Attachment 1 - Project Plans and Specifications~1.pdf

2021 INTERNATIONAL BUILDING CODE

2021 INTERNATIONAL ENERGY CONSERVATION CODE

2003 INTERNATIONAL MECHANICAL CODE

2003 INTERNATIONAL FIRE CODE

2023 NATIONAL ELECTRIC CODE

2015 NFPA LIFE SAFETY CODE 101

2018 ILLINOIS ACCESSIBILITY CODE

2014 ILLINOIS PLUMBING CODE

APPLICABLE CODES

GROUP

G R

O U

P

PROJECT NO.: DATE:

PROFESSIONAL REGISTRATIONS

LOCATION MAP

20 Allen Avenue, Suite 200 - St. Louis, Missouri 63119 - Phone: (314) 962-7900 / info@f-w.com

IMAGE © < COPYRIGHT NOTICE > GOOGLE EARTH

/4

/2

:4

:4

A

M

0181761.22

IDNR WSRC EAST TRAP LINE PAVILION

Illinois Dept. Of Natural Resources

World Shooting & Recreation Complex Sparta, IL IDNR # 4-23-042 (DCEO Grant # 20-203049)

09/03/2024

Il lin o is

D e p t.

O f N a tu ra l R e s o u rc e s

100% BID SET

ID

N

R W

S R

C E

A S

T T

R A

P L

IN

E

P A

V

IL

IO

N

PAGES OR DIVISIONS COVERED:

LICENSE RENEWAL DATE:

DATE:

NAME:

SIGNATURE:

THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

SUPERVISION. I AM A DULY LICENSED ENGINEER UNDER THE

LAWS OF THE STATE OF ILLINOIS.

DRAWING LIST

GENERAL

G0.1 GENERAL INFORMATION, CODES, AND SPECIFICATIONS

CIVIL

C1.1 SITE LAYOUT PLAN

C1.2 SITE GRADING AND UTILITY PLAN

C2.1 SITE DETAILS

C2.2 SITE DETAILS

C3.1 SPEC DIVISION 31

C3.2 SPEC DIVISION 32

C3.3 SPEC DIVISION 32

C3.4 SPEC DIVISION 32

LANDSCAPING

L1.1 PLANTING PLAN

STRUCTURAL

S1.1 GENERAL NOTES AND FOUNDATION PLAN

ARCHITECTURAL

A0.2 ARCHITECTURAL SPECIFICATIONS

A1.1 FLOOR PLAN

A2.1 ROOF PLAN

A3.1 ELEVATIONS

ELECTRICAL

E0.1 GENERAL INFORMATION

E0.2 SPECIFICATIONS

E1.1 ELECTRICAL SITE/POWER PLAN AND SCHEDULES

PAGES OR DIVISIONS COVERED:

LICENSE RENEWAL DATE:

DATE:

NAME:

SIGNATURE:

THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

SUPERVISION. I AM A DULY LICENSED ENGINEER UNDER THE

LAWS OF THE STATE OF ILLINOIS.

PAGES OR DIVISIONS COVERED:

LICENSE RENEWAL DATE:

DATE:

NAME:

SIGNATURE:

THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

SUPERVISION. I AM A DULY LICENSED ENGINEER UNDER THE

LAWS OF THE STATE OF ILLINOIS.

PROJECT

LOCATION

PAGES OR DIVISIONS COVERED:

LICENSE RENEWAL DATE:

DATE:

NAME:

SIGNATURE:

THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

SUPERVISION. I AM A DULY LICENSED ENGINEER UNDER THE

LAWS OF THE STATE OF ILLINOIS.

PAGES OR DIVISIONS COVERED:

LICENSE RENEWAL DATE:

DATE:

NAME:

SIGNATURE:

THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

SUPERVISION. I AM A DULY LICENSED ARCHITECT UNDER THE

LAWS OF THE STATE OF ILLINOIS.

Ryan M. Reu

09/04/2024

11/30/2024

G0.1, A0.2, A1.1, A1.2, A2.1, A3.1

Warren Kohm

09/04/2024 11/30/2025

E0.1, E0.2, E1.1

DRAWING LIST

GENERAL

G0.1 GENERAL INFORMATION, CODES, AND SPECIFICATIONS

CIVIL

C1.1 SITE LAYOUT PLAN

C1.2 SITE GRADING AND UTILITY PLAN

C2.1 SITE DETAILS

C2.2 SITE DETAILS

C3.1 SPEC DIVISION 31

C3.2 SPEC DIVISION 32

C3.3 SPEC DIVISION 32

C3.4 SPEC DIVISION 32

LANDSCAPING

L1.1 PLANTING PLAN

STRUCTURAL

S1.1 GENERAL NOTES AND FOUNDATION PLAN

ARCHITECTURAL

A0.2 ARCHITECTURAL SPECIFICATIONS

A1.1 FLOOR PLAN

A1.2 REFLECTED CEILING PLAN

A2.1 ROOF PLAN

A3.1 ELEVATIONS

ELECTRICAL

E0.1 GENERAL INFORMATION

E0.2 SPECIFICATIONS

E1.1 ELECTRICAL SITE/POWER PLAN AND SCHEDULES

JACOB HECK

09/04/2024

08/31/2025

C1.1, C2.1, C3.2 , C3.3, C3.4

DUSTIN SWEET

09/05/2024

11/30/2026

S1.1

PAGES OR DIVISIONS COVERED:

LICENSE RENEWAL DATE:

DATE:

NAME:

SIGNATURE:

THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

SUPERVISION. I AM A DULY LICENSED ENGINEER UNDER THE

LAWS OF THE STATE OF ILLINOIS.

JEFFREY EAST

09/05/2024

11/30/2025

C1.2, C3.1

ALIGN

ALTERNATE 01

DRINKING FOUNTAIN AND SUMP

BID ALTERNATES

ALTERNATE 02

OUTDOOR FIREPIT AREA

A. DO NOT SCALE DRAWINGS TO DETERMINE DIMENSIONS. IF A REQUIRED

DIMENSION IS NOT INDICATED, CONTACT THE ARCHITECT FOR DETERMINATION.

B. THE CONTRACTOR SHALL NOT CUT STRUCTURAL MEMBERS/ELEMENTS IN A

MANNER RESULTING IN A REDUCTION OF LOAD CARRYING CAPACITY OR

LOAD/DEFLECTION RATIO.

C. EXISTING CONDITION INFORMATION SHOWN WITHIN THE PROJECT AREA IS

BASED ON FIELD OBSERVATION AND EXISTING DRAWING DOCUMENTATION. ALL

EXISTING CONDITION INFORMATION SHOWN OUTSIDE THE PROJECT AREA IS

PROVIDED FOR REFERENCE ONLY AND HAS NOT BEEN FIELD VERIFIED.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS

PRIOR TO BEGINNING ANY NEW WORK AND SHALL BRING AND DISCREPANCIES

TO THE ATTENTION OF THE DESIGN PROFESSIONAL PRIOR TO DEMOLITION AND

CONSTRUCTION.

D. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES FOR SYSTEM RELATED

PENETRATIONS NOT SHOWN.

E. PROJECTS SHALL REMAIN IN COMPLIANCE WITH ALL ASPECTS OF ALL

GOVERNING CODES AND ORDINANCES DURING THE COURSE OF

CONSTRUCTION.

F. TEMPORARY BARRICADES AS PERTAINING TO CONTRACTOR'S ACTIVITIES SHALL

BE INSTALLED TO PREVENT POSSIBLE INJURY TO PERSONS IN AND AROUND

DEMOLITION AND CONSTRUCTION AREAS IN ACCORDANCE WITH OSHA

REQUIREMENTS. COORDINATE WITH OWNER.

G. ALL AREAS TO BE DEMOLISHED OR DISTURBED BY ANY DEMOLITION ARE TO BE

PATCHED AND PAINTED (OR PREPARED FOR OTHER SCHEDULED FINISH).

H. AT CONSTRUCTION ACCESS, CONTRACTOR TO PROVIDE LABOR AND MATERIALS

TO REPAIR ALL DISTURBED ELEMENTS.

I. IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO PROVIDE COMPLETE

WORKING SYSTEMS FOR ALL NEW ELEMENTS AND TO COORDINATE THEIR

WORK WITH ALL OTHER TRADES.

J. ALL CONTRACTORS SHALL PROVIDE NEW, UNDAMAGED MATERIALS UNLESS

OTHERWISE SPECIFIED.

K. STORE MATERIALS IN SUCH A MANNER AS NOT TO OVERSTRESS, OVERLOAD,

OR OTHERWISE PUT AN UNSAFE LOAD ON ANY STRUCTURE DURING

CONSTRUCTION.

L. INSTALL ALL WORK IN ACCORDANCE WITH CURRENT APPLICABLE CODES,

PUBLISHED STANDARDS, AND ACCEPTABLE CONSTRUCTION STANDARDS.

M. DETAILS ARE GENERALLY TYPICAL AND ARE NOT TO BE CONSTRUED AS LIMITED

TO THOSE AREAS SPECIFICALLY INDICATED. REVIEW ANY QUESTIONS OR

CONFLICTING INFORMATION WITH THE DESIGN PROFESSIONAL PRIOR TO

FABRICATION OR INSTALLATION.

N. CONTRACTOR SHALL VERIFY DIMENSIONS IN FIELD PRIOR TO BEGINNING

CONSTRUCTION.

PROJECT GENERAL NOTES

ABBREVIATIONS

CL

AB ALUMINUM WALL BASE

ACB ACOUSTICAL CEILING BAFFLE

ACC ACOUSTICAL CEILING CLOUD

ACT ACOUSTICAL CEILING TILE

AF ARCHITECTURAL FILM

AP ACOUSTIC PANEL

ART ARTWORK

BBT BIOBASED RESILIENT TILE

BR BRICK / VENEER BRICK

CC CUBICLE CURTAIN

CCT CUBICLE CURTAIN TRACK

CG CORNER GUARD

CJ CONTROL JOINT

CKB CORKBOARD

CON CONCRETE FLOORING / FINISH

CPT CARPET

CR CRASH RAIL

CS CULTURED STONE

CUR DECORATIVE CURTAIN / ROD

DG DOOR FRAME GUARD

EG END WALL GUARD

EM ENTRY MAT SYSTEM

F FABRIC

FRP FIBERGLASS REINFORCED

PANEL(S)

G GLASS / GLAZING

GR GROUT

HBL HORIZONTAL BLINDS

HR HAND RAIL

LIN LINOLEUM SHEET / TILE

LS LOUVER SYSTEM

LVT LUXURY VINYL TILE

MB MOLDED WALL BASE

MP METAL PANEL

NS NATURAL STONE

P PAINT

PL PLASTIC LAMINATE

QTZ QUARTZ

RB RESILIENT WALL BASE

RF RESINOUS POURED FLOORING

RP RESIN / ACRYLIC PANEL

RS ROLLER SHADE

RUB RUBBER SHEET / TILE

RUG RUG CARPETING

S SIGNAGE

SC SHOWER CURTAIN

SCR SHOWER CURTAIN ROD

SD STATIC DISSIPATIVE FLOORING

SHT SHUTTER

SS SOLID SURFACE

SST STAINLESS STEEL

SSV SPECIALTY SHEET VINYL

ST STAIN

SV SHEET VINYL

SVT SPECIALTY VINYL TILE

T TILE FLOORING/ WALL / WALL

BASE (CERAMIC, PORCELAIN,

GLASS)

TP TOILET PARTITION

TR TRIM / CROWN / BASE MOLDING

TS TRANSITION STRIP

TZ TERRAZZO FLOORING

VAL VALANCE

VBL VERTICAL BLINDS

VCT VINYL COMPOSITION TILE

VET VINYL ENHANCED TILE

WC WALL COVERING

WCT WOOD CEILING TILE / PLANK

WD WOOD (VENEER, PANELING,

WAINSCOT, FLOORING)

WF WINDOW FILM

WP WALL PROTECTION

WR WHITEROCK

AS ARCHITECTURAL STRUCTURE

B BENCH

BED BED FRAME

CH CHAIR / STOOL

CL CLOCK

CR COAT RACK / HOOK(S)

D DESK

DP ROOM / DESK DIVIDER PANEL(S)

DS DECORATIVE WALL SHELF

FL FLOOR LAMP

HB HEADBOARD

KB KEYBOARD TRAY

L LOUNGE

MAT MATTRESS

MIR MIRROR

NS NIGHTSTAND

OT OTTOMAN

P DECORATIVE PILLOW

PLT PLANT(S)

S SOFA / LOVESEAT

SH FLOOR SHELVING

ST STORAGE UNIT(S) (BOX/BOX/FILE,

FILE/FILE, MOBILE PEDESTAL,

VERTICAL FILE, LATERAL FILE,

FLAT FILE, CREDENZA, MEDIA UNIT,

WARDROBE, BOOKCASE)

T TABLE

TL TABLE LAMP

TR TRASH RECEPTACLE

TV TELEVISION

UM PATIO UMBRELLA

WS WORKSTATION

GENERAL INTERIOR

FURNITURE, FIXTURES & EQUIPMENT

ACP/APC ACOUSTIC CEILING PANEL/

ACOUSTIC PANEL CEILING

ACT ACOUSTIC(AL) TILE

ADJ ADJUSTABLE

ADT'L ADDITIONAL

AFF ABOVE FINISHED FLOOR

AGG AGGREGATE

ALT ALTERNATE

AL ALUMINUM

APPROX APPROXIMATE(LY)

ASPH ASPHALT

AUTO AUTOMATIC

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

CENTERLINE

C/C CENTER TO CENTER

CEM CEMENT(ITIOUS)

CFCI CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

CFOI CONTRACTOR FURNISHED,

INSTALLED BY OTHERS

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CTR CENTER(ED)

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET/DTL DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DN DOWN

DS DOWNSPOUT

DWG(S) DRAWING(S)

E EAST

EA EACH

EC ELECTRICAL CONTRACTOR

EHO ELECTRICAL HOLD OPEN

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EX/EXIST EXISTING

EXJ EXPANSION JOINT

EXP EXPOSED

EXT EXTERIOR

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FINISH FLOOR ELEVATION

FIN FINISH

FLSHG FLASHING

FLR FLOOR

FRMG FRAMING

FT FOOT/FEET

FTG FOOTING

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL

GYP GYPSUM

HDWR HARDWARE

HM HOLLOW METAL

HOL HOLLOW

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

ID INSIDE DIAMETER

IDPH ILLINOIS DEPARTMENT OF

PUBLIC HEALTH

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

L/S LANDSCAPE

LAM PLASTIC LAMINATE

LAV LAVATORY

LB(S) POUND(S)

LF LINEAR FEET (FOOT)

LT LIGHT

LTTR LONG-TERM THERMAL

RESISTANCE

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED,

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED,

INSTALLED BY OTHERS

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED,

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED,

INSTALLED BY OTHERS

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PEB PRE-ENGINEERED BUILDING

PERIM PERIMETER

PFIN PREFINISHED

PJF PREFORMED JOINT FILLER

PL PLATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PT PRESSURE TREATED

PTD PAINTED

PWR POWER

RAD RADIUS

RB RUBBER BASE

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RD ROOF DRAIN

RM ROOM

RO ROUGH OPENING

RV DRYWALL/MILLWORK REVEAL

S SOUTH

SB SPLASH BLOCK

SF SQUARE FEET (FOOT)

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SY SQUARE YARD(S)

T/O TOP OF

T&G TONGUE AND GROOVE

TELE TELEPHONE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VIF VERIFY IN FIELD

W/ WITH

W/O WITHOUT

W WEST

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WT WEIGHT

WWF WELDED WIRE FABRIC

SYMBOLS LEGEND

NOTE: NOT ALL SYMBOLS ARE USED IN CONSTRUCTION DOCUMENTS

DEMOLITION KEYNOTE

WINDOW TYPE

TOILET ACCESSORY

WALL TYPE

ROOF PITCH

DOOR NUMBER

TYPICAL KEYNOTE

CEILING/ SOFFIT

HEIGHT

D#.#

MATL

1'-0"

T#

-1

SLOPE: 1/4"

SLOPE/ROOF SLOPE

WALL SECTION

INTERIOR ELEVATION

COLUMN GRID

ELEVATION

REVISION NOTE

ENLARGED CALLOUT

ROOM DESIGNATION

BREAK LINE

DETAIL #

SHEET #

DETAIL #

SHEET #

A8.1

EXTERIOR ELEVATION

DETAIL #

SHEET #

A8.1

A8.1

A8.1

BUILDING SECTION

DETAIL #

PAGE #

A8.1

A8.1

DETAIL SECTION

DETAIL #

SHEET #

A8.1

WALL GRID

(REPRESENTS

FACE OF EXISTING

WALL)

XX.X

XX.X

ELEVATION

0'-0"

ROOM

NAME

0"

-6" CHANGE IN LEVEL ALIGN

THE FOLLOWING SYSTEMS ARE A DESIGN/BUILD RESPONSIBILITY OF THE

CONTRACTOR OR PRODUCT MANUFACTURER AND WILL REQUIRE THE DEFERRED

SUBMITTAL OF DESIGN WORK TO THE CITY OF ANYWHERE FOR PLAN REVIEW AND

PERMITTING:

1. PRE-ENGINEERED METAL PAVILION

DELEGATED DESIGN SUBMITALLS

www.f-w.com Engineers | Architects | Surveyors | Scientists

GROUP

DATE:

DRAWN:

REVIEWED:

SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

20 ALLEN AVENUE, SUITE 200

ST. LOUIS, MISSOURI 63119

(314) 962-7900 / info@f-w.com

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

/4

/2

:4 :3

P

M G0.1

GENERAL

INFORMATION,

CODES, AND

SPECIFICATIONS

KMM

APPROVER

0181761.22

IDNR WSRC EAST

TRAP LINE PAVILION

Illinois Dept. Of Natural Resources

World Shooting & Recreation Complex Sparta, IL IDNR # 4-23-042 (DCEO Grant # 20-203049)

09/03/2024

DESIGNER

100% BID SET

Date: 09/04/2024 Exp.: 11/30/2024

1/2'' W

2'' SA

15' 72'

8' T

YP

8' TYP.

LIMITS OF ALTERNATE NO. 2

(SEE G0.1 FOR MORE INFORMATION)

EJ

EJ

EJ

EJ

ALIGN WALK WITH EXISTING

C2.1

N 553685.20 E 2418131.04

N 553685.20 E 2418187.03

12'

N 553669.20 E 2418207.03

20'

8'8'8'

N 553669.21 E 2418108.04

R=5'

R=5'

R=5'

R= 4'

N 553669.20 E 2418195.03

R=12'

R=5'

4'

4'

4,048 S.F. - 5" P.C. CONCRETE

(SEE DETAIL 1/C2.1)

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

FIELD BOOK NO.:

SITE LAYOUT PLAN

C1.1

JLH

JLH

PROJECT:

DATE:

PROJECT NO.:

Illinois Dept. Of Natural Resources

IDNR WSRC EAST

TRAP LINE PAVILION

World Shooting & Recreation Complex Sparta, Illinois IDNR # 4-23-042 (DCEO Grant # 20-203049)

09/03/2024

0181761.22

NOT FOR CONSTRUCTION

100% CD SET

GROUP

www.f-w.com Engineers | Architects | Surveyors | Scientists

20 ALLEN AVENUE, SUITE 200

ST LOUIS, MISSOURI 63119

(314) 962-7900 / info@f-w.com

DESCRIPTION:DATE:#

ISSUE:

U.S. SURVEY FEET

5 10 20

1 SCALE:

SITE LAYOUT PLAN

1"=10' NORTH

KEYED NOTES

1. (1) PRE-FABRICATED, 40'X60', STEEL FRAME SHELTER. SEE ARCHITECTURE PLANS FOR MORE

INFORMATION. ACTUAL FOUNDATION LOCATIONS MAY VARY BASED ON SELECTED MANUFACTURER

AND MODEL.

2. TACTILE WARNING STRIP SURFACE APPLIED TO CONCRETE PAVEMENT. SUBMIT COLOR CHART TO OWNER FOR COLOR SELECTION. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR LAYOUT AND

INSTALLATION.

-APPROVED MANUFACTURER'S:

a. ARMOR-TILE. 300 INTERNATIONAL DR, SUITE 100, WILLIAMSVILLE, NY 14221. P:800-682-2525

b. ADA SOLUTIONS. 149 SOUTH CUCUMBER ST, JEFFERSON, OH 44047. P:800-372-0519

c. ACCESS TILE. 325 CORPORATE DR, ELGIN, IL 60123. P:844-697-2920

-GENERAL CONTRACTOR IS RESPONSIBLE FOR FURNISHING, SHIPPING EQUIPMENT TO SITE, AND

INSTALLATION. SUBMIT PRODUCT DATA SHEET FOR APPROVAL.

3. (1) DRINKING FOUNTAIN (ALTERNATE NO. 1) - COLOR TO BE BLACK. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION, AND DETAIL 5-7/C2.2 FOR REFERENCE. ALL PLUMBING

CONNECTIONS TO CONFORM WITH ILLINOIS PLUMBING CODE REQUIREMENTS.

-OTHER APPROVED MODELS:

a. MODEL #: 440 SM, FREEZE RESISTANT, WITH OPTIONAL HOSE BIB,DOG BOWL, AND SURFACE MOUNT CARRIER. SUPPLIED BY MOST DEPENDABLE FOUNTAINS, INC. 5705 COMMANDER DR. P.O. BOX 587

ARLINGTON, TN 38002. P:901-867-0039.

b. MODEL: LK4420DBFRK, FREEZE RESISTANT, WITH OPTIONAL HOSE BIB,DOG BOWL, AND SURFACE MOUNT CARRIER. SUPPLIED BY ELKAY MANUFACTURING COMPANY: 1333 BUTTERFILED RD. SUITE 200.

DOWNERS GROVE, IL 60515. PH: 630-574-8484.

c. MODEL: #GRM45, FREEZE RESISTANT, WITH OPTIONAL HOSE BIB, DOG BOWL, AND SURFACE MOUNT CARRIER. SUPPLIED BY MURDOCK MANUFACTURING: 15125 PROCTOR AVE.,CITY OF INDUSTRY, CA

91746. PH: 800-453-7465.

-GENERAL CONTRACTOR IS RESPONSIBLE FOR FURNISHING, SHIPPING EQUIPMENT TO SITE, AND

INSTALLATION. SUBMIT PRODUCT DATA SHEET FOR APPROVAL.

4. (2) ADA PARKING STALL WITH SIGNAGE - SEE DETAILS 1-4/C2.2.

5. (1) NATURAL STACKED LIMESTONE FIRE PIT (ALTERNATE NO. 2) - SEE DETAIL 5/C2.1.

6. (5) 6' SURFACE MOUNTED BENCH (ALTERNATE NO. 2) SURFACE MOUNT INSTALLATION PER

MANUFACTURER.

-APPROVED MODELS:

a. MODEL: 954-S6 LEXINGTON BENCH WITH BACK, FRAME COLOR: BLACK. BY ULTRASITE: 1675 LOCUST

ST., RED BUD, IL 62278. PH: 800-458-5872

b. MODEL: HM-3250C6 - GEORGETOWN STYLE BENCH WITH BACK, FRAME COLOR: BLACK. BY BELSON

OUTDOORS: 627 AMERSALE DR., NAPERVILLE, IL 60563. PH: 630-897-0573.

c. MODEL: #L1369 STREETSIDE 6' CONTOUR STEEL BENCH SURFACE MOUNT, FRAME COLOR: CLACK, SEAT COLOR: BLACK. BY ANOVA SITE FURNISHINGS: 211 N. LINDBERGH BLVD, SUITE 200.,ST. LOUIS, MO

63141. PH: 800-325-3047.

-GENERAL CONTRACTOR IS RESPONSIBLE FOR FURNISHING, SHIPPING EQUIPMENT TO SITE, AND

INSTALLATION. SUBMIT PRODUCT DATA SHEET FOR APPROVAL.

7. (1) DRY WELL SYSTEM - (ALTERNATE NO. 1) - BASIS OF DESIGN TO BE 'FLO-WELL' MODEL #: FWAS24 WITH BOTTOM (FWBP24), SURFACE DRAIN INLET (FWSD69), AND POROUS FILTER FABRIC WRAP.

SUPPLIED BY: NDS. 851 N. HARVARD AVE. LINDSAY, CA 93247. P:800-726-1994. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION, AND DETAIL 5-6/C2.2 FOR REFERENCE. ALL

PLUMBING CONNECTIONS TO CONFORM WITH ILLINOIS PLUMBING CODE REQUIREMENTS.

-APPROVED MANUFACTURER'S:

b. ADS PIPE. 1600 INDUSTRIAL DR., MENDOTA, IL 61342. P: 309-665-2125 ATTN: KEVIN FULKS

c. AK INDUSTRIES, INC. 1919 JIM NEU DR., PLYMOUTH, IN 46563. P:574-936-2298

-GENERAL CONTRACTOR IS RESPONSIBLE FOR FURNISHING, SHIPPING EQUIPMENT TO SITE, AND

INSTALLATION. SUBMIT PRODUCT DATA SHEET FOR APPROVAL.

GENERAL LAYOUT NOTES

1. ALL LAYOUT WORK MUST BE REVIEWED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF

HARDSCAPE

2. THE CONTRACTOR SHALL VERIFY ALL DISTANCES AND DIMENSIONS IN THE FIELD AND BRING ANY

DISCREPANCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR A DECISION PRIOR TO

COMMENCING WITH THE WORK.

3. CONTRACTOR SHALL CAREFULLY REVIEW AND FULLY UNDERSTAND ALL LANDSCAPE ARCHITECT LAYOUT DRAWINGS AND DATA PRIOR TO COMMENCING ANY FIELD STAKING OPERATIONS; AND BRING ANY QUESTIONS TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT. COMMENCEMENT OF STAKING OPERATIONS IMPLIES ACCEPTANCE OF AND AGREEMENT WITH THOSE LAYOUT DRAWINGS AND DATA. CONTRACTOR SHALL, AT HIS OR HER EXPENSE, PROVIDE SUPPLEMENTARY STAKING AND LAYOUT DRAWINGS AS NECESSARY TO FULLY AND PROPERLY COMPLETE ALL STAKING OPERATIONS.

CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS PRIOR NOTICE TO LANDSCAPE ARCHITECT OF ESTIMATED COMPLETION TIME FOR STAKING OPERATIONS, SO THAT A SITE VISIT CAN BE ARRANGED FOR REVIEW OF THE COMPLETED LAYOUT. MINOR MODIFICATIONS AS A RESULT OF THAT ON-SITE

REVIEW, NEEDED TO ACCOMPLISH THE LAYOUT AS DESIGNED AND DRAWN HEREIN, SHALL BE

INCLUDED IN THE CONTRACTOR'S WORK AND BID.

4. CONTRACTION JOINTS IN P.C. CONCRETE SHALL BE TOOLED AT 6' MAX. INTERVALS. EXPANSION JOINTS

SHALL BE SPACED NO FURTHER THAN 50', UNLESS INDICATED OTHERWISE.

5. CONTRACTOR SHALL COORDINATE ANY AND ALL WORK WITHIN PUBLIC RIGHT-OF-WAY WITH THE APPROPRIATE PUBLIC AGENCY. NOTIFICATION SHALL OCCUR A MINIMUM OF 48 HOURS PRIOR TO COMMENCING WORK WITHIN PUBLIC RIGHT-OF-WAY. ALL PERMITS ARE THE RESPONSIBILITY OF THE

CONTRACTOR.

6. WHEN CONCRETE IS PLACED ABUTTING STRUCTURES, FOUNDATIONS OR EXISTING SIDEWALKS, A BOND BREAKER CONSISTING OF 1" P.J.F. AND ELASTOMERIC JOINT SEALANT SHALL BE USED FULL

DEPTH UNLESS OTHERWISE NOTED.

7. MAXIMUM CONTRACTION JOINT SPACING ON CONCRETE CURB AND GUTTER OR CONCRETE GUTTER

SHALL NOT EXCEED 25'.

8. HOT-MIX ASPHALT PAVEMENT PATCHING, IF REQUIRED, SHALL BE IN ACCORDANCE WITH SECTION 442

OF THE STANDARD SPECIFICATIONS.

9. CONTRACTOR SHALL COORDINATE EQUIPMENT PADS WITH EQUIPMENT MANUFACTURERS.

10. ALL AGGREGATE BASE COURSE SHALL BE COMPACTED TO 98% STANDARD PROCTOR DENSITY.

11. ALL AGGREGATE BASE AREAS TO BE PAVED (PAVEMENT, SIDEWALK, CURB, OR STRUCTURES) SHALL

BE PROOF-ROLLED WITH SEVERAL PASSES OF A FULLY LOADED DUMP TRUCK. CONTRACTOR SHALL

NOTIFY THE OWNER AND/OR ENGINEER 24 HOURS PRIOR TO PROOF ROLL AND SHALL MAKE ALL

CORRECTIONS TO PROVIDE A SATISFACTORY SUBGRADE.

12. CONTRACTOR SHALL CAREFULLY REVIEW AND FULLY UNDERSTAND ALL LAYOUT DRAWINGS AND DATA

PRIOR TO COMMENCING ANY FIELD STAKING OPERATIONS AND BRING ANY QUESTIONS TO THE

IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT. COMMENCEMENT OF STAKING OPERATIONS

IMPLIES ACCEPTANCE OF AND AGREEMENT WITH THOSE LAYOUT DRAWINGS AND DATA.

13. ELECTRONIC FILE CAN BE PROVIDED TO CONTRACTOR FOR STAKING IF REQUESTED.

14. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT 48 HOURS PRIOR TO COMPLETION OF STAKING

OPERATIONS SO THAT A SITE VISIT CAN BE ARRANGED FOR REVIEW OF THE COMPLETED LAYOUT PRIOR TO CONSTRUCTION. MINOR MODIFICATIONS AS A RESULT OF THE ON-SITE REVIEW SHALL BE

INCLUDED IN THE CONTRACTOR'S WORK AND BID.

HATCH LEGEND

http://www.f-w.com jheck IL License - Dated 8.31.2025

1/2'' W

2'' SA

489.4ME

489.2ME

488.9ME

489.24TW

489.43TW

489.60TW

489.60TW

489.50TW

489.40TW

489.26TW

489.30TW

489.53TW

488.5ME

10'~1/2" COPPER SERVICE, TYPE K.

FOR CONNECTION TO PROPOSED

ADA DRINKING FOUNTAIN

0.

0.

SF SF

SF

SF

SF

SF

SF

SF

SILT FENCE

3/4" WATER SERVICE CONNECTION

INCLUDING VALVE.

TEMPORARY CONCRETE

WASHOUT

0.

489.23TW

489.35TW

489.42TW

489.31TW

489.61TW

489.66TW 489.56TW

489.55TW

489.12TW489.25TW489.34TW489.34TW

489.20TW

489.19TW

489.18TW

489.63TW

488.4ME

488.1ME

488.5ME

489.3ME

488.7ME

489.9ME 489.9ME 489.9ME 489.8ME

489.7ME

489.6ME

489.5ME

489.4ME

489.53TW489.44TW

489.46TW

489.29TW

489.30TW

489.2ME

489.1ME

488.8ME

489.40TW

U.S. SURVEY FEET

5 10 20

2 SCALE:

SITE GRADING AND UTILITY PLAN

1"=10' NORTH

GENERAL GRADING NOTES

1. ALL SLOPES ARE TO BE GRADED AT 3:1 OR FLATTER UNLESS OTHERWISE NOTED HEREON.

2. THE PROPOSED CONTOURS AND ELEVATIONS INDICATE FINISHED SURFACE GRADE.

3. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO ADJACENT PROPERTIES DURING CONSTRUCTION. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO ADJACENT PROPERTIES OCCURRING DURING CONSTRUCTION OF THIS PROJECT. NO WORK SHALL BE PERFORMED OUTSIDE THE PROJECT BOUNDARY WITHOUT PROPER AGREEMENTS WITH THE

AFFECTED PROPERTY OWNERS. THE GENERAL CONTRACTOR SHALL BE SOLELY AND COMPLETELY

RESPONSIBLE FOR JOB SITE CONDITIONS, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY DURING CONSTRUCTION. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND IS NOT LIMITED TO

NORMAL WORKING HOURS.

4. THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES SHOWN HEREON IS BASED ON UTILITY COMPANY RECORDS, AND WHERE POSSIBLE, FIELD MEASUREMENTS. THE CONTRACTOR SHALL NOT RELY

UPON THIS INFORMATION AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL CALL THE

APPROPRIATE UTILITY COMPANY AT LEAST 3 DAYS BUT NOT MORE THAN 10 DAYS PRIOR TO ANY EXCAVATION AND REQUEST FIELD VERIFICATION OF UTILITY LOCATIONS. THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES TO REMAIN. THE CONTRACTOR SHALL REPAIR OR REPLACE

ANY DAMAGED UTILITIES ACCORDING TO LOCAL CODES AT THE CONTRACTORS EXPENSE.

5. EARTHWORK QUANTITIES PROVIDED DO NOT ACCOUNT FOR SHRINKAGE. QUANTITIES ARE FROM EXISTING GRADE TO FINISHED GRADE. QUANTITIES ARE ASSUMED TO BE APPROXIMATE DUE TO THE LIMITED SURVEY DATA AVAILABLE WITHIN THE EXISTING SITE AT THE TIME OF THE DESIGN. ONCE CONTRACTOR HAS VERIFIED EXISTING GRADES, ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF REPRESENTATIVE OR

ENGINEER BEFORE PROCEEDING WITH ANY FURTHER WORK.

6. THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL EROSION AND SILTATION INCLUDING BUT NOT LIMITED TO SILTATION FABRIC FENCES. EROSION CONTROL SHALL COMMENCE WITH GRADING AND BE MAINTAINED THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITIES INCLUDE ALL DESIGN AND IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY AT THE OPTION DIRECT THE CONTRACTOR IN HIS METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN NEW OR EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS

CLEANED TO THE SATISFACTION OF THE OWNER.

7. CONTRACTOR TO REMOVE AND REPLACE UNSUITABLE MATERIAL IN SOFT SPOTS AS NEEDED UNDER

PROPOSED AGGREGATE SECTION.

8. CONTRACTOR TO COORDINATE WITH OWNER FOR PLACEMENT OF EXCESS FILL ON SITE.

200 TW

200 ME

CONTOUR LINE MAJOR

CONTOUR LINE MINOR

MATCH EXISTING ELEV. SPOT GRADE

TOP OF WALK SPOT GRADE

EXISTING PROPOSED

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

FIELD BOOK NO.:

SITE GRADING AND

UTILITY PLAN

C1.2

MLG

MLG

JSE

PROJECT:

DATE:

PROJECT NO.:

Illinois Dept. Of Natural Resources

IDNR WSRC EAST

TRAP LINE PAVILION

World Shooting & Recreation Complex Sparta, Illinois IDNR # 4-23-042 (DCEO Grant # 20-203049)

09/03/2024

0181761.22

NOT FOR CONSTRUCTION

100% CD SET

GROUP

www.f-w.com Engineers | Architects | Surveyors | Scientists

20 ALLEN AVENUE, SUITE 200

ST LOUIS, MISSOURI 63119

(314) 962-7900 / info@f-w.com

DESCRIPTION:DATE:#

ISSUE:

http://www.f-w.com

VARIES

CONCRETE SIDEWALK SECTION

5" 4"

CONTRACTION JOINT (CJ) EXPANSION JOINT (EJ)

(C J)

(E J)

(C J)

(C J)

(C J)

PLAN VIEW AND LABELS

NOTES:

1. PROVIDE EXPANSION JOINTS AT A MAXIMUM DISTANCE OF 30'.

2. PROVIDE EXPANSION JOINTS @ INTERSECTIONS WITH

STRUCTURES AND ABRUPT CHANGES.

3. PROVIDE CONTRACTION JOINTS AS SHOWN.

4"

1'-0" 4"

4"

EXPANSION JOINT CONTRACTION JOINT

2" X 11

2" TOOLED JOINT

2" SMOOTH DOWEL @

2'-0" O.C. (GREASED)

2" EXPANSION JOINT FILLER

2" EXP. JOINT WITH SEALANT

AND BACKER ROD

FINISH GRADE

P.C.C. CONCRETE WALK OVER

COMPACTED CA6 AGGREGATE

COMPACTED SUBGRADE

BROOM FINISH

COMPACTED SUBGRADE

5" 4"

CONCRETE COURT PAVEMENT

W/THICKENED EDGE

CA6 AGGREGATE BASE

1'-0"

1' -0

4" RADIUS EDGE

COMPACTED SUB-GRADE

7 OZ,NON-WOVEN

GEOTEXTILE FABRIC

ADJACENT CONCRETE

PAVEMENT

8'-0"

1' -0

1' -9

1'-0"

1 2"

4"

1 2"

5"

1'-2"

NOTES:

1. NATURAL LIMESTONE WALL BLOCK: 10.5" TALL X 12" WIDE X 24"-30" LONG.

BUFF COLOR. ROUGH FRONT AND BACK FACES WITH SAWN TOP AND

BOTTOM. TAPERED END FOR RADIUS. CONTRACTOR SHALL PROVIDE

REPRESENTATIVE PHOTOS TO LANDSCAPE ARCHITECT FOR APPROVAL

2. NATURAL LIMESTONE WALL CAP: 5" TALL X 14" WIDE X 36" LONG. BUFF

COLOR. ROUGH FRONT AND BACK FACES WITH SAWN TOP AND BOTTOM.

TAPERED END FOR RADIUS. CONTRACTOR SHALL PROVIDE REPRESENTATIVE

PHOTOS TO LANDSCAPE ARCHITECT FOR APPROVAL

3. APPLY HIGH TEMPERATURE RATED OUTDOOR FIREPLACE BLOCK ADHESIVE

BETWEEN ALL LAYERS OF STONE BLOCKS AND CAPS

4. FIELD CUT ALL STONE AS NECESSARY TO ACHIEVE RADIUS AND A MAXIMUM

1" GAP BETWEEN STONES

COMPACTED CA-7

AGGREGATE BASE

5"

NATURAL STONE WALL

BLOCK, FIELD CUT AS

NECESSARY, SEE NOTE 1

NATURAL STONE WALL

CAP, FIELD CUT AS

NECESSARY, SEE NOTE 2

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

FIELD BOOK NO.:

SITE DETAILS

C2.1

LMS

LMS

BAB

PROJECT:

DATE:

PROJECT NO.:

Illinois Dept. Of Natural Resources

IDNR WSRC EAST

TRAP LINE PAVILION

World Shooting & Recreation Complex Sparta, Illinois IDNR # 4-23-042 (DCEO Grant # 20-203049)

09/03/2024

0181761.22

NOT FOR CONSTRUCTION

100% CD SET

GROUP

www.f-w.com Engineers | Architects | Surveyors | Scientists

20 ALLEN AVENUE, SUITE 200

ST LOUIS, MISSOURI 63119

(314) 962-7900 / info@f-w.com

DESCRIPTION:DATE:#

ISSUE:

1 SCALE:

5" CONCRETE PAVEMENT

NOT TO SCALE

2 SCALE:

THICKENED CONCRETE EDGE @ PAVILLION

NOT TO SCALE

5 SCALE:

NATURAL STONE BENCH FIRE PIT

NOT TO SCALE

BOTTOM OF PIPE

1. FOR PVC PIPE - BEDDING SHALL

BE 3/4" MINUS

FOR V.C.P., R.C.P. AND D.I.P - BEDDING

UNDISTURBED DRY EARTH

ROCK OR UNSTABLE SUBGRADE

TRENCHES BEHIND CURBS SHALL BE BACKFILLED WITH ROCK TO WITHIN 12" OF SURFACE.

REMAINING TRENCH SHALL BE FILLED w/6" CLEAN TOPSOIL ON 6" CLEAN EARTH BACKFILL.

BACKFILL IN TRENCHES WHICH ARE NOT IN AREAS OF (OR NOT WITHIN TWO FEET OF)

PAVING SHALL CONSIST OF SELECTED JOB-EXCAVATED EARTH THOROUGHLY COMPACTED

BY WATER JETTING OR WITH SUITABLE MECHANICAL TAMPERS.

BOTTOM OF PIPE

1. FOR PVC PIPE - BEDDING SHALL

BE 3/4" MINUS

FOR V.C.P., R.C.P. AND D.I.P - BEDDING

SHALL BE 1" MINUS

UNDISTURBED DRY EARTH

ROCK OR UNSTABLE SUBGRADE

TRENCHES BEHIND CURBS SHALL BE BACKFILLED WITH ROCK TO WITHIN 12" OF SURFACE.

REMAINING TRENCH SHALL BE FILLED w/6" CLEAN TOPSOIL ON 6" CLEAN EARTH BACKFILL.

BACKFILL IN TRENCHES WHICH ARE NOT IN AREAS OF (OR NOT WITHIN TWO FEET OF)

PAVING SHALL CONSIST OF SELECTED JOB-EXCAVATED EARTH THOROUGHLY COMPACTED

BY WATER JETTING OR WITH SUITABLE MECHANICAL TAMPERS.

NEW ASPHALTIC CONCRETE PAVEMENT

IN AREAS OF PROPOSED

PAVEMENT ( AND WHEN TRENCH

WALL IS WITHIN TWO FEET

BEHIND A PROPOSED CURB)

BACKFILL ALL TRENCHES AND

EXCAVATION WITH 3/4" MINUS CRUSHED

90% OR GREATER OF RELATIVE DRY

DENSITY PER ASTM D 2049

NEW COMPACTED CRUSHED

LIMESTONE HAUNCHING

(SAME SIZE AS BEDDING)

PAYLINE WIDTH = MAX.

TRENCH WIDTH AT TOP

OF PIPE (REFER TO

TABLE BELOW)

LIMESTONE COMPACT TO

90% OR GREATER OF RELATIVE DRY

DENSITY PER ASTM D 2049

SCALE:

UTILITY TRENCH

Not To Scale4

M

IN

6" (MIN DEPTH)

6"

<1% SLOPE IN FRONT

OF BARRIER, 5' MIN

WIRE MESH

FABRIC

TRENCH TO BE BACKFILLED AND COMPACTED

BURY 1' OF FABRIC

ALONG BOTTOM AND

EDGE OF TRENCH

WRAP

GEOTEXTILE

AROUND STAKES

BEFORE DRIVING

FLOW

6" MIN TRENCH

NO SLOPE

LEVEL CONTOUR

10' MAX (5' MAX IF SLICING

METHOD USED FOR INSTALATION)

2" x 2"

CONSTRUCTION

GRADE LUMBER,

4' LONG

FASTEN WITH 3 -

50 LB DIAGONAL

CABLE TIES

WITHIN TOP 8" OF

FABRIC

ELEVATION

SECTION

JOINING SECTIONS

OF SILT FENCE

WOVEN FABRIC

(MIRAFI 100X OR

EQUAL) OVER

WIRE MESH (9

GUAGE, 6x6

MESH)

3 SCALE:

SILT FENCE

Not To Scale

NOTE: IF FABRIC IS INSTALLED BY EQUIPMENT DESIGNED TO SLICE INTO THE GROUND,

THE TRENCH IS NOT NEEDED.

http://www.f-w.com

FOUNTAINS,

10" I.D.

ATTACHED PET FOUNDATION

ON OPPOSITE SIDE AS

SHOWN BELOW (TOP VIEW)

2", 3", OR 4" OPEN HUB DRAIN IF

POSSIBLE OR RIGID CONNECTION

TOP VIEW

BY OTHERS

OPTIONAL INTERNAL

SURFACE CARRIER6"

" H

.C . H

EI

G

H T

4"

1/2" X 12" ZINC

PLATED ROD

8 1/2"

18"

5"

3/

4"

3/8" NYLON REINFORCED

NYLONBRAID TUBING W/ 1/2" MIP

(WATER SUPPLY)

4-STAINLESS STEEL

1/4-20 SS TORX

BOLT W/ PIN

ACCESS

DOOR

1 1/2" PVC

M.D.F.

NOTES:

1. MEETS ADA REGULATIONS.

2. OPTIONAL STAINLESS STEEL SURFACE CARRIER RECOMMENDED.

3. SHOWN WITH OPTIONAL 10 STAINLESS STEEL SURFACE CARRIER, ATTACHED PET FOUNTAIN.

4. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

5. DO NOT SCALE DRAWING.

6. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS

FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION.

7. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY

THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.

8. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER

REFERENCE NUMBER 3354-1.51.

PET FOUNTAIN

WATER

2", 3" OR 4" OPEN HUB DRAIN

M.D.F.

AIR GAP

1 12"PVC DRAIN PER MANUFACTURER

PAVED SURFACE SLOPED

AWAY TOWARDS TURF

SLOPE AWAY

4" X 2" REDUCER CONNECTION TO

DRAIN LINE

4" PVC RISER

2" PVC DRAIN LINE, 1% MIN. SLOPE

SEE PLANS FOR LOCATION

DRINKING FOUNTAIN (SEE DETAIL

7/THIS SHEET)

DRY WELL SYSTEM WITH PVC RISER

ACCESS (SEE DETAIL 6/THIS SHEET)

FILTER FABRIC WRAP PER

MANUFACTURER'S RECOMMENDATIONS

1'-0"

6"

WATER SERVICE LINE

ACCESS GRATE

FINISHED GRADE

NOTES:

1. MUST BE INSTALLED 10' AWAY FROM STRUCTUREOR FOUNDATION.

2. FWAS24 KIT DOES NOT COME WITH FWPB24 BTM.

3. REFERENCE FLO-WELL CALCULATOR ON NDSPRO.COM

4. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

5. DO NOT SCALE DRAWING.

6. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN

PROFESSIONALS FOR PLANNING PURPOSES ONLY.

7. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED

BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.

FLO-WELL INSTALLATION DETAIL - LOAD CLASS "A" & "B" - GRAVEL INSTALLATION DETAIL

FLO-WELL DRY WELL SYSTEM

FWAS24C 24" DIA. FLOW WELL COVER.

4" SCH 40 COUPLING

4" NDS GRATES OR APPLICABLE

IN LINE LOW PROFILE ADAPTERS.

4" SCH 40 PIPE CUT TO LENGTH PER

DEPTH OF FLO-WELL

4" PVC INLET W/ 1% MIN. SLOPE.

FWFF67 POROUS FILTER

FABRIC WRAP.

1" DIA. PERCOLATION HOLE

KNOCK OUTS SCORE AND

KNOCK OUT ALL HOLES

BEFORE WRAPPING THE

FLOW WELL WITH

LANDSCAPE FABRIC.

3/4" TO 1 1/2" CLEAN GRAVEL

BACKFILL RECOMMENDED.

FWSPS3 (3) FLOW WELL SIDE PANELS.

FWBP24 24" DIA. FLOW WELL BOTTOM.

4" DIA. DRAINAGE CONNECTION

HOLES. UTILIZE HOLES AS NEEDED

FOR INLETS AND OUTLETS.

FINISHED GRADE

8" M

IN

3'- 2"

M

IN

6" M

IN

1'-0" MIN.

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

FIELD BOOK NO.:

SITE DETAILS

C2.2

JLH

JLH

BAB

PROJECT:

DATE:

PROJECT NO.:

Illinois Dept. Of Natural Resources

IDNR WSRC EAST

TRAP LINE PAVILION

World Shooting & Recreation Complex Sparta, Illinois IDNR # 4-23-042 (DCEO Grant # 20-203049)

09/03/2024

0181761.22

NOT FOR CONSTRUCTION

100% CD SET

GROUP

www.f-w.com Engineers | Architects | Surveyors | Scientists

20 ALLEN AVENUE, SUITE 200

ST LOUIS, MISSOURI 63119

(314) 962-7900 / info@f-w.com

DESCRIPTION:DATE:#

ISSUE:

PAINTED (ADA WHITE),

HANDICAPPED SYMBOL

"HANDICAPPED PARKING ONLY"

SIGN (CHECK W/ LOCAL CODES

FOR SPECIFICATIONS)

ONE TO BE MARKED AS VAN

ACCESSIBLE

BY LOCAL CODE

OR AS REQUIRED

PER LOT.

(2 STALLS MIN.)

CURBING OR

WHEEL STOPYELLOW

STRIPING

( AS REQUIRED BY

CODE)

( AS REQUIRED BY

CODE)

WHITE

STRIPING

4 SCALE:

HANDICAP PAINTED STRIPING

Not To Scale

( AS REQUIRED BY

CODE)

( AS REQUIRED BY

CODE)

( AS REQUIRED BY

CODE)

( AS REQUIRED BY

CODE)

( AS REQUIRED BY

CODE)

( AS REQUIRED BY

CODE)

3 SCALE:

PAINTED STRIPING

Not To Scale

WHITE CROSSWALK LINE (6"WIDE)

VARIES SEE PLAN

12" WIDE WHITE

STRIPES AT

36" CENTERS

WHITE STOP LINE (24" WIDE)

DIVIDED ROADWAYS AND NO-PASSING

YELLOW-LEFT EDGE ON MULTILANE

WHITE PARKING SPACE LINE (4"WIDE)

BROKEN WHITE LANE LINE (4"WIDE)

BROKEN YELLOW CENTER LINES (4"WIDE)

WHITE CHANNELIZATION LINE (4" WIDE)

WHITE CHANNELIZATION LINE (8"WIDE)6"

W

ID

E

W H

IT

E

ST

R

IP

E

VA

R

IE

S

SE

E

PL

AN

LINE AND RAMPS (4" WIDE)

$ 250FINE

SIGN REQUIRING "$ 250 FINE"

R7-1101

R7-8

RESERVED

PARKING

ACCESSIBLE

VAN ACCESSIBLE

R7-8P

SIGN SHALL BE

MOUNTED 5'

ABOVE GRADE TO

THE LOWEST

PORTION OF THE

SIGN

VAN

1 SCALE:

HANDICAP PARKING ONLY SIGN

Not To Scale

MOUNT BELOW R7-A WHERE

REQUIRED BY LOCAL AUTHORITIES

MOUNT BELOW R7-A WHERE

INDICATED

2 LBS. PER FT.

CHANNEL STEEL

GRADE

NOTE :

SIGN TO BE WITHIN 5' OF

PARKING STALL AND TO FACE

PARKING STALL

SEE DETAIL

14 THIS

SHEET FOR

SIGN FACES

VAN

ACCESSIBLE

OR FINE SIGN

FINE FACE, WHEN PANEL

ABOVE IS VAN

ACCESSIBLE

PAINT WHITE

7"

3"

7"

6"

9" DIA.

" D

IA

SCALE:

HANDICAP PARKING PAINTED SYMBOL

Not To Scale

7 SCALE:

ADA DRINKING FOUNTAIN (FOR REFERENCE ONLY)

NOT TO SCALE

5 SCALE:

FOUNTAIN DRAIN TO SUMP

NOT TO SCALE

6 SCALE:

DRY WELL SYSTEM (FOR REFERENCE ONLY)

NOT TO SCALE

http://www.f-w.com

IDNR - WSRC - New Pavilion 312323 - 1 Fill SECTION 312323

FILL

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Filling, backfilling, and compacting for footings, slabs-on-grade, and paving.

B. Backfilling and compacting for utilities outside the building to utility main connections.

C. Filling holes, pits, and excavations generated as a result of removal (demolition) operations.

1.02 RELATED REQUIREMENTS

A. Section 312200 - Grading: Site grading.

B. Section 312316 - Excavation: Removal and handling of soil to be re-used.

C. Section 329119 - Landscape Grading.

1.03 DEFINITIONS

A. Finish Grade Elevations: Indicated on drawings.

B. Subgrade Elevations: Indicated on drawings.

1.04 REFERENCE STANDARDS

A. AASHTO M 147 - Standard Specification for Materials for Aggregate and Soil-Aggregate Subbase, Base, and Surface Courses; 2017 (Reapproved 2021).

B. AASHTO T 180 - Standard Method of Test for Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop; 2022, with Errata .

C. ASTM D698 - Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3 (600 kN-m/m3)); 2012 (Reapproved 2021).

D. ASTM D1556/D1556M - Standard Test Method for Density and Unit Weight of Soil in Place by Sand-Cone Method; 2015, with Editorial Revision (2016).

E. ASTM D1557 - Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3 (2,700 kN-m/m3)); 2012 (Reapproved 2021).

F. ASTM D2167 - Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber Balloon Method; 2015.

G. ASTM D2487 - Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System); 2017, with Editorial Revision (2020).

H. ASTM D4318 - Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils; 2017, with Editorial Revision (2018).

I. ASTM D6938 - Standard Test Methods for In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods (Shallow Depth); 2023.

1.05 SUBMITTALS

A. See Section 013000 - Administrative Requirements, for submittal procedures.

B. Materials Sources: Submit name of imported materials source.

C. Fill Composition Test Reports: Results of laboratory tests on proposed and actual materials used, including manufactured fill.

D. Compaction Density Test Reports.

1.06 DELIVERY, STORAGE, AND HANDLING

A. When necessary, store materials on site in advance of need.

B. When fill materials need to be stored on site, locate stockpiles where indicated.

1. Separate differing materials with dividers or stockpile separately to prevent intermixing.

2. Prevent contamination.

3. Protect stockpiles from erosion and deterioration of materials.

PART 2 PRODUCTS

2.01 FILL MATERIALS

A. General Fill - Fill Type A: Subsoil excavated on-site.

1. Graded.

2. Free of lumps larger than 3 inches (75 mm), rocks larger than 2 inches (50 mm), and debris.

3. Complying with ASTM D2487 Group Symbol CL, ML, or CL/ML.

4. Liquid limit: Less than 45.

B. Topsoil: See Section 329119.

2.02 SOURCE QUALITY CONTROL

A. See Section 014000 - Quality Requirements, for general requirements for testing and analysis of soil material.

B. Where fill materials are specified by reference to a specific standard, test and analyze samples for compliance before delivery to site.

C. If tests indicate materials do not meet specified requirements, change material and retest.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that survey bench marks and intended elevations for the Work are as indicated.

B. Identify required lines, levels, contours, and datum locations.

C. Verify areas to be filled are not compromised with surface or ground water.

3.02 PREPARATION

A. Scarify and proof roll subgrade surface to a depth of 6 inches (150 mm) to identify soft spots.

B. Cut out soft areas of subgrade not capable of compaction in place. Backfill with general fill.

C. Compact subgrade to density equal to or greater than requirements for subsequent fill material.

D. Until ready to fill, maintain excavations and prevent loose soil from falling into excavation.

3.03 FILLING

A. Fill to contours and elevations indicated using unfrozen materials.

B. Employ a placement method that does not disturb or damage other work.

C. Systematically fill to allow maximum time for natural settlement. Do not fill over porous, wet, frozen or spongy subgrade surfaces.

D. Maintain optimum moisture content of fill materials to attain required compaction density.

E. Granular Fill: Place and compact materials in equal continuous layers not exceeding 8 inches (200 mm) compacted depth.

F. Soil Fill: Place and compact material in equal continuous layers not exceeding 8 inches (200 mm) compacted depth.

G. Slope grade away from building minimum 2 inches in 10 feet (50 mm in 3 m), unless noted otherwise. Make gradual grade changes. Blend slope into level areas.

H. Correct areas that are over-excavated.

1. Other areas: Use general fill, flush to required elevation, compacted to minimum 97 percent of maximum dry density.

I. Compaction Density Unless Otherwise Specified or Indicated:

1. Under paving, slabs-on-grade, and similar construction: 95 percent of maximum dry density.

J. Reshape and re-compact fills subjected to vehicular traffic.

K. Maintain temporary means and methods, as required, to remove all water while fill is being placed as required, or until directed by the Architect. Remove and replace soils deemed unsuitable by classification and which are excessively moist due to lack of dewatering or surface water control.

3.04 FILL AT SPECIFIC LOCATIONS

A. Use general fill unless otherwise specified or indicated.

B. Under Interior Slabs-On-Grade:

1. Use granular fill.

2. Compact to 95 percent of maximum dry density.

C. Over Buried Utility Piping, Conduits, and Duct Bank in Trenches:

1. Bedding: Use general fill.

2. Cover with general fill in landscape areas and granular fill under pavements.

3. Compact in maximum 8 inch (200 mm) lifts to 95 percent of maximum dry density.

D. At Lawn Areas:

1. Use general fill.

2. Fill up to 6 inches (150 mm) below finish grade elevations.

3. Compact to 95 percent of maximum dry density.

4. See Section 329119 for topsoil placement.

3.05 TOLERANCES

A. Top Surface of General Filling: Plus or minus 1 inch (25 mm) from required elevations.

B. Top Surface of Filling Under Paved Areas: Plus or minus 1 inch (25 mm) from required elevations.

3.06 FIELD QUALITY CONTROL

A. See Section 014000 - Quality Requirements, for general requirements for field inspection and testing.

B. Soil Fill Materials:

1. Perform compaction density testing on compacted fill in accordance with ASTM D1556, ASTM D2167, or ASTM D6938.

2. Evaluate results in relation to compaction curve determined by testing uncompacted material in accordance with ASTM D698 ("standard Proctor"), ASTM D1557 ("modified

Proctor"), or AASHTO T 180.

3. If tests indicate work does not meet specified requirements, remove work, replace and retest.

4. Frequency of Tests: ________.

3.07 CLEANING

A. See Section 017419 - Construction Waste Management and Disposal, for additional requirements.

B. Remove unused stockpiled materials, leave area in a clean and neat condition. Grade stockpile area to prevent standing surface water.

END OF SECTION

IDNR - WSRC - New Pavilion 312200 - 1 Grading SECTION 312200

GRADING

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Rough grading.

B. Fine grading.

1.02 RELATED REQUIREMENTS

A. Section 311000 - Site Clearing.

B. Section 312316 - Excavation.

C. Section 312323 - Fill.

PART 3 EXECUTION

2.01 EXAMINATION

A. Verify survey bench mark and intended elevations for grading areas are as indicated.

B. Verify the absence of standing or ponding water.

2.02 PREPARATION

A. Identify required lines, levels, contours, and datum.

B. Stake and flag locations of known utilities.

C. Provide temporary means and methods to remove standing or ponding water from areas prior to grading.

D. Protect site features to remain, including but not limited to bench marks, survey control points, and fences.

E. Remove topsoil in accordance with Section 311000.

F. Excavate materials in accordance with Section 312316.

G. Fill and backfill in accordance with Section 312323.

2.03 ROUGH GRADING

A. Excavate and fill subgrade material to elevations indicated on plans.

B. Remove and replace unsuitable materials as specified fill.

C. See Section 312316 for stockpiling procedures.

2.04 FINE GRADING

A. Scrape and spread subgrade material uniformly smooth and without disruptions as indicated on drawings.

B. Slopes: Transition smoothly to adjacent areas.

C. See Section 312323 for final compaction.

2.05 TOLERANCES

A. Top Surface: Plus or minus 1/2 inch (13 mm).

2.06 CLEANING

A. Leave site clean and raked, ready to receive work.

END OF SECTION

IDNR - WSRC - New Pavilion 312316 - 1 Excavation SECTION 312316

EXCAVATION

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Excavating for footings, slabs-on-grade, paving, site structures, and site utilities.

B. Trenching for utilities outside the building to utility main connections.

1.02 RELATED REQUIREMENTS

A. Section 015713 - Temporary Erosion and Sediment Control: Slope protection and erosion control.

B. Section 312200 - Grading: Grading.

C. Section 312323 - Fill: Fill materials, backfilling, and compacting.

PART 2 PRODUCTS

2.01 MATERIALS

A. Bedding and Fill to Correct Over-Excavation:

1. See Section 312323 for bedding and corrective fill materials at general excavations.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that survey bench mark and intended elevations for the work are as indicated.

3.02 PREPARATION

A. Identify required lines, levels, contours, and datum locations.

B. Locate, identify, and protect utilities that remain and protect from damage.

C. Protect bench marks, survey control points, existing structures, fences, sidewalks, paving, and curbs from excavating equipment and vehicular traffic.

D. Protect plants, lawns, rock outcroppings, and other features to remain.

E. Grade top perimeter of excavation to prevent surface water from draining into excavation. Provide temporary means and methods, as required, to maintain surface water diversion until no longer needed, or as directed by Architect.

3.03 EXCAVATING

A. Excavate to accommodate new structures and construction operations.

1. Excavate to the specified elevations.

2. Excavate to the length and width required to safely install, adjust, and remove any forms, bracing, or supports necessary for the installation of the work.

3. Cut utility trenches wide enough to allow inspection of installed utilities.

B. Notify Architect of unexpected subsurface conditions and discontinue affected Work in area until notified to resume work.

C. Do not interfere with 45 degree bearing splay of foundations.

D. Provide temporary means and methods, as required, to remove all water from excavations until directed by Architect. Remove and replace soils deemed suitable by classification and which are excessively moist due to lack of dewatering or surface water control.

3.04 SUBGRADE PREPARATION

A. See Section 312323 for subgrade preparation at general excavations.

3.05 FILLING AND BACKFILLING

A. Do not fill or backfill until all debris, water, unsatisfactory soil materials, obstructions, and deleterious materials have been removed from excavation.

B. See Section 312323 for fill, backfill, and compaction requirements at general excavations.

C. See Section 312200 for rough and fine grading.

3.06 REPAIR

A. Correct areas that are over-excavated and load-bearing surfaces that are disturbed; see Section 312323.

3.07 CLEANING

A. Stockpile excavated material to be re-used in area designated on site in accordance with Section 312200.

B. Remove excavated material that is unsuitable for re-use from site.

3.08 PROTECTION

A. Divert surface flow from rains or water discharges from the excavation.

B. Prevent displacement of banks and keep loose soil from falling into excavation; maintain soil stability.

C. Protect open excavations from rainfall, runoff, freezing groundwater, or excessive drying so as to maintain foundation subgrade in satisfactory, undisturbed condition.

D. Protect bottom of excavations and soil adjacent to and beneath foundation from freezing.

E. Keep excavations free of standing water and completely free of water during concrete placement.

END OF SECTION

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

FIELD BOOK NO.:

SPEC DIVISION 31

C3.1

MLG

MLG

JSE

PROJECT:

DATE:

PROJECT NO.:

Illinois Dept. Of Natural Resources

IDNR WSRC EAST

TRAP LINE PAVILION

World Shooting & Recreation Complex Sparta, Illinois IDNR # 4-23-042 (DCEO Grant # 20-203049)

09/03/2024

0181761.22

NOT FOR CONSTRUCTION

100% CD SET

GROUP

www.f-w.com Engineers | Architects | Surveyors | Scientists

20 ALLEN AVENUE, SUITE 200

ST LOUIS, MISSOURI 63119

(314) 962-7900 / info@f-w.com

DESCRIPTION:DATE:#

ISSUE:

http://www.f-w.com

DRAWN:

SHEET TITLE:

SHEET NUMBER:

FIELD BOOK NO.:

SPEC DIVISION 32

C3.2

MLG

MLG

JSE

PROJECT:

DATE:

PROJECT NO.:

Illinois Dept. Of Natural Resources

IDNR WSRC EAST

TRAP LINE PAVILION

World Shooting & Recreation Complex Sparta, Illinois IDNR # 4-23-042 (DCEO Grant # 20-203049)

09/03/2024

0181761.22

NOT FOR CONSTRUCTION

100% CD SET

GROUP

www.f-w.com Engineers | Architects | Surveyors | Scientists

20 ALLEN AVENUE, SUITE 200

ST LOUIS, MISSOURI 63119

(314) 962-7900 / info@f-w.com

DESCRIPTION:DATE:#

ISSUE:

IDNR - WSRC - New Pavilion 321313 - 1 Concrete Paving SECTION 321313

CONCRETE PAVING

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Concrete sidewalks, integral curbs, and gutters.

1.02 RELATED REQUIREMENTS

A. Section 032000 - Concrete Reinforcing.

B. Section 312200 - Grading: Preparation of site for paving and base and preparation of subsoil at pavement perimeter for planting.

C. Section 312323 - Fill: Compacted subbase for paving.

1.03 REFERENCE STANDARDS

A. ACI PRC-305 - Guide to Hot Weather Concreting; 2020.

B. ACI PRC-306 - Guide to Cold Weather Concreting; 2016.

C. ASTM C39/C39M - Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; 2023.

PART 2 PRODUCTS

2.01 PAVING ASSEMBLIES

A. Concrete Sidewalks and Median Barrier: 3,000 psi (20.7 MPa) 28 day concrete, 5 inches (100 mm) thick, buff color Portland cement, exposed aggregate finish.

2.02 REINFORCEMENT

A. Reinforcing Steel and Welded Wire Reinforcement: Types specified in Section 032000.

2.03 CONCRETE MATERIALS

A. Obtain cementitious materials from same source throughout.

B. Concrete Materials: Provide in accordance with State of Illinois Highways standards.

2.04 ACCESSORIES

A. Slab Isolation Joint Filler: 1/2 inch (13 mm) thick, height equal to slab thickness, with removable top section that will form 1/2 inch (13 mm) deep sealant pocket after removal.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify compacted subgrade is acceptable and ready to support paving and imposed loads.

B. Verify gradients and elevations of base are correct.

3.02 SUBBASE

A. Prepare subbase in accordance with State of Illinois Highways standards.

3.03 PREPARATION

A. Moisten base to minimize absorption of water from fresh concrete.

B. Coat surfaces of manhole frames with oil to prevent bond with concrete pavement.

3.04 FORMING

A. Place and secure forms to correct location, dimension, profile, and gradient.

3.05 REINFORCEMENT

A. Place reinforcement as indicated.

3.06 COLD AND HOT WEATHER CONCRETING

A. Follow recommendations of ACI PRC-305 when concreting during hot weather.

B. Follow recommendations of ACI PRC-306 when concreting during cold weather.

C. Do not place concrete when base surface temperature is less than 40 degrees F (4 degrees C), or surface is wet or frozen.

3.07 PLACING CONCRETE

A. Coordinate installation of snow melting components.

B. Place concrete in accordance with State of Illinois Highways standards.

C. Place concrete using the slip form technique.

D. Ensure reinforcement, inserts, embedded parts, formed joints are not disturbed during concrete placement.

E. Apply surface retarder to all exposed surfaces in accordance with manufacturer's instructions.

3.08 JOINTS

A. Align curb, gutter, and sidewalk joints.

B. Place 3/8 inch (10 mm) wide expansion joints at 20 foot (6 m) intervals and to separate paving from vertical surfaces and other components and in pattern indicated.

C. Saw cut contraction joints 3/16 inch (5 mm) wide at an optimum time after finishing. Cut 1/3 into depth of slab.

3.09 FINISHING

A. Area Paving: Light broom, texture perpendicular to pavement direction.

B. Sidewalk Paving: Light broom, texture perpendicular to direction of travel with troweled and radiused edge 1/4 inch radius ( 6 mm radius).

C. Curbs and Gutters: Light broom, texture parallel to pavement direction.

3.10 TOLERANCES

A. Maximum Variation of Surface Flatness: 1/4 inch (6 mm) in 10 ft (3 m).

B. Maximum Variation From True Position: 1/4 inch (6 mm).

3.11 FIELD QUALITY CONTROL

A. An independent testing agency will perform field quality control tests, as specified in Section 014000 - Quality Requirements.

1. Provide free access to concrete operations at project site and cooperate with appointed firm.

B. Compressive Strength Tests: ASTM C39/C39M; for each test, mold and cure three concrete test cylinders.