P17 IFC Civil Plans.pdf

PDF 8 MB Posted Sep 27, 2022

Attached to: 183 MXS Corrosion Contamination Control Equipment
Solicitation number: W50S7U-22-Q-0003
Issued by: Department of the Army National Guard

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Other files

File	Type	Posted
P17 IFC Structural Plans.pdf	PDF	Sep 27, 2022
P17 IFC Electrical Plans.pdf	PDF	Sep 27, 2022
P17 IFC Hazmat Plans.pdf	PDF	Sep 27, 2022
Revised Statement of Work for Contamination Control Equip 27 Sept 22.pdf	PDF	Sep 27, 2022
P17 IFC Architectural Plans.pdf	PDF	Sep 27, 2022
P17 IFC Mechanical Plans.pdf	PDF	Sep 27, 2022
P17 IFC Cover Sheet.pdf	PDF	Sep 27, 2022
P17 Fire Protection Plans.pdf	PDF	Sep 27, 2022
P17 IFC Architectural Equipment Plan.pdf	PDF	Sep 26, 2022
P17_Floor Plan.pdf	PDF	Sep 26, 2022
Existing Paint Booth Drawing.pdf	PDF	Sep 26, 2022
6. Statement of Work - Contamination Control Equipment.pdf	PDF	Sep 23, 2022

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AutoCAD SHX Text MH 1784, O.L. (STORM) RIM 580.69 INV 568.09 (SW) 48" RCP INV 568.09 (NE) 48" RCP INV 575.09 (N) 6" STEEL INV 575.09 (S) 6" STEEL INV 575.42 (W) 24" CMP

AutoCAD SHX Text MH 1452, C.L. (STORM) RIM 582.56 INV 573.86 (NW) 24" RCP INV 573.88 (SE) 24" RCP INV 577.28 (E) 6" CMP INV 577.28 (S) 6" CMP

AutoCAD SHX Text MH 6001, C.L. (STORM) RIM 583.19 INV 574.49 (NW) 24" CMP INV 574.59 (SE) 24" CMP INV 575.09 (E) 12" RCP INV 574.59 (SW) 15" CMP

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MH 1292, C.L. (STORM) RIM 582.73 INV 578.10 (N) 6" CMP INV 578.17 (E) 6" CMP

AutoCAD SHX Text MH 6000, C.L. (STORM) RIM 583.25 INV 574.40 (N) 24" RCP INV 574.50 (S) 24" RCP INV 577.15 (SW) 6" PVC INV 577.75 (E) 6" PVC

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IN 1604, O.G. RIM 581.59 INV 577.64 (E) 21" RCP

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IN 1600, O.G. RIM 581.42 INV 577.82 (S) 8" RCP

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IN 1509, O.G. RIM 581.59 INV 577.44 (SE) 10" RCP INV 577.44 (N) 8" RCP

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MH 6003, C.L. (SAN) RIM 583.01

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LICENSED

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PROFESSIONAL

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OR SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE

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REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST

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%%U UTILITY NOTE

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ON THE CONSTRUCTION SITE. BURIED AND ABOVEGROUND

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CONTRACTOR INFORMATIONAL USE ONLY, AND %%UARE NOT

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TO BE REFERENCED FOR CONSTRUCTION PURPOSES.

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THE IMPLIED PRESENCE OR ABSENCE OF UTILITIES %%UIS NOT

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UTILITIES SHOWN ARE APPROXIMATE, ARE SHOWN FOR

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ABOVEGROUND UTILITIES, REMAIN THE SOLE RESPONSIBILITY

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SOLE RESPONSIBILITY OF THE CONTRACTOR. REROUTING,

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DISCONNECTION, PROTECTION, ETC. OF ANY UTILITIES %%UMUST

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BE COORDINATED BETWEEN THE CONTRACTOR, UTILITY

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COMPANY, AND OWNER. SITE SAFETY, INCLUDING THE

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AVOIDANCE OF HAZARDS ASSOCIATED WITH BURIED AND

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OF THE CONTRACTOR.

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%%UTOLL FREE

AutoCAD SHX Text JOINT UTILITY LOCATING INFORMATION FOR EXCAVATORS (J.U.L.I.E.) TELEPHONE NUMBER 811 OR 1-800-892-0123

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P.C.C. PAVEMENT REMOVAL

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TO BE REMOVED

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%%U NOTES:

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1. ITEMS TO BE REMOVED ARE SHOWN IN BOLD. ITEMS TO BE REMOVED ARE SHOWN IN BOLD. 2. DIRECTIONS GIVEN ON SEWER INVENTORIES REFERENCE DIRECTIONS GIVEN ON SEWER INVENTORIES REFERENCE PROJECT NORTH. 3. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING NEAR CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING NEAR BUILDINGS SO AS TO NOT DAMAGE EXISTING FOOTINGS. 4. RECORDS INDICATE EXISTING DRIVEWAYS AND PARKING AREAS RECORDS INDICATE EXISTING DRIVEWAYS AND PARKING AREAS AROUND P-17 ARE 18" IN THICKNESS.

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FIRE PROTECTION LINE

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SAW CUT AT EXISTING PAVEMENT JOINT

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SAW CUT MIN. 6" BEYOND EXISTING PAVEMENT CRACK

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CUT AND CAP SANITARY LATERAL

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DATE: 12-12-2019 EXP. DATE:11-30-2021

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LICENSED

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PROFESSIONAL

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TO BE CONSTRUED BY THE OWNER, ENGINEER, CONTRACTOR,

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OR SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE

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REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST

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%%U UTILITY NOTE

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THE LOCATIONS OF THOSE BURIED AND ABOVEGROUND

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ON THE CONSTRUCTION SITE. BURIED AND ABOVEGROUND

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CONTRACTOR INFORMATIONAL USE ONLY, AND %%UARE NOT

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TO BE REFERENCED FOR CONSTRUCTION PURPOSES.

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THE IMPLIED PRESENCE OR ABSENCE OF UTILITIES %%UIS NOT

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UTILITIES SHOWN ARE APPROXIMATE, ARE SHOWN FOR

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ABOVEGROUND UTILITIES, REMAIN THE SOLE RESPONSIBILITY

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SOLE RESPONSIBILITY OF THE CONTRACTOR. REROUTING,

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DISCONNECTION, PROTECTION, ETC. OF ANY UTILITIES %%UMUST

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BE COORDINATED BETWEEN THE CONTRACTOR, UTILITY

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COMPANY, AND OWNER. SITE SAFETY, INCLUDING THE

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AVOIDANCE OF HAZARDS ASSOCIATED WITH BURIED AND

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OF THE CONTRACTOR.

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%%UTOLL FREE

AutoCAD SHX Text JOINT UTILITY LOCATING INFORMATION FOR EXCAVATORS (J.U.L.I.E.) TELEPHONE NUMBER 811 OR 1-800-892-0123

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FIRE PROTECTION LINE

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P.C.C. SIDEWALK, 4"

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P.C.C. PAVEMENT, 8"

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DETECTABLE WARNINGS

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LANDSCAPING ROCK

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%%U NOTES:

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1. DIRECTIONS GIVEN ON SEWER INVENTORIES REFERENCE DIRECTIONS GIVEN ON SEWER INVENTORIES REFERENCE PROJECT NORTH. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING NEAR CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING NEAR BUILDINGS SO AS TO NOT DAMAGE EXISTING FOOTINGS. 3. RECORDS INDICATE EXISTING DRIVEWAYS AND PARKING AREAS RECORDS INDICATE EXISTING DRIVEWAYS AND PARKING AREAS AROUND P-17 ARE 18" IN THICKNESS. 4. 3/4" EXPANSION JOINTS SHALL BE PLACED IN ALL 3/4" EXPANSION JOINTS SHALL BE PLACED IN ALL LOCATIONS WHERE NEW PAVEMENT ABUTS THE BUILDING.

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%%U KEYED NOTES:

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ERECT SALVAGED STOP SIGN ON NEW IDOT TYPE B POST. SEE DETAIL THIS SHEET.

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TO BE ADJUSTED

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AutoCAD SHX Text CONNECT NEW ROOF DRAIN STORM SEWER TO EXISTING MANHOLE. GROUT & SEAL BETWEEN NEW PIPE & MANHOLE WALL.

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DOWNSPOUT NUMBER

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DS1

AutoCAD SHX Text PROVIDE DECORATIVE GRAVEL, 4" MIN. DEPTH, APPROXIMATELY 2" IN DIAMETER, WITH OVERLAPPING LAYERS OF GEOTEXTILE WEED BARRIER FABRIC UNDERNEATH. COLOR AND GRADATION OF DECORATIVE GRAVEL SHALL BE APPROVED BY THE CONTRACTING OFFICER.

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AutoCAD SHX Text PROVIDE DECORATIVE CAST-IN-PLACE EDGING TO MATCH THE EXISTING EDGING FOUND AT BUILDING P-1. COLOR, STYLE AND TEXTURE OF DECORATIVE EDGING SHALL BE APPROVED THE CONTRACTING OFFICER.

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DOWELED CONSTRUCTION JOINT. SEE 3/C-502

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DOWELED CONTRACTION JOINT. SEE 4/C-502

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DUMMY CONTRACTION JOINT. SEE 5/C-502

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SALVAGED STOP SIGN

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IDOT TYPE B METAL POST

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%%U SALVAGED SIGN ON NEW POST DETAIL

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PLUG EXISTING SANITARY SEWER. EXISTING CLEANOUT TO REMAIN.

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REMOVE EXISTING CLEANOUT. PLUG EXISTING SANITARY SEWER AT BUILDING.

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POST INDICATOR VALVE

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NEW SERVICE TRANSFORMER, SEE ELECTRICAL PLANS FOR DETAILS.

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AutoCAD SHX Text SEE STRUCTURAL PLANS FOR STOOP DETAIL AND JOINT SEPARATING THE STOOP FROM ADJOINING PAVEMENT.

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D r i v e

P h o n e

C-103

S I T

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D I N

N D

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L A

ISSUED FOR CONSTRUCTION 05/03/2021

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CP 1

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CP 2

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CP 3

AutoCAD SHX Text P-17

AutoCAD SHX Text P-13

AutoCAD SHX Text P-26

AutoCAD SHX Text 25.0'

AutoCAD SHX Text 583.23

AutoCAD SHX Text 583.15

AutoCAD SHX Text 6.0'

AutoCAD SHX Text 8.0'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 582.35

AutoCAD SHX Text 582.25

AutoCAD SHX Text 582.23

AutoCAD SHX Text 582.35

AutoCAD SHX Text 583.05

AutoCAD SHX Text 583.09

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583.09 MEG

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583.05 MEG

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583.18 MEG

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583.10 MEG

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582.89 MEG

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582.72 MEG

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582.72 MEG

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582.77 MEG

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582.94 MEG

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582.97 MEG

AutoCAD SHX Text 583.15

AutoCAD SHX Text 583.38

AutoCAD SHX Text 583.00

AutoCAD SHX Text 583.10

AutoCAD SHX Text 583.38

AutoCAD SHX Text 582.90

AutoCAD SHX Text 582.84

AutoCAD SHX Text 582.98

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SEE CURB RAMP GRADING DETAIL THIS SHEET

AutoCAD SHX Text 5.1'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 583.38

AutoCAD SHX Text 583.30

AutoCAD SHX Text 21.0'

AutoCAD SHX Text 6.0'

AutoCAD SHX Text 583.38

AutoCAD SHX Text 583.23

AutoCAD SHX Text 583.15

AutoCAD SHX Text 583.23

AutoCAD SHX Text 583.15

AutoCAD SHX Text 12.0'

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582.53 MEG

AutoCAD SHX Text 26.4'

AutoCAD SHX Text 6.0'

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583.17 MEG

AutoCAD SHX Text

583.09 MEG

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583.34 MEG

AutoCAD SHX Text 583.08

AutoCAD SHX Text 583.00

AutoCAD SHX Text 583.38

AutoCAD SHX Text 583.08

AutoCAD SHX Text 583.05

AutoCAD SHX Text 583.00

AutoCAD SHX Text 17.0'

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583.31 MEG

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583.37 MEG

AutoCAD SHX Text

583.29 MEG

AutoCAD SHX Text 583.38

AutoCAD SHX Text 8.0'±

AutoCAD SHX Text 19.5'

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583.30 MEG

AutoCAD SHX Text

583.30 MEG

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583.30 MEG

AutoCAD SHX Text

583.26 MEG

AutoCAD SHX Text

583.18 MEG

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583.23 MEG

AutoCAD SHX Text 583.38

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583.34 MEG

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583.31 MEG

AutoCAD SHX Text

583.10 MEG

AutoCAD SHX Text

583.05 MEG

AutoCAD SHX Text

583.07 MEG

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583.24 MEG

AutoCAD SHX Text 583.38

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583.26 MEG

AutoCAD SHX Text 10.0'

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MH 1452

AutoCAD SHX Text 2.0'

AutoCAD SHX Text 9.2'

AutoCAD SHX Text 10.2'

AutoCAD SHX Text 11.2'

AutoCAD SHX Text I.F.

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PERIMETER EROSION BARRIER SEE 1/C-503

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DS4

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DS3

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DS2

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DS1

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"x6" REDUCER

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text C-501

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AutoCAD SHX Text C-501

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AutoCAD SHX Text T.B.A.

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DS5

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DS6

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DS7

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DS8

AutoCAD SHX Text C-501

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AutoCAD SHX Text C-501

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AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text T.B.A.

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

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582.86 MEG

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582.63 MEG

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582.67 MEG

AutoCAD SHX Text

582.52 MEG

AutoCAD SHX Text

582.50 MEG

AutoCAD SHX Text 11.8'

AutoCAD SHX Text 24"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 10"

AutoCAD SHX Text 21"

AutoCAD SHX Text 24"

AutoCAD SHX Text 10"

AutoCAD SHX Text 6"

AutoCAD SHX Text 2"

AutoCAD SHX Text 6"

AutoCAD SHX Text 4"

AutoCAD SHX Text

MATCH EXISTING GRADE ON ALL SIDES

AutoCAD SHX Text 582.84

AutoCAD SHX Text T.B.R.

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FINISHED FLOOR = EL. 583.40

AutoCAD SHX Text 4.5'

AutoCAD SHX Text 8"

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MH 633

AutoCAD SHX Text 6"

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583.04 MEG

AutoCAD SHX Text 583.38

AutoCAD SHX Text 6"

AutoCAD SHX Text FUTURE GOVERNMENT FURNISHED/GOVERNMENT INSTALLED PAINT & DUST BOOTH EQUIPMENT - NOT IN CONTRACT

AutoCAD SHX Text 581.71

AutoCAD SHX Text 581.75

AutoCAD SHX Text 581.71

AutoCAD SHX Text 581.75

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581.75 MEG

AutoCAD SHX Text

581.74 MEG

AutoCAD SHX Text

581.75 MEG

AutoCAD SHX Text

581.80 MEG

AutoCAD SHX Text 582.23

AutoCAD SHX Text 582.25

AutoCAD SHX Text 582.35

AutoCAD SHX Text

581.71 MEG

AutoCAD SHX Text

581.70 MEG

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 6.0'

AutoCAD SHX Text 9.95'

AutoCAD SHX Text 583.05

AutoCAD SHX Text 583.09

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583.11 MEG

AutoCAD SHX Text 583.15

AutoCAD SHX Text 583.30

AutoCAD SHX Text C-502

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AutoCAD SHX Text C-502

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DS5

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AutoCAD SHX Text 24"

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text 24"

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AutoCAD SHX Text PEI No.

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LAYOUT

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DRAWN

AutoCAD SHX Text Date

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REVIEWED

AutoCAD SHX Text 29P1606

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DATE: 12-12-2019 EXP. DATE:11-30-2021

AutoCAD SHX Text 062-067854

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LICENSED

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PROFESSIONAL

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ENGINEER

AutoCAD SHX Text 1"=10'

AutoCAD SHX Text 6/27/2019

AutoCAD SHX Text C-103.dwg

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BJB

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BJB

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JHL

AutoCAD SHX Text 6/25/19

AutoCAD SHX Text 6/26/19

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TRUE

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PROJECT

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UTILITY LOCATION, IDENTIFICATION, AND MARKING ARE THE

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TO BE CONSTRUED BY THE OWNER, ENGINEER, CONTRACTOR,

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OR SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE

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REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST

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%%U UTILITY NOTE

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THE LOCATIONS OF THOSE BURIED AND ABOVEGROUND

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ON THE CONSTRUCTION SITE. BURIED AND ABOVEGROUND

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CONTRACTOR INFORMATIONAL USE ONLY, AND %%UARE NOT

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TO BE REFERENCED FOR CONSTRUCTION PURPOSES.

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THE IMPLIED PRESENCE OR ABSENCE OF UTILITIES %%UIS NOT

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UTILITIES SHOWN ARE APPROXIMATE, ARE SHOWN FOR

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ABOVEGROUND UTILITIES, REMAIN THE SOLE RESPONSIBILITY

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SOLE RESPONSIBILITY OF THE CONTRACTOR. REROUTING,

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DISCONNECTION, PROTECTION, ETC. OF ANY UTILITIES %%UMUST

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BE COORDINATED BETWEEN THE CONTRACTOR, UTILITY

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COMPANY, AND OWNER. SITE SAFETY, INCLUDING THE

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AVOIDANCE OF HAZARDS ASSOCIATED WITH BURIED AND

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OF THE CONTRACTOR.

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%%UTOLL FREE

AutoCAD SHX Text JOINT UTILITY LOCATING INFORMATION FOR EXCAVATORS (J.U.L.I.E.) TELEPHONE NUMBER 811 OR 1-800-892-0123

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%%U LEGEND

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EDGE OF PAVEMENT

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CURB LINE

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%%UEXISTING

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%%UPROPOSED

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BOLLARD

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DECIDUOUS TREE

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CONIFEROUS TREE

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BUSH

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LIGHT POLE

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FENCE LINE

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PARKING BLOCK

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MANHOLE

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INLET

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CLEAN OUT

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DOWNSPOUT

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STORM SEWER

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SANITARY SEWER

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WATER VALVE

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FIRE HYDRANT

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DOMESTIC WATER LINE

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GAS LINE

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ELECTRIC BOX

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HANDHOLE

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U.G. COMM LINE

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U.G. ELEC. LINE

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BUILDING LINE

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ELEC

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FIRE PROTECTION LINE

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%%U NOTES:

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1. DIRECTIONS GIVEN ON SEWER INVENTORIES DIRECTIONS GIVEN ON SEWER INVENTORIES REFERENCE PROJECT NORTH. 2. CONTRACTOR SHALL USE CAUTION WHILE CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING NEAR BUILDINGS SO AS TO NOT DAMAGE EXISTING FOOTINGS. 3. RECORDS INDICATE EXISTING DRIVEWAYS AND RECORDS INDICATE EXISTING DRIVEWAYS AND PARKING AREAS AROUND P-17 ARE 18" IN THICKNESS. 4. MEG = MATCH EXISTING GRADEMEG = MATCH EXISTING GRADE

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%%U CURB RAMP GRADING DETAIL

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SCALE = 1" = 5'

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SILT FENCE

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INLET FILTER

AutoCAD SHX Text I.F.

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TO BE ADJUSTED

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%%U KEYED NOTES:

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DOWNSPOUT CONNECTION. SEE 6/C-501.

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AutoCAD SHX Text PROVIDE DECORATIVE CAST-IN-PLACE EDGING TO MATCH THE EXISTING EDGING FOUND AT BUILDING P-1. COLOR, STYLE AND TEXTURE OF DECORATIVE EDGING SHALL BE BY THE CONTRACTING OFFICER.

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%%U EROSION CONTROL NOTES:

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1. THE EROSION CONTROL WORK SHALL BE IN ACCORDANCE WITH FEDERAL, THE EROSION CONTROL WORK SHALL BE IN ACCORDANCE WITH FEDERAL, THE ILLINOIS URBAN MANUAL, THE I.E.P.A. STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENTATION CONTROL, THE ILLINOIS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND WITH ALL APPLICABLE STATE, COUNTY AND LOCAL ORDINANCES AND REGULATIONS. 2. STREETS, DRIVEWAYS AND PARKING AREAS SHALL BE KEPT FREE OF DIRT, STREETS, DRIVEWAYS AND PARKING AREAS SHALL BE KEPT FREE OF DIRT, MUD AND DEBRIS. ALL EXPENSES INCURRED FOR CLEANING THESE SURFACES OF CONSTRUCTION TRACKING SHALL BE CONSIDERED INCLUDED IN THE COST OF THE CONTRACT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION AND MAINTENANCE OF ALL TEMPORARY AND PERMANENT EROSION CONTROL DEVICES. 4. THE CONTRACTOR SHALL INSPECT AND DOCUMENT EROSION CONTROL THE CONTRACTOR SHALL INSPECT AND DOCUMENT EROSION CONTROL MEASURES ON A WEEKLY BASIS AND AFTER ANY RAINFALL IN EXCESS OF ONE-HALF INCH. REPORTS SHALL BE KEPT AT A LOCATION ON SITE WHICH WILL BE AVAILABLE FOR REVIEW AT ALL TIMES. ALL EROSION CONTROL MEASURES SHALL BE FUNCTIONAL. ANY REPAIR SHALL BE MADE AS SOON AS CONDITIONS ALLOW. ANY SEDIMENT REACHING HALF THE HEIGHT OF THE EROSION CONTROL MEASURE SHALL BE REMOVED. 5. NO SEDIMENT SHALL BE ALLOWED TO ENTER INTO THE DRAINAGE SYSTEM. NO SEDIMENT SHALL BE ALLOWED TO ENTER INTO THE DRAINAGE SYSTEM. THE CONTRACTOR SHALL INSTALL INLET PROTECTION OR APPROVED EQUIVALENT ON STORM STRUCTURES PRIOR TO COMMENCEMENT OF WORK. INLET PROTECTION SHALL BE MAINTAINED UNTIL SUCH TIME THAT ALL AREA TRIBUTARY TO THE STRUCTURE HAVE BEEN STABILIZED. 6. TEMPORARY SILT FENCING SHALL BE INSTALLED AND MAINTAINED AS SHOWN TEMPORARY SILT FENCING SHALL BE INSTALLED AND MAINTAINED AS SHOWN ON THE PLANS UNTIL CONSTRUCTION IS COMPLETE. 7. ALL STORM SEWERS, CULVERTS AND CATCH BASINS WITHIN THE PROJECT ALL STORM SEWERS, CULVERTS AND CATCH BASINS WITHIN THE PROJECT LIMITS ARE TO BE CLEANED AT THE END OF CONSTRUCTION AND PRIOR TO FINAL ACCEPTANCE. CLEANING MAY ALSO BE REQUIRED DURING THE COURSE OF CONSTRUCTION IF IT IS DETERMINED THAT THE SILT AND DEBRIS TRAPS ARE NOT PROPERLY FUNCTIONING AND THEIR PERFORMANCE IS IMPAIRED. 8. STOCKPILES SHALL BE LOCATED TO AVOID EROSION AND IN A LOCATION STOCKPILES SHALL BE LOCATED TO AVOID EROSION AND IN A LOCATION APPROVED BY THE USING AGENCY. 9. THE TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED THE TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED EFFECTIVELY UNTIL ALL PERMANENT EROSION CONTROL ITEMS ARE FULLY FUNCTIONAL. MAINTENANCE, CLEANING AND GENERAL UPKEEP OF THE EROSION CONTROL ITEMS SHALL BE CONSIDERED INCLUDED IN THE COST OF THE CONTRACT. 10. ALL DISTURBED AREAS SHALL BE SEEDED. ALL DISTURBED AREAS SHALL BE SEEDED. 11. AN NPDES PERMIT IS NOT REQUIRED (<1 ACRE DISTURBED). AN NPDES PERMIT IS NOT REQUIRED (<1 ACRE DISTURBED). 12. SEDIMENT WILL NOT BE ALLOWED TO MIGRATE ONTO NEW OR EXISTING SEDIMENT WILL NOT BE ALLOWED TO MIGRATE ONTO NEW OR EXISTING PAVEMENTS DURING OR AFTER CONSTRUCTION. 13. INLET FILTERS SHALL COMPLY WITH IDOT OR ILLINOIS URBAN MANUAL INLET FILTERS SHALL COMPLY WITH IDOT OR ILLINOIS URBAN MANUAL STANDARDS. 14. PERIMETER EROSION BARRIER SHALL COMPLY WITH IDOT STANDARDS.PERIMETER EROSION BARRIER SHALL COMPLY WITH IDOT STANDARDS.

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TO BE REMOVED

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SEWER LINES TO BE JETTED AND CLEANED. DEBRIS WILL NOT BE ALLOWED TO ESCAPE FROM MH 633. DEBRIS FROM THE JETTING AND CLEANING SHALL BE REMOVED FROM MH 633.

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P h o n e

C-501

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ISSUED FOR CONSTRUCTION 05/03/2021

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EX 24" STORMSEWER

AutoCAD SHX Text C-501

AutoCAD SHX Text

AutoCAD SHX Text C-501

AutoCAD SHX Text

AutoCAD SHX Text C-501

AutoCAD SHX Text

INV 578.99

AutoCAD SHX Text 8"x6" REDUCER

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8" STORM SEWER @ 1.00%

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6" STORM SEWER @ 1.00%

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INV 580.00

AutoCAD SHX Text 45°

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EX GROUND LINE

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NEW SIDEWALK

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EX 6" STORM SEWER

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DS4

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DS3

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DS2

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DS1

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INV 579.25

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RIM 583.03

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RIM 583.17

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NEW FIRE PROTECTION LINE

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2" GAS

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3" SAN

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COMM

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4" WATER

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6" SAN

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6" SAN

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INV 576.81

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DS5

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DS6

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INV 576.34

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FROM DS7 & DS8

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INV 576.03

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MH #1452

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6" STORM SEWER @ 1.00%

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8" STORM SEWER

AutoCAD SHX Text @ 1.00%

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INV 577.20

AutoCAD SHX Text C-501

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AutoCAD SHX Text C-501

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RIM 583.22

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RIM 583.31

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INV 580.39

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6" SAN

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DS7

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DS8

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FROM DS5 & DS6

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INV 580.08

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INV 576.20

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6" STORM SEWER @ 1.00%

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6" STORM SEWER @ 19.07%

AutoCAD SHX Text C-501

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AutoCAD SHX Text C-501

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RIM 583.10

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RIM 583.25

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NEW PAVEMENT

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LAYOUT

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DRAWN

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REVIEWED

AutoCAD SHX Text 29P1606

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DATE: 12-12-2019 EXP. DATE:11-30-2021

AutoCAD SHX Text 062-067854

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LICENSED

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PROFESSIONAL

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ENGINEER

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AS SHOWN

AutoCAD SHX Text 6/27/2019

AutoCAD SHX Text C-501.dwg

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BJB

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BJB

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JHL

AutoCAD SHX Text 6/25/19

AutoCAD SHX Text 6/26/19

AutoCAD SHX Text C-501

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STORM SEWER PROFILE - DS1 THRU DS5

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SCALE: 1"=10' HORIZ; 1"=5' VERT

AutoCAD SHX Text C-501

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STORM SEWER PROFILE - DS6 THRU DS8

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SCALE: 1"=10' HORIZ; 1"=5' VERT

AutoCAD SHX Text C-501

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STORM SEWER PROFILE - DS9 & DS10

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SCALE: 1"=10' HORIZ; 1"=5' VERT

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%%U CIVIL/SITE GENERAL NOTES

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1. ALL WORK PERFORMED SHALL BE IN CONFORMANCE WITH THE APPLICABLE SECTIONS OF THE ALL WORK PERFORMED SHALL BE IN CONFORMANCE WITH THE APPLICABLE SECTIONS OF THE ILLINOIS DEPARTMENT OF TRANSPORTATION (IDOT) "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" (HEREINAFTER REFERRED TO AS STANDARDS SPECIFICATIONS) ADOPTED APRIL 1, 2016 AND THE CURRENT EDITION OF THE SUPPLEMENTAL SPECIFICATIONS. ARTICLES 105.01, 105.09, 105.10, 105.11, 105.12, 105.13 AND SECTION 109 OF THE STANDARDS SPECIFICATIONS SHALL NOT BE INCORPORATED INTO THIS PROJECT. 2. ALL REFERENCES TO METHODS OF MEASUREMENT AND BASIS OF PAYMENT SHALL NOT APPLY. ALL REFERENCES TO METHODS OF MEASUREMENT AND BASIS OF PAYMENT SHALL NOT APPLY. 3. ALL REFERENCES TO ENGINEER OR DEPARTMENT SHALL BE CONSTRUED TO MEAN THE ALL REFERENCES TO ENGINEER OR DEPARTMENT SHALL BE CONSTRUED TO MEAN THE CONTRACTING OFFICER (CO) OR CONTRACTING OFFICER'S REPRESENTATIVE (COTR). 4. UTILITIES AND EXISTING INFORMATION SHOWN ARE APPROXIMATE AND WERE LOCATED FROM A UTILITIES AND EXISTING INFORMATION SHOWN ARE APPROXIMATE AND WERE LOCATED FROM A COMBINATION OF FIELD SURVEYS, INFORMATION PROVIDED TO THE COTR, AND FIELD OBSERVATION. CONTRACTOR IS RESPONSIBLE TO BECOME FAMILIAR WITH ALL CONSTRUCTION DOCUMENTS, TO CALL J.U.L.I.E., AND PERFORM ANY INSPECTIONS NECESSARY TO FIELD VERIFY LOCATIONS OF UTILITIES AND ALL OTHER EXISTING INFORMATION PRIOR TO ANY CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL HAVE THE RESPONSIBILITY TO LOCATE AND PROTECT ALL UNDERGROUND FACILITIES/UTILITIES DURING CONSTRUCTION OPERATIONS AS OUTLINED IN ARTICLE 107.39 OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. ANY DAMAGE TO ANY UTILITIES SHALL BE PROMPTLY REPORTED TO THE CO & COTR. REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE IMPLIED PRESENCE OR ABSENCE OF UTILITIES IS NOT TO BE CONSTRUED BY THE CO, COTR, CONTRACTOR, OR SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST ON THE CONSTRUCTION SITE. BURIED AND ABOVE GROUND UTILITY LOCATION, IDENTIFICATION, AND MARKING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REROUTING, DISCONNECTION, PROTECTION, ETC. OF ANY UTILITIES MUST BE COORDINATED BETWEEN THE CONTRACTOR, UTILITY COMPANY, AND CO. SITE SAFETY, INCLUDING THE AVOIDANCE OF HAZARDS ASSOCIATED WITH BURIED AND ABOVEGROUND UTILITIES REMAINS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING UTILITY PROPERTY FROM CONSTRUCTION OPERATIONS. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY WORK IN AND AROUND UTILITY-OWNED INFRASTRUCTURE AND MAKE THEM AWARE OF WORK TO BE PERFORMED. EXISTING UTILITIES WHICH ARE DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION, SHALL BE REPAIRED AND/OR REPLACED WITHOUT ADDITIONAL COMPENSATION. CONFLICTS WITH PROPOSED CONSTRUCTION AND UTILITIES TO REMAIN ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE COTR FOR COORDINATION WITH THE CO. 5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING SITE CONDITIONS AND BECOMING FAMILIAR CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING SITE CONDITIONS AND BECOMING FAMILIAR WITH ALL CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY THE COTR OF ANY DISCREPANCY IMMEDIATELY. 6. CONTRACTOR SHALL CONTINUOUSLY COMPARE ALL LINES, GRADES, AND OTHER INFORMATION CONTRACTOR SHALL CONTINUOUSLY COMPARE ALL LINES, GRADES, AND OTHER INFORMATION APPEARING ON THE PLANS WITH THE ACTUAL LINES, GRADES, AND SITE CONDITIONS. ANY DISCREPANCIES THAT MAY AFFECT THE PERFORMANCE OF THE WORK IN ACCORDANCE WITH THE INTENT OF THE CONTRACT DOCUMENTS SHALL BE IMMEDIATELY REPORTED TO THE USING CO AND COTR IN WRITING FOR DISPOSITION BEFORE CONTRACTOR PROCEEDS WITH THE WORK. CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR THE WORK COMPLETED PRIOR TO THE REPORT TO THE CO AND COTR, AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR CORRECTION OF THE WORK PRIOR TO THE REPORT. 7. TEMPORARY EROSION CONTROL (SILT FENCE & INLET FILTERS) SHALL BE IN PLACE PRIOR TO TEMPORARY EROSION CONTROL (SILT FENCE & INLET FILTERS) SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. THE TEMPORARY EROSION CONTROL ITEMS SHALL MEET THE APPLICABLE REQUIREMENTS OF SECTION 280 OF THE IDOT STANDARD SPECIFICATIONS. AN NPDES PERMIT IS NOT REQUIRED (<1 ACRE DISTURBED). 8. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, UNLESS NOTED THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL PROVIDE ANY FINANCIAL SURETIES REQUIRED AS PART OF ANY PERMIT. 9. REFERENCES TO "INSPECTION" OR "INSPECTOR" IN THE SPECIFICATIONS SHALL NOT CREATE, REFERENCES TO "INSPECTION" OR "INSPECTOR" IN THE SPECIFICATIONS SHALL NOT CREATE, IMPOSE, OR GIVE RISE TO ANY DUTY OWED BY THE CO OR COTR TO THE CONTRACTOR, ANY SUBCONTRACTOR, OR ANY SUPPLIER. 10. WHERE SECTION OR SUB-SECTION MONUMENTS OR ANY BOUNDARY MONUMENTS ARE WHERE SECTION OR SUB-SECTION MONUMENTS OR ANY BOUNDARY MONUMENTS ARE ENCOUNTERED, THE COTR SHALL BE NOTIFIED BEFORE SUCH MONUMENTS ARE REMOVED. IN ALL CASES THE CONTRACTOR SHALL PROTECT AND PRESERVE PROPERTY MARKERS AND MONUMENTS UNTIL THEIR LOCATIONS ARE REFERENCED BY AN ILLINOIS PROFESSIONAL LAND SURVEYOR OR HIS/HER EMPLOYEE UNDER THEIR DIRECT SUPERVISION. FOLLOWING THE COMPLETION OF CONSTRUCTION ACTIVITIES, THE PROPERTY MARKERS WILL BE REPLACED BY THE LAND SURVEYOR OR HIS/HER EMPLOYEES. 11. CONSTRUCTION STAKING, LAYOUT, AND GRADING SHALL BE THE RESPONSIBILITY OF THE CONSTRUCTION STAKING, LAYOUT, AND GRADING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR USING THE BASIC TOPOGRAPHIC SURVEY CONTROLS PROVIDED IN THE PLANS. CONTRACTOR SHALL VERIFY SURVEY CONTROLS PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES IN THE SURVEY CONTROLS SHALL BE REPORTED TO THE CO AND COTR PRIOR TO CONSTRUCTION. ANY ADDITIONAL SURVEY CONTROLS REQUIRED FOR CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 12. REMOVE ITEMS AS INDICATED ON THE DRAWINGS. ANY EXISTING ITEMS TO REMAIN DAMAGED REMOVE ITEMS AS INDICATED ON THE DRAWINGS. ANY EXISTING ITEMS TO REMAIN DAMAGED DURING REMOVAL SHALL BE REPLACED WITH MATERIALS MATCHING IN KIND. 13. CONTRACTOR SHALL REMOVE ALL EARTHEN MATERIALS, EXISTING SURFACES, AND STRUCTURES AS CONTRACTOR SHALL REMOVE ALL EARTHEN MATERIALS, EXISTING SURFACES, AND STRUCTURES AS REQUIRED. ALL WASTE MATERIAL AND DEBRIS SHALL BE PROPERLY DISPOSED OF OFF-SITE. DISPOSING OF WASTE MATERIAL AND DEBRIS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. 14. REMOVE ITEMS AS INDICATED ON THE DRAWINGS. ANY EXISTING ITEMS TO REMAIN DAMAGED REMOVE ITEMS AS INDICATED ON THE DRAWINGS. ANY EXISTING ITEMS TO REMAIN DAMAGED DURING REMOVAL SHALL BE REPLACED WITH MATERIALS MATCHING IN KIND. 15. ALL UNIMPROVED AREAS DISTURBED BY CONSTRUCTION ACTIVITIES AND EQUIPMENT SHALL BE ALL UNIMPROVED AREAS DISTURBED BY CONSTRUCTION ACTIVITIES AND EQUIPMENT SHALL BE FINISH GRADED AND SEEDED TO MATCH THE CONDITION THAT EXISTED BEFORE CONSTRUCTION BEGAN. 16. ALL CONCRETE SHALL HAVE A MINIMUM 14-DAY COMPRESSIVE STRENGTH OF 3,500 P.S.I. ALL CONCRETE SHALL HAVE A MINIMUM 14-DAY COMPRESSIVE STRENGTH OF 3,500 P.S.I. 17. ALL REINFORCEMENT BARS SHALL CONFORM TO ASTM-A615, GRADE 60. ALL REINFORCEMENT BARS SHALL CONFORM TO ASTM-A615, GRADE 60. 18. ALL GROUT SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2,000 P.S.I. ALL GROUT SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2,000 P.S.I. 19. THE CONTRACTOR SHALL REMOVE VEGETATION AS INDICATED ON THE DRAWINGS IN ACCORDANCE THE CONTRACTOR SHALL REMOVE VEGETATION AS INDICATED ON THE DRAWINGS IN ACCORDANCE WITH SECTION 201 OF THE IDOT STANDARD SPECIFICATIONS. BURNING OR BURYING ON THE LOT WILL NOT BE PERMITTED. 20. ALL SIDEWALKS SHALL BE 4 INCHES IN THICKNESS AND CONSTRUCTED TO THE WIDTH STATED ON ALL SIDEWALKS SHALL BE 4 INCHES IN THICKNESS AND CONSTRUCTED TO THE WIDTH STATED ON THE PLANS. JOINT SPACING SHALL NOT EXCEED 1.5 TIMES THE WIDTH OF SIDEWALK. 21. ANY SIGNS OR OTHER OBSTRUCTIONS INDICATED ON THE DRAWINGS TO REMAIN WHICH ARE ANY SIGNS OR OTHER OBSTRUCTIONS INDICATED ON THE DRAWINGS TO REMAIN WHICH ARE REQUIRED TO BE TEMPORARILY REMOVED TO FACILITATE CONSTRUCTION, SHALL BE RE-ERECTED AS NEAR TO THEIR ORIGINAL POSITION AS PRACTICAL. ANY ITEMS TEMPORARILY REMOVED WHICH ARE DAMAGED SHALL BE REPLACED WITH NEW MATCHING THE SIZE, STYLE AND MATERIAL OF THE ORIGINAL. ALL REPLACEMENTS SHALL MEET THE APPROVAL OF THE CO.

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AND COVER

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TOP OF PIPE

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FINISHED GRADE

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STORM SEWER

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45%%D BENDS

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BETWEEN PIPE

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FIBER PACKING

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CONCRETE

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6" PIPE

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CONCRETE ENCASEMENT-

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2' SQ.

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%%UNOTE:

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AND FRAME

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PLACE AGAINST FIRM,

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UNDISTURBED SOIL

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CLEANOUT FRAME

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PAD

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TIGHT PLUG

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PROVIDE WATER

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DRAIN

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SLOPE TO

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COVER

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TOP OF

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2' SQ.

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BETWEEN PIPE

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FIBER PACKING

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6" PIPE

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FINISHED GRADE

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CONCRETE PAD

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VARIES

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CONCRETE

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AROUND PIPE

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6" MIN. ALL

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WYE

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UNDISTURBED SOIL

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PLACED AGAINST FIRM

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CONCRETE ENCASEMENT

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FLOW

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CLEANOUT

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FRAME &

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PIPE

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AND FRAME

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ENCASEMENT

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ELEV. VARIES

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6"%%C STORM PIPE

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DOWNSPOUT PROVIDED

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UNDER GENERAL WORK

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INVERT ELEV.

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VARIES

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1. ALL BENDS, RISER PIPE, CONCRETE ENCASEMENT, ALL BENDS, RISER PIPE, CONCRETE ENCASEMENT, FRAME, COVER AND CONCRETE PAD SHALL BE CONSIDERED INCLUDED WITH THE COST OF THE TERMINAL CLEANOUT. 2. CONCRETE PAD IS ONLY REQUIRED IN UNIMPROVED CONCRETE PAD IS ONLY REQUIRED IN UNIMPROVED AREAS.

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TERMINAL CLEANOUT DETAIL

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SCALE: N.T.S.

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CLEANOUT WYE DETAIL

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FLOW

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1. WYES, BENDS, RISER PIPE, CONCRETE ENCASEMENT, WYES, BENDS, RISER PIPE, CONCRETE ENCASEMENT, FRAME, COVER AND CONCRETE PAD SHALL BE CONSIDERED INCLUDED WITH THE COST OF THE CLEANOUT WYE. 2. CONCRETE PAD IS ONLY REQUIRED IN UNIMPROVED CONCRETE PAD IS ONLY REQUIRED IN UNIMPROVED AREAS.

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DOWNSPOUT CONNECTION DETAIL

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SCALE: N.T.S.

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2.5' MIN.

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TWO 6" 45° ELBOWSOR ONE 6" LONGSWEEP ELBOW

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FINISHED FLOOR

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TRENCH

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WALL

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MIN

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MIN

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FLOW

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1' MIN.

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1' MIN.

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EXIST. 24" RCP STORM SEWER

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CONCRETE ENCASEMENT. PLACE AGAINST FIRM UNDISTURBED SOIL.

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STORM SEWER CONNECTION DETAIL

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SCALE: N.T.S.

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DOWNSPOUT SHOE

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FLOW

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1' MIN.

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STORM SEWER

1% MIN. SLOPE

V I S

I O

N D

A T

E r d

W i n g

I l l i n o i s

A i r

N a t i o n a l

G u a r d

O k l a m h o m a

C i t y

N G

I D n t r a c t

B r o a d w a y

E x t e n s i o n

S u i t e

P h o n e

D C

F T

S P

R I N

G F

I E

L D

I L

R E

P A

I L D

I N

S p r i n g f i e l d

I l l i n o i s

P r a i r i e

E n g i n e e r s

C a n a d i a n

C r o s s

D r i v e

P h o n e

C-502

C I V

I L S

I T

E T

A I L S

ISSUED FOR CONSTRUCTION 05/03/2021

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LAYOUT

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DRAWN

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REVIEWED

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DATE: 12-12-2019 EXP. DATE:11-30-2021

AutoCAD SHX Text 062-067854

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LICENSED

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PROFESSIONAL

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ENGINEER

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AS SHOWN

AutoCAD SHX Text 6/27/2019

AutoCAD SHX Text C-502.dwg

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BJB

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BJB

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JHL

AutoCAD SHX Text 6/25/19

AutoCAD SHX Text 6/26/19

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DRILL AND EPOXY GROUT DOWEL

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JOINT SEAL, TYPE 3 SEE DETAIL 6/C-502

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EXISTING PAVEMENT

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NEW PAVEMENT

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1/2 DOWEL LENGTH

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T = PAVEMENT THICKNESS

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PAINT AND OIL END OF DOWEL

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AutoCAD SHX Text 1" x 20" DOWEL BAR @ 12" CTR

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PAINT AND OIL ONE END OF DOWEL

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CONSTRUCTION JOINT

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T = PAVEMENT THICKNESS

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1/2 DOWEL LENGTH

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FIRST POUR

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SECOND POUR

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JOINT SEAL, TYPE 3 SEE DETAIL 6/C-502

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T = PAVEMENT THICKNESS

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PAINT AND OIL ONE END OF DOWEL

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1/2 DOWEL LENGTH

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JOINT SEAL, TYPE 2 SEE DETAIL 6/C-502

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T = PAVEMENT THICKNESS

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JOINT SEAL, TYPE 2 SEE DETAIL 6/C-502

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BUTTED JOINT

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TYPE 3

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TYPE 2

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TYPE 1

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AutoCAD SHX Text CHAMFER 1/4" x 1/4"

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JET FUEL-RESISTANT POURED JOINT SEALANT

AutoCAD SHX Text NON-MOISTURE ABSORPTIVE, NON-REACTIVE BACKER ROD 1/8" GREATER THAN WIDTH WIDTH OF JOINT

AutoCAD SHX Text 3/4" +1/8"+1/8"1/8"

AutoCAD SHX Text NON-EXTRUDED PREMOLDED COMPRESSIBLE MATERIAL. ASTM D-1751 OR D-1752 FOR FULL DEPTH OF CONCRETE

AutoCAD SHX Text CHAMFER 1/4" x 1/4"

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JET FUEL-RESISTANT POURED JOINT SEALANT

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1/8" INITIAL SAW CUT

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1-3/8" MIN.

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JET FUEL-RESISTANT POURED JOINT SEALANT

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1-3/8" MIN.

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1. ALL EDGES OF NEW SLABS, FREE STANDING OR CLOSURE, SHALL BE EDGED WITH AN ALL EDGES OF NEW SLABS,…

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