36C25219B0049-002.pdf

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DEPARTMENT OF VETERANS AFFAIRS

VA MEDICAL CENTER

1900 EAST MAIN STREET

DANVILLE, ILLINOIS 61832

PROJECT NAME: STATION WIDE ROAD, CURB AND GUTTER

& DRAINAGE REMOVAL AND REPLACE (PHASE 2 PARKING LOTS)

Drawing Index

VA PROJECT NUMBER: 550-13-116B Title Sheet TS-01 General Notes GN-02

Baseline Control BC-01

PRK'G.

LOT"I"

PARKING LOT "E"

PARKING LOT "C"

REORElffllltU,REA

PARKING LOT "D"

D D

D-

D

D

D

D

TH<

PRK'G n,.

LOT"O"

T1it

CONSTRUCTION DOCUMENT

SUBMISSION

11�---�-, .

PARKING LOT "M"

l'FREEDOM"I

PARKING LOT "N"

Approved: Medical Center Director (00):

100 250

DANVILLE AREA

COMMUNITY COLLEGE

SITE PLAN

Approved: Chief, Project Section (138):

PRINT NAME: Japhet Rivera SIGNATURE: __________ _ PRINT NAME: Neal Eickholtz

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Estimate of Quantities Typical Cross Sectoins Suggested Maintenance of Traffic Suggested Maintenance of Traffic Suggested Maintenance of Traffic Suggested Maintenance of Traffic Suggested Maintenance of Traffic Suggested Maintenance of Traffic Suggested Maintenance of Traffic Key Map Key Map Plan & Profile Sheet Line "0100" Plan & Profile Sheet Line "0100" Plan & Profile Sheet Line "0100" Plan & Profile Sheet Line "0100" Plan & Profile Sheet Line "0100" Plan & Profile Sheet Line "0100" Plan & Profile Sheet Line "0100" Plan & Profile Sheet Line "0100" Plan & Profile Sheet Line "0100" Plan & Profile Sheet Line "0100" Plan & Profile Sheet Line "0200" Plan & Profile Sheet Line "0300" Plan & Profile Sheet Line "0300" Plan & Profile Sheet Line "0300" Plan & Profile Sheet Line "0300" Plan & Profile Sheet Line "0400" Plan & Profile Sheet Line "0500" Plan & Profile Sheet Line "0600" Plan & Profile Sheet Line "0600" Plan & Profile Sheet Line "0700" Plan & Profile Sheet Line "0800" Plan & Profile Sheet Line "1000" Plan & Profile Sheet Line "1100" Plan & Profile Sheet Line "1200" Plan & Profile Sheet Line "1300" Plan & Profile Sheet Line "1400" Plan & Profile Sheet Line "1500" Plan & Profile Sheet Line "1600" Pavement Marking Sheet Line "0100" Pavement Marking Sheet Line "0100" Pavement Marking Sheet Line "0100" Pavement Marking Sheet Lines "0100" & "0800" & "1100" Pavement Marking Sheet Lines "0100" & "0200" Pavement Marking Sheet Lines "0300" & "1600" Pavement Marking Sheet Lines "0300" & "0400" Pavement Marking Sheet Lines "0500" & "0600" Pavement Marking Sheet Lines "0600" & "0700" Pavement Marking Sheet Lines "1300" & "1400" & "1500" Pavement Marking Detail Sheet Existing Parking Lot "J" Detail Existing Parking Lot "J" Detail Existing Parking Lot "F" Detail Existing Parking Lot "F" Detail Existing Parking Lot "G" Detail Existing Parking Lot "G" Detail Existing Parking Lot "D" Detail Existing Parking Lot "D" Detail Existing Parking Lot "D" Detail Existing Parking Lot "D" Detail Existing Parking Lot 11B11 & 11V11 Detail Existine: Parkine: Lot 11B11 & "V11 Detail Existing Parking Lot "O" Detail Existing Parking Lot "O" Detail Existing Parking Lot "A" Detail Existing Parking Lot "A" Detail

Drawing Title

SIGNATURE: _________ _

EQ-01

TY-01

MT-01

MT-02

MT-03

MT-04

MT-05

MT-06

MT-07

KM-01

KM-02

PP-01

PP-02

PP-03

PP-04

PP-OS

PP-06

PP-07

PP-08

PP-09

PP-10

PP-11

PP-12

PP-13

PP-14

PP-15

PP-16

PP-17

PP-18

PP-19

PP-20

PP-21

PP-22

PP-23

PP-24

PP-25

PP-26

PP-27

PP-28

PM-01

PM-02

PM-03

PM-04

PM-OS

PM-06

PM-07

PM-08

PM-09

PM-10

PM-11

PD-01

PD-02

PD-03

PD-04

PD-05

PD-06

PD-07

PD-08

PD-09

PD-10

PD-11

PD-12

PD-13

PD-14

PD-15

PD-16

Approved: Medical Center Associate Director (001) Approved: Energy Manager: (138) TITLE SHEET PRINT NAME: Diana Carranza SIGNATURE: _________ _

Approved: Chief, Engineering Service (138)

PRINT NAME: James Cullum SIGNATURE: -----------

Approved: Chief, Operations and Maintenance (13)

PRINT NAME: Ca� Wise SIGNATURE: _________ _

PRINT NAME: Melkie Tega SIGNATURE: _________ _

Approved: Chief, Police Service (132):

PRINT NAME: Roger Brushaber SIGNATURE: _________ _

Approved: Safety and Occupational Health Manager (003):

PRINT NAME: Dave McClintock SIGNATURE: -----------so

Approved:

Project Title

ASBESTOS NOTIFICATION:

If during the course of work the contractor accidentally damages asbestos-containing material or suspected asbestos-containing material not shown to be removed, or located additional material suspected of containing asbestos during demolition activities the following shall be notified:

VA project engineer at extension 4549 VA safety manager at extension 5862 work in suspected areas only will be stopped awaiting further direction from the government.

EROSION CONTROL PERMIT:

The Contractor shall obtain permits from the Illinois Environmental Protection Agency (IEPA) for compliance with the requirements of the Clean Water Act. The Contractor shall be responsible for preparation of the Stormwater Pollution Preveation Plan (SWPPP), all forms, permit fees, and coordination necessary to obtain the IEPA Notice of Intent. The Contractor is advised that a minimum of 30 days is required to obtain the permit once the IEPA has received the information.

Drawing Index Continued

Existing Parking Lot "M" Detail Existing Parking Lot "M" Detail Existing Parking Lot "N" Detail Existing Parking Lot "N" Detail Existing Parking Lot "N" Detail Existing Parking Lot "N" Detail Existing Loading Dock Detail Existing Loading Dock Detail Intersection Detail Line 11010011

Intersection Detail Line 11010011

Intersection Detail Line 11010011

Parking Area Detail Line "0100" Parking Area Detail Line "0100" Parking Area Detail Line 1

101001

Parking Area Detail Line "0100" Intersection Detail Line 11010011

Parking Area Detail Line "0100" Intersection Detail Line 11010011

Intersection Detail Line 11010011

Intersection Detail Line 11010011

Intersection Detail Line "0100" Intersection Detail Line 11020011

Intersection Detail Line "0200" Intersection Detail Line 11030011

Intersection Detail Line "0300" Intersection Detail Line "0500" Intersection Detail Line "0600" Intersection Detail Line "0700" Erosion Control Sheet Line "0100" Erosion Control Sheet Line "0100" Erosion Control Sheet Lines 11010011

& 11100011

Erosion Control Sheet Lines 11010011

& 11080011

1111001

Erosion Control Sheet Lines 11010011

& 11020011

Erosion Control Sheet Lines 1

1030011

& 1116001

Erosion Control Sheet Lines 1

1030011

& 1104001

Erosion Control Sheet Lines "0500" & "0600" & "1200" Erosion Control Sheet Lines 1

1060011

& 1107001

Erosion Control Sheet Lines "1300" & "1400" & "1500" Curb Ramp Details Curb Ramp Details Curb Ramp Details Curb Ramp Details Curb Ramp Details Curb Ramp Details Curb Ramp Details Drainage Detail Drainage Detail Drainage Detail Drainage Detail Drainage Detail Miscellaneous Details Miscellaneous Details Miscellaneous Details Structure Data Table General Notes and Legends Site Lavout and Kev Plan Luminaire Schedule and Notes Revised Lighting Parking Lots "A" & "U" Revised Lighting Parking Lots "B" & "V" Revised Lighting Parking Lot "D" Revised Lighting Parking Lot "F"

Revised Lighting Parking Lot "G"

Revised Lighting Parking Lot "J"

Revised lighting Parking Lot "M" Revised Lighting Parking Lot "N"

Revised Lighting Parking Lot "N"

Revised Lighting Parking Lot "O" Electrical Details

6/6/2014

PD-17 70

PD-18 71

PD-19 72

PD-20 73

PD-21 74

PD-22 75

PD-23 76

PD-24 77

ID-01 78

ID-02 79

ID-03 80

ID-04 81

ID-05 82

ID-06 83

ID-07 84

ID-08 85

ID-09 86

ID-10 87

ID-11 88

ID-12 89

ID-13 90

ID-14 91

ID-15 92

ID-16 93

ID-17 94

ID-18 95

ID-19 96

ID-20 97

EC-01 98

EC-02 99

EC-03 100

EC-04 101

EC-05 102

EC-06 103

EC-07 104

EC-08 105

EC-09 106

EC-10 107

DT-01 108

DT-02 109

DT-03 110

DT-04 111

DT-05 112

DT-06 113

DT-07 114

DT-08 115

DT-09 116

DT-10 117

DT-11 118

DT-12 119

DT-13 120

DT-14 121

DT-15 122

BC-01 123

ES-01 124

ES-02 125

ES-03 126

ES101 127

ES102 128

ES103 129

ES104 130

ES105 131

ES106 132

ES107 133

ES108A 134

ES108B 135

ES109 136

ESSOl 137

One Indiana Square, Suite 2100 lndianapo/js, In 46204

317-532-5400

Station Wide Road, Curb And Gutter

I Date

& Drainage Removal And Replacement

Building Number

NA

Location llliana Health Care System Danville, Illinois

Project No.

550-13-116

DRAWING NO.

TS-01

Dwg. 1 of 137 �w5

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FIBER

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CODES, STANDARDS & EXECUTIVE ORDERS

GENERAL CONSTRUCTION NOTES UTILITY LIST

EXISTING LEGEND ITEMS

Revisions

GENERAL NOTES

.8

EXISTING "SOFT" SPOT ELEVATION

.8

EXISTING "HARD" SPOT ELEVATION

.8 T

EXISTING "HARD" SPOT ELEVATION

AT TOP OF CURB

.2 G

EXISTING "HARD" SPOT ELEVATION

AT FLOWLINE OF GUTTER

.2 R

EXISTING "HARD" SPOT ELEVATION

AT MANHOLE RIM

"W

"G

"STM

"ST

"SAN

(1) 4"

616.5

EXISTING GAS VALVE

EXISTING WATER VALVE

EXISTING FIRE HYDRANT

EXISTING ELECTRIC MANHOLE

EXISTING TELEPHONE MANHOLE

EXISTING STEAM MANHOLE

EXISTING STORM SEWER MANHOLE

(OPEN LID)

EXISTING STORM SEWER MANHOLE

(CLOSED LID)

EXISTING STORM SEWER CURB INLET

EXISTING SANITARY SEWER MANHOLE

EXISTING SANITARY SEWER CLEANOUT

EXISTING STORM SEWER CLEANOUT

EXISTING ELECTRIC TRANSFORMER

EXISTING ELECTRIC LIGHTING MANHOLE

(HAND HOLE)

BERNS, CLANCY AND ASSOCIATES

MANHOLE DESIGNATION

EXISTING STEAM VALVE

VETERAN’S ADMINISTRATION

BUILDING NUMBER DESIGNATION

EXISTING GAS METER

CHISELED "X" SURVEY MONUMENT

SET IN CONCRETE

"MAG" NAIL SURVEY MONUMENT SET

EXISTING BUILDING LINE

BENCHMARK/DESIGNATION

DESTINATION OR DATA UNKNOWN

EXISTING EXTENDED ARM POLE LIGHT

EXISTING GLOBE POLE LIGHT

EXISTING UNDERGROUND TELEPHONE LINE

(APPROXIMATE LOCATION)

EXISTING UNDERGROUND ELECTRIC LINE

(APPROXIMATE LOCATION)

EXISTING UNDERGROUND LIGHTING LINE

(APPROXIMATE LOCATION)

EXISTING UNDERGROUND CABLE

TELEVISION LINE

(APPROXIMATE LOCATION)

EXISTING WATER LINE/SIZE

(APPROXIMATE LOCATION)

EXISTING GAS LINE/SIZE

(APPROXIMATE LOCATION)

EXISTING UNDERGROUND STEAM LINE/SIZE

(APPROXIMATE LOCATION)

EXISTING STORM SEWER LINE/SIZE

(APPROXIMATE LOCATION)

EXISTING SANITARY SEWER LINE/SIZE

(APPROXIMATE LOCATION)

EXISTING FLOOR DRAIN

EXISTING AREA LIGHT ON POLE

EXISTING DOUBLE EXTENDED

ARM POLE LIGHT

EXISTING SIGNAL CONDUIT QTY/SIZE

(APPROXIMATE LOCATION)

EXISTING UNDERGROUND OXYGEN LINE

(APPROXIMATE LOCATION)

REPORTED ABANDONED UTILITY

(APPROXIMATE LOCATION)

EXISTING UNDERGROUND FIBER OPTIC

COMMUNICATIONS LINE

(APPROXIMATE LOCATION)

EXISTING UNDERGROUND STEAM LINES/SIZES

REPORTEDLY IN UNDERGROUND STRUCTURE

(APPROXIMATE LOCATION)

AERIAL PHOTO CONTROL POINT

AERIAL SPOT ELEVATION

TS#2 TRAVERSE STATION/DESIGNATION

LEGEND

Date Sheet Number Description

FAX: 217/431-2359

PHONE: 217/431-2350

NON-EMERGENCY CALLS

EMERGENCY CALLS: 911

DANVILLE, IL 61832

1111 NORTH GRIFFIN

DANVILLE FIRE DEPARTMENT

EMERGENCY SERVICES

FAX: 217/443-3907

PHONE: 217/443-2941

DANVILLE, IL 61832

806‰EAST MAIN STREET

ATTN: JEFF BURRESS

COMCAST

Cable Television

FAX: 800/675-3189

PHONE: 800/788-0754

ROSEMONT, IL 60018

SUITE 400

5600 NORTH RIVER ROAD,

ATTN: BOB MEAGHER

U.S. SPRINT CORPORATION

PHONE: 217/546-9410

SPRINGFIELD, IL 62704

SUITE A

2921 GREENBRIAR DRIVE

MCI TELECOMMUNICATIONS

PHONE: 309/838-0788

STRAWN, IL 61775

30486 E 400 NORTH ROAD

ATTN: JEFF TAYLOR

McLEOD USA

PHONE: 800/328-6039

SPRINGFIELD, IL 62703

620 SOUTH 5TH STREET

AT&T (LONG DISTANCE)

FAX: 217/443-7883

PHONE: 217/443-7830

DANVILLE, IL 61832

320 NORTH WALNUT STREET

ATTN: CHUCK CUSHWA

AT&T (LOCAL)

TELEPHONE

FAX: 217/443-8540

PHONE: 217/442-0142

DANVILLE, IL 61834

POST OFFICE BOX 1130

322 NORTH GILBERT STREET

AQUA ILLINOIS WATER CO.

WATER

FAX: 217/431-2237

PHONE: 217/431-2380

DANVILLE, IL 61834

16161 GRAPE CREEK ROAD

DANVILLE SANITARY DISTRICT

SANITARY SEWERS

FAX: 217/465-5732

PHONE: 217/465-4181

PAIRS, IL 61944-0610

POST OFFICE BOX 610

13473 ILL HWY. 133

ATTN: KEN HACKNEY

TRANSPORTATION DISTRICT 5

ILLINOIS DEPARTMENT OF

TRANSPORTATION

FAX: 217/383-7236

PHONE: 217/383-7276

URBANA, IL 61802

1112 WEST ANTHONY DRIVE

AMEREN IP

ELECTRIC AND GAS

GN-01

GENERAL NOTES

Specifications are to be used with these plans.

Veteran’s Administration and Illinois Department of Transportation Standard Specifications dated 2014 and Supplimental**

(i.e. gutter, shoulder, and widening)

Tack coat is required with each layer of asphalt placed. Tack coat is required on all vertical surfaces next to asphalt**

All disturbed grass areas shall be seeded unless specified otherwise.**

Contractor to restore or replace all vegetation and parkway areas damaged during construction.** accordance with local and federal codes and requirements.

Contractor to furnish and install erosion control and traffic control measures per plans to complete construction in**

Concrete surfaces shall have a broom finish.** on the project.

is required to contact Bloodhound at 1-888-858-9830 or 811 as noted on this sheet prior to proceeding with any work the contractor to determine their exact locations from the utility companies and by field inspection. The contractor

The contractor shall coodinate activities with all utilities within the project limits. It shall be the responsibility at** used shall be according to the manufacturer’s specifications.

Products that are colored shall be colored their entire thickness. The materials, equipment, and installation procedures**

Manufacturer’s specifications stating the required materials, equipment, and installation procedures.

Manufacturer’s five year warranty.

Manufacturer’s certification stating the product is fully compliant with ADAAG.

warnings shall come with the following documents which shall be given to the Engineer prior to use.

Act Accessibility Guidelines (ADAAG) and the details shown on the plans. The product or method used for installing detectable

Detectabe warnings shall consist of a surface of trancated domes meeting the requirements of the Americans with Disabilities**

A sawed vertical butt joint shall be constructed at all locations where the existing pavement meets the proposed.** authority having jurisdiction for Veteran’s Administration to ensure a consistency system wide.

The conflict shall be brought to the attention of Veteran’s Administration. The resolution of the conflict shall be made by the between Veteran’s Administration requirements and Veteran’s Administration adopted nationally recognized codes and standards.

Conflicts between National Recognized Codes and Standards and Veteran’s Administration Requirements - Should a conflict exist2.

are different).

IBC as well as NFPA 101 or a document referenced by NFPA 101 shall be used exclusively (this applies even if the IBC requirements requirements of the latest of NFPA 101 and documents referenced therein. Design features that are addressed by both the in order to comply with the accreditation requirements of the Joint Commission. Therefore, designs shall comply with the conservation. Veteran’s Administration buildings must meet the requirements of NFPA 101 and documents referenced by NFPA 101 including, but not limited to, structure strength, seismic stability, sanitation, adequate light an ventilation, and energy

NFPA 101 primarily addresses life safety and fire protection features while the IBC addresses a wide range of considerations,1.

NOTES:

review or inspection fees.

projects and given opportunity to review drawings provided that Veteran’s Administration does not pay for and safety through enforcing its adopted codes. However, local authorities should be notified about planned must function as the Authority Having Jurisdiction (AHJ) and thus has the responsibility to guard public health enforcement procedures (drawing reviews, building permits, inspections, and fees). Veteran’s Administration

As an agency of the federal government, Veteran’s Administration is not subject to local imposition of codeLOCAL CODES:

Safety Standard for Refrigeration Systems - ASHRAE Standards 15 (2007)

Ventilation for Acceptable Indoor Air Quality - ASHRAE Standards 62.1 (2004)

Administration Master Construction Specification.

The Provisions for Construction and Safety Signs. Stated in the General Requirements Section 01010 of the Veteran’s

Executive Order 13423: Strengthening Federal Environmental, Energy, and Transportation Management

Federal Leadership in High Performance and Sustainable Buildings: Memorandum of Understanding (MOU)

Residential Buildings and New Low-Rise Residential Buildings, 10 CFR Parts 433, 434 and 435.

DOE Interim Final Rules: Energy Conservation Standards for New Federal, Commercial and Multi-Family High-Rise

Energy Policy Act at 2005 (EPAct)

American Institute of Steel Construction (AISC)

Manual of Steel Construction, Load and Resistance Factor Design Specifications for Structural Steel Buildings, Uniform Federal Requirements for Reinforced Concrete. American consrete and Commentary (ACI 318)

ASME Code for Pressure Piping

ASME Bolier and Pressure Vessel Code

Safety Code for Elevator and Escalators. American Society of Mechanical Engineer’s (ASME) A 17.1.

National Standard Plumbing Code (NSPC)

National Electrical Cade (NEC)

Veteran’s Administration Seismic Design Requirements, H-18-8

Occupational, Safety and Health Administration (OSHA) Standards

NFPA National Fire Codes with the exception of NFPA 5000 and NFPA 900

NFPA 101 Life Safety Code (see notes below) see notes below.

International Building Code (IBC) (Only when specifically referenced in Veteran’s Administration Design Documents, Application Guide, and other Guidance on the Technical Information Library (TIL) (http://www.cfm.vc.gov/til/).

Veteran’s Administration Directives, Design Manuals, Master Specifications, Veteran’s Administration National CAD Standard

Veteran’s Administation follows on its projects:

structures. Veteran’s Administration design Manuals and Master Specifications specify other codes and standards that performed in the modernization, alteration, addition, or improvement of its real property and the construction of new

Veteran’s Administration has adopted the latest edition at the following codes and standards as minimum for all projectsGENERAL:

domestic and international, whenever, feasible , and to participate in voluntary standard bodies.

Management and Budget (OMB) Circular A-119, requires all executive agencies to rely on voluntary standards, both

"modal" building codes. The federal Participation in the Development and use of Voluntary Standards. Office of

The Public Building Amendment Act 1988, Public Law (Pub. L.) 100-678 requires Federal agencies to follow nationtal recognizedPURPOSE:

required characteristics.

manufacturers which meet the salient characteristics of the products listed. See specifications for specifications and does not, in any way, limit the contractor from providing products from other specifications. Such information is provided to show an example of a product which meets the

28. Shown herein are products which have been identified as meeting the salient characteristics of the contract bid amount.

contractor shall examine these structures prior to bidding and include the cost of cosmetic repairs in the along the top of curb face and cleaning and patching spilled concrete as directed by the Engineer. The structures as identified on the Structure Data Table. Repairs shall include replacement of steel angle iron

27. The Contractor shall make cosmetic repairs to the curb faces which are integral to the open-curb access by unauthorized persons.

construction site shall be protected either through fencing or other barrier that prevents or restricts contractor�s safety plan shall include measures for controlling access to the site. The perimeter of the site-specific plan shall be reviewed and approved by the Construction Safety Committee. The

Analysis (AHA) for the work performed at the VA Medical Center in accordance with FAR 52.236-13. The

26. The Contractor must have a written site-specific Accident Prevention Plan (APP) and Activity Hazard removed and replaced shall be repaired or replaced by the Contractor at no additional charge.

25. Any damage to pavement, sidewalk, curb or any other portion of the roadway not specifically to be be repaired by the Contractor at no additional charge.

24. Any damage done to the water main, water service, sanitary sewer, or sanitary sewer services shall

This work is included in the cost of the contract.

times during construction. Methods used by the contractor shall be subject to the approval of the COR.

23. The contractor shall maintain positive drainage to all existing and proposed drainage structures at all the center of structure in the structure is not in the curb line.

22. Storm structure offset locations are to the edge of pavement if the structure is in the curb line or to shall be included in the lump sum bid.

21. The connection of proposed storm sewer into existing storm sewer or existing storm sewer structures

20. The finished hot-mix asphalt surface shall be constructed 0.25 inch above the gutter flag.

the most current versions of IDOT Highway Standards 606001 and 424001.

19. Curb and gutter shall be depressed at driveways and curb ramps for sidewalks in accordance with included in the lump sum bid.

18. All combination curb and gutter transition shall be 10 feet in length. The cost of the transition shall be included in the lump sum bid.

of any additional material required to establish the proposed curb and gutter subgrade elevation shall be

17. In areas where the existing curb and gutter is to be removed and replaced, the removal and disposal be billed (charged) accordingly.

it be necessary to remove such materials, the VA will have the material removed and the Contractor will surfaces shall be removed at the end of each day to an approved site. In the judgment of the VA should

16. Materials resulting from the removal of pavement, driveways, curb and gutter, and hot-mix asphalt work to obtain VA utility locations and shall coordinate all construction operations with the Engineer.

15. The Contractor shall notify the VA Engineering Department at least 48 hours in advance of beginning repaired or replaced at the contractor�s expense to the satisfaction of the COR or VA.

though they may not be shown on the plans. Any utility that is damaged during construction shall be

14. The Contractor shall be responsible for the protection of all underground or surface utilities even facilities. Any relocation or lowering of utilities shall be coordinated by the Contractor.

utilities if necessary. The Contractor shall be responsible for the maintenance and preservation of these facilities prior to beginning construction. The Contractor shall also verify the depths of the existing guarantee their accuracy. The Contractor shall have the respective utility companies field locate all their

13. The locations of public or private utilities shown on the plans are approximate and the VA does not

"Standard Specifications For Water And Sewer Main Construction In Illinois".

Control Devices For Streets And Highways", The �Manual Of Test Procedures For Materials", and the

Provisions", The "Standard Specifications For Traffic Control Items", The "Manual On Uniform Traffic

(Referred to as the "Standard Specifications"), The "Supplemental Specifications And Recurring Special

"The Standard Specifications for Road and Bridge Construction" included in the contract documents, and the latest edition of the following State of Illinois Specifications:

12. All construction shall be done in accordance with the details in the plans, the Special provisions

11. It is the responsibility of the contractor to protect all aquatic life while construction is in progress.

bidder shall make allowances for details which might have been inadvertently omitted from the drawings.

10. It is the intent of these drawings that a complete job is to be accomplished in preparing the bid. The

9. All contractors� activities shall be coordinated with the COR.

project.

8. Contractor shall restore all lawn, roads and sidewalks to original condition upon completion of the

7. Site for storage of materials and tools shall be as specified by the COR.

6. Contractor to take all precautions to prevent unnecessary disruption to medical center activities.

disposed of by him off VA property.

5. Materials removed shall become property of the contractor unless noted otherwise and shall be building codes and all other applicable codes, VA specs and drawings.

4. Construction shall proceed in an orderly and continuous fashion in accordance with the national performance of this contract per EPA, OSHA, and other applicable codes, standards, and regulations.

3. Contractor to exercise all precautions to provide for patients, visitors and workmen’s safety during the utilities which are disturbed and require repair as a result of work performed under this contract.

2. Adequately patch/repair to match adjacent construction, all building structures, components and

1. Contractor is encouraged to visit project site to verify the scope of work before bidding.

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s& Drainage Removal And Replacement

Station Wide Road, Curb And Gutter

D A

T E

:3

:5

P M

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

G N

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

A R

E

NINR

ION

S

EF

A

RG

TIS E

OF

STATE

R D

No.860163

J

FF

R

LAZZ

FF

11-17-2014

NA JEL JAB

SOIL BORINGS

BENCHMARK INFORMATION &

BASELINE CONTROL REFERENCE,

BC-01

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s& Drainage Removal And Replacement

Station Wide Road, Curb And Gutter

D A

T E

:3

:5

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

B A

S E

L I N

C O

N T

R O

L .d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R

ESTIMATE OF QUANTITIES

EQ-01

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s& Drainage Removal And Replacement

Station Wide Road, Curb And Gutter

D A

T E

:0

:4

A

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

Q U

A N

T I T I E

S .d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R

VHADANSHOVIM1

Rectangle

VHADANSHOVIM1

Line

VHADANSHOVIM1

Line

VHADANSHOVIM1

Sticky Note Unmarked set by VHADANSHOVIM1

VHADANPOEHLV1

Typewritten Text Roadways Not in Project

C1

C2 Curb Type B-6

D1

J

AX ADA Ramp

S

Temporary Silt FenceSF

Saw Cut

D2

F Sidewalk 4"

KCurb Type B-6.18

K1 Aggregate Base, Type A, 6.0"

HMA Binder, Mix "C", N50, 2.5" on

HMA Surface, Mix "C", N50, 1.5" on

HMA FOR DRIVEWAY APPROACH

R

Aggregate Base, Type A, 6.0"

PCCP, 6" on

CONCRETE FOR DRIVEWAY APPROACH

P.G. - Profile Grade

See Plan View and Cross Sections For Specific Locations, Dimensions, and Elevations.

Proposed Curb Tapered To Match Existing Structure Locations.* -

P.G. - Proposed Profile Grade

See Plan View and Cross Sections For Specific Locations, Dimensions, and Elevations.

Proposed Curb Tapered To Match Existing Structure Locations.* -

Geogrid Reinforcement For Aggregate Base

Aggregate Base, Type A, 8.0" on

HMA Binder, Mix "C", N50, 4.0" on

HMA Surface, Mix "C", N50, 1.5" on

HMA For Roadway (Full-Depth)

Geogrid Reinforcement For Aggregate Base

Aggregate Base, Type A, 8.0" on

HMA Binder, Mix "C", N50, 4.0" on

HMA Surface, Mix "C", N50, 1.5" on

HMA For Parking Lot (Full-Depth)

*** Geogrid Reinforcement For Aggregate Base

Aggregate Base, Type A, 6.0" on

HMA Binder, Mix "C", N50, 2.5" on

HMA Surface, Mix "C", N50, 1.5" on

HMA For Shoulder j j

Geogrid Reinforcement To Be Spectra-TX7 Or Approved Equal

Paving Mat To Be Tensar GlasPave Or Approved Equal

Seeding, Class 1 & Erosion Control BlanketMilling, Asphalt Removal (Variable Depth)

Waterproof Paving Mats on

Variable Depth HMA Binder, Mix "C", N50 (2" Min.) on

HMA Surface, Mix "C", N50, 1.5" on

HMA For Parking Lot (Mill & Resurface)

P.G. - Proposed Profile Grade

** - Note: Gutter slope to be same as roadway slope on high side.

See Plan View and Cross Sections For Specific Locations, Dimensions, and Elevations.

Proposed Curb Tapered To Match Existing Structure Locations.* -

Varies* Varies

3:1 (m ax.)

6.0%

Sta. 101+05.51 to Sta. 169+17.56, Line "0100"

Typical Curb Type B-6.18 Detail

Varies

3:1 (max.) 3:1 (m ax.)

Varie s*

Sta. 1600+00.00 to Sta. 1601+70.80, Line "1600"

Sta. 1500+00.00 to Sta. 1507+65.00, Line "1500"

Sta. 1400+00.00 to Sta. 1402+00.49, Line "1400"

Sta. 1300+00.00 to Sta. 1307+62.13, Line "1300"

Sta. 800+00.00 to Sta. 804+35.13, Line "0800"

Sta. 700+00.00 to Sta. 705+66.75, Line "0700"

Sta. 600+00.00 to Sta. 613+12.72, Line "0600"

Sta. 500+00.00 to Sta. 503+01.30, Line "0500"

Sta. 400+00.00 to Sta. 402+91.75, Line "0400"

Sta. 300+00.00 to Sta. 323+71.52, Line "0300"

Sta. 200+00.00 to Sta. 207+87.53, Line "0200"

Sta. 1200+00.00 to Sta. 1203+56.42, Line "1200"

Sta. 1100+00.00 to Sta. 1102+59.46, Line "1100"

Sta. 1000+00.00 to Sta. 1002+73.97, Line "1000"

JEL JAB

Typical Cross Sections

TY-01

Scale

1/8" = 1’

C1 C1

K

C1

K

P.G.

R

K1

K J

3:1 (max.)

2.0% 4.0%

(Reverse For Left Side)

Sta. 309+90.00 to Sta. 323+21.62, Line "0300"

Typical Tangent Section

Typical Tangent Section

Typical Tangent Section

Typical Full Depth Parking Lot

Typical Parking Lot Resurface

Inset "A"

Typical Shoulder Section

Existing Ground Existing Ground

(This Sheet)

See Inset "A"

Center Line of Construction

Existing Ground

Varies

3:1 (max.)

C1

Thru Lane

Varies*

K

P.G.

Center Line of Construction

Thru Lane

Varies

C1

3:1 (m ax.)

Varie s*

Existing Ground

Existing Ground

Varies

3:1 (max.)

C1

Varies *Varies

Center Line of Construction

P.G.

C1

3:1 (m ax.)

Varie s*

Existing Ground

(This Sheet)

See Inset "A"

(This Sheet)

See Inset "A"

K

2’-1"Varies2’-1" *

Thru Lane

2’-1"12’-0"12’-0"2’-1"

Thru Lane

2’-1"12’-0"12’-0"2’-1" *

Thru Lane

2’-0" 1’-0"

Existing Ground

Existing Ground

2’-1"

1’ Shelf

1’-6"

7"

4" 1

Existing Curb & Gutter

Match Existing Elevation

Existing Subgrade

HMA Binder, Mix "C", N50, 4.0"

HMA Surface, Mix "C", N50, 1.5"

Aggregate Base, Type "A", 8.0"

For Aggregate Base

Geogrid Reinforcement

2.0% (Min.)

See Spot Elevations

Varies

See Spot Elevations

Varies

Match Existing Elevation

Existing Curb & Gutter

Existing Subgrade

1.0% (Min.)

HMA Surface, Mix "C", N50

Asphalt Milling - 1"

Waterproof Paving Mat

6.0%

C1K1

2’-0"

1’-6"

7"

Existing Pavement

Patching Detail

S

Variable Depth HMA Binder, Mix "C", N50 (2" Min.)

V e te r a n A ff a ir s

D e p a r tm e n t o f

Illiana Health Care System Danville, Illinois O ff ic e of F ac ili tie s& Drainage Removal And Replacement

Station Wide Road, Curb And Gutter

D A

T E

:3

:1

T I

M E

L O

C A

T I O

N

N

P r o j e c t s

Y d r a w

Y T r a n s p

S h e e t s

T Y

.d g n

550-13-116

9/25/2014

Project No.

DRAWING NO.

Date

Dwg.

Drawn

Project Title

Building Number Checked

Drawing Title

Location of

ARCHITECT/ENGINEERS:

Signature Date

EED AO

S GENL

IN

IP

E

S

EF

A

RG

TIS E

OF

FF

R