

E X

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X W

E X

W

EXW EXW EXW EXW

MISC. INFORMATION DESCRIPTION

RLK

RLK

PEER REVIEW:

TECH REVIEW:

DRAWING DATE:

10-15-25

WYLIE, TEXAS

COLLIN COLLEGE - WYLIE - PARKING ADDITIONS

DRAWING SCALE:

DATEREVISION

(972) 359-1733 Off

(972) 359-1833 Fax

111 West Main Allen, Texas 75013

DRAWING FILE:

PROJECT NUMBER:

RLK: 24081

SHEET:

RLK ENGINEERING, INC.

RLKRLK

RLK Engineering

Texas Registration No. 579 DRAWN BY:

DESIGNED BY:

24081 PAV.dwgRLK Engineering

RONNY KLINGBEIL

76831

DESNECIL

REENIGNELANOISSEFOR

P

SAXETFOETATS

10-15-25

1"=40'

CP1.0

PAVING & WATER PLAN - NORTH PARKING LOT

AutoCAD SHX Text %%uCAUTION EXISTING UTILITIES !!!!

AutoCAD SHX Text All existing utilities and underground facilities that are

AutoCAD SHX Text indicated and shown on these plans are approximate, AutoCAD SHX Text and are based on as-built plans and/or from reference

AutoCAD SHX Text information. Actual utility locations may differ from

AutoCAD SHX Text the as-built plans based on field observations. All

AutoCAD SHX Text utilities shall be field verified and located prior to any

AutoCAD SHX Text excavation or boring. It shall be the responsibility of

AutoCAD SHX Text the Contractor to verify both horizontally and vertically

AutoCAD SHX Text the location of such existing utilities prior to any

AutoCAD SHX Text construction.

AutoCAD SHX Text

%%UPAVING NOTES

AutoCAD SHX Text utilities within the construction area.

AutoCAD SHX Text Wylie requirements.

AutoCAD SHX Text and/or property lines.

AutoCAD SHX Text sidewalk dimensions.

AutoCAD SHX Text

4. The Paving Contractor shall not place permanent pavement

AutoCAD SHX Text sleeving is in place prior to placing permanent paving.

AutoCAD SHX Text the Paving Contractor's responsibility to insure that all

AutoCAD SHX Text cable TV, site lighting, etc. has been installed. It shall be

AutoCAD SHX Text until all sleeving for irrigation, electric, gas, telephone, AutoCAD SHX Text recommendations in the Geotechnical Exploration Report.

AutoCAD SHX Text

8. All curb return radii are 3' unless otherwise noted.

AutoCAD SHX Text

10. Fire lanes shall be striped in accordance with the City of

AutoCAD SHX Text

9. All dimensions are perpendicular to the drive centerlines

AutoCAD SHX Text

5. All paving and earthwork operations shall conform to the

AutoCAD SHX Text

6. All dimensions are to face of curb unless otherwise noted.

AutoCAD SHX Text

7. Refer to Architectural Plans for exact building and related

AutoCAD SHX Text all the appropriate utility companies for the location of all

AutoCAD SHX Text

1. All materials and construction shall conform to the City of

AutoCAD SHX Text

3. The Contractor shall be responsible for coordinating with

AutoCAD SHX Text Council of Governments Standard Specifications for Public

AutoCAD SHX Text Wylie Standards and Specifications, and North Central Texas

AutoCAD SHX Text Works Construction, Latest Edition.

AutoCAD SHX Text all public and non-public utilities in the construction of

AutoCAD SHX Text this project. All manholes, cleanouts, valve boxes, fire hydrants, AutoCAD SHX Text etc. must be adjusted to proper line and grade by the

AutoCAD SHX Text Contractor prior to and after the placing of permanent paving

AutoCAD SHX Text and/or vegetation. Utilities must be maintained to proper line and

AutoCAD SHX Text

2. It shall be the responsibility of the Contractor to protect

AutoCAD SHX Text grade during construction of this project.

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text Proposed Expansion Joint

AutoCAD SHX Text

EJ

AutoCAD SHX Text 7" 3600 PSI Reinf. Conc. Pavement

AutoCAD SHX Text On Compacted Subgrade

AutoCAD SHX Text With No. 3 Bars 18" OCEW

AutoCAD SHX Text schedule with Fire Department prior to performing work.

AutoCAD SHX Text

11. Coordinate any fire lane concrete removal/replacement

AutoCAD SHX Text 24'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 24'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 24'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 24'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 24'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 24'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 24'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 96 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 17 Spa. @ 10'

AutoCAD SHX Text 10'

AutoCAD SHX Text 24'

AutoCAD SHX Text 20'

AutoCAD SHX Text 10'

AutoCAD SHX Text 24'

AutoCAD SHX Text 10'R Typ.

AutoCAD SHX Text 10'R Typ.

AutoCAD SHX Text 10'R Typ.

AutoCAD SHX Text 10'R Typ.

AutoCAD SHX Text

EJ

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EJ

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EJ

AutoCAD SHX Text

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text 1"=40'

AutoCAD SHX Text

AutoCAD SHX Text 24'

AutoCAD SHX Text 24'

AutoCAD SHX Text 24'

AutoCAD SHX Text 24'

AutoCAD SHX Text 24'

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

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EJ

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AutoCAD SHX Text 24'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 24'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 24'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 24'

AutoCAD SHX Text 20'

AutoCAD SHX Text

EJ

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EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text 34'R

AutoCAD SHX Text

EJ

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 16 Spa. @ 10'

AutoCAD SHX Text 34'R

AutoCAD SHX Text Concrete Curbed Flume

AutoCAD SHX Text 5' Curbed Reinforced

AutoCAD SHX Text Concrete Curbed Flume

AutoCAD SHX Text 8' Curbed Reinforced

AutoCAD SHX Text

%%UWATER NOTES

AutoCAD SHX Text Contractor shall be responsible for maintaining trench safety

AutoCAD SHX Text requirements in accordance with O.S.H.A. Standards.

AutoCAD SHX Text The location of utilities located on these plans are taken

AutoCAD SHX Text from existing public records. The exact location and

AutoCAD SHX Text Contractor. It shall be the duty of the Contractor to

AutoCAD SHX Text shown on the plans may be present.

AutoCAD SHX Text It shall be the responsibility of the Contractor to protect

AutoCAD SHX Text all public utilities in the construction of this project.

AutoCAD SHX Text All water and sanitary mains and services shall have a 9'

AutoCAD SHX Text min. lateral and vertical separation or conform to TCEQ

AutoCAD SHX Text 5.

AutoCAD SHX Text 4.

AutoCAD SHX Text 3.

AutoCAD SHX Text 1.

AutoCAD SHX Text Works Construction, Latest Edition, unless noted otherwise.

AutoCAD SHX Text All materials and construction shall conform to the City of

AutoCAD SHX Text Wylie Standards and Specifications, and North Central Texas

AutoCAD SHX Text Council of Governments Standard Specifications for Public

AutoCAD SHX Text requirements.

AutoCAD SHX Text elevation of all public utilities must be determined by the

AutoCAD SHX Text ascertain whether any additional facilities other than those

AutoCAD SHX Text 2.

AutoCAD SHX Text 6.

AutoCAD SHX Text Plug all existing utilities being abandoned in place.

AutoCAD SHX Text (Domestic)

AutoCAD SHX Text 1-2" Meter

AutoCAD SHX Text Stripe Crosswalk

AutoCAD SHX Text Install 10' Sidewalk

AutoCAD SHX Text 5" 3600 PSI Reinf. Conc. Pavement

AutoCAD SHX Text On Compacted Subgrade

AutoCAD SHX Text With No. 3 Bars 18" OCEW

AutoCAD SHX Text

W11-2 24" X 24" W16-7PL 18" X 24"

AutoCAD SHX Text

INSTALL SIGN

AutoCAD SHX Text

TWO AT EACH CROSSWALK

AutoCAD SHX Text

(SIX TOTAL)

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text Install 10' Sidewalk

AutoCAD SHX Text Install 10' Sidewalk

AutoCAD SHX Text Install 10' Sidewalk

AutoCAD SHX Text Stripe Crosswalk

AutoCAD SHX Text Cut, PLug, And Abandon Existing Poly Water Line

AutoCAD SHX Text 18 Spa. @ 10'

AutoCAD SHX Text 37 Spa. @ 10'

AutoCAD SHX Text 24'

AutoCAD SHX Text 20'

AutoCAD SHX Text 14'

AutoCAD SHX Text 20'R

AutoCAD SHX Text 20'R

AutoCAD SHX Text 20'R

AutoCAD SHX Text 10'R

AutoCAD SHX Text 10'R

AutoCAD SHX Text 10'R

AutoCAD SHX Text 103.85'

AutoCAD SHX Text

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AutoCAD SHX Text 20'R

AutoCAD SHX Text 20'R

AutoCAD SHX Text 10'R

AutoCAD SHX Text 409.20'

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text 35 Spa. @ 10'

AutoCAD SHX Text 24'

AutoCAD SHX Text 24'

AutoCAD SHX Text Concrete Curbed Flume

AutoCAD SHX Text 5' Curbed Reinforced

AutoCAD SHX Text Concrete Curbed Flume

AutoCAD SHX Text 5' Curbed Reinforced

AutoCAD SHX Text Match Headwall Apron

AutoCAD SHX Text Match Existing Flume

AutoCAD SHX Text 102.95'

AutoCAD SHX Text Sawcut And Remove Existing Curb And Gutter, Const. Longitudinal Butt Joint

AutoCAD SHX Text Sawcut And Remove Existing Curb And Gutter, Const. Longitudinal Butt Joint

AutoCAD SHX Text

EJ

AutoCAD SHX Text Install 10' Sidewalk

AutoCAD SHX Text 20'R

AutoCAD SHX Text 10'R

AutoCAD SHX Text

EJ

AutoCAD SHX Text 24'

AutoCAD SHX Text Sawcut And Remove Existing Curb And Gutter, Const. Longitudinal Butt Joint

AutoCAD SHX Text Install 10' Sidewalk

AutoCAD SHX Text Stripe Crosswalk

AutoCAD SHX Text Install:

AutoCAD SHX Text Stripe Parking Spaces (Typical)

AutoCAD SHX Text Stripe Parking Spaces (Typical)

AutoCAD SHX Text Stripe Parking Spaces (Typical)

AutoCAD SHX Text Stripe Parking Spaces (Typical)

AutoCAD SHX Text of construction documents.

AutoCAD SHX Text Prior to beginning any construction or construction

AutoCAD SHX Text staking, it shall be the Contractor's responsibility

AutoCAD SHX Text to contact the civil engineer to insure that all

AutoCAD SHX Text parties are in possession of the most current set

AN

SFO

R

M

ER

3" DOM

-5.83'

8" SD

sf -5

.8 3'

8" S

D

7488sf-5.83'

8" SD

-5 .8

3' 4"

S D

18080sf -6.01'

10" SD

4" S S

-5.85'

4" SS

-5.85'

-5 .4

4' 4"

S S

G A

S G

AS

GAS GAS GAS GAS GAS GAS GAS GAS GAS

PWTR PWTR PWTR PWTR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

P W

TR

P

W

TR

P W

TR

P

W

TR

P W

TR

P

W

TR

PW

TR

PW

TR

PWTR PWTR PWTR

PW

TR

PW

TR

P W

TR

P

W

TR

P W

TR

P

W

TR

P W

TR

P

W

TR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

4" (P

IT

-5 .8

3'

VAN

NO PARKING

NO PARKING

NO PARKING

NO PARKING

-6.48'

-6.48'

1744sf -6.30'

4" SD

BLDG

CANOPY

CANOPY

WM

WM

COVERED

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW EXW

EXW

EXW

EXW

EXW

EXW

EXW

MISC. INFORMATION DESCRIPTION

RLK

RLK

PEER REVIEW:

TECH REVIEW:

DRAWING DATE:

10-15-25

WYLIE, TEXAS

COLLIN COLLEGE - WYLIE - PARKING ADDITIONS

DRAWING SCALE:

DATEREVISION

(972) 359-1733 Off

(972) 359-1833 Fax

111 West Main Allen, Texas 75013

DRAWING FILE:

PROJECT NUMBER:

RLK: 24081

SHEET:

RLK ENGINEERING, INC.

RLKRLK

RLK Engineering

Texas Registration No. 579 DRAWN BY:

DESIGNED BY:

24081 PAV.dwgRLK Engineering

RONNY KLINGBEIL

76831

DESNECIL

REENIGNELANOISSEFOR

P

SAXETFOETATS

10-15-25

1"=30'

CP2.0

PAVING PLAN - SOUTH PARKING LOT

AutoCAD SHX Text 8 Spa. @ 10'

AutoCAD SHX Text 8 Spa. @ 10'

AutoCAD SHX Text 7 Spa. @ 10'

AutoCAD SHX Text 6 Spa. @ 10'

AutoCAD SHX Text 8 Spa. @ 10'

AutoCAD SHX Text 9 Spa. @ 10'

AutoCAD SHX Text 8 Spa. @ 10'

AutoCAD SHX Text 6 Spa. @ 10'

AutoCAD SHX Text 9 Spa. @ 10'

AutoCAD SHX Text 9 Spa. @ 10'

AutoCAD SHX Text 10 Spa. @ 10'

AutoCAD SHX Text 10 Spa. @ 10'

AutoCAD SHX Text 11 Spa. @ 10'

AutoCAD SHX Text 12 Spa. @ 10'

AutoCAD SHX Text 11 Spa. @ 10'

AutoCAD SHX Text 14 Spa. @ 10'

AutoCAD SHX Text 15 Spa. @ 10'

AutoCAD SHX Text 20 Spa. @ 10'

AutoCAD SHX Text 110.81'

AutoCAD SHX Text S 79%%D00'00"E 253.28'

AutoCAD SHX Text S 79%%D00'00"E 268.84'

AutoCAD SHX Text S 79%%D00'00"E 239.19'

AutoCAD SHX Text 181.06'

AutoCAD SHX Text S 05%%D00'00"E 154.39'

AutoCAD SHX Text S 05%%D00'00"E 70.75'

AutoCAD SHX Text 76.98'

AutoCAD SHX Text N51°38'07"E7.90'

AutoCAD SHX Text S38°21'53"E36.20'

AutoCAD SHX Text N25°26'38"E31.06'

AutoCAD SHX Text 74.64'

AutoCAD SHX Text 37.40'

AutoCAD SHX Text 59.90'

AutoCAD SHX Text 74.47'

AutoCAD SHX Text 18.17'

AutoCAD SHX Text 18.54'

AutoCAD SHX Text 17.82'

AutoCAD SHX Text 18.67'

AutoCAD SHX Text 6.66'

AutoCAD SHX Text 18.73'

AutoCAD SHX Text 18.95'

AutoCAD SHX Text 11.86'

AutoCAD SHX Text 18.95'

AutoCAD SHX Text 17.94'

AutoCAD SHX Text N 11°00'00"E74.00'

AutoCAD SHX Text 4 Spa.@ 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 24'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 24'

AutoCAD SHX Text 24'

AutoCAD SHX Text 24'

AutoCAD SHX Text 24'

AutoCAD SHX Text 24'

AutoCAD SHX Text 24'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 12'

AutoCAD SHX Text 10'

AutoCAD SHX Text 10'

AutoCAD SHX Text 10'

AutoCAD SHX Text 10'

AutoCAD SHX Text 4'Flume

AutoCAD SHX Text 4'Flume

AutoCAD SHX Text 4'Flume

AutoCAD SHX Text 4'Flume

AutoCAD SHX Text R8'

AutoCAD SHX Text R8'

AutoCAD SHX Text R8'

AutoCAD SHX Text R30'

AutoCAD SHX Text R8'

AutoCAD SHX Text R8'

AutoCAD SHX Text R8'

AutoCAD SHX Text R8'

AutoCAD SHX Text R8'

AutoCAD SHX Text R8'

AutoCAD SHX Text R8'

AutoCAD SHX Text R8'

AutoCAD SHX Text R8'

AutoCAD SHX Text R8'

AutoCAD SHX Text R8'

AutoCAD SHX Text R8'

AutoCAD SHX Text 7'

AutoCAD SHX Text 6'

AutoCAD SHX Text 7'

AutoCAD SHX Text S 79%%D00'00"E 214.14''

AutoCAD SHX Text S 79%%D00'00"E 310.60'

AutoCAD SHX Text N46°36'59"E12.73'

AutoCAD SHX Text 69.46'

AutoCAD SHX Text 202.29'

AutoCAD SHX Text 216.57'

AutoCAD SHX Text 232.36'

AutoCAD SHX Text 7'

AutoCAD SHX Text 6'

AutoCAD SHX Text 7'

AutoCAD SHX Text 7'

AutoCAD SHX Text 6'

AutoCAD SHX Text 7'

AutoCAD SHX Text 7'

AutoCAD SHX Text 6'

AutoCAD SHX Text 7'

AutoCAD SHX Text 7'

AutoCAD SHX Text 6'

AutoCAD SHX Text 7'

AutoCAD SHX Text Connect to Curb/Walk (By Others)

AutoCAD SHX Text Connect To Pvmt. (By Others)

AutoCAD SHX Text Connect To Pvmt. (By Others)

AutoCAD SHX Text Connect To Pvmt. (By Others)

AutoCAD SHX Text Connect To Pvmt. (By Others)

AutoCAD SHX Text Connect To Pvmt. (By Others)

AutoCAD SHX Text D=23°50'31"R=186.00' T=39.27' L=77.40'

AutoCAD SHX Text D=39°08'51"R=228.50' T=81.25' L=156.12'

AutoCAD SHX Text D=11°44'40"R=703.00' T=72.30' L=144.10'

AutoCAD SHX Text D=21°10'21"R=178.00' T=33.27' L=65.78'

AutoCAD SHX Text Connect To Pvmt. (By Others)

AutoCAD SHX Text 67.16'

AutoCAD SHX Text Stripe Fire Lane Along Drive

AutoCAD SHX Text Stripe Fire Lane Along Drive

AutoCAD SHX Text Stripe Fire Lane Along Drive

AutoCAD SHX Text Stripe Parking Spaces (Typical)

AutoCAD SHX Text Stripe Parking Spaces (Typical)

AutoCAD SHX Text Stripe Parking Spaces (Typical)

AutoCAD SHX Text Stripe Parking Spaces (Typical)

AutoCAD SHX Text of construction documents.

AutoCAD SHX Text Prior to beginning any construction or construction

AutoCAD SHX Text staking, it shall be the Contractor's responsibility

AutoCAD SHX Text to contact the civil engineer to insure that all

AutoCAD SHX Text parties are in possession of the most current set

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1"=30'

AutoCAD SHX Text %%uCAUTION EXISTING UTILITIES !!!!

AutoCAD SHX Text All existing utilities and underground facilities that are

AutoCAD SHX Text indicated and shown on these plans are approximate, AutoCAD SHX Text and are based on as-built plans and/or from reference

AutoCAD SHX Text information. Actual utility locations may differ from

AutoCAD SHX Text the as-built plans based on field observations. All

AutoCAD SHX Text utilities shall be field verified and located prior to any

AutoCAD SHX Text excavation or boring. It shall be the responsibility of

AutoCAD SHX Text the Contractor to verify both horizontally and vertically

AutoCAD SHX Text the location of such existing utilities prior to any

AutoCAD SHX Text construction.

AutoCAD SHX Text

%%UPAVING NOTES

AutoCAD SHX Text utilities within the construction area.

AutoCAD SHX Text

4. The Paving Contractor shall not place permanent pavement

AutoCAD SHX Text sleeving is in place prior to placing permanent paving.

AutoCAD SHX Text the Paving Contractor's responsibility to insure that all

AutoCAD SHX Text cable TV, site lighting, etc. has been installed. It shall be

AutoCAD SHX Text until all sleeving for irrigation, electric, gas, telephone, AutoCAD SHX Text recommendations in the Geotechnical Exploration Report.

AutoCAD SHX Text

5. All paving and earthwork operations shall conform to the

AutoCAD SHX Text all the appropriate utility companies for the location of all

AutoCAD SHX Text

1. All materials and construction shall conform to the City of

AutoCAD SHX Text

3. The Contractor shall be responsible for coordinating with

AutoCAD SHX Text Council of Governments Standard Specifications for Public

AutoCAD SHX Text Wylie Standards and Specifications, and North Central Texas

AutoCAD SHX Text Works Construction, Latest Edition.

AutoCAD SHX Text all public and non-public utilities in the construction of

AutoCAD SHX Text this project. All manholes, cleanouts, valve boxes, fire hydrants, AutoCAD SHX Text etc. must be adjusted to proper line and grade by the

AutoCAD SHX Text Contractor prior to and after the placing of permanent paving

AutoCAD SHX Text and/or vegetation. Utilities must be maintained to proper line and

AutoCAD SHX Text

2. It shall be the responsibility of the Contractor to protect

AutoCAD SHX Text grade during construction of this project.

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text Proposed Expansion Joint

AutoCAD SHX Text

EJ

AutoCAD SHX Text 7" 3600 PSI Reinf. Conc. Pavement

AutoCAD SHX Text On Compacted Subgrade

AutoCAD SHX Text With No. 3 Bars 18" OCEW

AutoCAD SHX Text 5" 3600 PSI Reinf. Conc. Pavement

AutoCAD SHX Text On Compacted Subgrade

AutoCAD SHX Text With No. 3 Bars 18" OCEW

AutoCAD SHX Text Wylie requirements.

AutoCAD SHX Text and/or property lines.

AutoCAD SHX Text sidewalk dimensions.

AutoCAD SHX Text

8. All curb return radii are 3' unless otherwise noted.

AutoCAD SHX Text

10. Fire lanes shall be striped in accordance with the City of

AutoCAD SHX Text

9. All dimensions are perpendicular to the drive centerlines

AutoCAD SHX Text

6. All dimensions are to face of curb unless otherwise noted.

AutoCAD SHX Text

7. Refer to Architectural Plans for exact building and related

AutoCAD SHX Text schedule with Fire Department prior to performing work.

11. Coordinate any fire lane concrete removal/replacement

MISC. INFORMATION DESCRIPTION

RLK

RLK

PEER REVIEW:

TECH REVIEW:

DRAWING DATE:

10-15-25

WYLIE, TEXAS

COLLIN COLLEGE - WYLIE - PARKING ADDITIONS

DRAWING SCALE:

DATEREVISION

(972) 359-1733 Off

(972) 359-1833 Fax

111 West Main Allen, Texas 75013

DRAWING FILE:

PROJECT NUMBER:

RLK: 24081

SHEET:

RLK ENGINEERING, INC.

RLKRLK

RLK Engineering

Texas Registration No. 579 DRAWN BY:

DESIGNED BY:

24081 DAMAP - PRE.dwgRLK Engineering

RONNY KLINGBEIL

76831

DESNECIL

REENIGNELANOISSEFOR

P

SAXETFOETATS

10-15-25

1"=100' CD1.0

PRE-DEV DAMAP

AutoCAD SHX Text Existing Drainage Area Designation

AutoCAD SHX Text Drainage Area In Acres

AutoCAD SHX Text 100 Year Runoff In Cubic Feet Per Second

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text C = 0.7

AutoCAD SHX Text tc = 10 min.

AutoCAD SHX Text I = 8.74

AutoCAD SHX Text

AutoCAD SHX Text Q = C I A

AutoCAD SHX Text

%%UDRAINAGE CRITERIA

AutoCAD SHX Text

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text 1"=100'

AutoCAD SHX Text

AutoCAD SHX Text of construction documents.

AutoCAD SHX Text Prior to beginning any construction or construction

AutoCAD SHX Text staking, it shall be the Contractor's responsibility

AutoCAD SHX Text to contact the civil engineer to insure that all

AutoCAD SHX Text parties are in possession of the most current set

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

EX

W

Alternate 1 Alternate 2 Alternate 3

Alternate 4: All Proposed Improvements (Alternates 1, 2, & 3)

XX

A3 A4

A1

A2

MISC. INFORMATION DESCRIPTION

RLK

RLK

PEER REVIEW:

TECH REVIEW:

DRAWING DATE:

10-15-25

WYLIE, TEXAS

COLLIN COLLEGE - WYLIE - PARKING ADDITIONS

DRAWING SCALE:

DATEREVISION

(972) 359-1733 Off

(972) 359-1833 Fax

111 West Main Allen, Texas 75013

DRAWING FILE:

PROJECT NUMBER:

RLK: 24081

SHEET:

RLK ENGINEERING, INC.

RLKRLK

RLK Engineering

Texas Registration No. 579 DRAWN BY:

DESIGNED BY:

24081 DAMAP - POST.dwgRLK Engineering

RONNY KLINGBEIL

76831

DESNECIL

REENIGNELANOISSEFOR

P

SAXETFOETATS

10-15-25

1"=40' CD1.1

POST-DEV DAMAP - NORTH PARKING LOT

AutoCAD SHX Text

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text 1"=40'

AutoCAD SHX Text

AutoCAD SHX Text Drainage Divide Line

AutoCAD SHX Text

AutoCAD SHX Text C = 0.7

AutoCAD SHX Text tc = 10 min.

AutoCAD SHX Text I = 8.74

AutoCAD SHX Text X.X

AutoCAD SHX Text

X.XX

AutoCAD SHX Text

AutoCAD SHX Text Q = C I A

AutoCAD SHX Text Q (cfs)

AutoCAD SHX Text Acres

AutoCAD SHX Text

%%UDRAINAGE CRITERIA

AutoCAD SHX Text Drainage Area Number

AutoCAD SHX Text

DRAINAGE AREA CALCULATIONS

AutoCAD SHX Text (cfs)

AutoCAD SHX Text

AutoCAD SHX Text Q

AutoCAD SHX Text Drainage

AutoCAD SHX Text (in/hr)

AutoCAD SHX Text (min)

AutoCAD SHX Text C

AutoCAD SHX Text (Acres)

AutoCAD SHX Text Area

AutoCAD SHX Text

AutoCAD SHX Text I

AutoCAD SHX Text c

AutoCAD SHX Text t

AutoCAD SHX Text Drainage

AutoCAD SHX Text Area No.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 8.74

AutoCAD SHX Text 8.74

AutoCAD SHX Text 8.74

AutoCAD SHX Text 8.74

AutoCAD SHX Text 0.7

AutoCAD SHX Text 0.7

AutoCAD SHX Text A2

AutoCAD SHX Text 0.90

AutoCAD SHX Text 5.5

AutoCAD SHX Text 17.3

AutoCAD SHX Text 2.83

AutoCAD SHX Text A3

AutoCAD SHX Text 0.7

AutoCAD SHX Text 0.7

AutoCAD SHX Text A1

AutoCAD SHX Text 1.39

AutoCAD SHX Text 8.5

AutoCAD SHX Text A4

AutoCAD SHX Text 0.99

AutoCAD SHX Text 6.1

AutoCAD SHX Text 17.3

AutoCAD SHX Text 2.83

AutoCAD SHX Text 6.1

AutoCAD SHX Text 0.99

AutoCAD SHX Text 8.5

AutoCAD SHX Text 1.39

AutoCAD SHX Text 5.5

AutoCAD SHX Text 0.90

AutoCAD SHX Text of construction documents.

AutoCAD SHX Text Prior to beginning any construction or construction

AutoCAD SHX Text staking, it shall be the Contractor's responsibility

AutoCAD SHX Text to contact the civil engineer to insure that all

AutoCAD SHX Text parties are in possession of the most current set

AN

SFO

R

M

ER

3" DOM

-5.83'

8" SD

sf -5

.8 3'

8" S

D

7488sf-5.83'

8" SD

-5 .8

3'

4" S

D

18080sf -6.01'

10" SD

4" SS

-5.85'

4" SS

-5.85'

4" SS

-5.44'

-5 .4

4' 4"

S S

G

AS

G

AS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

PWTR PWTR PWTR PWTR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

PWTR PWTR PWTR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

PW

TR

4" (P

IT

-5 .8

3'

VAN

NO PARKING

NO PARKING

NO PARKING

NO PARKING

-6.48'

-6.48'

-6.43'

1744sf

-6.30'

4" SD

BLDGBLDGBLDG

BLDG

BLDG

BLDG

BLDGBLDG

CANOPY

CANOPY

CANOPY

CANOPY

CANOPY

FF

FF

WM WM

COVERED

EXW

EXW

EXW

EX

W

EXW

EX

W

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EL

EC

EX

W

EX

W

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

EXW

G2

F3

XX

MISC. INFORMATION DESCRIPTION

RLK

RLK

PEER REVIEW:

TECH…

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