RFB922300-01 - DOC CCF Kitchen & Laundry Addition - Addendum #1.pdf

Addendum

14225 University Avenue, Suite 110 | Waukee, IA 50263 | p 515.225.3469 | www.f-w.com

ENGINEERS | ARCHITECTS | SURVEYORS | SCIENTISTS

Addendum Number: 1.0

Addendum Issue Date: December 22, 2022 Owner: State of Iowa Department of Corrections – Clarinda

Correctional Facility

Project Name: Clarinda Correctional Facility – Kitchen & Laundry

RFB Number: 922300-01

Containing: 3 Pages; 8 Drawings; 0 Specifications

This addendum amends the drawings and specifications of the above reference project and is hereby incorporated into the contract documents as part thereof. Bidders must acknowledge receipt of this Addendum in the space provided on the Bid Form. FAILURE TO DO SO MAY SUBJECT BIDDER TO DISQUALIFICATION.

Drawings:

Item No. 1. COVER SHEET

1. REPLACE Cover sheet with attached, updated Cover sheet.

Civil:

Item No. 2. C2.1 – LAYOUT PLAN

1. ADD temporary Security Shed at the west side of the Construction Access.

2. ADD temporary Job Trailer Locations at gravel staging area.

Item No. 3. C4.1 – UTILITY PLAN

1. ADD Notes/Callouts for Contractor to install power to the Temporary Security Shed and Job Trailers per MEP Plans.

Structural:

Item No. 4. S1.1 – FOUNDATION PLAN – AREA ‘A’

Reference view 1 – FOUNDATION PLAN – AREA ‘A’

1. ADD thickened slabs under washing machines.

2. ADD section cuts for new detail D1/S5.1.

Item No. 5. S5.1 – STRUCTURAL DETAILS

1. ADD detail D1 showing thickened slab construction under washing machines.

Architectural:

Item No. 6. A7.2 – DOOR SCHEDULE, ELEVATIONS AND DETAILS

Reference – DOOR SCHEDULE NOTES:

Farnsworth Group, Inc.

1. REVISE item 3. to read as follows: “DOOR FRAME, DOOR, DOOR HARDWARE AND ALL ASSOCATIED

ELEMENTS SHALL BE OWNER FURNISHED AND OWNER INSTALLED PRIOR TO THE START OF

CONSTRUCTION”

Foodservice Equipment:

Item No. 7. FS401 – FOODSERVICE EQUIPMENT STANDARD DETAILS

Reference view – SD-188 WALK-IN FLOOR – FLOORLESS W/ HIGH SCREEDS, INSUL. W/ HEAT

1. Clarification: Conduit and heat cable are installed in a 1” mortar bed below the vapor barrier and insulation.

Fire Protection: NA

Plumbing:

Item No. 8. P6.2 – PLUMBING SCHEDULES

Reference View – PLUMBING MATERIAL LIST CONTINUED

1. ADD Willoughby and Metcraft to WC-2 as acceptable manufacturers for the water closet. No change to flush valve manufacturers.

Mechanical:

Item No. 9. M1.4 – LEVEL 02 PLAN – AREA B – MECHANICAL

Reference view 1 – LEVEL 02 PLAN – AREA B - MECHANICAL

1. REVISE DOAS-1 and AHU-1 layout locations and modify DOAS-1 to show enlarged burner section.

Item No. 10. M3.0 – ENLARGED PLAN - MECHANICAL

Reference view 1 – LEVEL 02 PLAN – AREA B – MEHCNAICAL ENLARGED PLAN

1. REVISE DOAS-1 and AHU-1 layout locations and modify DOAS-1 to show enlarged burner section.

2. REVISE keynote 9 to callout two 10” diameter flues.

Reference view 2 – SECTION – DOAS-1

3. REVISE DOAS-1 section to show two 10” diameter flues.

Item No. 11. M4.3 – MECHANICAL DETAILS

Reference view 1 – LEVEL 02 PLAN – AREA B – MECHANICAL ENLARGED PLAN

1. REVISE DOAS-1 detail for enlarged burner section.

2. REVISE keynote 11 to callout burner damper locations.

Electrical:

Item No. 12. E1.7 – LEVEL 02 PLAN – AREA B - POWER

Reference view – LEVEL 02 PLAN – AREA B - POWER

1. REVISE location of VFD-7.5 and VFD-20 to south to coordinate with DOAS-1 duct and required service clearances.

Technology: NA

Farnsworth Group, Inc.

Specifications:

Item No. 13. Section 11 4000 - FOODSERVICE EQUIPMENT

Reference – Article 3.06 Item Specifications - Item #20 – FLOOR TROUGH

1. REVISE quantity to “One”

Reference – Article 3.06 Item Specifications - Item #188 – HOSE REEL SECURITY CABINET

2. REVISE item name to read “HOSE STATION SECURITY CABINET”

3. REVISE quantity to “One”

Item No. 14. Section 23 7313 – INDOOR MODULAR AIR HANDLING UNITS

Section 2.01 – MODULAR INDOOR AIR HANDLING UNITS – Article I. Burner and Heat Exchanger – Item 1.

1. ADD the following verbiage at the end of the item “Dampers shall be controlled by burner controller based on modulating input signal for firing rate.”

Product Approvals:

The following manufacturers are approved as substitute products of the named Base Bid manufacturer(s). Approval is contingent upon manufacturers fulfilling all specification requirements, tangible and intangible, equally as well as specified product.

References/Item Manufacturer/Supplier

Bids are Due: January 19, 2023 / 2:00 PM local time to IMPACS Electronic Procurement System.

END OF ADDENDUM

Issued By:

FARNSWORTH GROUP, INC.

Kelsey Vetter, AIA

Project Architect

Attachments:

Drawings: COVER, C2.1, C4.1, S1.1, S5.1, M1.4, M3.0, M4.3

Specifications: NA

Other: NA

PROJECT NO.: DATE:

PROFESSIONAL REGISTRATIONS

LOCATION MAP

PROJECT IMAGE

IMAGE © < COPYRIGHT NOTICE >

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0211435.00

CLARINDA CORRECTIONAL FACILITY - KITCHEN &

LAUNDRY ADDITION

STATE OF IOWA DEPARTMENT OF CORRECTIONS

2000 N 16TH ST, CLARINDA, IA 51632

11/18/2022

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BID SET

11/18/2022

ARCHITECT:

FARNSWORTH GROUP

14225 University Ave Ste 110 Waukee, IA 50263

ENGINEERS:

BISHOP ENGINEERING

3501 104th St, Urbandale, IA 50322

KPFF CONSULTING ENGINEERS

604 Locust St Ste. 202 Des Moines, IA 50309

IMEG

2882 106th St Des Moines, IA 50263

RIPPE ASSOCIATES

10400 Yellow Circle Drive Ste 100 Minneapolis, MN 55343

CONSULTANT:

CLARINDA CORRECTIONAL FACILITY

200 N. 16TH St, Clarinda, IA 51632

ROBERT C.

RIDGWAY

07570

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OFESS IONA

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* IO W A *

T ROBERT C. RIDGWAY Date

I hereby certify that the portion of this technical submission described below was prepared by me or under my direct personal supervision and responsible charge.

I am a duly licensed architect under the laws of the state of Iowa.

Signature:

License Expires:

Pages or sheets covered by this seal:

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION

AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER

THE LAWS OF THE STATE OF IOWA

NATHAN T. KRESS (DATE)

MY LICENSE RENEWAL DATE IS DECEMBER 31, 2023

PAGES OR SHEETS COVERED BY THIS SEAL

NATHAN T.

KRESS

21136

PROFESSIONAL

D E

S N

E C I

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G I

NE

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I OWA

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE

OF IOWA.

DATE

MY LICENSE EXPIRATION DATE IS: 12/31/2022

PAGES OR SHEETS COVERED BY THIS SEAL:

I O W A

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PROFESS IONA

P23167

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I N E

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TONY E.

DELOUIS

TONY E. DELOUIS

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE

OF IOWA.

DATE

MY LICENSE EXPIRATION DATE IS: 12/31/2023

PAGES OR SHEETS COVERED BY THIS SEAL:

I O W A

S E

D

PROFESS IONA

P20825

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ERIC J.

HENDERSON

ERIC J. HENDERSON

C0.1, C1.1, C2.1, C3.1, C4.1, C5.1, C6.1, C6.2, C7.1

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23468

SUNDERMAN

SETH

V.

SIGNED: DATE:

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY

ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY

LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA.

PAGES OR SHEETS COVERED BY THIS SEAL:

SETH V. SUNDERMAN, P.E. 23468

LICENSE RENEWAL DATE: DEC. 31, 2023

ST 30" ST 30"

ST

ST

ST 24" ST 24"

ST 30"

ST 30"

6" DEPTH PCC ON 12"

DEPTH PREPARED

SUBGRADE

(REF. DETAIL 1, C6.1)

PROPOSED BUILDING

TOTAL BLDG. AREA = 22,250 SF

BLDG . HEIGHT = 28'-6"

FF=1049.24'

SAN 6" SAN 6" SAN 6"

ST

ST 24" ST 24"

MA

TC

H

EX

PROP. CONTRACTOR STORAGE AREA

6" DEPTH CLASS A ROADSTONE

PROP. CONTRACTOR & TRAILER PARKING

6" DEPTH CLASS A ROADSTONE

CO

ST

ST

S

D D

D

D

37'

.1'

113.93'

113.89'

11.08'

11'

62.43'

.94

92.87'53.44'

.95

.81

20'

.89

20'17'

8.2 8'

55.86'

33.48'

0.9

9'

14.

06'

2'

5' 14.

47'

58.63'

.93

6'

6'

6' 6'

228.66'

.12

4" DEPTH 3/4"

DIA GREY TRAP

ROCK, TYP. TEMPORARY

MANGATE

12' HT TEMPORARY

SECURITY FENCE

(RAZOR WIRE & FENCE

PROVIDED BY OWNER, NIC)

TEMPORARY DELIVERY GATE

(BY OTHERS, NIC. CONTRACTOR TO

COORDINATE SECURITY &

CONSTRUCTION WITH OWNER)

16' WIDE SLIDING

GATE /W MOTOR

(BY OWNER, NIC)

EXTERIOR VISITOR AREA

TO BE REMOVED AND

REINSTALLED

(BY OWNER, NIC)

6" DEPTH CLASS A ROADSTONE

GRAVEL SHOULDER TO BE 5' OFF

OF SECURITY FENCE6" DEPTH CLASS A

ROADSTONE

GRAVEL SHOULDER

6" DEPTH PCC FLUME W/

6" CURB

PCC FLUME

(MATCH EX. PAVEMENT &

DEPTH)

6" DEPTH CLASS A

ROADSTONE GRAVEL

SHOULDER

6" DEPTH CLASS A ROADSTONE

GRAVEL SHOULDER TO BE 5' OFF

BACK OF CURB

12' HT TEMPORARY

SECURITY FENCE

(RAZOR WIRE & FENCE

PROVIDED BY OWNER, NIC)

TEMP. 6" DEPTH CLASS A

ROADSTONE

4" DEPTH 3/4"

DIA GREY TRAP

ROCK, TYP.

4" DEPTH 3/4"

DIA GREY TRAP

ROCK, TYP.

5.99'

5.96'

R2'

R2'

R1

R1'40 .1'

6" DEPTH PCC W/ 6" CURB

ON PREPARED SUBGRADE

5" DEPTH SIDEWALK BEHIND

BACK OF CURB W/ EXPANSION JOINT

MATCH EX. CURB DESIGN

2' WIDE FLUME TO

MAINTAIN EX

DRAINAGE

PATTERNS

NEW GENERATOR

PAD (REF. ELEC)

6" BOLLARD, 4' HT. PAINTED HIGH

VISIBILITY YELLOW, TYP.

(REF. DETAIL 5, C6.1)

R10'

R10'

PCC PAVEMENT AT MINIMUM 6" DEPTH OR 1"

GREATER THAN EXISTING ADJACENT PAVEMENTS

G4" G

4"

130.0'

.4'

27.7'

25.4'

5.5'

5.3

.6'

69.9'1.1'

59.

9'

.8'

57.7'

5.0

8.7 1'

51.

6'

62.2'

.5'

16.67'

BUILDING DOOR PAD (TYP.)

REF. TO STRUCTURAL

BUILDING DOOR PAD (TYP.)

REF. TO STRUCTURAL

5'

CONTRACTOR TO COORDINATE W/

OWNER FOR REMOVAL OF TEMPORARY

DELIVERY GATES AT END OF CONSTRUCTION

AND RESTORE ORIGINAL FENCE AND GRANULAR SECTION

6" BOLLARD, 4' HT. HIGH VISIBILITY

YELLOW, TYP.

(REF. ARCH PLANS FOR LOCATION

SEE DETAIL 5, C6.1 FOR BOLLARD DETAIL)

S

9.91'

.28

10.71'

.65

(BY OWNER, NIC)

(BY OWNER, NIC)

GRAVEL DRIVE

6" DEPTH CLASS A ROAD STONE

(BY OWNER, NIC)

REF. TO DETAIL

16, C6.1 FOR

SECURITY LATCH

10" DEPTH PCC

REINFORCED COLLAR, TYP.

(REF. DETAIL 16, C6.1)

5" DEPTH PCC ISLAND CAP

5'

5'

APPROX. 2'

ROCK STRIP

FENCE 6" OFF PAVEMENT

5" DEPTH PCC ON 6"

PREPARED SUBGRADE

5" DEPTH PCC ON 6"

PREPARED SUBGRADE

10" DEPTH PCC

REINFORCED COLLAR, TYP.

(REF. DETAIL 16, C6.1)

TEMPORARY SECURITY

CHECK POINT SHED. BY

OTHERS, NIC. CONTRACTOR

TO COORDINATE SECURITY &

CONSTRUCTION WITH

OWNER)

JOB TRAILERS

XX

X X

X X

X X

X X

X

CP #9000

CP #9001

CP #9002

CP #9003

Y A DR

Y A DR

Y A DR

CP #9004

EX. 12' BARBED WIRE

CHAIN LINK SECURITY FENCE

CP #9005

CP #9006

CP #9007

CP #9008

CP #9009

CP #9010

CP #9100

CP #9101

H Y D

WV

WVEP

GV

FO

EP

S

EP

CO

EP

X X

X X

X X

X X

X

X

X X X X

EX. 12' BARBED WIRE SECURITY FENCE

EX. GRAVEL

EX. GRAVEL

EX. NO PARKING SIGN

EX. HANDICAP

PARKING SIGN

EX. NO

PARKING

SIGN

EX. LAW

ENFORCEMENT

ONLY SIGN

EX. DO NOT

ENTER SIGN

EX. BUILDING

(MEDIUM SECURITY PRISON)

FF=1049.24

EX. DOOR

EX. DOOR

EX. SECURITY GATE EX. SECURITY GATE

CP #9012

CP #9013

CP #9014

CP #9015

CP #9016

EP

EP EP

EP

X X

X

X X X

EX. BASKETBALL HOOP

EX. BASKETBALL HOOP

EX. SECURITY

GATE

EX. PING

PONG TABLE

EX. HORSESHOE PITS

EX. OUTDOOR TABLES

EX. SECURITY BOOTH

EX. SECURITY GATE

EX. CONCRETE SIDEWALK

EX. CONCRETE DRAINAGE DITCH

EX. GRAVEL EX. CONCRETE

DRAINAGE

GUTTER

SAN 8" SAN 8" SAN 8" SAN

SA

N

SA

N

SA

N

SA

N

EX. SECURITY GATE

X

EX. SECURITY GATE

EX. 10' CHAIN LINK SECURITY FENCE

EX. 12' BARBED WIRE CHAIN LINK SECURITY FENCE

EX. POLE W/ CAMERA

EX. SKID

PLATE

WATER SHUT-OFF VALVE

EX. CIGARETTE

DISPOSAL

TRASH CAN

EX. POLE W/ CAMERA

32.

0'

129.0'

32.0'

9.0

32.

0'

57.8'

.3'

141.2'

1.8

EX. 10' BARBED WIRE

CHAIN LINK

SECURITY FENCE

EX

. G

RA

VE

L

EX

. C

ON

CR

ET

E

XXX

XXX

X X

X

X X

X X

ST 24" ST 24"

W8" W8" W8" W8"

W6" W6"G 6" G 6" G 6" G 6"

CATVCATV

CATV

CATV

CATV

CATV

CATV

CATV

CATV

CATV

W 8"

W 8"

W 8"

W 8"

W 8"

W 8"

W 8"

W 8"

W8" W8" W8" W8" W8" W8" W8"

W 8"

W 8"

W 8"

G 6"

G 6"

G 6"

G 6"

G 6"

G 6"

G 6"

G 6"

G 6" G 6" G 6" G 6" G 6" G 6" G 6"

G 6"

G 6"

G 6"

TE

LE

TE

LE

TELE

TE

LE

TE

LE

TE

LE

TE

LE

TE

LE

TE

LE

TE

LE

TE

LE

TELE

U/ E

U/ E

U/E

U/ E

U/ E

U/ E

U/ E

U/ E

U/ E

U/ E

U/ E

U/E U/E

U/E U/E

U/E U/E

U/E

U/E

U/E U/E

U/E U/E

EX. LIFT STATION

SAN

SA

N

SA

N

SAN SAN

SAN

SA

N

SA

N

ST

12"

EX. SIGN

EX. GAZEBO

SAN

4"

SAN

4"

SAN

4"

GM

EX. GAS

METER AND

TREE

ST

STSTST

ST

ST

ST

ST

ST

ST

EX. FRENCH DRAIN

EX. FRENCH DRAIN

X X X X X

X X

X X X X X

DRAWN PER

AERIAL IMAGE

DRAWN PER AERIAL IMAGE

DRAWN PER AERIAL IMAGE

DRAWN PER AERIAL IMAGE

DRAWN PER AERIAL IMAGE

S

S

S S

SAN

SAN

SAN

EX. BOLLARD (TYP.)

N 16TH STREET

PRIVATE ACCESS DRIVE

EX. ROOF DRAIN (TYP.)

EX. ROOF DRAIN (TYP.)

DATE:

DRAWN:

REVIEWED:

SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

0211435.00

CLARINDA

CORRECTIONS

FACILITY - KITCHEN &

LAUNDRY ADDITION

STATE OF IOWA - DEPARTMENT

OF CORRECTIONS

2000 N 16TH ST, CLARINDA, IA

51632

11/18/2022

100% CONSTRUCTION

DOCUMENTS

SVS

LR

SVS

1 12/22/2022 ADDENDUM 1.0

GRAPHIC SCALE

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A M

LAYOUT PLAN

C2.1

GENERAL NOTES:

1. CONTRACTOR TO PROVIDE GRADATION TESTING FOR

GRANULAR MATERIAL DELIVERED TO THE SITE GRADATION

TESTING IS TO BE CONDUCTED AND REVIEWED BY

GEOTECHNICAL FIRM PRIOR TO GRANULAR MATERIAL BEING

INSTALLED.

2. IF GRANULAR MATERIAL ARE INSTALLED THAT DO NOT MEET THE

APPROVED GEOTECHNICAL REPORT AND SPECIFICATIONS. THE

CONTRACTOR, SHALL AT THEIR OWN EXPENSE, REMOVE AND

REPLACE THE DEFICIENT GRANULAR MATERIAL PER

SPECIFICATION.

3. CONTRACTOR TO COORDINATE WITH OWNER TO MAINTAIN

SECURITY AND FOR ANY MODIFICATION OF THE SECURITY FENCE

AND GATES

4. CONTRACTOR TO REMOVE TEMPORARY GRAVEL DRIVE AND RESTORE TO

ORIGINAL CONDITION AFTER COMPLETION OF PROJECT

PAVEMENT & ASPHALT PLACEMENT NOTES:

1. SEE PROJECT SPECIFICATION 32 13 13 FOR ADDITIONAL

INFORMATION ON LASER SCREED REQUIREMENTS.

2. CONTRACTOR TO CONNECT TO EXISTING PCC PAVEMENTS WITH

IOWA SUDAS TYPICAL BT JOINT.

3. CONTRACTOR TO REPLACE PCC PAVEMENTS FOR STORM

SEWER INSTALLATION PER SUDAS. CONTRACTOR TO REPLACE

PAVEMENTS WITH A MINIMUM THICKNESS THAT IS 1" GREATER

THAN THE EXISTING PAVEMENT THICKNESS.

4. CONTRACTOR TO COORDINATE WITH PROPERTY OWNER FOR

TRAILER PARKING & STAGING AREA.

BUILDING & STRUCTURAL NOTES:

1. SEE FINAL ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS.

2. CONTRACTOR TO REFER TO ARCHITECTURAL PLANS FOR

DETAILED BUILDING CONSTRUCTION INFORMATION.

3. CONTRACTOR TO REFER TO STRUCTURAL PLANS FOR DETAILED

BUILDING FOUNDATION AND STOOP LOCATIONS AND DETAILED

CONSTRUCTION INFORMATION.

RESTORATION NOTES:

1. CONTRACTOR TO REMOVE AND RESTORE TEMPORARY

CONSTRUCTION AREAS TO PREVIOUS WORKING CONDITION

AFTER CONSTRUCTION.

2. CONTRACTOR TO DISPOSE/STOCKPILE EXCESS EARTH & GRAVEL

WASTE IN AREA DESIGNATED BY OWNER.

BID SET

XX

X X

X X

X X

X X

X

EX INTAKE

RIM=1045.30

FL(NE)= 1043.85

FL(SE)= 1043.30

EX INTAKE

RIM=1045.25

FL(SE)= 1044.15

Y A DR

Y A DR

Y A DR

EX RCP24" FES

FL=1040.58

H Y D

WV

WVEP

GV

FO

EP

S

EX SAN MH

RIM=1044.32

INV(N)= 1035.67

*RIM=1042.50

*INV(N)=1034.00

*BOTTOM=1029.50

*INV(OUT)=1038.00

*PER REF. CCF C2.1 UTILITY PLAN

EP

CO

EP

X X

X X

X X

X X

X

X

X X X X

EX. BUILDING

(MEDIUM SECURITY PRISON)

FF=1049.24

EX 12" CPP

W/ HEADWALL

AND GRATE

FL=1039.20

EX 12" CPP

FL=1039.62

EX RCP24" FES

FL=1039.59

EX INTAKE

RIM=1039.64

EX " CPP

FL=1037.57

EX INTAKE

RIM=1043.78

FL= 1041.89EX " CPP

FL=1041.89

EP

EP EP

EP

X X

X

X X X

SAN 8" SAN 8" SAN 8" SAN

SA

N

SA

N

SA

N

SA

N

X

APPROX. LOCATION PER

ALLIANT ENERGY MAP

32.

0'

129.0'

32.0'

9.0

32.

0'

57.8'

.3'

141.2'

1.8

XXX

XXX

X X

X

X X

X X

ST 24" ST 24"

W8" W8" W8" W8"

W6" W6"G 6" G 6" G 6" G 6"

CATVCATV

CATV

CATV

CATV

CATV

CATV

CATV

CATV

CATV

W 8"

W 8"

W 8"

W 8"

W 8"

W 8"

W 8"

W 8"

W8" W8" W8" W8" W8" W8" W8"

W 8"

W 8"

W 8"

G 6"

G 6"

G 6"

G 6"

G 6"

G 6"

G 6"

G 6"

G 6" G 6" G 6" G 6" G 6" G 6" G 6"

G 6"

G 6"

G 6"

TE

LE

TE

LE

TELE

TE

LE

TE

LE

TE

LE

TE

LE

TE

LE

TE

LE

TE

LE

TE

LE

TELE

U/ E

U/ E

U/E

U/ E

U/ E

U/ E

U/ E

U/ E

U/ E

U/ E

U/ E

U/E U/E

APPROX. LOCATION

PER LEO A DALY

UTILITY PLAN SHEET

APPROX. LOCATION

PER LEO A DALY

UTILITY PLAN SHEET

U/E U/E

U/E U/E

U/E

U/E

U/E U/E

U/E U/E

APPROX. LOCATION

PER LEO A DALY

UTILITY PLAN SHEET

SAN

SA

N

SA

N

SAN SAN

SAN

SA

N

SA

N

ST

12"

SAN

4"

SAN

4"

SAN

4"

GM

ST

STSTST

ST

ST

ST

ST

ST

ST

X X X X X

X X

X X X X X

S

S

S S

SANITARY SEWER GRINDER MANHOLE

RIM=1045.60

INV=1036.40

BOTTOM=1035.90

(REF. CCF C2.1 UTILITY PLAN)

SANITARY SEWER MANHOLE

RIM=1045.40± (PAV.)

INV(W)=1038.50

INV=1036.70

(REF. CCF C2.1 UTILITY PLAN)

SANITARY SEWER MANHOLE

RIM=1046.20

INV(IN)=1037.25

(REF. CCF C2.1 UTILITY PLAN)

SANITARY SEWER MANHOLE

RIM=1046.50

INV(IN)=1042.00

INV(OUT)=1040.65

(REF. CCF C2.1 UTILITY PLAN)

SAN

SAN

SAN

APPROX. LOCATION PER CCF

SEWER MAIN EXTENSION PLAN

1-26-2000

N 16TH STREET

PRIVATE ACCESS DRIVE

ST 30" ST 30"

ST

ST

ST 24" ST 24"

ST 30"

ST 30"

PROPOSED BUILDING

TOTAL BLDG. AREA = 22,250 SF

BLDG . HEIGHT = 28'-6"

FF=1049.24'

SAN 6" SAN 6" SAN 6"

ST

ST 24" ST 24"

CO

ST

ST

S

D D

D

D

149 LF- 30" N-12

@ S=0.35%

STRUCT #4A

30" FES W/ FOOTING &

APRON GUARD

FL=1040.80

124 LF- 30" N-12

@ S=0.35%

8 L

F-

" N -1

S =0

.35

3 L

F-

" N -1

S =0

.35

STRUCT #4

30" NYLOPLAST W/ BOLTED FLAT

GRATE

RIM=1044.87

FL(W/E)=1041.31

(REF. DETAIL 16, C6.1 FOR

SECURE LATCH SYSTEM)

STRUCT #3

30" NYLOPLAST W/ BOLTED FLAT GRATE

RIM=1045.18

FL(N/E)=1041.75

(REF. DETAIL 16, C6.1 FOR SECURE

LATCH SYSTEM)

STRUCT #2

24" NYLOPLAST W/

BOLTED FLAT GRATE

RIM=1045.25

FL(N/S)=1042.23

(REF. DETAIL 16, C6.1

FOR SECURE LATCH

SYSTEM)

STRUCT #1

18" NYLOPLAST W/ BOLTED FLAT

GRATE

RIM=1046.30

FL(S)=1042.66

(REF. DETAIL 16, C6.1 FOR

SECURE LATCH SYSTEM)

STRUCT #5A

24" NYLOPLAST W/ BOLTED SOLID LID

RIM=1049.11

FL(W)=1045.25

FL(E)=1044.75

(REF. DETAIL 16, C6.1 FOR SECURE

LATCH SYSTEM)

STRUCT #5

24" NYLOPLAST W/ BOLTED

SOLID LID

RIM=1049.11

FL(W)=1046.01

(REF. DETAIL 16, C6.1 FOR

SECURE LATCH SYSTEM)

PROP. GREASE

INTERCEPTOR

CONNECTION

INV= 1043.36

(REF. TO MEP PLAN

FOR CONTINUATION)

149 LF 6" SANI. SWR

@ 1.0% SLOPE

SANI MH W/

BOLTED LID &

MUFFIN MONSTER

RIM=1047.25

INV(E/W)=1039.95

(REF. DETAIL 16,

C6.1)

STRUCT #6

24" NYLOPLAST W/ BOLTED

FLAT GRATE

RIM=1045.11

FL(W/SW)=1041.62

(REF. DETAIL 16, C6.1 FOR

SECURE LATCH SYSTEM)

117 LF- 24" RCP

@ S=0.85%

(BORE & JACK)

STRUCT #6A

24" FES W/ FOOTING &

APRON GUARD

FL=1040.80

STRUCT #7

24" FES W/ FOOTING &

APRON GUARD

FL=1040.58

STRUCT #7A

24" FES W/ FOOTING &

APRON GUARD

FL=1039.59

CONTRACTOR TO CONNECT

TO EX. 10" PIPE W/ "WYE"

CONNECTION

NEW 6" INV=1038.46

EX. 10" INV=1036.06±

VERIFY INV. ELEV.

PRIOR TO

CONSTRUCTION

SANI CLEANOUT

RIM=1049.09

INV(SE)=1041.87

*CRITICAL CROSSINGS*

(CONTRACTOR TO VERIFY

DEPTHS & AVOID CONFLICTS)

61 LF- 24"

SLOTTED DRAIN

S=0.25%

48 LF- 24"

SLOTTED DRAIN

S=0.25%

38 LF- 24"

SLOTTED DRAIN

S=0.10%

28 LF- 24"

SLOTTED DRAIN

S=0.25%

127 LF- 24"

SLOTTED DRAIN

S=0.25%

149 LF- 24" N-12

@ S=2.10%

65 LF- 24" N-12

@ S=1.26%

*CRITICAL CROSSINGS*

(CONTRACTOR TO VERIFY

DEPTHS & AVOID CONFLICTS)

SANI SWR SERVICE

CONNECTION

INV=1042.20

(REF. PLUMB. FOR CONTI.)

ROOF DRAIN LINE

DOWNSPOUT. TYP.

(REF. ARCH)

6" DIA ROOF

DRAIN LINE @

2.0% MIN. (TYP)

CONNECT ROOF DRAIN LINE

TO STORM WITH WYE

CONNECTION. (TYP)

GENERATOR PAD

*CRITICAL CROSSING*

FL(STORM)=1041.12

INV(SAN)=1039.13

FL=1041.62

G4" G

4"

PROP. 4" GAS LINE

SEE MEP PLAN FOR DETAILS

SHOWN FOR COORDINATION PURPOSES ONLY

CONNECT TO NEW STORM

W/ WYE & INSERTA TEE FITTINGS

S

MANUAL BYPASS

STRUCTURE

RIM=1047.64

INV(E/W)=1040.05

(REF. DETAIL 3,

C6.2)

ROOF DRAIN LINE

DOWNSPOUT. TYP.

(REF. ARCH)

6" DIA ROOF

DRAIN LINE @

2.0% MIN. (TYP)

CONNECT

BUILDING ROOF

DOWN SPOUTS

TO 24" SLOTTED

DRAIN

18 LF 6" SANI. SWR

@ 1.80% SLOPE

14 LF 6" SANI. SWR

@ 1.80% SLOPE

29 LF 6" SANI. SWR

@ 11.58% SLOPE

FL=1041.12

10 LF 6" SANI. SWR

@ 1.0% SLOPE

CONNECT

EXISTING

BUILDING ROOF

DOWN SPOUTS

TO 24" SLOTTED

DRAIN

BUILDING GAS SERVICE

CONNECTION (REF. TO MEP PLAN)

CONNECT

EXISTING

BUILDING ROOF

DOWN SPOUTS

TO 24" SLOTTED

DRAIN

ELECTRICAL CONTRACTOR TO

PROVIDE POWER FROM THE

EXISTING ELECTRIC POWER POLE

TO THE PROPOSED JOB TRAILERS.

(REF TO MEP PLANS)

ELECTRICAL CONTRACTOR TO PROVIDE

POWER TO TEMP. SECURITY SHED.

(REF TO MEP PLANS)

DATE:

DRAWN:

REVIEWED:

SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

0211435.00

CLARINDA

CORRECTIONS

FACILITY - KITCHEN &

LAUNDRY ADDITION

STATE OF IOWA - DEPARTMENT

OF CORRECTIONS

2000 N 16TH ST, CLARINDA, IA

51632

11/18/2022

100% CONSTRUCTION

DOCUMENTS

SVS

LR

SVS

1 12/22/2022 ADDENDUM 1.0

GRAPHIC SCALE

030 15 30 60

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/22 /20

:05 :23

A M

UTILITY PLAN

C4.1

ELECTRIC CRITICAL CROSSING NOTES:

1. FOR ALL CRITICAL CROSSINGS WITH EXISTING ELECTRICAL,

CONTRACTOR SHALL FIELD VERIFY LOCATION & ELEVATION OF

EX ELECTRICAL LINE.

2. FOR CROSSING WITH WATER MAIN, BEND WATER MAIN UNDER

ELECTRICAL LINES AS NEEDED.

3. FOR ALL OTHER UTILITY CROSSINGS, CONTRACTOR SHALL

COORDINATE WITH UTILITY PROVIDER FOR ADJUSTMENT OF

ELECTRICAL LINE.

GENERAL NOTES:

1. CONTRACTOR TO PROVIDE GRADATION TESTING FOR

GRANULAR MATERIAL DELIVERED TO THE SITE GRADATION

TESTING IS TO BE CONDUCTED AND REVIEWED BY

GEOTECHNICAL FIRM PRIOR TO GRANULAR MATERIAL BEING

INSTALLED.

2. IF GRANULAR MATERIAL ARE INSTALLED THAT DO NOT MEET

THE APPROVED GEOTECHNICAL REPORT AND

SPECIFICATIONS. THE CONTRACTOR, SHALL AT THEIR OWN

EXPENSE, REMOVE AND REPLACE THE DEFICIENT

GRANULAR MATERIAL PER SPECIFICATION.

3. GENERATOR PAD IS SHOWN FOR REFERENCE ONLY AND

MAY NOT BE DRAWN TO ACTUAL SIZE. PAD SHALL CONFORM

TO ALL UTILITY COMPANY DESIGN STANDARDS AND

SPECIFICATIONS.

UTILITY NOTES:

1. ALL PROPOSED UTILTIES SHALL BE PRIVATE, UNLESS NOTED

OTHERWISE.

2. ALL WATER LINES SHALL HAVE A MINIMUM OF 5.5' OF COVER

UNLESS NOTED OTHERWISE.

3. FIRE HYDRANT ASSEMBLY SHALL INCLUDE THE TEE, BRANCH,

VALVE AND HYDRANT.

4. PIPE LENGTHS CALLED OUT ON PLANS INCLUDE FLARED END

SECTION, WHERE APPLICABLE.

5. STORM SEWER CALLED OUT AS RCP MUST BE CLASS III RCP.

6. STORM SEWER CALLED OUT AS N-12 MAY BE EITHER N-12 OR CLASS

III RCP.

7. FOR RCP PIPE, ASSOCIATED F.E.S. MUST BE RCP. FOR N-12 PIPE,

ASSOCIATED F.E.S. SHALL BE CMP.

8. NITRILE GASKETS ARE REQUIRED WHERE WATER MAIN CROSSES

UNDER STORM SEWER.

9. C900 PIPE REQUIRED FOR SANITARY SEWER WHERE WATER MAIN

CROSSES UNDER SANITARY SEWER.

10. ALL NYLOPLAST BASINS SHALL HAVE CASTINGS SECURELY

FASTENED TO THE BASIN BODY, AND ALL GRATES SHALL BE

BOLTED DOWN TO THE CASTINGS.

11. REFER TO MEP & TECHNOLOGICAL PLANS FOR ALL

ELECTRICAL/FIBER/CONDUIT/GAS ROUTING & LOCATIONS. SAID

UTILITIES HAVE BEEN SHOWN FOR COORDINATION PURPOSES

ONLY.

12. CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER FOR SITE

SERVICE CONNECTIONS AND ROUTINGS TO AVOID CONFLICT WITH

THE BUILDING CONSTRUCTION.

13. CONTRACTOR TO COORDINATE WITH CITY OF CLARINDA FOR ANY

PERMITTING AND CONSTRUCTION REQUIREMENTS FOR WORK

WITHIN CITY ROW AND CONNECTION TO PUBLIC UTILITIES PRIOR TO

CONSTRUCTION.

14. CONTRACTOR SHALL ADJUST EXISTING UTILITY RIMS AND

STRUCTURES TO GRADE. CONTRACTOR TO REFER TO MEP PLANS

FOR ALL LIGHTING FIXTURE , POWER POST AND CHARGING

STATIONS TYPES AND LOCATIONS. EXTERIOR LIGHT FIXTURE,

POWER POST AND CHARGING STATIONS HAVE BEEN SHOWN FOR

COORDINATION ONLY.

15. CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER FOR

ELECTRIC SERVICES.

16. CONTRACTOR TO COORDINATE WITH MEP PLAN FOR SANITARY

SEWAGE GRINDER FOR ELECTRICAL CONNECTION, PANEL AND

TECHNOLOGY SERVICE TO BUILDING.

17. CONTRACTOR TO CONNECT TO BUILDING SERVICE AND PLUMBING.

CONTRACTOR TO REFER TO MEP PLANS FOR FINAL DESIGN

BID SET

A1 A2 A4 A5E-1

AA

AB

A3

4" CONCRETE SLAB ON GRADE

W/ 6X6-W2.1XW2.1 WWR - TOP

OF SLAB EL =(0'-0")

4" CONCRETE SLAB ON GRADE

W/ 6X6-W2.1XW2.1 WWR - TOP

OF SLAB EL =(0'-0")

TYP CONC FTG - SEE

FOUNDATION PLAN NOTES

TYP CONC FTG - SEE

FOUNDATION PLAN NOTES

H

SS

6X 6X

3/

F6X

[-4 '-0

46'-2" 25'-2" 18'-6" 3'-2" 37'-0"

B5

S5.1 B5

S5.1

B5

S5.1

B5

S5.1

B5

S5.1

B5

S5.1

B5

S5.1

B2

S5.1

TYP

TYP CONC FTG - SEE

FOUNDATION PLAN NOTES

TYP CONC FTG - SEE

FOUNDATION PLAN NOTES

E5

S5.1

D3

S5.1

/4

/4

/4

/8

11' - 6"

B1

S5.1

TYP

.0

10" PRECAST INSUL

WALL PANEL PER

PRECAST SUPPLIER,

TYP

10" PRECAST INSUL

WALL PANEL PER

PRECAST SUPPLIER,

TYP

10" PRECAST INSUL

WALL PANEL PER

PRECAST SUPPLIER,

TYP

A4

S5.2

BOT OF EXSTG FTG EL = ( -3'-6" ) - VIF

BOT OF EXSTG FTG EL = ( -3'-6" ) - VIF

FTG STEP

FTG STEP

BOT OF NEW FTG TO ALIGN

W/ BOT OF EXSTG FTG

BOT OF NEW FTG TO ALIGN

W/ BOT OF EXSTG FTG

A2

S5.5

EXSTG 3'-0"X3'-0" (WIDTH X DEPTH)

CONC FTG - VIF 4

D3

S5.1

4'-0"

2'-5"

DEMO EXSTG

ENTRY SLAB &

FTGS

-4'-0"

-4'-0"

-4'-0"

-4'-0"

-3'-0"

22' - 2 1/4" 29' - 0"

-3'-0"

-0'-6" -VIF

-0'-6" -VIF

A2

S5.5

SIM

5'-0"

BOT OF EXSTG FTG EL = ( -3'-6" ) - VIF

6'-6"

A3

S5.25

H

SS

6X 6X

1/

F6X

[-4 '-0

B1

S5.2

REMOVE & REPLACE

EXISTING ENTRY SLAB -

PROTECT EXISTING

FOOTING OR REPLACE

EXISTING FOOTING IF

DAMAGED

V

IF

B3

S5.2

V

IF

4' -0

B3

S5.1

B3

S5.1

TRENCH DRAIN -

SEE MEP DWGS

TRENCH DRAIN -

SEE MEP DWGS

D1

S5.1

D1

S5.1

FOUNDATION PLAN NOTES:

• CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION

• INDICATES TOP OF FOOTING ELEVATION AT CONTINUOUS FOOTINGS.

• [ _'-_" ] INDICATES TOP OF FOOTING ELEVATION AT ISOLATED FOOTINGS.

• FOR TYPICAL CONCRETE SLAB JOINTS SEE

• FOR TYPICAL CONCRETE CAP SEE

• FOR TYPICAL WALL CORNER & INTERSECTION SEE

• FOR TYPICAL STEPPED FOOTING SEE

• FOR TYPICAL OPENINGS IN CONCRETE WALL SEE

• STRUCTURAL CMU WALLS ARE SHOWN PER THESE PLANS. FOR NON LOAD BRG CMU WALLS (SHOWN IN HALFTONE), SEE

ARCH DWGS. ALL NON LOAD BRG CMU WALLS SHALL HAVE THICKENED SLABS, SEE

• ALL CONTINUOUS FOOTINGS SHALL BE 2'-6"X1'-0" (WIDTH X DEPTH) W/ 3-#5 CONT BOT & #5 @18" OC TRANS BOT UNO ON PLAN.

• FOR TYPICAL BELOW SLAB SUBGRADE PREP SEE

• IF UNSUITABLE BEARING SOILS ARE ENCOUNTERED AT THE BASE OF THE PLANNED FOOTING EXCAVATION, THEN THE

FOOTING EXCAVATIONS SHALL BE OVER-EXCAVATED AND FILLED BELOW THE FOOTING - SEE AND GEOTECHNICAL REPORT - SOIL BEARING SURFACE AND OVER-EXCAVATION AND FILL WORK SHALL BE TESTED BY A QUALIFIED INDEPENDENT

SOILS TESTING FIRM

• FOR FOUNDATION PLAN AT GENERATOR SEE

• INDICATES 4" DEPRESSED SLAB FOR FLOOR TROUGH - SEE . SEE FOOD SERVICE DWGS FOR LOC.

• INDIATES 2 1/2" DEPRESSED SLAB - SEE . SEE FOOD SERVICE DWGS FOR LOC.

• FOR STAIR FRAMING INFORMATION SEE

A1/ S5.1

A2/ S5.1 A3/ S5.1

A5/ S5.1

B1/ S5.1

A6/ S5.1

C1/ S5.1

E1/ S5.1

2/ S1.1 C5/ S5.1

E2/ S5.1

1/ S2.1

D5

S5.1

TYP

6" CONC FROST PAD

W/ #5 @ 10" OC EA

WAY - COORD SIZE &

LOC W/ MEP & CIVIL

2'-0"X1'-0" (WIDTH X

DEPTH) CONC FTG W/

2-#5 CONT BOT & #5

@18" OC TRANS BOT -

TYP 4 SIDES OF

FROST PAD

DATE:

DRAWN:

REVIEWED:

SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

/2

/2

:1 :4

A

M S1.1

FOUNDATION PLAN -

AREA 'A'

0211435.00

CLARINDA

CORRECTIONAL

FACILITY - KITCHEN &

LAUNDRY ADDITION

STATE OF IOWA DEPARTMENT

OF CORRECTIONS

2000 N 16TH ST, CLARINDA, IA

51632

11/18/2022

BID SET

1/8" = 1'-0"

FOUNDATION PLAN - AREA 'A'

ISOLATED FOOTING SCHEDULE

MARK SIZE REINFORCING

F6X1 6'-0"X6'-0"X1'-0" 6-#5 BOT EA WAY

F9X1.5 9'-0"X9'-0"X1'-6" 12-#5 BOT EA WAY

1/8" = 1'-0"

FOUNDATION PLAN - GENERATOR FROST PAD

1 12/22/2022 ADDENDUM 1.0

"T

"T

S L A

B T

H

IC

K N

E S

S x

S L A

B T

H

IC

K N

E S

S

WWR 2x4 KEY CONT

CONC SLAB - SEE PLAN

1'-0"

WWR

CONC SLAB - SEE PLAN

SAW-CUT JOINT

CONSTRUCTION JOINT

SAW-CUT JOINT

• CONCRETE SLAB JOINTS SHALL BE EITHER CONSTRUCTION OR SAW-CUT JOINTS

• LOCATE CONSTRUCTION JOINTS ON COLUMN CENTERLINE

• LOCATE SAW-CUT JOINTS BETWEEN CONSTRUCTION JOINTS

• LOCATE SLAB JOINTS AT PARTITIONS WHERE POSSIBLE

• MAXIMUM SPACING OF SLAB JOINTS SHALL NOT EXCEED 10'-0" IN ANY DIRECTION

CONC SLAB ON

GRADE - SEE PLAN

SAW-CUT JOINT OR

CONSTRUCTION

JOINT - SEE TYP

DTL

STL COL - SEE PLAN

1/2" EXP JT MAT

AROUND COL

FINISH SAW-CUT-

TO-EXP JT W/ A

SMALL DIAMETER

SAW BLADE - TYP

STL BASE PL

(BELOW SLAB ON

GRADE) - SEE DTLS

SAW-CUT JOINT OR

CONSTRUCTION

JOINT - SEE TYP

DTL

2-#4 EA SIDE - PROVIDE 1"

COVER FROM TOP OF SLAB

& STOP EA BAR 2" CLEAR

OF JOINT @ EA END

2x4 KEY IF CON-

STRUCTION JOINT

IS DESIRED

PROVIDE CORNER REINF

SAME SIZE AND SPACING

AS HORIZ REINF-

ALTERNATE DIRECTION OF

LEG

PROVIDE CORNER REINF

SAME SIZE AND SPACING

AS HORIZ REINFORCING

WALL INTERSECTION WALL CORNER

2' - 0" 2' - 0"

2x4 KEY IF

CONSTRUCTION

JOINT IS

DESIRED

PROVIDE

CORNER REINF

SAME SIZE &

SPACING AS

HORIZ REINF

WALL INTERSECTION WALL CORNER

2' - 0" 2' - 0"

1/4

1 1/2" GROUT

SEE TYP DTL FOR SLAB

ON GRADE JOINTS @ COL

CONC FTG-SEE PLAN

FOR SIZE & REINF

CL OF COL, BASE PL & FTG

STL COL-SEE PLAN

BASE PL W/ 4-3/4"⌀X9" EMBED HD

ANCHORS

-1" THICK BASE PL @ HSS8X8

-3/4" THICK BASE PL @ HSS6X6

EL-SEE PLAN

EL-SEE PLAN

EQ EQ

1 1/2" - TYP

1 1/2" - TYP

BITUMINOUS PAINT

COL BELOW SLAB

WALL REINF

FTG REINF

CONTRACTOR'S

OPTION- SLOPE

F O

U N

D A

T

IO

N W

A L L

MIN (3'-0" MINIMUM)

1'-0" 4'-0" NOMINAL

3'-0" LAP

F O

O T

IN

G

M A

X

EL-SEE PLAN

1' - 0"

CMU WALL -

SEE S0.1

CONC SLAB-SEE PLAN

DRILL & EPOXY WALL REINF

5" MIN INTO SLAB

2-#5 CONT

PANEL PANEL

SECTION A-A

A

A

EL-SEE PLAN

CONC SLAB ON

GRADE - SEE PLAN

1/2' EXP JT MAT

PRECAST INSUL WALL

PANEL PER PRECAST

SUPPLIER

1" GROUT

SHIMS BY PRECAST

SUPPLIER

CONC FTG - SEE

PLAN FOR SIZE &

REINF

EL-SEE PLAN

CONN BY PRECAST

SUPPLIER

GRID

RIGID INSUL - SEE

ARCH DWGS

EL = (-1'-0")

1' - 0" EQ

EQEQ

CONC WALL W/ #4 @ 16"

OC EA WAY EA FACE

CONC SLAB ON

GRADE - SEE PLAN

MIN 4" CRUSHED

AGGREGATE

MIN 1'-8" COMPACTED

FILL PER THE

GEOTECHNICAL

REPORT

EXPOSED SUBGRADE COMPACTED PER THE

GEOTECHNICAL REPORT AND EVALUATED

BY THE PROJECT GEOTECHNICAL

ENGINEER - NOTE THAT ADDITIONAL FILL

MAY BE REQD AS A BUFFER ZONE TO

MITIGATE EXPASNIVE SOILS - SEE

GEOTECHNICAL REPORT

• REFERENCE THE GEOTECHNICAL REPORT

FOR PLACEMENT AND COMPACTION

REQUIREMENTS

• NOTE EXISTING SOIL MAY BE SUSCEPTIBLE TO

DISTURBANCE FROM CONSTRUCTION

TRAFFIC- REFERENCE THE GEOTECHNICAL

REPORT FOR STABILIZATION OPTIONS

EXISTG CONC

SLAB ON GRADE

EXISTG

PRECAST WALL

CONC SLAB ON

GRADE - SEE PLAN

1/2" EXP JT MAT

S E

E P

L A

N

V

IF

SEE PLAN - VIF

C O

V E

R

C

O V

E R

PRECAST INSUL WALL PANEL

PER PRECAST SUPPLIER

1" GROUT

SHIMS BY PRECAST

SUPPLIER

CONC FTG - MATCH

EXSTG FTG DEPTH

EL-SEE PLAN

EL-SEE PLAN

VIF

SEE PLAN

#5 @ 18" OC BOT BARS -

DRILL & EPOXY 4" INTO

EXSTG FTG

#5 @ 18" OC BOT BARS -

DRILL & EPOXY 4" INTO

EXSTG FTG

6-#5 TOP & BOT CONT

EMBED PL SHALL NOT EXTEND ABOVE SLAB SURFACE

CONN BY PRECAST SUPPLIER

• EXCAVATION ARE SHOWN VERTICAL: HOWEVER, THE SIDEWALLS SHOULD BE SLOPED

AS NECCESSARY FOR SAFETY

• BASE BID SHALL NOT INCLUDE OVER-EXCAVATION. ABOVE DETAIL IS ONLY APPLIED IF

SOFT SPOTS ARE DISCOVERED DURING EXCAVATION.

EL- SEE PLAN

D

2/3 D2/3 D

FDN WALL- SEE PLAN

CONC FTG- SEE PLAN

EXTEND OVER-EXCAVATION

WIDTH AT GRANULAR

STRUCTURAL FILL

CONTRACTOR OPTION:

LEAN CONC FILL TO MATCH

FTG WIDTH

D= OVER-EXCAVATION TO

REMOVE EXISTG &

POSSIBLE FILL

MATERIALS BELOW FDN

OVER-EXCAVATION

SHALL EXTEND BELOW

BOT OF FDN W/ MIN

DEPTH AS REQD TO

ACHIEVE REQD BEARING

CAPACITY

EL-SEE PLAN

EL-SEE PLAN

CONC SLAB ON

GRADE- SEE PLAN

CMU WALL- SEE PLAN

CONC FTG- SEE PLAN

FOR SIZE & REINF

GROUT ALL CELLS AND

VOIDS SOLID BELOW

GRADE

1/2" EXP JT MAT

S P

L

IC

E P

E R

S

.1

DOWELS W/ STD HOOK INTO

FTG - MATCH CMU WALL

REINF BAR SIZE & SPACING

EL-SEE PLAN

EL = (-0'-10")

FREEZER WALLS PER

MFR - SEE ARCH DWGS

FOR LOC

RIGID INSUL - SEE

ARCH DWGS

5" CONC SLAB W/ 6X6-

W2.1XW2.1 WWR

1/2" GROUT

MIN

10"

CONC SLAB ON

GRADE - SEE PLAN

DRAIN - SEE PLUMBING

@ KITCHEN DWG

4" MIN

EXTEND THICKEEND

SLAB & BASE SLAB

AROUND PLUMBING

T Y

P

TYP

2' - 0"

#5X4'-0" DIAGONAL

REINF EA FACE-TYPICAL

1'-6" OPENING OR

GREATER

ADDED REINF @ OPNGS

SHALL BE EQUAL TO REINF

DISPLACED-DIVIDED

EQUALLY BETWEEN EACH

SIDE

• ALL DESIRED OPENINGS SHALL BE SUBMITTED TO EOR

FOR REVIEW PRIOR TO CONSTRUCTION

EQ 1'-0" EQ

CONC FTG-SEE PLAN

FOR SIZE & REINF

M

IN

IM

U

M

CONC WALL W/ #4 @ 16"

OC EA WAY EA FACE

VOID FORM

FROST PAD - SEE PLAN

GRADE EL-

FIELD VERIFY

#4 @ 12" OC THUS:

24"

24"

1/4

3 SIDES

1 1/2" GROUT

EXSTG FTG

CL OF COL, BASE PL & FTG

STL COL-SEE PLAN

1" BASE PL W/ 4-3/4"⌀

THREADED RODS - DRILL

& EPOXY 6" EMBED INTO

EXSTG FTG - SEE BASE PL

DIAGRAM ABOVE

EL-SEE PLAN

EL-SEE PLAN

VIF

BITUMINOUS PAINT

COL BELOW SLAB

S5.1

E5

S5.1

E5

SIM

SEE TYP DTL FOR

SLAB ON GRADE

JOINTS @ COL

EXISTG

PRECAST WALL

1 1/2" 5" 1 1/2"

/2

/2

/2

/2

/2

EXSTG PRECAST FACE

OF COL/BASE PL

1/4

DRILL & EPOXY #4X1'-0"

DOWELS @ 18" OC W/ 4"

EMBED INTO EXISTG

CONC SLAB ON GRADE

EXISTG CONC

SLAB ON GRADE CONC SLAB ON

GRADE - SEE PLAN

EL-SEE PLAN

GRATE - SEE FOOD

SERVICE DWGS

3-#4 CONT EA SIDE

M

IN4

M

IN4

GROUT - SEE FOOD

SERVICE DWGS

• SEE FOOD SERVICE DWGS FOR ALL INFORMATION NOT SHOWN ABOVE

SEE FOOD SERVICE DWGS

CONC SLAB ON

GRADE - SEE PLAN

/2

C V

R

#4 BENT REINF @ 12" OC-

VERIFY BEND LENGTH W/

SUPPLIER

/2

C V

R

2'-0" TYP

STEP HEIGHT ≤ 4"

CONC SLAB ON

GRADE - SEE PLAN

S E

E P

L A

N

#4 CONT

_8" CONTRACTOR OPTION:

CONSTRUCTION JOINT

BEND SLAB REINF

AS REQD

6" 6"

2' - 0"

CONC SLAB ON

GRADE -SEE PLAN

OPTIONAL CONSTRUCTION

JOINT - SEE TYP DETAIL

PREMANUFACTURED

CAST-IN-PLACE

TRENCH DRAIN

FORMING SYSTEM -

SEE MEP DWGS

4-#4 CONT

#4 BENT REINF @ 12"

OC - VERIFY BEND

LENGTH W/ SUPPLIER

EL-SEE CIVIL

DWGS

CONC FTG - SEE

PLAN FOR SIZE &

REINF

EL-SEE PLAN

EQ

CONC WALL W/ #4 @ 16"

OC EA WAY EA FACE

EQ

PAVEMENT - SEE

CIVIL DWGS

SEE PLAN

STL COL - SEE PLAN

1 1/2" GROUT

1 1/2" TYP

1 1/2" TYP

3/4" BASE PL W/ 4-3/4" F1554

THREADED RODS - DRILL & EPOXY

6" EMBED INTO CONC WALL

1/4

EL-SEE PLAN

CONC SLAB ON

GRADE - SEE PLAN

#5 CONT @ 12" OC

WASHER - SEE ARCH

DWGS

#5 TRANS @ 12" OC

.1'-0" MIN EA EA SIDE

OF WASHER

DATE:

DRAWN:

REVIEWED:

SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

/2

/2

:1 :4

A

M S5.1

STRUCTURAL

DETAILS

0211435.00

CLARINDA

CORRECTIONAL

FACILITY - KITCHEN &

LAUNDRY ADDITION

STATE OF IOWA DEPARTMENT

OF CORRECTIONS

2000 N 16TH ST, CLARINDA, IA

51632

11/18/2022

BID SET

3/4" = 1'-0" A1

TYP CONC SLAB JOINTS

3/4" = 1'-0"

A2

TYP SLAB ON GRADE JOINTS @ COL

1/2" = 1'-0" A3

TYP CONC WALL PLANS

1/2" = 1'-0" B2

TYP STL COL @ NEW FTG

1/2" = 1'-0" A5

TYP STEPPED FTG

3/4" = 1'-0" B1

TYP THICKENED SLAB @ PARTITION CMU

3/4" = 1'-0"

B5

PRECAST WALL @ FTG

3/4" = 1'-0" A6

TYP SUBGRADE PREP

1" = 1'-0" D3

NEW SLAB @ EXSTG WALL

3/4" = 1'-0" C1

TYP FTG OVER-EXCAVATION

3/4" = 1'-0" B6

CMU @ FTG

1" = 1'-0" C3

INSULATED SLAB

1/2" = 1'-0" E1

TYP OPENING THROUGH CONC WALL

3/4" = 1'-0" D5

FTG @ FROST PAD

1/2" = 1'-0" E6

STL COL @ EXSTG FTG

1" = 1'-0"

E5

NEW SLAB @ EXSTG SLAB

1" = 1'-0" C5

FLOOR TROUGH DTL

3/4" = 1'-0" E2

TYP SLAB ON GRADE STEP

1" = 1'-0" B3

TYP TRENCH DRAIN

1 12/22/2022 ADDENDUM 1.0

3/4" = 1'-0" E3

STAIR COL @ WALL

1" = 1'-0" D1

THICKENED SLAB BELOW WASHERS

S1

PD

PE

P5

P4 P3

AB

AC

AD

AE

AF

AG

AH

A1 A2 A4 A5A3

MECH

M3.0

EF-2

EF-3

EF-9

EF-5

EF-6

EF-7

EF-8

INSTALL CONDENSING UNIT PER

CONDENSING UNIT SUPPORT

DETAIL 1/M4.2 (TYP.).

4"⌀ DRYER VENT DN.

REFER TO 5/M4.1 FOR

DRYER VENT DETAIL.

EF-4

CU-2

CU-1A

CU-1B

REFER TO 2/M4.2 FOR

KITCHEN GREASE EXHAUST

FAN DETAIL (TYP.)

LIQ (TYP.2)

SUC (TYP.2)

LIQ (TYP.2)

SUC (TYP.2)

LIQ (TYP.2)

SUC (TYP.2)

AREA 'A'

AREA 'B'

MECH

DATE:

DRAWN:

REVIEWED:

SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

/2

/2

:4 :1

P

M M1.4

LEVEL 02 PLAN -

AREA B -

MECHANICAL

MIKMCC

DAVING

0211435.00

CLARINDA

CORRECTIONAL

FACILITY - KITCHEN &

LAUNDRY ADDITION

STATE OF IOWA - DEPARTMENT

OF CORRECTIONS

2000 N 16TH ST, CLARINDA, IA

51632

11/18/2022

MIKMCC

BID SET

N O R

HT

1/8" = 1'-0"

LEVEL 02 PLAN - AREA B - MECHANICAL

2882 106TH STREET

DES MOINES, IA 50322

P: 515.334.9906 F: 515.334.9908 www.imegcorp.com

IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS,

TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING

AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND

SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT

WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF

IMEG CORP. ©2022 IMEG CORP.

REF. SCALE IN INCHES

0 1 2 3

PROJECT #21007688.00

KEYNOTES:

1. LOCATE FAN 10FT MINIMUM FROM ROOF EDGE

SO RAILING IS NOT REQUIRED.

1 12/22/2022 ADDEDNUM 1.0

S1

P5

AE

AF

A2 A4A3

MECH

OAL-1

98x28 RA REFER TO 3/M4.1 FOR

LOUVER INSTALLATION

DETAIL (TYP.)

OAL-2

AHU-1 DDC CONTROL

PANEL

DOAS-1 DDC

CONTROL PANEL

40x16 RAAHU-1

DOAS-1

M3.0

M3.0

LOCATE GLOBAL REFERENCE

POINTS FOR FMCS ON NORTH

FACE OF PENTHOUSE

60x28 SA

98x28 OA

30x30 OA

72x72 OA

UH-2

48x24 RA

RAL-1

72x48 EA

168x72 OA

UH-2

LIQ (TYP.2)

SUC (TYP.2)

LIQ (TYP.2)

SUC (TYP.2)

LIQ (TYP.2)

SUC (TYP.2)

x O

A

GV-1

40"X20" OA DUCT DN

TO OPEN AT 1' AFF.

MECH

44x20 SA1

72x30 EA

LEVEL 02

16'-6"

A2

ROOF

31'-2"

28x60 SA

28x98 RA

DOAS-1

28x98 OA

OAL-1

72x168 OA

24x48 RA

REFER TO 1/M4.3 FOR

DOAS-1 DETAIL.

3'-0"

10⌀ FLUE

(TYP.2)

A2 A4E-1A3

A2

A3 A4

A2

A3 A4

LEVEL 02

16'-6"

A2

ROOF

31'-2"

RAL-1

16x40 RA x R

A

AHU-1

REFER TO 2/M4.3 FOR

AHU-1 DETAIL.

ALLOW FOR 3'-0"

CLEARANCE TO ACCESS

OPPOSITE SIDE OF AHU.

12x86 SA

20x44 SA

6⌀ FLUE

86x12 RA

CONNECTION

86x18 EA

CONNECTION

86x18 OA

CONNECTION

A2 A3

A2

A3

A2

A3

DATE:

DRAWN:

REVIEWED:

SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

/2

/2

:4 :1

P

M M3.0

ENLARGED PLAN -

MECHANICAL

MIKMCC

DAVING

0211435.00

CLARINDA

CORRECTIONAL

FACILITY - KITCHEN &

LAUNDRY ADDITION

STATE OF IOWA - DEPARTMENT

OF CORRECTIONS

2000 N 16TH ST, CLARINDA, IA

51632

11/18/2022

MIKMCC

BID SET

2882 106TH STREET

DES MOINES, IA 50322

P: 515.334.9906 F: 515.334.9908 www.imegcorp.com

IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS,

TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING

AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND

SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT

WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF

IMEG CORP. ©2022 IMEG CORP.

REF. SCALE IN INCHES

0 1 2 3

PROJECT #21007688.00

N O R

HT

1/4" = 1'-0"

LEVEL 02 PLAN - AREA B - MECHANICAL ENLARGED PLAN

1/4" = 1'-0"

SECTION - DOAS-1

1/4" = 1'-0"

SECTION - AHU-1

KEYNOTES:

1. MAINTAIN A 36"X80" MINIMUM CLEAR PATHWAY

BETWEEN LOUVER AND VERTICAL DUCT AT

DOAS-1.

2. INSTALL AHU-1 AND DOAS-1 ON A 4"

HOUSEKEEPING PAD.

3. ROUTE REFRIGERANT PIPING FROM AIR

HANDLING UNIT/DOAS TO CONDENSING UNIT

PER MANUFACTURER RECOMMENDATIONS.

4. INSTALL OUTSIDE AIR FLOW MEASURING

STATION IN STRAIGHT SECTION OF DUCTWORK.

5. CONTRACTOR TO FIT ALL EQUIPMENT AND

SHIPPING SPLITS THROUGH EITHER THE MAIN

MECHANICAL ROOM DOORS OR OAL-1

OPENING. FOR THE LOUVER OPENING SIZE,

REFER TO THE ARCHITECTURAL PLANS.

6. MAINTAIN 36"X80" MINIMUM CLEAR PATHWAY

BETWEEN RETURN DUCT AND FLOOR.

7. GV-1 TO BE LOCATED ON ROOF OF

MECHANICAL PENTHOUSE. REFER TO 3/M4.2

FOR ROOF SUPPORT - FAN/HOOD CURB DETAIL.

8. 6"⌀ FLUE VENT UP THRU ROOF TO

MANUFACTURER'S VENT KIT. REFER TO 4/M4.1

FOR GAS VENT THRU ROOF DETAIL.

9. 10"⌀ FLUE VENT UP THRU ROOF TO

MANUFACTURER'S VENT KIT. REFER TO 4/M4.1

FOR GAS VENT THRU ROOF DETAIL. (TYP.2)

1 12/22/2022 ADDEDNUM 1.0

262 45 8

TOP VIEW

PROFILE VIEW

98x26 RETURN AIR

DAMPER AND OPENING

98x26 OUTSIDE AIR

DAMPER AND OPENING

98x26 RETURN AIR

DAMPER AND OPENING

98x26 OUTSIDE AIR

DAMPER AND OPENING

8 2 4

3 10

12 6 5 8

18 18

108x24 SUPPLY AIR

OPENING

108x24 SUPPLY AIR

OPENING

VFD

VFD

TOP VIEW

PROFILE VIEW

SPLIT SPLIT

SPLIT

SPLIT

SPLIT

SPLIT SPLIT

6 19 20

21 22 19 8

86x18 OUTDOOR AIR

DAMPER AND OPENING

86x18 OUTDOOR AIR

DAMPER AND OPENING

86x18 EXHAUST AIR

DAMPER AND OPENING

86x18 EXHAUST AIR

DAMPER AND OPENING

86x12 RETURN AIR OPENING

86x12 RETURN AIR OPENING

86x12 SUPPLY AIR OPENING

86x12 SUPPLY AIR OPENING

DATE:

DRAWN:

REVIEWED:

SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

/2

/2

:4 :1

P

M M4.3

MECHANICAL

DETAILS

MIKMCC

DAVING

0211435.00

CLARINDA

CORRECTIONAL

FACILITY - KITCHEN &

LAUNDRY ADDITION

STATE OF IOWA - DEPARTMENT

OF CORRECTIONS

2000 N 16TH ST, CLARINDA, IA

51632

11/18/2022

MIKMCC

BID SET

2882 106TH STREET

DES MOINES, IA 50322

P: 515.334.9906 F: 515.334.9908 www.imegcorp.com

IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS,

TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING

AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND

SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT

WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF

IMEG CORP. ©2022 IMEG CORP.

REF. SCALE IN INCHES

0 1 2 3

PROJECT #21007688.00

NO SCALE

DOAS-1 DETAIL

1 NO SCALE

AHU-1 DETAIL

KEYNOTES:

1. 8" BASERAIL.

2. DX COOLING COIL.

3. INDIRECT FIRED NATURAL GAS HEATING COIL.

4. CENTRIFUGAL PLENUM SUPPLY FAN.

5. ACCESS DOOR, MINIMUM WIDTH OF 12".

6. ACCESS DOOR, MINIMUM WIDTH OF 16".

7. ACCESS DOOR, MINIMUM WIDTH OF 24".

8. ACCESS DOOR, MINIMUM WIDTH OF 30" OR LARGER IF REQUIRED FOR FAN

ACCESS AND MOTOR REMOVAL.

9. MIXING BOX WITH ANGLED FILTER SECTION, MERV 8 FILTERS.

10. DISCHARGE PLENUM.

11. DAMPERS OVER THE SINGLE STAGE HEATING COIL SECTIONS (QUANTITY: 3).

NO COIL OVER MODULATING COIL.

12. ACCESS DOOR, MINIMUM WIDTH OF 28" OR LARGER IF REQUIRED FOR FILTER

REMOVAL.

13. VERTICAL ECONOMIZER SECTION.

14. CENTRIFUGAL PLENUM RETURN FAN.

15. MERV 8 FILTER RACK.

16. 6"⌀ STAINLESS STEEL FLUE.

17. 10"⌀ STAINLESS STEEL FLUE.

18. MODULE TO CONTAIN LED MARINE LIGHTS.

19. ACCESS DOOR, MINIMUM WIDTH OF 14".

20. ACCESS DOOR, MINIMUM WIDTH OF 28" OR LARGER IF REQUIRED FOR FAN

ACCESS AND MOTOR REMOVAL.

21. ACCESS DOOR, MINIMUM WIDTH OF 18" OR LARGER IF REQUIRED FOR FILTER

REMOVAL.

22. ACCESS DOOR, MINIMUM WIDTH OF 10".

23. ACCESS DOOR, MINIMUM WIDTH OF 20".

1 12/22/2022 ADDEDNUM 1.0