part 3 drawings.pdf

PDF 5 MB Posted Oct 27, 2025

Attached to: CONSTRUCTION OF WHIPPLE CREEK INLINE STORAGE PROJECT
Solicitation number: 2025-00011
Issued by: Adams County, Illinois

About this file

Written by GovTribe AI · Oct 28, 2025

This is a set of construction plans for the Whipple Creek Inline Storage project for the City of Quincy, Illinois, prepared by Crawford, Murphy & Tilly, Inc. in October 2025. The project involves constructing two inline storage structures (Structure No. 1 and Structure No. 2) along the existing Whipple Creek Combined Sewer. The bid set includes detailed civil, structural, and site plans covering site access, erosion control, construction details, and structural specifications. The project will require demolishing sections of the existing 10' x 9' combined sewer, installing new concrete structures with access hatches and pipe connections, and modifying the existing sewer infrastructure.

The construction plans specify technical requirements for concrete work, reinforcement, waterstops, and construction joints, with a minimum 28-day concrete compressive strength of 4,500 PSI. The structures will include features such as lean concrete mats, epoxy-coated reinforcement bars, and precise detailing for pipe connections and wall reinforcements. The project documents indicate careful consideration of existing site conditions, including proximity to the Veterans Home and the need to maintain sewer functionality during construction. The bid set is prepared for competitive bidding, with detailed specifications to ensure precise construction methods and material requirements.

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File	Type	Posted
part 1 procurement contracting documents.pdf	PDF	Oct 27, 2025
part 2 technical specifications.pdf	PDF	Oct 27, 2025

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CONSTRUCTION PLANS FOR

WHIPPLE CREEK INLINE STORAGE

CITY OF QUINCY, ILLINOIS

OCTOBER 2025

CMT JOB NO.: 24006890.00

License No. 184-000613 © CMT, Inc. 2014

LeeWhiteside

DuPage DeKalb

Kane

Cook

Carroll Ogle

LakeBoone McHenryWinnebago Stephenson

Pulaski

Alexander

Massac

JohnsonUnion Pope Hardin

Williamson Saline GallatinJackson

Franklin

Perry Randolph

Hamilton White

Jefferson Washington

Monroe

Wabash

Ed w ar ds

WayneSt. Clair

Clinton Marion

Richland Lawrence Clay

Madison Bond

Jasper Crawford Effingham

Fayette

Jersey

CumberlandC alhoun

ClarkGreene Macoupin Montgomery

Shelby

Coles

Scott Moultrie Christian

Pike

Morgan Douglas

Edgar

Sangamon

Macon

Brown Cass

MenardAdams

Schuyler De Witt

Piatt

Logan Champaign

Mason

Vermilion

McDonough Hancock

Fulton Tazewell McLean

Woodford Peoria

Ford

Iroquois

Warren

H en de rs on

Livingston

Marshall

Knox

Stark Kankakee

PutnamMercer Grundy

Henry Bureau

La Salle

Kendall

Will Rock Island

Jo Daviess

LOCATION MAP

THE LOCATION, SIZE AND TYPE OF MATERIAL OF EXISTING UNDERGROUND

UTILITIES INDICATED ON THE PLANS IS NOT REPRESENTED AS BEING

ACCURATE, SUFFICIENT OR COMPLETE. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO DETERMINE THE ACTUAL LOCATION OF ALL SUCH

FACILITIES, INCLUDING SERVICE CONNECTIONS TO UNDERGROUND

UTILITIES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE

UTILITY COMPANIES OF HIS OPERATIONAL PLANS AND SHALL OBTAIN FROM

THE RESPECTIVE UTILITY COMPANIES DETAILED INFORMATION AND

ASSISTANCE RELATIVE TO THE LOCATION OF THEIR FACILITIES AND THE

WORKING SCHEDULE OF THE COMPANIES FOR REMOVAL OR ADJUSTMENT

WHERE REQUIRED. IN THE EVENT AN UNEXPECTED UTILITY INTERFERENCE

IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE UTILITY COMPANY OF JURISDICTION. THE

ENGINEER SHALL ALSO BE IMMEDIATELY NOTIFIED. ANY SUCH MAINS AND

SERVICES SHALL BE RESTORED TO SERVICE AT ONCE AND PAID FOR BY

THE CONTRACTOR AT NO ADDITIONAL COST TO THE CONTRACT.

COMMON GROUND ALLIANCE

www.call811.com or Phone: 811

CALL 911 IN THE EVENT IN WHICH DAMAGE

RESULTS IN THE RELEASE OF NATURAL GAS.

: J :\Q

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MAYOR

DIRECTOR OF

PUBLIC WORKS

ALDERMAN

UTILITIES COMMITTEE

MIKE TROUP

JEFFREY P. CONTE

DAVID BAUER

GLEN EBBING

KEN HULTZ

JOHN MAST

DAN COOK

PROJECT

SITE

Sheet List Table Sheet Number Sheet Title

General

G-001 COVER SHEET

Civil

C-001 GENERAL CIVIL NOTES

C-101 SITE PLAN I

C-102 SITE PLAN II

C-103 CONSTRUCTION ACCESS PLAN

C-104 EROSION CONTROL PLAN I

C-105 EROSION CONTROL PLAN II

C-501 CONSTRUCTION DETAILS

Structural

S-001 GENERAL STRUCTURAL NOTES

S-101 IN-LINE STORAGE STRUCTURE NO.1 PLAN

S-102 IN-LINE STORAGE STRUCTURE NO.2 PLAN

S-301 IN-LINE STORAGE STRUCTURE NO.1 SECTIONS

S-302 IN-LINE STORAGE STRUCTURE NO.2 SECTIONS

S-501 STANDARD STRUCTURAL DETAILS

expires: 11-30-26 signature date

JEFFERY E.

LARGE

081-007165

L I

NSED STR U CTU R A L ENGINEER

STATE OF ILLIN

OIS

10/17/2025 expires: 11-30-25 signature date

HENRY D.

SCHMITZ

062-067734

L I

NSED PR OFE SSI ON AL ENGINEER

STATE OF ILLIN

OIS

10/17/2025

C-001

GENERAL CIVIL

NOTES

C-001 GENERAL CIVIL NOTES.DWG

AFW

SCR

24006890.00

AJJ

HDS

WHIPPLE CREEK INLINE

STORAGE

SHEET OF

SHEET TITLE

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEMARK

CONSULTANTS

CRAWFORD, MURPHY & TILLY, INC. 2025

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APPROVED BY:

OWNER

CITY OF QUINCY

QUINCY, IL

BID SET

OCTOBER 2025

License No. 184-000613

BOUNDARY LINE

EXISTING RIGHT OF WAY LINE

EXISTING EASEMENT LINE

EXISTING CONTOUR

EXISTING BRUSH/TREE LINE

EXISTING DITCHLINE

EXISTING FENCE

EXISTING STORM SEWER

EXISTING CULVERT PIPE

EXISTING TELEPHONE

EXISTING UNDERGROUND ELECTRIC

EXISTING OVERHEAD ELECTRIC

EXISTING GAS

EXISTING SANITARY SEWER

EXISTING COMBINED SEWER

EXISTING SECONDARY TREATED FLW

EXISTING POTABLE WATER

EXISTING FORCEMAIN

EXISTING FIRE HYDRANT

EXISTING WATER VALVE

EXISTING WATER METER

EXISTING YARD HYDRANT

EXISTING VALVE

EXISTING LIGHT POLE

EXISTING CULVERT END SECTION

EXISTING STORM INLET

EXISTING MANHOLE

EXISTING JUNCTION BOX

EXISTING STAND PIPE

EXISTING ELECTRIC SPLICE BOX

SOIL BORING

PAVEMENT CORE

EXISTING POWER POLE

EXISTING GUY WIRE

EXISTING TREE

T T T

UGE UGE UGE

G G G G

SS SS SS

ST ST ST ST

W W W W W W

MSTE

FM FM FM FM

CP CP CP

OHE OHE OHE

PIPE TO BE ABANDONED

PROPOSED DEMOLITION/REMOVAL

LIMITS OF GROUND DISTURBANCE

PROPOSED SILT FENCE

STRAW WATTLE

PROPOSED CONTOUR

PROPOSED DITCHLINE

PROPOSED FENCE

PROPOSED STORM SEWER

PROPOSED TELEPHONE

PROPOSED ELECTRIC

PROPOSED COMMUNICATIONS

PROPOSED GAS LINE

PROPOSED SANITARY SEWER

PROPOSED COMBINED SEWER

PROPOSED POTABLE WATER

PROPOSED FORCEMAIN

PROPOSED FIRE HYDRANT

PROPOSED WATER METER

PROPOSED YARD HYDRANT

PROPOSED VALVE

PROPOSED LIGHT POLE

PROPOSED CULVERT END SECTION

PROPOSED STORM INLET

PROPOSED MANHOLE

PROPOSED JUNCTION BOX

PROPOSED METER VAULT

PROPOSED ELECTRIC SPLICE BOX

SLOPE ARROW

STRUCTURE NUMBER

TOP OF CONCRETE ELEVATION

TOP OF PAVEMENT ELEVATION

GROUND ELEVATION

SIDEWALK ELEVATION

FLOWLINE ELEVATION

RIDGE LINE

DOWNSPOUT

HIGH POINT

SLOPE CALL-OUT (HORIZ:VERT)

UPSTREAM, DOWNSTREAM

DETAIL # / SHEET #

PROPOSED SIGN

ITEM TO BE REMOVED

INLET PROTECTION, SEE B1/C-501

T T T T

E E

G G G G

SS SS SS

ST ST ST ST

W W W W

MSTE

FM FM FM FM

C C

SF SF

3:1

XX/C-XX

U/S D/S

1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL STATE/CITY/COUNTY

REGULATIONS/CODES AND O.S.H.A. STANDARDS.

2. CONTRACTOR SHALL REFER TO THE STRUCTURAL PLANS FOR EXACT LOCATIONS AND PRECISE

STRUCTURE DIMENSIONS.

3. CONTRACTOR IS RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL

UTILITIES, STORM DRAINAGE, SIGNS, ETC. AS REQUIRED TO PERFORM THE WORK. ALL WORK

SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE

APPROVED BY SUCH. ALL COSTS SHALL BE INCLUDED IN BASE BID.

4. UNLESS MODIFIED BY THE PROJECT SPECIFICATIONS, ALL SITEWORK SHALL BE CONSTRUCTED

IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION" AS ADOPTED BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION, LATEST

EDITION, EXCLUDING THE BASIS OF PAYMENT PROVISIONS. CONTRACTOR SHALL ADHERE TO

SUBMITTAL PROCEDURES AS OUTLINED IN PROJECT SPEC SECTION 01 3300.

5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE PROJECT SPEC SECTION 312500 -

EROSION AND SEDIMENTATION CONTROL. CONTRACTOR SHALL INSTALL BMP'S ON THE

DOWNSTREAM SIDE OF ALL WORK AREAS TO MINIMIZE THE RISK OF EROSION AND

SEDIMENTATION BEYOND THE PROJECT LIMITS. DISTURB ONLY THOSE AREAS REQUIRED FOR

THE WORK.

6. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL, IN A

LOCATION APPROVED BY ALL GOVERNING AUTHORITIES, OF ALL STRUCTURES, PADS, WALLS,

FLUMES, FOUNDATIONS, PAVEMENTS, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH

THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL

FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO

GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT SPECIFICATIONS.

7. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND DISPOSING ALL DEBRIS FROM THE

SITE IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS

REQUIRED FOR DEMOLITION AND DISPOSAL.

8. DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED IN KIND AT

CONTRACTOR'S EXPENSE.

9. CONTRACTOR MUST COORDINATE CONSTRUCTION ACTIVITIES AND STAGING WITH THE

OWNER PRIOR TO BEGINNING WORK.

10. THE CONTRACTOR SHALL SAWCUT THE BOUNDARY OF REMOVALS AS REQUIRED TO PROVIDE

A NEAT EDGE ON EXISTING PAVEMENT, CURB/GUTTER, SIDEWALKS, ETC. WHICH WILL REMAIN.

11. CONTRACTOR IS RESPONSIBLE FOR FIELD CHECKING ALL PROJECT BENCHMARKS FOR

POSSIBLE DISTURBANCE PRIOR TO UTILIZING THEM FOR STAKING OR GRADE CONTROL.

12. BENCHMARK DESCRIPTIONS VARY AS TO THE TYPE AND LOCATION OF MONUMENT UTILIZED.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXACT BENCHMARK LOCATION WITH THE

SURVEYOR OF RECORD PRIOR TO USE.

13. FOLLOWING THE STAKEOUT OF ANY FACILITY, THE CONTRACTOR SHALL CONFIRM THE

CONSISTENCY OF THE STAKES WITH THE PLAN DIMENSIONS PRIOR TO CONSTRUCTION. THE

CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL DRAWINGS CONTAINING DIMENSIONS

TO ENSURE THAT THE PLAN DIMENSIONS ARE CONSISTENT WITH THE STAKING POINTS OR

COORDINATES PROVIDED.

1. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES, INCLUDING THE CITY OF

QUINCY, FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS.

2. CONTRACTOR SHALL FOLLOW THE CITY OF QUINCY DEPARTMENT OF UTILITIES POLICY MANUAL

AND THE PROJECT SPECIFICATIONS FOR ALL UTILITY INSTALLATION AND PAVEMENT

RESTORATION REQUIREMENTS. IF THERE IS A DISCREPANCY BETWEEN THE POLICY MANUAL

AND THE PROJECT SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL APPLY.

3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF

EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS

UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE

INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR

MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY

EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT

WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CONTRACTOR IS RESPONSIBLE

FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITY DURING CONSTRUCTION AT NO COST TO

THE OWNER.

4. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY'S INSPECTORS 72 HOURS BEFORE

CONNECTING TO ANY EXISTING LINE.

5. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE STANDARD SPECIFICATIONS FOR

WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS, CURRENT EDITION, AND THE PROJECT

SPECIFICATIONS.

6. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 48" COVER ON ALL WATERLINES AND

FORCEMAINS AND A MINIMUM OF 42" OVER THE SANITARY AND STORM LINES UNLESS

OTHERWISE SHOWN ON THE PLANS.

7. CONTRACTOR SHALL REFER TO PLANS AND SPECIFICATIONS OF THE APPROPRIATE DISCIPLINE

FOR ACTUAL LOCATION OF ALL UTILITY ENTRANCES TO INCLUDE SANITARY SEWER LATERALS,

DOMESTIC AND FIRE PROTECTION WATER SERVICE, ELECTRICAL, TELEPHONE, AND GAS

SERVICE. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES, IN SUCH A MANNER

TO AVOID CONFLICTS AND ASSURE PROPER DEPTHS ARE ACHIEVED AS WELL AS

COORDINATION WITH CITY UTILITY AS TO LOCATION AND SCHEDULING FOR

TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO EXISTING UTILITIES.

8. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF

OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND

TRENCHING PROCEDURES. THE CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING,

BENCHING, AND OTHER MEANS OF PROTECTION. THIS TO INCLUDE BUT NOT LIMITED FOR

ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE

TO COMPLY WITH PERFORMANCE CRITERIA FOR OSHA.

9. DETECTABLE LINE MARKING TAPE SHALL BE USED ON ALL LINES, WATER LINES SHALL HAVE

TAPE THAT READS "WARNING WATER LINE", SEWER LINES SHALL HAVE TAPE THAT READS

"WARNING SEWER LINE", ALL TAPE TO BE PLACED A MINIMUM OF 18" FROM LINES. No. 12

INSULATED COPPER TRACER WIRE, WILL BE RUN IN DITCH WITH ALL PRESSURE LINES.

10. ALL SANITARY MANHOLES SHALL BE TESTED FOR WATER-TIGHTNESS IN ACCORDANCE WITH

ASTM C969-19, "STANDARD PRACTICE FOR INFILTRATION AND EXFILTRATION ACCEPTANCE

TESTING OF INSTALLED PRECAST CONCRETE PIPE SEWER LINES".

11. EXISTING PAVEMENT OR SIDEWALK REMOVED TO INSTALL UNDERGROUND PIPING, UTILITIES, AND DUCT BANK SHALL BE REPLACED AS SHOWN IN THE DETAILS FOR THE FULL WIDTH OF THE

TRENCH OR EXCAVATION. EDGES OF PAVEMENT AND SIDEWALK SHALL BE SAWCUT A MINIMUM

OF 12" BEYOND THE EDGE OF THE EXCAVATION. SAWCUTS SHALL BE AT 90° ANGLES TO

PRODUCE A SINGLE RECTANGULAR AREA FOR PAVEMENT PATCHING.

12. TRENCHES IN PAVED AREAS ARE TO BE MAINTAINED IN A SERVICEABLE CONDITION UNTIL THE

PAVEMENT HAS BEEN INSTALLED BY CAPPING THE TRENCH WITH A MINIMUM OF 12" OF CA6,

COMPACTED TO 97% STD PROCTOR.

13. ALL EXISTING AND PROPOSED UTILITY CROSSINGS/CONFLICTS SHALL MEET OR EXCEED

HORIZONTAL AND VERTICAL SEPARATION REQUIREMENTS PER SECTION 41-2.01 OF THE

STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS OR

ILLINOIS DEPARTMENT OF PUBLIC HEALTH.

14. ALL BURIED UTILITIES SHALL BE INSPECTED AND APPROVED BEFORE BACKFILLING.

15. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED INSIDE AND OUT TO ASSURE

CONNECTION AT STRUCTURE IS WATERTIGHT. ALL STORM STRUCTURES SHALL HAVE A

SMOOTH, UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT.

16. CONTRACTOR SHALL ADJUST AND/OR SAWCUT EXISTING PAVEMENT AS NECESSARY TO

ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.

17. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE A MINIMUM OF 6" OF

TOPSOIL. CONTRACTOR SHALL APPLY EROSION CONTROL BLANKET TO ALL SLOPES 4H:1V OR

STEEPER. CONTRACTOR SHALL SEED DISTURBED AREAS IN ACCORDANCE WITH

SPECIFICATIONS UNTIL A HEALTHY STAND OF GRASS IS OBTAINED.

18. BY-PASS PUMPING MAY BE REQUIRED AND IS LEFT TO THE CONTRACTOR'S MEANS AND

METHODS. SEE SPEC SECTION 01 50 01 - TEMPORARY PUMPING IF BY-PASS PUMPING IS TO BE

USED.

GENERAL NOTES UTILITY NOTES LEGEND

PC-2

AB AB

CS CS CS CS

SEC SEC SEC

CS CS CS CS

B-1

M04592

RIM = 547.90

INV = 535.90

C S

T H

S T

R E

E T

TOP OF EXPOSED

BOX SEWER

CONCRETE TROUGH

CENTERLINE OF

WHIPPLE CREEK

ASPHALT TO

CONCRETE TRANSITION

8 10

C S

M04591

RIM = 544.04

INV = 530.40

EXISTING

BUILDINGS

(TYP.)

C-101

SITE PLAN - I

C-101 SITE PLAN - I.DWG

AFW

SCR

24006890.00

AJJ

HDS

WHIPPLE CREEK INLINE

STORAGE

SHEET OF

SHEET TITLE

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEMARK

CONSULTANTS

CRAWFORD, MURPHY & TILLY, INC. 2025

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APPROVED BY:

OWNER

CITY OF QUINCY

QUINCY, IL

BID SET

OCTOBER 2025

License No. 184-000613

SHEET KEY NOTES SCALE IN FEET

NORTH

0 30 60

1. EXISTING 10' x 9' WHIPPLE CREEK COMBINED SEWER, EXPOSED

2. EXISTING DIVERSION CONTROL STRUCTURE

3. EXISTING 10' X 9' WHIPPLE CREEK COMBINED SEWER

4. EXISTING ASPHALT PAVEMENT

5. PROPOSED IN-LINE STORAGE STRUCTURE NO. 2, SEE SHEET S-102

6. EXISTING 30" COMBINED SEWER

7. EXISTING 10' WIDE CONCRETE DRIVE FOR LIGHT TRUCKS ONLY

8. EXISTING POST HYDRANT

9. PROPOSED 15' WIDE CONSTRUCTION ACCESS DRIVE, SEE SHEET C-103

10. EXISTING 5'x5' ALUMINUM HATCH

GENERAL NOTES

1. CONTRACTOR SHALL PROTECT THE EXPOSED BOX SEWER FROM DAMAGE

DUE TO CONSTRUCTION ACTIVITIES. HEAVY VEHICLES (I.E. CONCRETE

TRUCKS) ARE NOT ALLOWED TO CROSS THE EXPOSED BOX SEWER. THE

CONTRACTOR'S MEANS & METHODS FOR PLACING CONCRETE IS AT THEIR

SOLE DISCRETION PROVIDED THEY DO NOT DAMAGE EXISTING CONDITIONS.

THE ACCESS DRIVE SHOWN ON SHEET C-103 MAY BE CONSTRUCTED, AT THE

CONTRACTOR'S DISCRETION, FOR COMPLETING THE CONSTRUCTION.

2. THE INTENT OF THE PROPOSED CONSTRUCTION ACCESS DRIVE IS TO ALLOW

THE CONTRACTOR TO LOCATE A CONCRETE PUMP TRUCK SUFFICIENCY NEAR

THE PROPOSED STRUCTURE AND ALLOW ACCESS TO CONCRETE TRUCKS

3. REMOVAL OF TREES AND BRUSH IS REQUIRED TO CONSTRUCT THE IN-LINE

STORAGE STRUCTURE AND INSTALL THE 15' ACCESS DRIVE. THE EXTENT OF

TREE AND BRUSH CLEARING SHALL BE APPROVED BY THE OWNER.

56556

M00022

M00020

M00019

M04593

RIM = 554.73

INV. = 543.10

LOCUST STREET

H O

M E

D R

CENTERLINE

OF WHIPPLE

CREEK

2 3

C S

CSCS

N 9T

H S

T R

E E

553552

MAINTAIN 4:1 SLOPE MIN.

T.O.C. 554.64'

MAINTAIN 12" MIN.

OF TOPSOIL COVER

M00023

RIM = 565.82

INV. = 551.50

STABILIZED

CONSTRUCTION

ENTRANCE PER

C-501

CONSTRUCTION STAGING AREA

C-102

SITE PLAN - II

C-102 SITE PLAN - II.DWG

AFW

SCR

24006890.00

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HDS

WHIPPLE CREEK INLINE

STORAGE

SHEET OF

SHEET TITLE

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEMARK

CONSULTANTS

CRAWFORD, MURPHY & TILLY, INC. 2025

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APPROVED BY:

OWNER

CITY OF QUINCY

QUINCY, IL

BID SET

OCTOBER 2025

License No. 184-000613

SHEET KEY NOTES

1. EXISTING SIDEWALK

2. EXISTING 10'X9' WHIPPLE CREEK COMBINED SEWER

3. EXISTING 21" COMBINED SEWER

4. PROPOSED IN-LINE STORAGE STRUCTURE NO. 1, SEE SHEET S-101

5. EXISTING CULVERT

6. EXISTING RETAINING WALL

7. EXISTING SWALE WITH STONE INVERT

8. EXISTING ARCH - SEE GENERAL NOTE #1

SCALE IN FEET

NORTH

0 30 60

GENERAL NOTES

1. THERE IS AN ARCHWAY AT THE LOCUST STREET ENTRANCE TO THE

VETERANS HOME. ANY EQUIPMENT UNABLE TO FIT BELOW THE ARCHWAY

MUST USE THE BREDWEG ROAD OR THE 12TH STREET ENTRANCES TO THE

VETERANS HOME. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER

AND VETERANS HOME REGARDING ALTERNATE ACCESS ROUTES.

C S

CENTERLINE OF

WHIPPLE CREEK

BREDWEG RD

T H

S T

PROPOSED

ACCESS ROAD

C-103

CONSTRUCTION

ACCESS PLAN

C-103 CONSTRUCTION ACCESS

PLAN.DWG

AFW

SCR

24006890.00

AJJ

HDS

WHIPPLE CREEK INLINE

STORAGE

SHEET OF

SHEET TITLE

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEMARK

CONSULTANTS

CRAWFORD, MURPHY & TILLY, INC. 2025

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APPROVED BY:

OWNER

CITY OF QUINCY

QUINCY, IL

BID SET

OCTOBER 2025

License No. 184-000613

SHEET KEY NOTES

SCALE IN FEET

NORTH

0 30 60

1. 15' WIDE CONSTRUCTION ACCESS DRIVE, SEE SHEET C-501 FOR DETAIL

2. PROPOSED IN-LINE STORAGE STRUCTURE NO.2

3. CONTRACTOR TO PROVIDE TREE CLEARING AND GRUBBING TO FACILITATE

THE CONSTRUCTION OF THE 15' ACCESS DRIVE. CONTRACTOR TO MINIMIZE

THE AMOUNT OF CLEARING TO THE GREATEST EXTENT PRACTICABLE.

GENERAL NOTES

1. THE INTENT OF THE PROPOSED CONSTRUCTION ACCESS DRIVE IS TO ALLOW

THE CONTRACTOR TO LOCATE A CONCRETE PUMP TRUCK SUFFICIENCY NEAR

THE PROPOSED STRUCTURE AND ALLOW ACCESS TO CONCRETE TRUCKS.

DIMENSIONS OF THE TURNABOUT ARE APPROXIMATE AND SHOULD BE

ADJUSTED AS NEEDED FOR THE PUMP TRUCK.

C S

MANHOLE

TOP 544.04

FL NW 530.4

STRUCTURE 530.5

MANHOLE

TOP 547.90

FL WNW 535.9

FL SE

BTM 535.9

C-104

EROSION CONTROL

PLAN - I

C-104 EROSION CONTROL PLAN - I.DWG

AFW

SCR

24006890.00

AJJ

HDS

WHIPPLE CREEK INLINE

STORAGE

SHEET OF

SHEET TITLE

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEMARK

CONSULTANTS

CRAWFORD, MURPHY & TILLY, INC. 2025

P at h:

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APPROVED BY:

OWNER

CITY OF QUINCY

QUINCY, IL

BID SET

OCTOBER 2025

License No. 184-000613

SHEET KEY NOTES

1. PROPOSED SILT FENCE (TYP.)

2. PROPOSED IN-LINE STORAGE STRUCTURE NO. 2

EROSION CONTROL NOTES

1. THE CONTRACTOR SHALL INSTALL ALL APPLICABLE EROSION

CONTROL MEASURES PRIOR TO ANY SITE DISTURBANCE.

2. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND

CONDITIONS AS SHOWN ON THIS EROSION CONTROL PLAN AND

THE PROJECT SPECIFICATIONS.

3. ALL UNSURFACED (OR PERMANENT NON-AGGREGATE) AREAS

DISTURBED BY CONSTRUCTION OPERATIONS SHALL RECEIVE

6" (MIN.) OF TOPSOIL, EROSION CONTROL BLANKET, FERTILIZER

AND SEED AS PER THE SPECIFICATIONS. ALL TURF AREAS

SHALL BE CHECKED REGULARLY TO MAINTAIN A HEALTHY

STAND OF GRASS. AREAS SHALL BE FERTILIZED AND

RESEEDED AS REQUIRED.

4. IF SOIL STOCKPILING IS UTILIZED, SILT FENCES SHALL BE

PLACED AT THE TOE-OF-SLOPE TO CONTAIN THE SEDIMENT

AND AVOID EROSION.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING

THE EROSION AND SEDIMENTATION CONTROL MEASURES AS

NECESSARY TO BE MAINTAINED IN FULLY FUNCTIONAL

CONDITION THROUGHOUT THE ENTIRE PROJECT.

6. DISCHARGES FROM DEWATERING ACTIVITIES MUST BE

DIRECTED THROUGH A BMP SUCH AS A FILTER BAG, SEDIMENT

TRAP, OR SEDIMENT BASIN PRIOR TO BEING DISCHARGED

FROM THE SITE AS PER THE PROJECT SWPPP.

MAINTENANCE NOTES

ALL MEASURES STATED ON THIS EROSION CONTROL PLAN SHALL BE

MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER

REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL

STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION

CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED

INSPECTOR AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND

WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND

CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING:

1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE

REPAIRED OR REPLACED IF THEY SHOW SIGNS OF

UNDERMINING OR DETERIORATION.

2. ALL TURF AREAS SHALL BE CHECKED REGULARLY TO SEE THAT

A GOOD STAND IS MAINTAINED, AREAS SHOULD BE FERTILIZED,

WATERED, AND RESEEDED AS NEEDED.

3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL

CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED

FROM SILT FENCES WHEN IT REACHES ONE-HALF THE HEIGHT

OF THE SILT FENCE.

4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A

CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD

ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC

TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS

CONDITIONS DEMAND.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING

SEDIMENT WHICH MAY HAVE COLLECTED IN THE STORM SEWER

SYSTEM.

SEEDING NOTES

1. IDOT SEED MIX 7 - TEMPORARY TURF COVER MIX SHALL BE USED

TO SEED ALL DENUDED AREAS THAT ARE INACTIVE FOR 7 DAYS

OR MORE (UNLESS THEY ARE TO BE REWORKED WITHIN 14

DAYS). SOIL STOCKPILES SHALL BE TEMP SEEDED AND SHALL

HAVE A PERIMETER SILT FENCE INSTALLED IMMEDIATELY

FOLLOWING THE PLACEMENT OF THE STOCKPILE

2. IDOT SEED MIX 1 - LAWN MIXTURE SHALL BE USED TO

PERMANENTLY STABILIZE ALL DISTURBED AREAS THAT ARE NOT

DESIGNATED OTHERWISE

3. IDOT SEED MIX 3A - SOUTHERN ILLINOIS SLOPE MIXTURE SHALL

BE USED ON ALL SLOPES 4:1 OR STEEPER

SCALE IN FEET

NORTH

0 30 60

565.18

BENCH MARK

56556

SF SF

S F

LOCUST STREET

H O

M E

D R

N 9T

H S

T R

E E

STABILIZED

CONSTRUCTION

ENTRANCE PER

C-501

C-105

EROSION CONTROL

PLAN - II

C-105 EROSION CONTROL PLAN - II.DWG

AFW

SCR

24006890.00

AJJ

HDS

WHIPPLE CREEK INLINE

STORAGE

SHEET OF

SHEET TITLE

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEMARK

CONSULTANTS

CRAWFORD, MURPHY & TILLY, INC. 2025

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P M

APPROVED BY:

OWNER

CITY OF QUINCY

QUINCY, IL

BID SET

OCTOBER 2025

License No. 184-000613

SHEET KEY NOTES

1. PROPOSED SILT FENCE (TYP.)

2. PROPOSED IN-LINE STORAGE STRUCTURE NO. 1

EROSION CONTROL NOTES

1. THE CONTRACTOR SHALL INSTALL ALL APPLICABLE EROSION

CONTROL MEASURES PRIOR TO ANY SITE DISTURBANCE.

2. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND

CONDITIONS AS SHOWN ON THIS EROSION CONTROL PLAN

AND THE PROJECT SPECIFICATIONS.

3. ALL UNSURFACED (OR PERMANENT NON-AGGREGATE) AREAS

DISTURBED BY CONSTRUCTION OPERATIONS SHALL RECEIVE

6" (MIN.) OF TOPSOIL, EROSION CONTROL BLANKET,

FERTILIZER AND SEED AS PER THE SPECIFICATIONS. ALL TURF

AREAS SHALL BE CHECKED REGULARLY TO MAINTAIN A

HEALTHY STAND OF GRASS. AREAS SHALL BE FERTILIZED AND

RESEEDED AS REQUIRED.

4. IF SOIL STOCKPILING IS UTILIZED, SILT FENCES SHALL BE

PLACED AT THE TOE-OF-SLOPE TO CONTAIN THE SEDIMENT

AND AVOID EROSION.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING

THE EROSION AND SEDIMENTATION CONTROL MEASURES AS

NECESSARY TO BE MAINTAINED IN FULLY FUNCTIONAL

CONDITION THROUGHOUT THE ENTIRE PROJECT.

6. DISCHARGES FROM DEWATERING ACTIVITIES MUST BE

DIRECTED THROUGH A BMP SUCH AS A FILTER BAG, SEDIMENT

TRAP, OR SEDIMENT BASIN PRIOR TO BEING DISCHARGED

FROM THE SITE AS PER THE PROJECT SWPPP.

MAINTENANCE NOTES

ALL MEASURES STATED ON THIS EROSION CONTROL PLAN SHALL

BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO

LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL

STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION

CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED

INSPECTOR AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND

WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND

CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING:

1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE

REPAIRED OR REPLACED IF THEY SHOW SIGNS OF

UNDERMINING OR DETERIORATION.

2. ALL TURF AREAS SHALL BE CHECKED REGULARLY TO SEE

THAT A GOOD STAND IS MAINTAINED, AREAS SHOULD BE

FERTILIZED, WATERED, AND RESEEDED AS NEEDED.

3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL

CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED

FROM SILT FENCES WHEN IT REACHES ONE-HALF THE HEIGHT

OF THE SILT FENCE.

4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A

CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD

ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC

TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS

CONDITIONS DEMAND.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING

SEDIMENT WHICH MAY HAVE COLLECTED IN THE STORM

SEWER SYSTEM.

SEEDING NOTES

1. IDOT SEED MIX 7 - TEMPORARY TURF COVER MIX SHALL BE

USED TO SEED ALL DENUDED AREAS THAT ARE INACTIVE FOR

7 DAYS OR MORE (UNLESS THEY ARE TO BE REWORKED

WITHIN 14 DAYS). SOIL STOCKPILES SHALL BE TEMP SEEDED

AND SHALL HAVE A PERIMETER SILT FENCE INSTALLED

IMMEDIATELY FOLLOWING THE PLACEMENT OF THE STOCKPILE

2. IDOT SEED MIX 1 - LAWN MIXTURE SHALL BE USED TO

PERMANENTLY STABILIZE ALL DISTURBED AREAS THAT ARE

NOT DESIGNATED OTHERWISE

3. IDOT SEED MIX 3A - SOUTHERN ILLINOIS SLOPE MIXTURE

SHALL BE USED ON ALL SLOPES 4:1 OR STEEPER

SCALE IN FEET

NORTH

0 30 60

AUTOCAD2006

OVERFLOW GAP

CURB AND

GUTTER INLET

CURB FILTER

LOW PROFILE WITH

GUTTER FOR SAFETY

AND CURB APPEAL

LIFTING

STRAPS

STORM SEWER

GRATE COMPLETELY

COVERED BY

HI-FLOW FABRIC

CROSS BRACE

FABRIC

DROP INLET

WITH GRATE

2" X 4" WOOD FRAME

2" x 4" STAKE

NOTES:

1. INSPECT THE FABRIC AFTER EACH RAIN

AND MAKE REPAIRS AS NEEDED.

2. SEDIMENT DEPOSITS SHOULD BE

REMOVED AFTER EACH RAINFALL TO

PROVIDE ADEQUATE STORAGE VOLUME

FOR THE NEXT RAIN. THE SEDIMENT MUST

BE REMOVED WHEN THE LEVEL OF

DEPOSITION REACHES APPROXIMATELY

ONE-HALF THE HEIGHT OF THE BARRIER.

18 TO 24 INCH STAKES

SPACED 2 FEET O.C.

OR AS REQUIRED BY

MANUFACTURERPLAN

SECTION

12" STRAW WATTLE

WOOD STAKES - SIZE,

LENGTH, AND SPACING

PER MANUFACTURER'S

RECOMMENDATIONS

2" TRENCH OR AS REQUIRED

BY MANUFACTURER

MANUFACTURERS:

1. NORTH AMERICAN GREEN

2. WESTERN EXCELSIOR

3. APPROVED EQUAL

STRAW

WATTLES

1' MIN OVERLAP

3' MAX (TYP)

A X

3' M

FABRIC

EXTENDS

1' MIN.

STRAW WATTLES

N.T.S.A3 DANDY CURB BAG

N.T.S.A4

SILT FENCE INLET PROTECTION

N.T.S.B1

TYPICAL SECTION - ACCESS DRIVE

7.5'

PGL

ACCESS DRIVE

12" (MIN)

(TYP)

7.5'

15'

C ED

VARIESVARIES

6" AGG BASE COURSE TYPE B

6" MIN IDOT RR1 CLEAN COURSE AGGREGATE

COMPACTED AND PROOFROLLED SUBGRADE (SEE SPECS)

4" TOPSOIL

EXISTING GRADE

KEYNOTES:

ACCESS DRIVEB3

C:\Users\jfutrell\OneDrive - Crawford, Murphy & Tilly Inc\Pictures\Screenshots\Screenshot 2025-10-17 171730.png

C-501

CONSTRUCTION

DETAILS

C-501 CONSTRUCTION DETAILS.DWG

AFW

SCR

24006890.00

AJJ

HDS

WHIPPLE CREEK INLINE

STORAGE

1 2 3 4 5

SHEET OF

SHEET TITLE

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEMARK

CONSULTANTS

CRAWFORD, MURPHY & TILLY, INC. 2025

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7, :1 2:

APPROVED BY:

1 2 3 4 5

OWNER

CITY OF QUINCY

QUINCY, IL

BID SET

OCTOBER 2025

License No. 184-000613

S-001

GENERAL

STRUCTURAL NOTES

S-001 GENERAL STR NOTES.DWG

CMT

24006890.00

CMT

WHIPPLE CREEK INLINE

STORAGE

SHEET OF

SHEET TITLE

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEMARK

CONSULTANTS

CRAWFORD, MURPHY & TILLY, INC. 2025

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APPROVED BY:

OWNER

CITY OF QUINCY

QUINCY, IL

BID SET

OCTOBER 2025

License No. 184-000613

1. VERIFY DRAWINGS FOR LOCATION OF ALL OPENINGS IN WALLS AND SLABS.

2. ALL ANCHOR BOLTS, NUTS, WASHERS, ETC. SHALL BE TYPE 304 STAINLESS STEEL UNLESS OTHERWISE NOTED.

3. ALL FILL OR BACKFILL WITHIN THE LIMITS OF A BUILDING OR A STRUCTURE SHALL BE COMPACTED ACCORDING TO THE

SPECIFICATIONS.

4. ALL ALUMINUM SURFACES IN CONTACT WITH CONCRETE SHALL BE COATED WITH UNTHINNED BITUMASTIC PAINT. ALL ALUMINUM SURFACES IN CONTACT WITH STEEL OR DISSIMILAR METAL SHALL BE ISOLATED BY 1/4" MIN. THICKNESS 60 DUROMETER NEOPRENE

PADS.

5. INSTALL MIN. 316" THICK 60 DUROMETER NEOPRENE WASHER BETWEEN DIFFERING METALS THAT ARE CONNECTED, INCLUDING

ANCHOR BOLTS.

6. FOR ALL PIPE PENETRATIONS THROUGH FLOOR SLABS, WALLS, OR RAISED SLABS, SEE MECHANICAL SHEETS FOR TYPE OF SEAL

REQUIRED. SEE SHEET S-501 FOR ADDITIONAL REINFORCING REQUIRED AT OPENINGS.

7. CONTRACTOR SHALL COORDINATE STRUCTURAL SHEETS WITH ALL OTHER SHEETS FOR PIPE SIZES AND LOCATIONS, BLOCK OUTS, ELECTRICAL REQUIREMENTS AND ANCHOR BOLTED ATTACHMENTS, AND SHALL COORDINATE THE INSTALLATION OF ELECTRICAL AND MECHANICAL EQUIPMENT WITH THE RESPECTIVE SUB-CONTRACTORS PRIOR TO THE PLACEMENT OF CONCRETE. SEE HVAC, PROCESS, MECHANICAL, AND ELECTRICAL PLANS FOR SLEEVES, INSERTS, ETC.

8. CONTRACTOR IS RESPONSIBLE FOR ADEQUACY OF TEMPORARY SHORING, TO RESIST ALL LOADING CONDITIONS DURING

CONSTRUCTION.

9. SHORING FOR ROOF AND FLOOR SLABS SHALL BE REMOVED IN SUCH A MANNER AS TO MAINTAIN A UNIFORM LOADING ON THE SLAB AT ALL TIMES. REMOVAL OF SHORING SHALL NOT BEGIN UNTIL THE CONCRETE HAS ATTAINED ITS SPECIFIED STRENGTH.

10. UNLESS SPECIFICALLY DETAILED HEREIN, NO PIPES OR SLEEVES SHALL PASS THROUGH STRUCTURAL MEMBERS WITHOUT

WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD.

11. ALL FOOTING EXCAVATIONS SHALL BE CLEAN AND FREE OF DEBRIS, STANDING WATER AND LOOSE SOIL AND SHALL BE OBSERVED

BY THE ENGINEER PRIOR TO PLACEMENT OF CONCRETE.

12. IN STRUCTURAL AREAS (WHERE STRUCTURES DERIVE SOME OR ALL SUPPORT FROM FILL-SUPPORTED FOUNDATIONS) AND SLABS-ON-GRADE, FILL SHALL BE COMPACTED TO 98 PERCENT OF STD. PROCTOR MAXIMUM DRY DENSITY (ASTM D-698), UNLESS

OTHERWISE SPECIFIED.

13. PROTECT SUBGRADE AT ALL TIMES INCLUDING PROPER DRAINAGE OF CONSTRUCTION AREAS, PREVENTION OF STANDING WATER, MINIMIZING CONSTRUCTION TRAFFIC AND PLACING FOUNDATION AS SOON AS POSSIBLE AFTER EXCAVATING (PREFERABLY THE

SAME DAY).

14. ALL FILL MATERIAL SHALL BE ACCPTABLE TO THE ENGINEER FOR USE IN ADVANCE OF PLACEMENT. NO FILL SHALL BE PLACED OVER FROZEN, MUDDY OR OTHER DELETERIOUS MATERIAL. LIFT THICKNESS SHALL BE MINIMIZED TO ALLOW EFFICIENT COMPACTION. NO FILL MAY BE PLACED OVER A PREVIOUS LIFT THAT HAS NOT BEEN ADEQUATELY COMPACTED AND HAS NOT BEEN

ACCEPTED BY THE ENGINEER. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

15. BACKFILL AGAINST BELOW GRADE WALLS SHALL BE PLACED EVENLY ON ALL SIDES, UNLESS OTHERWISE NOTED. BACKFILL SHALL NOT BE PERFORMED UNTIL THE TOP SLAB OF THE STRUCTURE HAS REACHED 75% OF ITS DESIGN COMPRESSIVE STRENGTH, UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD IN WRITING.

16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS OF THE EXISTING STRUCTURES IN THE FIELD PRIOR TO INITIATING CONSTRUCTION AND ORDERING MATERIALS. DO NOT SCALE DIMENSIONS FROM

DRAWINGS FOR CONSTRUCTION.

1. ALL CAST-IN-PLACE CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,500 P.S.I.

2. ALL REINFORCEMENT BARS SHALL CONFORM TO ASTM-A615, GRADE 60, OR ASTM A706, GRADE 60.

3. ALL WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM-A185. (FLAT STOCK ONLY)

4. ALL CONCRETE WORK SHALL CONFORM TO ACI 350.5-12 "SPECIFICATIONS FOR ENVIRONMENTAL CONCRETE STRUCTURES". EXCEPT AS

MODIFIED BY THE CONTRACT DOCUMENTS.

5. AT CONSTRUCTION JOINTS SHOWN ON THE PLANS, WHERE DOWELS WILL PENETRATE CONSTRUCTION FORMWORK, THE CONTRACTOR MAY USE A MANUFACTURED DOWEL BAR SUBSTITUTION SYSTEM WHEN APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD. THE CONTRACTOR SHALL SUBMIT MANUFACTURER'S LITERATURE, PRODUCT SAMPLES AND CERTIFIED TEST REPORTS TO THE ENGINEER FOR APPROVAL. THE CONTRACTOR SHALL ALSO INCLUDE INFORMATION ON WHERE HE PROPOSES TO USE THEM. TEST

REPORTS SHALL SHOW YIELD AND ULTIMATE TENSILE LOAD CAPACITIES.

6. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED:

6.A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"

6.B. CONCRETE EXPOSED TO EARTH OR WEATHER 2"

6.C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND

6.C.1. SLABS 3/4"

6.C.2. WALLS, BEAMS, COLUMNS, PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1-1/2"

7. ALL REINFORCEMENT BARS SHALL BE CLEAN AND FREE OF GREASE, SCALING RUST, AND OTHER FOREIGN MATERIALS.

8. UNLESS OTHERWISE INDICATED, FOR SLABS ON GRADE, USE 1/2" THICK PREMOLDED JOINT FILLER TO ISOLATE THE SLAB FROM CONTACT WITH THE STRUCTURES ALONG ITS PERIMETER AND APPLY TWO-COMPONENT POLYURETHANE SEALANT, 3/4" MINIMUM

DEPTH.

9. A LEAN CONCRETE MUD SLAB 3 TO 4 INCHES THICK SHALL BE USED IN THE FOOTING EXCAVATION IF THE BOTTOM OF THE EXCAVATION TENDS TO BECOME MUDDY AND SOFT. LEAN CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,000 P.S.I.

10. ALL EXPOSED EDGES AND EQUIPMENT PADS SHALL BE CHAMFERED 3/4".

11. PROVIDE TWO #5 DIAGONAL BARS AT ALL CORNERS OF OPENINGS AND REENTRANT CORNERS. BARS SHALL EXTEND 2'-0" MINIMUM

BEYOND CORNERS OF THE OPENINGS IN EACH DIRECTION.

12. REINFORCEMENT BAR BENDING DIMENSIONS ARE OUT TO OUT.

13. UNLESS NOTED OTHERWISE, PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS-ON-GRADE AT 15'-0" MAXIMUM SPACES EACH DIRECTION OR AS SHOWN ON DRAWINGS. CONTROL JOINTS TO BE SAW CUT 1/4 OF THE SLAB THICKNESS DEEP OR USE A

PREFORMED CONTROL JOINT FORMER APPROVED BY THE ENGINEER.

14. NO CONSTRUCTION JOINTS EXCEPT THOSE SHOWN ON THE PLANS WILL BE ALLOWED EXCEPT THOSE SUBMITTED BY THE

CONTRACTOR IN WRITING AND ACCEPTABLE TO THE ENGINEER.

15. EXTERIOR WALLS EXPOSED TO VIEW SHALL RECEIVE A SCRUBBED FINISH AS DEFINED IN SECTION 03 30 00. SCRUBBED FINISH ON EXTERIOR WALLS SHALL EXTEND A MINIMUM OF 1'-0" BELOW FINISH GRADE. INTERIOR WALLS DO NOT REQUIRE A SCRUBBED FINISH BUT SHALL STILL MEET THE REQUIREMENTS OF SURFACE FINISH 3.0 AS SPECIFIED IN ACI 301-10.

16. ALL CONCRETE EXPOSED TO VIEW SHALL BE FORMED USING A SMOOTH FORM FINISH SYSTEM PER SPECIFICATION SECTION 03 10 00.

17. ALL REINFORCING BARS DESIGNATED WITH (E) SHALL BE EPOXY COATED PER ASTM A775.

18. UNFORMED CONCRETE SURFACE FINISHES SHALL BE AS FOLLOWS:

A. EXTERIOR SLABS SHALL RECEIVE A BROOM FINISH AND SHALL SLOPE TO DRAIN AS NOTED. IN AREAS THAT ARE NOT SLOPED TO DRAIN, FLOOR SHALL MEET THE REQUIREMENTS OF A FLAT FLOOR AS DEFINED IN ACI 117 LATEST EDITION.

19. REINFORCING BAR LAP SPLICES SHALL BE CLASS "B" SPLICES UNLESS SHOWN OTHERWISE ON THE DRAWINGS. MECHANICAL SPLICES MAY BE USED IN LIEU OF LAP SPLICES. MECHANICAL SPLICES SHALL DEVELOP IN TENSION OR COMPRESSION, AT LEAST 125 PERCENT OF THE SPECIFIED YIELD STRENGTH, Fy OF THE BAR. THE CONTRACTOR SHALL SUBMIT, TO THE ENGINEER, MANUFACTURER'S LITERATURE, PRODUCT SAMPLES AND CERTIFIED TEST REPORTS PRIOR TO RECEIVING APPROVAL OF THE MECHANICAL SPLICES.

LOCATIONS OF THE MECHANICAL BAR SPLICES SHALL BE SHOWN ON THE REINFORCING STEEL SHOP DRAWINGS.

OTHER BARS

UNCOATED BARS

f'c = 4,500 PSI fy = 60,000 PSI

1'-6" 1'-9"

OTHER BARS

EPOXY COATED BARS

CLASS "B" SPLICE

TOP BARS

1'-11"

TOP BARS

2'-4"

NOTE:

TOP BARS CONSIST OF HORIZONTAL REINFORCEMENT PLACED SO THAT MORE

THAN 12" OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE SPLICE.

PER ACI 350-06 CODE REQUIREMENTS FOR ENVIRONMENTAL CONCRETE STRUCTURES.*

GENERAL STRUCTURAL NOTES CONCRETE NOTES

2'-0" 2'-4"2'-7" 3'-1"#4

2'-6" 2'-11"3'-2" 3'-10"#5

2'-11" 3'-6"3'-10" 4'-7"#6

4'-3" 5'-2"5'-7" 6'-8"#7

4'-11" 5'-10"6'-4" 7'-7"#8

5'-6" 6'-7"7'-2" 8'-7"#9

6'-1" 7'-4"7'-11" 9'-6"#10

6'-8" 8'-0"8'-8" 10'-5"#11

POST-INSTALLED ANCHORS

1. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS OR SPECIFICATIONS.

2. THE CONTRACTOR SHALL OBTAIN APPROVAL IN WRITING FROM THE STRUCTURAL ENGINEER OF RECORD PRIOR TO INSTALLING

POST-INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST-IN-PLACE ANCHORS.

3. CARE SHALL BE TAKEN IN PLACING POST-INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REINFORCEMENT.

4. THE FOLLOWING MANUFACTURER'S HAVE BEEN PRE-APPROVED FOR SUBMITTAL. ALTERNATE MANUFACTURERS MAY NOT BE USED

UNLESS APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD.

A. HILTI

B. DEWALT

5. SUBMITTAL OF ALL PROPOSED PRODUCTS, WITH TECHNICAL DATA AND CURRENT ICC-ERS REPORTS IS REQUIRED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD. ADDITIONAL APPLICATION CALCULATIONS MAY BE REQUIRED BY THE

STRUCTURAL ENGINEER OF RECORD.

6. ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED PRODUCT INSTALLATION INSTRUCTIONS (MPII) IN CONJUNCTION WITH EDGE DISTANCE, SPACING, AND EMBEDMENT DEPTH AS INDICATED ON THE DRAWINGS.

7. PRIOR TO COMMENCEMENT OF WORK, MANUFACTURER'S FIELD REPRESENTATIVE SHALL PROVIDE INSTALLATION TRAINING FOR ALL PRODUCTS TO BE USED. ONLY TRAINED INSTALLERS SHALL PERFORM POST-INSTALLED ANCHOR INSTALLATION. A RECORD OF TRAINING SHALL BE KEPT ON SITE AND BE MADE AVAILABLE TO THE STRUCTURAL ENGINEER OF RECORD AS REQUESTED.

8. ADHESIVE ANCHORS INSTALLED IN HORIZONTAL TO VERTICALLY OVERHEAD ORIENTATION TO SUPPORT SUSTAINED TENSION LOADS SHALL BE PERFORMED BY PERSONNEL CERTIFIED IN ACCORDANCE WITH ACI 318-14 17.8.2.2. PROOF OF CERTIFICATION SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF THE WORK.

9. ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT THE TIME OF ANCHOR INSTALLATION

IN ACCORDANCE WITH ACI 318-14 17.1.2.

10. CONTRACTOR SHALL PROVIDE SPECIAL INSPECTION FOR ALL MECHANICAL AND ADHESIVE ANCHORS THE CURRENT ICC-ES REPORT

FOR EACH ANCHOR.

11. THE FOLLOWING ADHESIVE ANCHORS HAVE BEEN PRE-APPROVED FOR SUBMITTAL. ALTERNATE ADHESIVE ANCHORS MAY NOT BE

USED UNLESS APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD.

A. CONCRETE

a. HILTI HIT-HY 200

b. HILTI HIT-RE 500 c.DEWALT PE AC200+

d. DEWALT PURE 220+

B. GROUT-FILLED CONCRETE MASONRY

a. HILTI HIT-HY 200

b. DEWALT AC100+ GOLD

C. HOLLOW CONCRETE MASONRY / BRICK

a. HILTI HIT-HY 270

b. DEWALT AC100+ GOLD

'-0

30'-0"

2'-0"

2' -0

Y P

2'-0" (TYP) 2'-0" (TYP)

2' -0

Y P

42'-0"

5' -0

-0

5' -6

6'-0"2'-0" 2'-0"

2' -0

-0

2' -0

-6

34'-0"8'-0"

6' -0

-0

2' -0

SEE DETAIL B2 SHEET S-501 FOR

ADDITIONAL REINFORCEMENT

AROUND OPENINGS

#6 @ 6" E.W. T&B

1' -0

Y P

TROWEL FINISH

'-0

-0

S -3

S-301 A1

S -3

542.64542.18 542.36 549.12

549.12

549.12549.12

544.35

543.43

544.72544.70544.44

543.47543.00

542.62

549.12549.12

544.35

543.43

544.72544.70544.44

543.47543.00

S-101

IN-LINE STORAGE

STRUCTURE NO.1

PLAN

S-101 STR NO.1 PLAN.DWG

MWH

24006890.00

MWH

WHIPPLE CREEK INLINE

STORAGE

1 2 3 4 5

SHEET OF

SHEET TITLE

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEMARK

CONSULTANTS

CRAWFORD, MURPHY & TILLY, INC. 2025

P at h:

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-0 0_

W hi pp le

In lin eS to ra ge

\D ra w \S he et s\ S

-1

S T

R N

O .1

N .d w g

D at e:

F rid ay

, O ct ob er

7, :3 9:

APPROVED BY:

1 2 3 4 5

OWNER

CITY OF QUINCY

QUINCY, IL

BID SET

OCTOBER 2025

License No. 184-000613

STRUCTURE - PLAN VIEW

3/16"=1'-0"A1

1. DEMO SECTION OF EXISTING WHIPPLE CREEK COMBINED SEWER WITHIN

PROPOSED STRUCTURE LIMITS.

1. 36" x 36" ACCESS HATCH

2. 24" DUCTILE IRON PIPE

3. EXISTING 10' x 9' WHIPPLE CREEK COMBINED SEWER

4. BASE SLAB

5. TOP OF DAM

GROUTING - PLAN VIEW

3/16"=1'-0"C1

TOP SLAB - PLAN VIEW

3/16"=1'-0"A3

GENERAL NOTES

SHEET KEY NOTES

'-0

40'-0"

6' -0

2'-0"

2' -0

43'-0"

5' -0

1' -6

1'-6"

2'-0"

1'-6"

6' -0

2' -0

5' -0

1' -6

43'-0"

'-0

SEE DETAIL B2 SHEET S-501 FOR

ADDITIONAL REINFORCEMENT

AROUND OPENINGS

#6 @ 6" E.W. T&B

1' -0

Y P

BROOM FINISH

S -3

S-302

S -3

533.02 533.04532.64 532.83 540.02540.02

540.02540.02 534.87534.85534.66

533.87533.47

534.47

540.02540.02 534.87534.85534.66

533.87533.47

534.47

S-102

IN-LINE STORAGE

STRUCTURE NO.2

PLAN

S-102 STR NO.2 PLAN.DWG

MWH

24006890.00

MWH

WHIPPLE CREEK INLINE

STORAGE

1 2 3 4 5

SHEET OF

SHEET TITLE

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEMARK

CONSULTANTS

CRAWFORD, MURPHY & TILLY, INC. 2025

P at h:

:\Q ui nc y\

-0 0_

W hi pp le

In lin eS to ra ge

\D ra w \S he et s\ S

-1

S T

R N

O .2

N .d w g

D at e:

F rid ay

, O ct ob er

7, :3 9:

APPROVED BY:

1 2 3 4 5

OWNER

CITY OF QUINCY

QUINCY, IL

BID SET

OCTOBER 2025

License No. 184-000613

GENERAL NOTES

1. DEMO SECTION OF EXISTING WHIPPLE CREEK COMBINED SEWER WITHIN

PROPOSED STRUCTURE LIMITS.

SHEET KEY NOTES

1. 36" x 36" ACCESS HATCH

2. 24" DUCTILE IRON PIPE

3. EXISTING 10' x 9' WHIPPLE CREEK COMBINED SEWER

4. BASE SLAB

STRUCTURE - PLAN VIEW

3/16"=1'-0"A1

GROUTING - PLAN VIEW

3/16"=1'-0"C1

TOP SLAB - PLAN VIEW

3/16"=1'-0"A3

4'-0"

1'-6"

8'-0"

1'-3"

'-6

-8

1' -0

-6

2' -0

6' -6

RIM E.L. 555.64

TOC E.L. 554.64

7'-0"

PIPE CONNECTION, SEE

DETAIL D3 THIS SHEET, TYP.

INV. EL. = 542.18

INV. EL. = 542.64

SLOPE FIBER REINFORCED GROUT TO

MATCH COMBINED SEWER SLOPE

16'-3"

1' -8

-0

'-0

-0

4" LEAN CONCRETE MAT

UNDISTURBED SUBGRADE

#6(E) BARS @ 6" E.W. E.F. TYP.

#6(E) BARS W/ STD. 90°

HOOK @ 6" E.F., TYP.

1'-0"

MIN

1 #6(E) BARS @ 6" E.W. T&B

#6 BARS @ 6" E.W. T&B

2" C

C L.

KEYWAY AND WATERSTOP, SEE

DETAIL A2 SHEET S-501, TYP.

2" C

C L.

2" C

8" CURB

#6(E) BARS @ 6",

SEE DETAIL B1 SHEET S-501 FOR

CORNER REINFORCEMENT DETAIL

#6(E) DOWEL BARS @ 6",

8" EMBEDMENT

1' -0

#6 STIRRUPS @ 6" BELOW OPENING

SEE DETAIL B2 SHEET S-501 FOR

ADDITIONAL REINFORCEMENT

AROUND OPENINGS, TYP.

ALL REINFORCEMENT SHALL END

IN STD. 90° HOOK AT OPENING

EXISTING LONGITUDINAL

REINFORCEMENT TO BE CUT

FLUSH WITH EDGE OF CONCRETE

HOOKED BARS SHALL

EXTEND A MINIMUM OF 12"

INTO NEW CONCRETE

NEW STRUCTURE WALL

#6(E) DOWEL BARS @ 18",

12" EMBEDMENT

EXISTING COMBINED SEWER

SEAL PIPE CONNECTION

WITH SIKA HYDROTITE

S-301

IN-LINE STORAGE

STRUCTURE NO.1

SECTIONS

S-301 STR NO.1 SECTIONS.DWG

MWH

24006890.00

MWH

WHIPPLE CREEK INLINE

STORAGE

1 2 3 4 5

SHEET OF

SHEET TITLE

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEMARK

CONSULTANTS

CRAWFORD, MURPHY & TILLY, INC. 2025

P at h:

:\Q ui nc y\

-0 0_

W hi pp le

In lin eS to ra ge

\D ra w \S he et s\ S

-3

S T

R N

O .1

S E

C T

S .d w g

D at e:

F rid ay

, O ct ob er

7, :3 9:

APPROVED BY:

1 2 3 4 5

OWNER

CITY OF QUINCY

QUINCY, IL

BID SET

OCTOBER 2025

License No. 184-000613

STRUCTURE - SECTION VIEW

3/16"=1'-0"A1

STRUCTURE - SECTION VIEW

3/16"=1'-0"B1

GENERAL NOTES

1. THE EXISTING SEWER WILL REMAIN ACTIVE FOR THE DURATION OF THE

CONSTRUCTION PROJECT. THE PROPOSED STRUCTURE SHALL BE

CONSTRUCTED SO THAT THE EXISTING SEWER TIES INTO THE NEW

STRUCTURE IN THE FINAL BUILT CONDITION. THE MEANS AND METHOD TO

ACCOMPLISH THIS ARE AT THE SOLE DISCRETION OF THE CONTRACTOR.

STRUCTURE - SECTION VIEW

3/16"=1'-0"B3

SHEET KEY NOTES

1. 36" x 36" ACCESS HATCH

2. 24" DUCTILE IRON PIPE

3. EXISTING 10' x 9' WHIPPLE CREEK COMBINED SEWER

ACCESS HATCH CURB DETAIL

1/2"=1'-0"D1

OPENING REINFORCEMENT DETAIL

3/16"=1'-0"A3

PIPE CONNECTION DETAIL

3/16"=1'-0"D3

4'-0" 14'-0"

1'-6"

19'-0"

1'-6"

'-0

-0

2' -6

-0

7' -0

SLOPE FIBER REINFORCED GROUT TO

MATCH COMBINED SEWER SLOPE

TOC E.L. 547.04

PIPE CONNECTION,

SEE DETAIL D3 THIS SHEET, TYP.

INV. EL. = 532.64

INV. EL. = 533.04

2' -0

'-6

2' -0

#6(E) BARS @ 6" E.W. E.F. TYP.

#6 BARS W/ STD. 90°

HOOK @ 6" E.F., TYP.

E.L. 544.50±

4" LEAN CONCRETE MATUNDISTURBED SUBGRADE

1'-0"

MIN

PROPOSED GRADE TO MATCH TOC

#6(E) BARS @ 6" E.W. T&B

#6 BARS @ 6" E.W. T&B

2" C

C L.

KEYWAY AND WATERSTOP, SEE

DETAIL A2 SHEET S-501, TYP.

2" C

C L.

#6 STIRRUPS @ 6" BELOW OPENING

SEE DETAIL B2 SHEET S-501 FOR

ADDITIONAL REINFORCEMENT

AROUND OPENINGS, TYP.

ALL REINFORCEMENT SHALL END

IN STD. 90° HOOK AT OPENING

EXISTING LONGITUDINAL

REINFORCEMENT TO BE CUT

FLUSH WITH EDGE OF CONCRETE

HOOKED BARS SHALL

EXTEND A MINIMUM OF 12"

INTO NEW CONCRETE

NEW STRUCTURE WALL

#6(E) DOWEL BARS @ 18",

12" EMBEDMENT

EXISTING COMBINED SEWER

SEAL PIPE CONNECTION

WITH SIKA HYDROTITE

S-302

IN-LINE STORAGE

STRUCTURE NO.2

SECTIONS

S-302 STR NO.2 SECTIONS.DWG

MWH

24006890.00

MWH

WHIPPLE CREEK INLINE

STORAGE

1 2 3 4 5

SHEET OF

SHEET TITLE

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEMARK

CONSULTANTS

CRAWFORD, MURPHY & TILLY, INC. 2025

P at h:

:\Q ui nc y\

-0 0_

W hi pp le

In lin eS to ra ge

\D ra w \S he et s\ S

-3

S T

R N

O .2

S E

C T

S .d w g

D at e:

F rid ay

, O ct ob er

7, :3 9:

APPROVED BY:

1 2 3 4 5

OWNER

CITY OF QUINCY

QUINCY, IL

BID SET

OCTOBER 2025

License No. 184-000613

GENERAL NOTES

1. THE EXISTING SEWER WILL REMAIN ACTIVE FOR THE DURATION OF THE

CONSTRUCTION PROJECT. THE PROPOSED STRUCTURE SHALL BE

CONSTRUCTED SO THAT THE EXISTING SEWER TIES INTO THE NEW

STRUCTURE IN THE FINAL BUILT CONDITION. THE MEANS AND METHOD TO

ACCOMPLISH THIS ARE AT THE SOLE DISCRETION OF THE CONTRACTOR.

SHEET KEY NOTES

1. 36" x 36" ACCESS HATCH

2. 24" DUCTILE IRON PIPE

3. EXISTING 10' x 9' WHIPPLE CREEK COMBINED SEWER

STRUCTURE - SECTION VIEW

3/16"=1'-0"A1

STRUCTURE - SECTION VIEW

3/16"=1'-0"B1

STRUCTURE - SECTION VIEW

3/16"=1'-0"B3

OPENING REINFORCEMENT DETAIL

3/16"=1'-0"A3

PIPE CONNECTION DETAIL

3/16"=1'-0"D3

STD. 90° HOOK

STD. 90° HOOK, TYP

CORNER BAR CORNER BAR

CORNER BAR

STD. 90° HOOK, TYP.

B A

A B

TOP BAR LAP

TYP.

TOP BAR LAP

TYP.

TOP BAR LAP

TYP.

TOP BAR LAP

TYP.

TOP BAR LAP

TYP.

TOP BAR LAP

TYP.

TOP BAR LAP

TYP.

TOP BAR LAP

TYP.

(4) VERTICAL BARS

@ CORNER MIN.

HAIRPIN BAR W/ (2)

STD. 90° BENDS, TYP.

ALTERNATIVE DETAIL,

SEE NOTE ABOVE

(4) VERTICAL BARS

@ CORNER MIN.

(4) VERTICAL BARS

@ INTERSECTION MIN.

PREFERRED CORNER DETAIL FOR WALL W/ (2) MATS OF

REINF. CONTRACTOR MAY CHOOSE TO USE ALTERNATIVE

DETAIL BELOW IF BAR SIZE AND WALL THICKNESS ALLOWS.

NOTES:

1. SEE STRUCTURAL NOTES SHEET FOR CLASS "B" LAP SPLICE

LENGTHS AND REQUIRED CONCRETE PROTECTION FOR

REINFORCEMENT.

2. REFERENCE PLANS, SECTION, AND DETAILS SHEETS FOR

REINFORCEMENT SIZE AND SPACING INFORMATION AT EACH

WALL.

3. ALL HORIZONTAL HOOKED, HAIRPIN, OR CORNER BARS SHALL

MATCH SIZE AND SPACING OF TYPICAL WALL

REINFORCEMENT, U.N.O.

STD. 90° HOOK

NOTE 2 FOR WALL REINFORCEMENT

NOTE 3 FOR SLAB REINFORCEMENT

NOTE 5"D

"NOTE 4

ADDITIONAL REINFORCING

FOR "D" > 24"

ADDITIONAL REINFORCING

FOR "D" < 24"

N.T.S. N.T.S.

ADDITIONAL REINFORCING GUIDELINES:

1. ALL DEPICTIONS AND NOTES WITHIN THIS DETAIL ARE SIMILAR FOR SQUARE OR RECTANGULAR OPENINGS.

2. SIZE OF ADDITIONAL WALL REINFORCING BARS SHALL MATCH ADJACENT WALL REINFORCING. NUMBER OF

BARS ON EACH SIDE SHALL BE HALF OF THE NUMBER OF BARS DISPLACED BY THE OPENING. ADDITIONAL REINFORCING REQUIRED ON BOTH FACES OF THE WALL. BARS SHALL EXTEND BEYOND THE EDGES OF THE OPENING IN EACH DIRECTION FOR A LENGTH EQUAL TO ONE CLASS B SPLICE. MINIMUM REINFORCING

SHALL BE TWO #5.

3. SIZE OF ADDITIONAL SLAB REINFORCING BARS SHALL MATCH ADJACENT SLAB REINFORCING. NUMBER OF BARS ON EACH SIDE SHALL BE HALF OF THE NUMBER OF BARS DISPLACED BY THE OPENING. ADDITIONAL REINFORCING REQUIRED ON BOTH FACES (TOP AND BOTTOM, WHEN APPLICABLE). BARS SHALL EXTEND BEYOND THE EDGES OF THE OPENING IN EACH DIRECTION FOR A LENGTH OF EQUAL TO ONE CLASS B

SPLICE. MINIMUM REINFORCING SHALL BE TWO #5.

4. PROVIDE FOUR #5 DIAGONAL BARS AT EACH FACE OF WALL OR SLAB AS SHOWN. BARS SHALL EXTEND A

MINIMUM OF 2'-0" BEYOND THE EDGE OF THE OPENING IN EACH DIRECTION.

5. PROVIDE EIGHT #5 DIAGONAL BARS AT EACH FACE OF THE WALL OR SLAB AS SHOWN. BARS SHALL EXTEND

A MINIMUM OF 2'-0" BEYOND THE EDGE OF THE OPENING IN EACH DIRECTION.

6. IN LOCATIONS WHERE THE OPENING IS LESS THAN 2'-0" FROM THE BOTTOM OF THE WALL THE ADDITIONAL

BARS SHALL EXTEND INTO THE BASE AND TERMINATE WITH A STANDARD 90° HOOK.

7. IN LOCATIONS WHERE THE OPENING IS LESS THAN 2'-0" FROM THE EDGE OF A SLAB, THE ADDITIONAL BARS

SHALL EXTEND TO THE EDGE OF THE SLAB AND TERMINATE WITH A STANDARD 90° HOOK.

CLASS B SPLICE

LENGTH, TYP

A-58 PLUG BY DAYTON

SUPERIOR OR X-PLUG

BY GREENSTREAK

XYPEX PATCHING PLUG,

EACH SIDE

NOTE:

DETAIL APPLICABLE FOR WATER-RETAINING &

CONVEYING STRUCTURES ONLY. TIE-HOLE AT ALL

OTHER STRUCTURES SHALL BE PATCHED

ACCORDING TO THE SPECIFICATIONS.

"T"

T/3 T/3 T/3

T/2

CONSTRUCTION JOINT THAT

IS CLEAN, FREE OF

LAITANCE , AND ROUGHENED

TO FULL AMPLITUDE OF ±1

VERTICAL OR HORIZONTAL

CONSTRUCTION JOINT

KEYWAY ORIENTATION AS

SHOWN IN STRUCTURAL

SECTIONS AND DETAILS

6" PVC WATERSTOP, U.N.O.

TYPICAL WALL WALL TO-FDN

"T"

T/3 T/3 T/3

CONSTRUCTION JOINT THAT

IS CLEAN, FREE OF

LAITANCE , AND ROUGHENED

TO FULL AMPLITUDE OF ±1

KEYWAY ORIENTATION AS

SHOWN IN STRUCTURAL

SECTIONS AND DETAILS

6" PVC WATERSTOP

T/2 BEND BARS DOWN AS REQ'D

TO PROVIDE 1" MIN. CLEAR

TO WATERSTOP

"T"

T/3 T/3 T/3

CONSTRUCTION JOINT THAT

IS CLEAN, FREE OF

LAITANCE , AND ROUGHENED

TO FULL AMPLITUDE OF ±1

KEYWAY ORIENTATION AS

SHOWN IN STRUCTURAL

SECTIONS AND DETAILS

6" PVC WATERSTOP

BEND BARS DOWN AS REQ'D

TO PROVIDE 1" MIN. CLEAR

TO WATERSTOP

WALL @ ELEVATED SLAB

T/2

S-501

STANDARD

STRUCTURAL

DETAILS

S-501 STANDARD STR DETAILS.DWG

CMT

24006890.00

CMT

WHIPPLE CREEK INLINE

STORAGE

1 2 3 4 5

SHEET OF

SHEET TITLE

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEMARK

CONSULTANTS

CRAWFORD, MURPHY & TILLY, INC. 2025

P at h:

:\Q ui nc y\

-0 0_

W hi pp le

In lin eS to ra ge

\D ra w \S he et s\ S

-5

S T

A N

D A

R D

S T

R D

E T

S .d w g

D at e:

F rid ay

, O ct ob er

7, :3 9:

APPROVED BY:

1 2 3 4 5

OWNER

CITY OF QUINCY

QUINCY, IL

BID SET

OCTOBER 2025

License No. 184-000613

TYPICAL REINFORCEMENT DETAILS AT OPENINGS

1/2"=1'-0"B2

TYP. REINF. DETAILS AT CORNERS

1/2"=1'-0"B1

TIE-HOLE PATCH DETAIL

1"=1'-0"A1

TYPICAL KEYWAY AND WATERSTOP DETAILS

1"=1'-0"A2

Sheets and Views

G-001 COVER SHEET

C-001 GENERAL CIVIL NOTES

C-101 SITE PLAN - I

C-102 SITE PLAN - II

C-103 CONSTRUCTION ACCESS PLAN

C-104 EROSION CONTROL PLAN - I

C-105 EROSION CONTROL PLAN - II

C-501 CONSTRUCTION DETAILS

S-001 GENERAL STRUCTURAL NOTES

S-101 IN-LINE STORAGE STRUCTURE NO.1 PLAN

S-102 IN-LINE STORAGE STRUCTURE NO.2 PLAN

S-301 IN-LINE STORAGE STRUCTURE NO.1 SECTIONS

S-302 IN-LINE STORAGE STRUCTURE NO.2 SECTIONS

S-501 STANDARD STRUCTURAL DETAILS

File details come from the government source that posted it. Updated Oct 28, 2025.