RFB923901-01_NCF_IPI_HFI_Warehouse_DRAWINGS_12-16-2022.pdf

PDF 6 MB Posted Dec 21, 2022

Attached to: DOC NCF IPI Homes For Iowa - Warehouse
Solicitation number: RFB923901-01
Issued by: Jasper County, Iowa

About this file

Written by GovTribe AI · May 22, 2025

The file is a comprehensive set of construction documents for the Newton Correctional Facility Iowa Prison Industries Warehouse project, prepared by Farnsworth Group for the State of Iowa Department of Corrections (DOC). The project involves constructing a new warehouse facility located at the Newton Correctional Facility, with two potential configurations: a base bid and an alternate No. 1 option that includes a building extension. The construction documents are dated 12/16/2022 and include detailed architectural, structural, civil, and electrical plans covering everything from site layout and grading to building foundations, electrical systems, and interior specifications.

The warehouse project appears to be a pre-engineered metal building with approximately 11,929 square feet (base bid) or 9,057 square feet (alternate), featuring wood truss construction, pre-finished metal wall and roof panels, and specific design elements like overhead doors, concrete foundations, and utility connections. The documents indicate careful consideration of site conditions, including existing utilities, potential underground fiber optic lines, and specific engineering requirements for foundations, electrical systems, and structural integrity. The plans include provisions for future expandability, erosion control, and compliance with local and state building codes, suggesting a comprehensive approach to facility development within the correctional infrastructure.

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RFB923901-01 - DOC NCF IPI Homes for Iowa - Addendum #1.pdf	PDF	Dec 21, 2022
RFB923901-01- DOC NCF IPI Homes For Iowa - Warehouse.pdf	PDF	Dec 21, 2022
RFB923901-01_NCF_IPI_HFI_Warehouse_SPECS_12-16-2022.pdf	PDF	Dec 21, 2022

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DATE:

LOCATION MAP

IMAGE © < COPYRIGHT NOTICE >

PROJECT NO.:

DAS PROJECT NO.:

ARCHITECT

CONSULTANTS

LIST OF DRAWINGS

DAS RFB923901-01

Newton Correctional Facility Iowa Prison Industries Warehouse

State of Iowa DOC

Newton, Iowa

12/16/2022

S ta te o f Io w a

D O

100% CONSTRUCTION DOCUMENTS

N e w to n

C o rr e c ti o n a l F a c ili ty I o w a

P ri s o n

I n d u s tr ie s W a re h o u s e

O N

S T

R U

C T

D O

C U

M E

N T

0220983.00

9239.01

GENERAL

COVER SHEET

CIVIL

C0.1 COVER SHEET

C1.1 EXISTING CONDITIONS & DEMO PLAN

C2.1 LAYOUT PLAN

C3.1 GRADING PLAN

C4.1 UTILITY PLAN

ARCHITECTURAL

A1.1 FLOOR PLANS - BASE BID & ALTERNATE No. 1, SCHEDULES & DETAILS

A2.1 ROOF PLANS - BASE BID & ALTERNATE No. 1, AND DETAILS

A3.1 EXTERIOR ELEVATIONS

A4.1 SECTIONS AND DETAILS

A5.1 REFLECTED CEILING PLANS - BASE BID & ALTERNATE No. 1

STRUCTURAL

S0.1 STRUCTURAL NOTES

S1.1 FOUNDATION PLAN

S5.1 STRUCTURAL DETAILS

ELECTRICAL

E1.1 SITE PLAN - ELECTRICAL

E1.2 OVERALL SITE PLAN - ELECTRICAL

E2.1 FLOOR PLANS - ELECTRICAL

E2.1A FLOOR PLANS - ELECTRICAL - ALTERNATE No. 1

E3.1 ELECTRICAL DETAILS & SCHEDULES

FARNSWORTH GROUP, INC.

14225 UNIVERSITY AVENUE, SUIT 110

WAUKEE, IOWA 50263

P: 515/225.3469 F: 515/225.9649

BISHOP ENGINEERING

3501 104TH STREET

DES MOINES, IOWA 50322

P: 515/276-0467

KPFF ENGINEERING CONSULTANTS

604 LOCUST STREET, SUITE 202

DES MOINES, IOWA 50309

P: 515/279.3900

BLUESTONE ENGINEERING

5518 NW 88TH STREET

JOHNSTON, IOWA 50131

P: 515/727.0700

NATHAN T.

KRESS

21136

E N

S E

D P

O FESS IONA

L E

N G

I N E

E R

* IO W A *

NATHAN T. KRESS, P.E. 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.

Signature:

License Expires:

Pages or sheets covered by this seal:

ROBERT C.

RIDGWAY

07570

E N

S E

D P

OFESS IONA

L A

R C

E C

* 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:

SETH V.

SUNDERMAN

23468

E N

S E

D P

O FESS IONA

L E

N G

I N E

E R

* IO W A *

SETH V. SUNDERMAN, P.E. 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.

Signature:

License Expires:

Pages or sheets covered by this seal:

CRAIG M.

PHILLIPS

P14060

E N

S E

D P

O FESS IONA

L E

N G

I N E

E R

* IO W A *

CRAIG M. PHILLIPS, P.E. 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.

Signature:

License Expires:

Pages or sheets covered by this seal:

Iowa Prison Industries Warehouse Newton Correctional Facility

Iowa Prison Industires Homes for Iowa SE Corner of Intersection Between SW 60th Ave & Public Access Rd.

Newton, Iowa

Newton Correctional Facility 307 S 60th Ave W.

Newton, IA 50208

NEWTON CORRECTIONAL FACILITY

PROJECT DESCRIPTION

IOWA

ONE CALL

1-800-292-8989 www.iowaonecall.com

Know what's below.

Call before you dig.

PROPERTY DESCRIPTION:

THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 79 NORTH,

RANGE 19 WEST OF THE 5TH P.M., JASPER COUNTY, IOWA EXCEPT

STREET AND EXCEPT APPROXIMATELY 1.0 ACRES IN THE

NORTHEAST CORNER DEEDED TO THE CENTRAL IOWA WATER

ASSOCIATION IN PATENT RECORDED AS INSTRUMENT # 04-01346.

ADDRESS:

803 S 60TH AVE W

NEWTON, IA 50208

OWNER/PREPARED FOR:

STATE OF IOWA

1007 EAST GRAND AVE

DES MOINES, IA 50319

ZONING:

CLASS: A (AGRICULTURAL)

PER JASPER COUNTY ASSESSOR PAGE

BENCHMARK:

POINT: #9000, MAG NAIL

NORTHING = 594215.79

EASTING = 1758735.35

ELEVATION = 776.85

DESCRIPTION: LOCATED ON THE SE CORNER OF THE

INTERSECTION BETWEEN SW 60TH AVE AND THE PUBLIC ACCESS

ROAD ON WHICH THE PROPERTY LIES

POINT: #9001, MAG NAIL

NORTHING = 592565.48

EASTING = 1759082.31

ELEVATION = 779.68

DESCRIPTION: LOCATED ON THE EAST SIDE OF THE PUBLIC

ACCESS ROAD TOWARDS THE SOUTHERN END OF THE PROPERTY

VICINITY MAP

SCALE: 1' = 400'

UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY COPYRIGHT LAW.

LEGEND:

SAN SANITARY SEWER

ST STORM SEWER

W WATER LINE

G GAS LINE

U/E UNDERGROUND ELECTRIC

O/E OVERHEAD ELECTRIC

TELE TELEPHONE LINE

F/O FIBER OPTIC

CATV CABLE TV

STORM MANHOLE

CURB INTAKE

SURFACE INTAKE

FLARED END SECTION

SANITARY MANHOLE

CLEANOUT

FIRE HYDRANT

SPRINKLER

IRRIGATION CONTROL VALVE

WATER MANHOLE

WELL

WATER VALVE

WATER SHUT OFF

YARD HYDRANT

ELECTRIC MANHOLE

ELECTRIC METER

ELECTRIC RISER

ELECTRIC VAULT

POWER POLE

TRANSFORMER POLE

LIGHT POLE

ELECTRIC JUNCTION BOX

ELECTRIC PANEL

TRANSFORMER

GROUND LIGHT

GUY WIRE

ELECTRIC HANDHOLE

GAS METER

GAS VALVE

AIR CONDITIONING UNIT

TELEPHONE RISER

TELEPHONE VAULT

TELEPHONE MANHOLE

TRAFFIC SIGNAL MANHOLE

FIBER OPTIC MANHOLE

FIBER OPTIC RISER

FIBER OPTIC VAULT

CABLE TV RISER

SIGN

BOLLARD

7 DENOTES NUMBER OF PARKING STALLS

PROPERTY CORNER - FOUND AS NOTED

PROPERTY CORNER- PLACED AS NOTED

SECTION CORNER - FOUND AS NOTED

H Y D

ICV

WSO

Y A DR

ELEC

A/C

TEL

F/O

SHEET INDEX:

C0.1 COVER SHEET

C1.1 EXISTING CONDITIONS & DEMO PLAN

C2.1 LAYOUT PLAN

C3.1 GRADING PLAN

C4.1 UTILITY PLAN

UTILITY CONFLICT NOTES:

1. UTILITY CONFLICTS MAY EXIST ACROSS THE SITE WITH NEW UTILITIES, GRADING, PAVING ETC.

MOST UTILITY CONFLICTS HAVE BEEN CALLED OUT FOR CONTRACTOR CONVENIENCE.

2. CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONFLICTS THAT ARE EITHER CALLED OUT ON

THE PLANS OR THAT CAN BE SEEN ON THE PLANS BETWEEN AN EXISTING UTILITY AND

PROPOSED CONSTRUCTION

WETLAND NOTES:

1. BISHOP ENGINEERING DOES NOT PERFORM WETLAND STUDIES OR WETLAND MITIGATION. IT IS

THE OWNER'S RESPONSIBILITY TO DETERMINE IF ANY WETLANDS ARE LOCATED ON THE

PROJECT SITE AND PERFORM ANY NECESSARY MITIGATION PRIOR TO THE COMMENCEMENT OF

CONSTRUCTION ACTIVITIES.

SURVEY NOTES:

1. SURVEY WORK WAS COMPLETED BY BISHOP ENGINEERING ON 02-11-20. SEE SITE SURVEY

PROVIDED AS PART OF THIS SET OF PLANS FOR EXISTING SITE CONDITIONS AND BOUNDARY

INFORMATION.

GENERAL NOTES:

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH SUDAS STANDARD SPECIFICATIONS AND ANY AND ALL STATE FIRE MARSHAL SUPPLEMENTAL SPECIFICATIONS. THE

STATE FIRE MARSHALL & CORRECTIONS FACILITY MUST BE NOTIFIED BY ALL CONTRACTORS 72 HOURS PRIOR TO COMMENCING WORK.

2. IN EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES. ANY DAMAGE TO SAID UTILITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.

4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANS SHALL RELIEVE THE

CONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS.

5. ALL NECESSARY CONSTRUCTION SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES REQUIRED DURING CONSTRUCTION WILL BE FURNISHED BY THE

CONTRACTOR. SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN CONFORMANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

FOR STREETS AND HIGHWAYS."

6. BISHOP ENGINEERING SHALL NOT BE LIABLE FOR ANY INJURIES THAT HAPPEN ON SITE. THIS SHALL INCLUDE BUT NOT BE LIMITED TO TRENCH COLLAPSES FROM VARYING SOIL CONDITIONS OR INJURIES CAUSED BY UNDERGROUND UTILITIES INCLUDING UTILITIES THAT ARE NOT SHOWN ON PLAN.

7. THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION IN PROVIDING FOR STORM WATER FLOW DURING CONSTRUCTION. DO NOT RESTRICT FLOWS IN EXISTING DRAINAGE CHANNELS, STORM SEWER, OR FACILITIES.

8. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SCHEDULE FOR PERFORMANCE OF WORK ITEMS. THIS SCHEDULE SHALL BE PROVIDED BY THE CONTRACTOR AT THE PROJECT PRECONSTRUCTION CONFERENCE. NO WORK SHALL BEGIN UNTIL A SCHEDULE HAS BEEN SUBMITTED AND ACCEPTED. THE CONTRACTOR SHALL THEN

PERFORM WORK TO CONFORM TO THE ACCEPTED SCHEDULE.

9. LABORATORY TESTS SHALL BE PERFORMED BY THE OWNER UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE SAMPLES OF MATERIAL REQUIRED FOR LABORATORY TESTS AND TESTING IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.

10. SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPARATELY.

11. THE CONTRACTOR SHALL PROTECT ALL STRUCTURES NOT SHOWN AS REMOVALS ON THE PLANS.

12. THE CONTRACTOR SHALL OBTAIN ANY AND ALL NECESSARY PERMITS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL WORK WITH OWNER OR OWNERS

REPRESENTATIVE ON ALL REQUIRED STORM WATER DISCHARGE PERMITS FROM THE IOWA DEPARTMENT OF NATURAL RESOURCES.

13. GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED GRADING PLAN, SWPPP, NPDES DOCUMENTS, AND IOWA DEPARTMENT OF

NATURAL RESOURCES REQUIREMENTS.

14. THE CONTRACTOR SHALL PICK UP ANY DEBRIS SPILLED ONTO THE ADJACENT RIGHT OF WAY OR ABUTTING PROPERTIES AS THE RESULT OF CONSTRUCTION, AT THE

END OF EACH WORK DAY.

15. THE CONTRACTOR IS RESPONSIBLE FOR THE PROMPT REMOVAL OF ALL MUD THAT HAS BEEN TRACKED OR WASHED UNTO ADJACENT PROPERTY OR RIGHT OF WAY

UNTIL SUCH TIME THAT PERMANENT VEGETATION HAS BEEN ESTABLISHED.

16. DISPOSE OF ALL EXCESS MATERIALS AND TRASH IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. PROVIDE WASTE AREAS OR DISPOSAL SITES

FOR EXCESS MATERIALS NOT DESIRABLE FOR INCORPORATION INTO THE PROJECT.

DESCRIPTION:DATE:#

ISSUE:

100% CD

PROJECT:

DATE:

PROJECT NO.:

DAS #:

State of Iowa

Newton, Iowa Correctional Facility Iowa Prison Industries Warehouse

12/16/2022

0220983.00

DP-9239.00-.01-003

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

FIELD BOOK NO.:

L:\

\22

ILI

W G\

C0 C

.D W

/16 /20

:09

A M

UTILITY NOTE:

THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM THE FIELD SURVEY, EXISTING PUBLIC RECORDS, AND PLANS PROVIDED BY OTHERS. SURFACE UTILITY LOCATIONS HAVE BEEN FIELD LOCATED BY BISHOP ENGINEERING, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE LOCATIONS ONLY. BISHOP ENGINEERING DOES NOT GUARANTEE THE UNDERGROUND LOCATION OF ANY UTILITIES SHOWN. IT SHALL BE THE DUTY OF THE CONTRACTOR TO DETERMINE THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES SHOWN AND IF ANY ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN ON THE PLANS, MAY BE PRESENT. A REQUEST WAS MADE TO IOWA ONE CALL FOR UTILITY PROVIDERS TO VERIFY, LOCATE, AND MARK THEIR UTILITIES IN THE FIELD.

ABBREVIATIONS:

AC ACRES

ASPH ASPHALT

BK BOOK

CONC CONCRETE

D DEEDED DISTANCE

EX EXISTING

ENCL ENCLOSURE

FF FINISHED FLOOR

FL FLOW LINE

FRAC FRACTIONAL

M MEASURED DISTANCE

MH MANHOLE

OPC ORANGE PLASTIC CAP

P PLATTED DISTANCE

PG PAGE

POB POINT OF BEGINNING

POC POINT OF COMMENCEMENT

PRA PREVIOUSLY RECORDED AS

PUE PUBLIC UTILITY EASEMENT

ROW RIGHT OF WAY

RPC RED PLASTIC CAP

SF SQUARE FEET

SAN SANITARY

TYP TYPICAL

YPC YELLOW PLASTIC CAP

N NORTH

S SOUTH

E EAST

W WEST

F/O

C0.1, C1.1, C2.1, C3.1 & C4.1

COVER SHEET

C0.1

GEOTECHNICAL REPORT:

1. GEOTECHNICAL REPORT FOR SITE WAS NOT PROVIDED BY OWNER.

2. THE DESIGN AND SPECIFICATIONS IN THE APPROVED CONSTRUCTION DOCUMENTS ARE BASED ON TYPICAL CONDITIONS AND

ARE NOT BASED ON RECOMMENDATIONS FROM SITE SPECIFIC GEOTECHNICAL REPORT.

3. THE RECOMMENDED DESIGN AND SPECIFICATIONS HAVE BEEN APPROVED BY THE OWNER.

4. ANY RECOMMENDATIONS MADE BY THE OWNER'S SELECTED GEOTECHNICAL FIRM SHALL GOVERN.

SPECIFICATIONS NOTES:

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NEWTON CORRECTIONAL FACILITY PROJECT SPECIFICATIONS, STATE FIRE MARSHAL SPECIFICATIONS AND SUDAS SPECIFICATIONS.

2. FOR ANY DISCREPANCIES BETWEEN THE NEWTON CORRECTIONAL FACILITY PROJECT SPECIFICATIONS AND STATE FIRE

MARSHAL REQUIREMENTS AND SPECIFICATIONS, PLUMBING CODE, AND URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENT (SUDAS 2020), STATE FIRE MARSHAL STANDARD SPECIFICATIONS SHALL GOVERN.

3. FOR ALL SPECIFICATION DISCREPANCIES, PROJECT ENGINEER SHALL BE CONTACTED PRIOR TO PROCEEDING WITH CONSTRUCTION. IF ENGINEER IS NOT CONTACTED, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY PROBLEMS THAT

RESULT FROM SAID DISCREPANCIES.

4. FOR ALL SPECIFICATION DISCREPANCIES, CONTRACTOR MUST OBTAIN WRITTEN APPROVAL FROM NEWTON CORRECTIONS FACILITY FOR ANY CHANGES TO PROPOSED SITE INFRASTRUCTURE OR GRADES PRIOR TO PROCEEDING WITH ANY

CHANGES.

SECURITY NOTES:

1. CONTRACTOR RESPONSIBLE FOR SECURITY OF THE SITE.

2. TEMPORARY FENCES OR ANY OTHER SECURITY MEASURES ARE THE RESPONSIBILITY OF THE CONTRACTOR.

3. NO SECURITY MEASURES WILL BE ELIGIBLE FOR A CHANGE ORDER AND MUST BE INCLUDED IN THE BASE BID.

STAKING NOTES:

1. CONTRACTOR IS REQUIRED TO HAVE ALL STAKING DONE UNDER THE

SUPERVISION OF A LICENSED LAND SURVEYOR AND IN COORDINATION

WITH THE PROJECT ENGINEER.

2. CONTRACTOR IS REQUIRED TO HAVE ALL STAKING DONE DIRECTLY

UNDER THE CONTRACTOR BY A SINGLE COMPANY.

3. STAKING DOES NOT RELIEVE CONTRACTOR OF ULTIMATE

RESPONSIBILITY TO CONSTRUCT THE PROJECT PER PLAN.

EARTHWORK BALANCE NOTES:

1. SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED

INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPARATELY.

CONTRACTOR RESPONSIBLE FOR MAKING THE SITE EARTHWORK BALANCE.

2. THIS INCLUDES BUT IS NOT LIMITED TO TOPSOIL, POOR SOILS AND

STRUCTURAL FILL NECESSARY TO MEET PROJECT PLANS AND

SPECIFICATIONS.

AutoCAD SHX Text | lrunciman | L:\Land Projects 2022\220333 Newton Correctional Facility\dwg\C0 COVER.dwg | 12/12/2022 10:38 AM |lrunciman | L:\Land Projects 2022\220333 Newton Correctional Facility\dwg\C0 COVER.dwg | 12/12/2022 10:38 AM | | L:\Land Projects 2022\220333 Newton Correctional Facility\dwg\C0 COVER.dwg | 12/12/2022 10:38 AM |L:\Land Projects 2022\220333 Newton Correctional Facility\dwg\C0 COVER.dwg | 12/12/2022 10:38 AM | | 12/12/2022 10:38 AM |12/12/2022 10:38 AM | |

AutoCAD SHX Text

SIGNED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text 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.

AutoCAD SHX Text

PAGES OR SHEETS COVERED BY THIS SEAL:

AutoCAD SHX Text

SETH V. SUNDERMAN, P.E. 23468

AutoCAD SHX Text

LICENSE RENEWAL DATE: DEC. 31, 2023

AutoCAD SHX Text 23468

AutoCAD SHX Text

SUNDERMAN

AutoCAD SHX Text

SETH V.

EX 18" CMP

TOP=774.30

EX 18" CMP

TOP=773.98

A/CA/C

FF=777.54

U/E

O/E

TELE

O/E

77677

EX LOCATION PER

WINDSTREAM MAP

EX LOCATION PER

ALLIANT MAP

PUBLIC ACCESS RD

( ASPHALT SURFACE)

EX GATE

EX GRAVEL DRIVE

BUILDINGEX

EX POWER POLE

HEIGHT = 28'

EX POWER POLE

HEIGHT = 28'

EX POWER POLE

HEIGHT = 28'

F/O

EX. GRAVEL

U/E U/E

U/E U/E U/E

U/E U/E

APPROX. LOCATION OF

EX. SEPTIC FIELD & TANK

CONTRACTOR TO COORDINATE W/

UTILITY PROVIDER & MPE PLAN TO

REROUTE EX. UNDERGROUND

ELECTRIC LINE TO EX. TRANSFORMER

CONTRACTOR TO COORDINATE

W/ MEP PLANS TO PROTECT AND

SLEEVE EX. FIBER OPTIC LINE

REMOVE SECTION OF EX.

GRAVEL FOR PROP.

BUILDING CONSTRUCTION

DEMO NOTES:

1. CONTRACTOR TO LOCATE AND VERIFY ALL EXISTING UTILITY

LOCATIONS AND DEPTH ON SITE PRIOR TO CONSTRUCTION

AND CONTACT ENGINEER/OWNER IF DIFFERENT FROM PLANS

OR IN CONFLICT IN CONSTRUCTION ACTIVITIES.

2. CONTRACTOR TO COORDINATE PERMITTING, SIGNAGE AND

LANE CLOSURE WITH CITY OF NEWTON AS REQUIRED FOR

WORK WITHIN RIGHT OF WAY PRIOR TO START OF

CONSTRUCTION.

3. CONTRACTOR TO PROTECT ALL UTILITIES, PAVEMENTS AND

STRUCTURES THAT ARE NOT SCHEDULED FOR REMOVAL.

CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY

DAMAGED UTILITIES, PAVEMENTS, AND STRUCTURES NOT

SCHEDULED FOR REMOVAL PER CITY/OWNER

SPECIFICATIONS AT THE CONTRACTORS EXPENSE.

4. CONTRACTOR TO REMOVE EXISTING GRANULAR SURFACE

AND UNSUITABLE MATERIALS WITHIN REMOVAL LIMITS SHOWN

AND HAUL OFF TO AN APPROVED LOCATION.

9. CONTRACTOR TO COORDINATE WITH UTILITY OWNERS AND

MEP FOR ANY REQUIRED RELOCATION OR ADJUSTMENT OF

EXISTING FIBER, ELECTRIC AND GAS LINES AS NEEDED TO

AVOID CONFLICT WITH CONSTRUCTION ACTIVITIES AND

IMPROVEMENTS.

DESCRIPTION:DATE:#

ISSUE:

100% CD

Xref C:/Reference/FG-CAD_Systems/FG-CADD/Titleblocks/WAU1_Logo.dwg

PROJECT:

DATE:

PROJECT NO.:

DAS #:

State of Iowa

Newton, Iowa Correctional Facility Iowa Prison Industries Warehouse

12/16/2022

0220983.00

DP-9239.00-.01-003

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

FIELD BOOK NO.:

GRAPHIC SCALE

030 15 30 60

L:\

\22

ILI

W G\

C1 .1

W G

/12

/20

:41 P

EXISTING CONDITIONS

& DEMO PLAN

C1.1

AutoCAD SHX Text

NW 1/4 NE 1/4 SEC 28-T79-R19

| lrunciman | L:\Land Projects 2022\220333 Newton Correctional Facility\dwg\C1.1 EXISTING CONDITIONS & DEMO.dwg | 12/12/2022 10:39 AM |lrunciman | L:\Land Projects 2022\220333 Newton Correctional Facility\dwg\C1.1 EXISTING CONDITIONS & DEMO.dwg | 12/12/2022 10:39 AM | | L:\Land Projects 2022\220333 Newton Correctional Facility\dwg\C1.1 EXISTING CONDITIONS & DEMO.dwg | 12/12/2022 10:39 AM |L:\Land Projects 2022\220333 Newton Correctional Facility\dwg\C1.1 EXISTING CONDITIONS & DEMO.dwg | 12/12/2022 10:39 AM | | 12/12/2022 10:39 AM |12/12/2022 10:39 AM | |

A/CA/C

FF=777.54

O/E

TELE

O/E

PUBLIC ACCESS RD

( ASPHALT SURFACE)

EX GRAVEL DRIVE

BUILDINGEX

EX POWER POLE

HEIGHT = 28'

EX POWER POLE

HEIGHT = 28'

F/O

EX. GRAVEL

9,000 SF W

AREHOUSE

FFE-774.00

60.0'

109.58'

234.52'

109.65'

235.03'

25'

U/E

60.00'

152.00'

60.00'

152.00'

48.00'

ALTERNATE NO. 1:

48 FT BUILDING

EXTENSION

BASE BID GRAVEL

LIMITS. 6" DEPTH

CLASS "A" ROAD

STONE GRAVEL

SURFACE (TYPICAL)

FUTURE SANITARY SEWER MAIN.

OWNER WILL INSTALL AND CONNECT BUILDING

SEWER SERVICE IF NEEDED AFTER MAIN HAS

BEEN INSTALLED

ALTERNATE NO. 1:

GRAVEL LIMITS. 6"

DEPTH CLASS "A"

ROAD STONE

GRAVEL SURFACE

(TYPICAL)

N: 593079.99 E: 1759137.31

N:593062.41 E: 1759079.94

N: 593271.22 E: 1759078.74

N: 593253.65 E: 1759021.37

DESCRIPTION:DATE:#

ISSUE:

100% CD

Xref C:/Reference/FG-CAD_Systems/FG-CADD/Titleblocks/WAU1_Logo.dwg

PROJECT:

DATE:

PROJECT NO.:

DAS #:

State of Iowa

Newton, Iowa Correctional Facility Iowa Prison Industries Warehouse

12/16/2022

0220983.00

DP-9239.00-.01-003

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

FIELD BOOK NO.:

L:\

\22

ILI

W G\

C2 .1

W G

/12

/20

:53 P

GRAPHIC SCALE

030 15 30 60

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 SITE

SECURITY AS NEEDED TO ACCOMMODATE CONSTRUCTION

ACTIVITIES.

AutoCAD SHX Text

NW 1/4 NE 1/4 SEC 28-T79-R19

| lrunciman | L:\Land Projects 2022\220333 Newton Correctional Facility\dwg\C2.1 LAYOUT.dwg | 12/12/2022 11:14 AM |lrunciman | L:\Land Projects 2022\220333 Newton Correctional Facility\dwg\C2.1 LAYOUT.dwg | 12/12/2022 11:14 AM | | L:\Land Projects 2022\220333 Newton Correctional Facility\dwg\C2.1 LAYOUT.dwg | 12/12/2022 11:14 AM |L:\Land Projects 2022\220333 Newton Correctional Facility\dwg\C2.1 LAYOUT.dwg | 12/12/2022 11:14 AM | | 12/12/2022 11:14 AM |12/12/2022 11:14 AM | |

A/CA/C

FF=777.54

TELE

O/E

PUBLIC ACCESS RD

( ASPHALT SURFACE)

EX GRAVEL DRIVE

BUILDINGEX

EX POWER POLE

HEIGHT = 28'

EX POWER POLE

HEIGHT = 28'

F/O

EX. GRAVEL

9,000 SF W

AREHOUSE

FFE-774.00

772.25

772.94 772.45

772.95

774.00FF

773.20

773.00

773.25773.20

0.0%

0.1%

0.3%

772.26

U/E

PROP 3'

SWALE ALONG

EDGE OF

GRAVEL

PROP 3'

SWALE ALONG

EDGE OF

GRAVEL

MAINTAIN EXISTING DRAINAGE

PATTERN FOR SURFACE

RUNOFF FLOWING NORTH TO

ROAD DITCH.

773.18 773.00

A/CA/C

FF=777.54

TELE

O/E

PUBLIC ACCESS RD

( ASPHALT SURFACE)

EX GRAVEL DRIVE

BUILDINGEX

EX POWER POLE

HEIGHT = 28'

EX POWER POLE

HEIGHT = 28'

F/O

EX. GRAVEL

CONTRACTOR OUTHOUSE,

DUMPSTER & CONC. WASHOUT

(REF. DETAILS ON THIS SHEET)

STAGING

AREA

CONSTRUCTION

ENTRANCE.

SILT FENCE,

TYP.

TOPSOIL NOTES:

1. STRIP AND STOCKPILE THE TOP 8" OF SOIL ON ALL DISTURBED AREAS.

2. RESPREAD TOPSOIL TO A MINIMUM DEPTH OF 8" ON ALL GREEN (NON PAVED)

AREAS. IMPORT TOPSOIL AS NECESSARY TO ACHIEVE A MINIMUM DEPTH OF 6".

3. TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN 3/4" IN SIZE.

4. TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OF SUSTAINING

VIGOROUS PLANT GROWTH, FROM WELL DRAINED SITE FREE FROM FLOODING, NOT

IN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL, CLAY

LUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH IN DIAMETER, AND

FOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4

PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOIL

REQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.

6. CONTRACTOR TO COORDINATE WITH GEOTECHNICAL REPORT FOR SUITABLE FILL

MATERIAL AS NEEDED TO ACCOMMODATE PROPOSED GRADING PLAN.

7. CONTRACTOR TO COORDINATE WITH GEOTECHNICAL AND OWNER FOR ANY

REQUIRED TESTING AND OBSERVATIONS.

8. CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE ACROSS SITE TO PROVIDE

DRAINAGE AWAY FROM ANY EXISTING AND PROPOSED BUILDINGS.

DESCRIPTION:DATE:#

ISSUE:

100% CD

PROJECT:

DATE:

PROJECT NO.:

DAS #:

State of Iowa

Newton, Iowa Correctional Facility Iowa Prison Industries Warehouse

12/16/2022

0220983.00

DP-9239.00-.01-003

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

FIELD BOOK NO.:

GRADING LEGEND:

EXISTING CONTOUR

PROPOSED CONTOUR

FINISHED GROUND ELEVATION

TOP OF CURB ELEVATION

GUTTER ELEVATION

TOP OF WALL ELEVATION

BOTTOM OF WALL ELEVATION

EDGE OF WALK ELEVATION

TOP OF STAIR ELEVATION

BOTTOM OF STAIR ELEVATION

NOTE: WALL ELEVATIONS SHOWN ON PLAN ARE FINISHED

GROUND GRADES AT THE TOP AND BOTTOM OF THE WALL.

150.50E/W

150.50B/W

150.50T/W

150.50G

150.50T/C

150.50

150.50T/S

150.50B/S

L:\

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/16

/20

:41 A

GRAPHIC SCALE

030 15 30 60

GRADING PLAN

EROSION CONTROL REMOVAL NOTES:

1. AFTER FINAL STABILIZATION HAS OCCURED, AS DEFINED IN NPDES GENERAL

PERMIT NO. 2, CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF

ALL TEMPORARY EROSION CONTROL DEVICES INCLUDING, BUT NOT LIMITED

TO: SILT FENCE, INLET PROTECTION, AND TEMPORARY STANDPIPES.

NOT TO SCALE

SITE ENTRANCE DETAIL

TEMP. ROCK ENTRANCE

(PLAN VIEW)

(PROFILE VIEW)

TEMP. ROCK ENTRANCE

3" CLEAN

LIMESTONE

PLACE ROCK

ON FABRIC

STABILIZED ENTRANCE SHALL BE AT

LEAST 50' LONG AND EXTEND TO THE

PUBLIC ROADWAY.

5'- 0"

GROUND LINE

ENGINEERING FABRIC

FLOW

1' ABOVE GROUND LINE VARIABLE

10' MAX. 5' MAX. 5' MAX. 10' MAX.

1' ABOVE GROUND LINE

SECURE TOP OF ENGINEERING FABRIC

ENGINEERING FABRIC TO BE PLACED

TO BOTTOM OF TRENCH.

ENGINEERING

FABRIC

GROUND

LINE

TRENCH BOTTOM

1 1

LINE

GROUND

MIN.

EXCESS FABRIC

COMPACTED BACKFILL

DETAIL OF SILT FENCE AT DITCH OR SWALE

DETAIL OF SILT FENCE

8' SPACING

TO TOP OF STEEL POST.

SEE DETAIL OF ATTACHMENT TO POST.

VERTICAL CUT

WIRE

CORD

WIRE

POST

FABRIC

BACK VIEW OF FABRIC

BACK VIEW

ATTACHMENT TO POST

NOTES :

3 MAKE VERTICAL CUT IN TOP OF FABRIC.

PULL OUT AND TWIST CORD.

4 LOOP CORD AROUND POST FORMING A

LOOP. PULL WIRE THROUGH FOLD AREA

OF FABRIC AND SECURE AROUND POST.

'T' STEEL

FENCE POST

NORMAL

FORESLOPE

2" RISE

IN FENCE

31"

MIN.

NORMAL BACKSLOPE

" M

6" TRENCH DEPTH FOR

NORMAL INSTALLATION

(MIN.) 12" TRENCH

DEPTH FOR DITCH

INSTALLATION

NOT TO SCALE

(SECTION VIEW)

(PROFILE VIEW)

SILT FENCE DETAILS

NOT TO SCALE

INLET

5'-0"

'T' FENCE POST, 5' MIN.

NOTES:

1. SECURE TOP OF FABRIC TO

POSTS, USING CABLE TIES OR

WIRE.

2. FABRIC TO BE BURIED 12", AND

FOLDED ALONG BOTTOM.

3. STEEL POSTS TO BE EMBEDDED

28".

(PLAN VIEW)

DROP INLET BASKET

PROTECTION

SILT FENCE FABRIC

IF APPLICABLE

INLET PROTECTION DETAIL

NOT TO SCALE

NOTES:

1. 1 C.Y. CONCRETE BAG SHALL BE REQUIRED AT ANY

LOCATION WHERE CONCRETE IS USED.

2. CONCRETE WASHOUT DUMPSTER W/ HEAVY DUTY

LINER IS AN ACCEPTIBLE ALTERNATIVE

(PLAN VIEW)

1 C.Y. CONCRETE

WASH-OUT BAG

'T' FENCE POST

5' MIN

CONCRETE WASH-OUT BAG DETAIL

(PROFILE VIEW)

1 C.Y. CONCRETE

WASH-OUT BAG

STABILIZED ENTRANCE AT LEAST 50'

LONG-12" DEEP CLASS "A" ROAD STONE

ON GEOTEXTILE

SILT FENCE (TYP)

LEGEND:

EXISTING CONTOUR

PROPOSED CONTOUR120

SFSF SF

GRADING LEGEND:

EXISTING CONTOUR

PROPOSED CONTOUR

FINISHED GROUND ELEVATION

TOP OF CURB ELEVATION

GUTTER ELEVATION 150.50G

150.50T/C

150.50

EROSION CONTROL NOTES:

1. SEE SUPPLEMENTAL DETAIL STORM WATER POLLUTION PLAN NARRATIVE FOR ALL EROSION CONTROL MEASURES, ADDITIONAL

DETAILS AND NOTE. ADDITIONAL NOTES AND MEASURES IN NARRATIVE SHALL BE CONSIDERED INCIDENTAL AND SHALL BE

INCLUDED IN THE ORIGINAL BID.

2. SWPPP PLAN AND NARRATIVE ARE CONSIDERED A LIVING DOCUMENT AND WILL NEED PERIODIC UPDATES AND ADJUSTMENTS AS NECESSARY DEPENDING ON SITE CONDITIONS TO ASSURE COMPLIANCE WITH NPDES GENERAL PERMIT NO. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO UPDATE THE SWPPP AND IMPLEMENT ANY AND ALL MEASURES NECESSARY TO COMPLY WITH

SAID PERMIT NO. 2.

3. INSTALL PERIMETER SILT FENCE AS SHOWN ON PLANS PRIOR TO CONSTRUCTION.

4. INSTALL INTAKE PROTECTION WITH SILT FENCE IMMEDIATELY AFTER STORM SEWER CONSTRUCTION.

5. INSTALL FINISHED PAVING INLET PROTECTION IMMEDIATELY AFTER PAVING IS COMPLETED AROUND INTAKE.

6. OTHER EROSION CONTROL TYPES MAY NOT BE SUBSTITUTED FOR SILT FENCE.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING A CONCRETE WASHOUT IN ACCORDANCE WITH NPDES GENERAL PERMIT

NO. 2 DURING ALL CONCRETE WORK.

8. MANAGER/OWNER SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARY DUMPSTERS AND RESTROOM FACILITIES. SANITARY

WASTE SHALL BE DISPOSED OF PER ALL FEDERAL, STATE AND LOCAL REGULATIONS.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOIL REQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.

10. CONTRACTOR SHALL BE RESPONSIBLE FOR REVISING AND/OR INSTALLING ADDITIONAL EROSION CONTROL MEASURES/SEEDING

AS NEEDED TO ACCOMMODATE THE CONSTRUCTION PHASING AND SWPPP INSPECTOR REQUIREMENTS. SUCH CHANGES SHALL BE

INCIDENTAL TO THE PROJECT. ALL CHANGES SHALL BE DOCUMENTED AND RECORDED.

11. THIS PROJECT INCLUDES SAWCUTTING OR CONCRETE GRINDING SO PROTECTION OF STORM SEWERS AND DRAINAGE WAYS WILL NEED TO BE PROVIDED FROM SLURRY FROM THE CONCRETE OPERATIONS TO DISCHARGE OFFSITE. SEE SWPPP SHEET AND

NARRATIVE FOR ADDITIONAL DETAILS.

12. CONTRACTOR SHALL PROVIDE APPROPRIATE CONTROLS TO PREVENT DISCHARGES FROM ANY AND ALL DEWATERING ACTIVITIES.

13. SEE LANDSCAPE PLAN FOR FINAL STABILIZATION INCLUDING SEEDING AND SODDING AREAS.

14. PER NPDES GENERAL PERMIT NO. 2, IF CONSTRUCTION ACTIVITY IS NOT PLANNED FOR AT LEAST 14 DAYS, ALL DISTURBED AREAS

SHALL BE STABILIZED IMMEDIATELY BY TEMPORARY EROSION CONTROL MEASURES.

15. THE FOLLOWING DISCHARGES ARE PROHIBITED: WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM

RELEASE OIL, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS, FUEL, OILS OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE, AND SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT

WASHING.

16. CONTRACTOR TO INSTALL "TURF REINFORCED MATTING" TRM ON ALL EMBANKMENTS AND DRAINAGE/DETENTION AREAS.

17. ANY ADDITIONAL TRM THAT IS NEEDED TO STABILIZE AREAS THAT ARE IDENTIFIED BY THE OWNER,ENGINEER OR SWPPP

INSPECTOR DURING CONSTRUCTION AND SEEDING SHALL BE CONSIDERED INCIDENTAL.

18. CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND PHASING EROSION CONTROLS AND SILT FENCE, PER SWPPP INSPECTORS

RECOMMENDATIONS, TO MAINTAIN EROSION PROTECTION AND ACCOMMODATE CONSTRUCTION ACTIVITIES AND PHASING. ANY

ADDITIONAL EROSION CONTROLS OR ADJUSTMENTS SHALL BE INCIDENTAL.

19. CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY SILTING, REELING OR SCOURING TO DESIGN GRADE BEFORE CLOSE OF

PROJECT PER SWPPP INSPECTOR AND OWNER RECOMMENDATIONS.

20. CONTRACTOR TO PROTECT PROPOSED PONDS DURING CONSTRUCTION FROM EROSION AND SILTING. ANY CORRECTIVE WORK TO

RESTORE POND BOTTOMS SHALL BE INCIDENTAL.

DISTURBED AREA = 0.90 ACRES±

C3.1

SEEDING NOTES:

1. CONTRACTOR TO PREPARE AND SEED ALL DISTURBED AREAS OUTSIDE OF

GRAVEL LIMITS WITH UNITED SEED TYPE II MIX,

2. CONTRACTOR TO FOLLOW PRODUCT DATA RECOMMENDATIONS FOR

APPLICATION AND RATES.

AutoCAD SHX Text

NW 1/4 NE 1/4 SEC 28-T79-R19

AutoCAD SHX Text

NW 1/4 NE 1/4 SEC 28-T79-R19

AutoCAD SHX Text | lrunciman | L:\Land Projects 2022\220333 Newton Correctional Facility\dwg\C3.1 GRADING.dwg | 12/12/2022 10:39 AM |lrunciman | L:\Land Projects 2022\220333 Newton Correctional Facility\dwg\C3.1 GRADING.dwg | 12/12/2022 10:39 AM | | L:\Land Projects 2022\220333 Newton Correctional Facility\dwg\C3.1 GRADING.dwg | 12/12/2022 10:39 AM |L:\Land Projects 2022\220333 Newton Correctional Facility\dwg\C3.1 GRADING.dwg | 12/12/2022 10:39 AM | | 12/12/2022 10:39 AM |12/12/2022 10:39 AM | |

TRENCH BOTTOM

EX 18" CMP

TOP=774.30

EX 18" CMP

TOP=773.98

A/CA/C

FF=777.54

W W

O/E

TELE

O/E

EX LOCATION PER

WINDSTREAM MAP

PUBLIC ACCESS RD

( ASPHALT SURFACE)

EX GRAVEL DRIVE

BUILDINGEX

EX POWER POLE

HEIGHT = 28'

EX POWER POLE

HEIGHT = 28'

F/O

EX. GRAVEL

APPROX. LOCATION OF

EX. SEPTIC FIELD & TANK

9,000 SF W

AREHOUSE

FFE-774.00

U/E

PROP. 2" CONDUIT FOR FIBER/TELEPHONE

(REF. TO MEP PLANS)

PROP. UNDERGROUND PRIMARY

(REF. TO MEP PLANS)

PROP. UNDERGROUND SECONDARY

(REF. TO MEP PLANS)

FUTURE SANITARY SEWER MAIN.

OWNER WILL INSTALL AND CONNECT BUILDING

SEWER SERVICE IF NEEDED AFTER MAIN HAS

BEEN INSTALLED

EXISTING CONDUIT TO BE SLEEVED

UNDERNEATH BUILDING.

REFER TO MEP PLANS.

EX 18" CMP

TOP=774.30

EX 18" CMP

TOP=773.98

A/CA/C

FF=777.54

W W

O/E

TELE

O/E

EX LOCATION PER

WINDSTREAM MAP

PUBLIC ACCESS RD

( ASPHALT SURFACE)

EX GRAVEL DRIVE

BUILDINGEX

EX POWER POLE

HEIGHT = 28'

EX POWER POLE

HEIGHT = 28'

F/O

EX. GRAVEL

APPROX. LOCATION OF

EX. SEPTIC FIELD & TANK

UTILITY NOTES:

1. ALL PROPOSED UTILTIES SHALL BE PRIVATE, UNLESS NOTED OTHERWISE.

2. PROTECT ALL EXISTING UTILITIES NOT CALLED OUT FOR REMOVAL.

3. CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER FOR ALL ROUTING AND CONNECTIONS.

4. CONTRACTOR TO COORDINATE APPROVALS WITH COUNTY FOR ANY WORK WITHIN THE R.O.W.

PRIOR TO CONSTRUCTION.

5. CONTRACTOR TO REFER TO BUILDING AND MEP PLANS FOR BUILDING SERVICE CONNECTIONS.

DESCRIPTION:DATE:#

ISSUE:

100% CD

PROJECT:

DATE:

PROJECT NO.:

DAS #:

State of Iowa

Newton, Iowa Correctional Facility Iowa Prison Industries Warehouse

12/16/2022

0220983.00

DP-9239.00-.01-003

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

FIELD BOOK NO.:

L:\

\22

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C4 .1

ILI

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/12

/20

:50 P

GRAPHIC SCALE

030 15 30 60

UTILITY PLAN

C4.1

AutoCAD SHX Text

NW 1/4 NE 1/4 SEC 28-T79-R19

AutoCAD SHX Text

NW 1/4 NE 1/4 SEC 28-T79-R19

| lrunciman | L:\Land Projects 2022\220333 Newton Correctional Facility\dwg\C4.1 UTILITY.dwg | 12/12/2022 10:39 AM |lrunciman | L:\Land Projects 2022\220333 Newton Correctional Facility\dwg\C4.1 UTILITY.dwg | 12/12/2022 10:39 AM | | L:\Land Projects 2022\220333 Newton Correctional Facility\dwg\C4.1 UTILITY.dwg | 12/12/2022 10:39 AM |L:\Land Projects 2022\220333 Newton Correctional Facility\dwg\C4.1 UTILITY.dwg | 12/12/2022 10:39 AM | | 12/12/2022 10:39 AM |12/12/2022 10:39 AM | |

A3.1

2 3

18'-6" 23'-0" 18'-6"

11929 SF

WAREHOUSE

1 4

20'-0" 20'-0" 4'-0" 3'-4" 12'-8"

12'-8" 3'-4" 4'-0" 20'-0" 20'-0"

100-1

100-2

100-5

100-3

100-4

A4.1 _____5

A4.1

60'-0"

GENERAL NOTE:

FIRE EXTINGISHERS AND BRACKETS PROVIDED BY

OWNER. MAXIMUM TRAVEL DISTANCE SHALL BE 75 FEET.

EXACT LOCATION TO BE DETEMINED BY ARCHITECT

F.E.

2 3

18'-6" 23'-0" 18'-6"

60'-0"

9057 SF

WAREHOUSE

1 4

20'-0" 20'-0" 4'-0" 3'-4" 12'-8"

12'-8" 3'-4" 4'-0" 20'-0" 20'-0"

(M A

X C

O L

U M

N S

P A

A4.1

100-3

100-4

100-5

100-1

100-2

A3.1

A4.1

A4.1 _____ 5

A4.1

F.E.

GENERAL NOTE:

FIRE EXTINGISHERS AND BRACKETS PROVIDED

BY OWNER. MAXIMUM TRAVEL DISTANCE SHALL

BE 75 FEET. EXACT LOCATION TO BE DETEMINED

BY ARCHITECT

WEATHERSTRIPPING

- TYPICAL @ ALL JAMBS

INSUL. STEEL

SECTIONAL DOOR

- SEE DOOR SCHEDULE

PRE-FINISHED

METAL WALL PANEL

TRACK

ATTACH TRACK

BRACKETS TO WOOD

FRAMING/BLOCKING

PRE-FIN. METAL WRAP

@ DOOR OPENING

PRE-FIN. MTL. "J" TRIM

1 1/2" 7"

8 1/2"

PRE-FINISHED

METAL WALL PANEL

PRE-FINISHED

METAL FLASHING

PRE-FINISHED

METAL RAIN DRIP

EXTERIOR H.M.

DOOR & FRAME

- SEE DOOR SCHEDULE

CONTINUOUS

BLOCKING (TYPICAL)

(4) 2x12 HEADER

1 1/2" 7"

3/4"

B.O. HEADER

ELEV. 7'-2"

ALUM THRESHOLD - BELOW

PRE-FIN. METAL

WALL PANEL

DOUBLE 2x6 @ JAMBS

INSUL. EXT. HM DOOR

& FRAME - SEE DOOR

SCHEDULE

1 1/2" 7"

8 1/2"

3/4"

PRE-FIN. MTL. "J" TRIM

1/2" EXPANSION JOINT

EXT. HM DOOR &

FRAME - SEE DOOR

SCHEDULE

REINF. CONCRETE SLAB

OVER GRANULAR FILL

- SEE STRUCT. DWGS

REINF. CONC. STOOP

OVER VOID FORM

- SEE STRUCTURAL DWGS

ALUMINUM THRESHOLD

- SET IN MASTIC

REINF. CONCRETE

FOUNDATION

- SEE STRUCT. DWGS.

8 1/2"

3/4"

2"x2"x1/4" STEEL TUBE w/ 1/4" DIA. x4" ANCHOR

BOLT WELDED TO TUBE

WEATHERSTRIPPING

OVERHEAD DOOR

TRACK

INSUL. STEEL

SECTIONAL DOOR

PREFIN. METAL

DRIP FLASHING

PRE-FINISHED

METAL WALL PANEL

PRE-FIN. METAL WRAP

@ DOOR OPENING

BLOCKING TYPICAL

(4) 2x12 TRANSFER BEAMS

8 1/2"

1 1/2" 7"

B.O. HEADER

ELEV. 14'-0"

FACE OF METAL (BEYOND)

DOOR TRACK (TYP)

O.H. STEEL SECTIONAL

DOOR - SEE SCHEDULE

REINF. CONCRETE STOOP

- SEE STRUCT. DWGS.

REINF. CONCRETE SLAB

OVER GRANULAR FILL

- SEE STRUCT. DWGS.

REINF. CONCRETE

FOUNDATION WALL

- SEE STRUCT. DWGS.

3"Ø STD. STEEL GALV.

PIPE - w/ EMBED ANCHORS

8 1/2"

1/2" EXPANSION JOINT

7" x 7" PRE-FINISHED

METAL GUTTER

PRE-FINISHED METAL ROOF PANEL

PRE-ENGINEERED

WOOD TRUSS

2x ROOF PURLINS

FASCIA TRIM

4"x6" PRE-FINISHED

METAL DOWNSPOUT

PRE-FINISHED

METAL EVE TRIM

PRE-FINISHED

METAL WALL PANEL

WOOD COLUMN

PRE-FINISHED

METAL WALL PANEL

PRE-FININISHED METAL ROOF PANEL

PRE-ENGINEERED

WOOD TRUSS

- SEE ROOF

FRAMING PLAN

PRE-FINISHED

METAL RAKE TRIM

2x ROOF PURLINS

DATE:

DRAWN:

REVIEWED:

SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

M A1.1

FLOOR PLANS - BASE

BID AND ALTERNATE

No. 1, SCHEDULES &

DETAILS

0220983.00

Newton Correctional Facility Iowa Prison Industries Warehouse

State of Iowa DOC

Newton, Iowa

12/16/2022

100% CONSTRUCTION

DOCUMENTS

SCALE: 1/16" = 1'-0"

OVERALL FLOOR PLAN - ALTERNATE No. 1

DOOR SCHEDULE

NO. LEAFS

DOOR FRAME

DETAILS

(A1.1 U.N.O.) HARDWARE

SEE SPEC. NOTESWIDTH HEIGHT MATERIAL FINISH TYPE MATERIAL FINISH TYPE HEAD JAMB THRESHOLD

100-1 1 3' - 0" 7' - 0" IHM P F HM P

100-2 20' - 0" 14' - 0" - FF OHSD - FF

100-3 1 3' - 0" 7' - 0" IHM P F HM P

100-4 20' - 0" 14' - 0" - FF OHSD - FF

100-5 2 6' - 0" 7' - 0" IHM P F HM P

SCALE: 1/16" = 1'-0"

OVERALL FLOOR PLAN - BASE BID

NORTH

TRUE

0 8 16 32

NORTH

PLAN

SCALE: 1 1/2" = 1'-0"

SECTIONAL DOOR JAMB DETAIL

SCALE: 1 1/2" = 1'-0"

EXTERIOR H.M. DOOR HEAD DETAIL

SCALE: 1 1/2" = 1'-0"

EXT. HOLLOW METAL DOOR JAMB DETAIL

SCALE: 1 1/2" = 1'-0"

EXT. HOLLOW METAL DOOR & FRAME

THRESHOLD

SCALE: 1 1/2" = 1'-0"

O.H. SECTIONAL DOOR HEAD DETAIL

SCALE: 1 1/2" = 1'-0"

SECTIONAL DOOR SILL DETAIL

SCALE: 1 1/2" = 1'-0"

ROOF GUTTER DETAIL

SCALE: 1 1/2" = 1'-0"

ROOF RAKE DETAIL

A. ALL ROOF SURFACES TO SLOPE AT A MINIMUM 4" PER FOOT UNLESS OTHERWISE

NOTED OR SHOWN.

B. COORDINATE ALL ROOF PENETRATION REQUIREMENTS, INCLUDING THOSE THAT

MAY NOT BE SHOWN, WITH ROOFING CONTRACTOR, AND MECHANICAL,

ELECTRICAL, AND PLUMBING DRAWINGS.

C. ALL ROOF PENETRATIONS TO BE IN COMPLIANCE WITH MANUFACTURER AND

NRCA REQUIREMENTS.

D. ROOFING COMPONENTS MAY VARY DEPENDING ON ROOFING MANUFACTURER.

CONTRACTOR SHALL INSTALL A COMPLETE CODE COMPLIANT AND WARRANTIED

ROOFING SYSTEM BASED ON THE SPECIFIED ROOFING MANUFACTURERS

WRITTEN INSTRUCTIONS AND INSTALLATION GUIDELINES.

E. ONCE ROOF WORK BEGINS, THE CONTRACTOR IS ACCEPTING ALL CONDITIONS

AND WILL BE RESPONSIBLE FOR ALL DEMOLITION AND NEW WORK REQUIRED TO

PROVIDE A WATERTIGHT ROOF SYSTEM.

F. THE CONTRACTOR SHALL ENSURE THAT UPON COMPLETION OF ROOF WORK, ALL

GUTTERS, DOWNSPOUTS AND ROOF DRAINS ARE CLEAN AND CLEAR OF DEBRIS

TO PROVIDE AN UNOBSTRUCTED, FREE FLOW OF WATER.

ROOF GENERAL NOTES

A3.1

A4.1

10'-0" 10'-0"

A2.1

D.S.D.S.

PREFABRICATED

SMOKE / HEAT VENT

- SEE SPEC. (TYPICAL)

PRE-FINISHED METAL

ROOF PANEL

(TYPICAL)

7" x 7" PRE-FINISHED

METAL GUTTER

(TYPICAL)

10'-0" 10'-0"

10'-0" 10'-0" 4" x 6" PRE-FINISHED

METAL DOWNSPOUT

(TYPICAL)

10'-0" 10'-0"

A3.1

D.S. D.S.

D.S.

SMOKE HEAT VENT

(TYPICAL

4" / 1'-0" 4" / 1'-0"

PRE-FINISHED METAL

ROOF PANEL

7" x 7" PRE-FINISHED

METAL GUTTER

(TYPICAL)

A2.1

A4.1

PRE-FINISHED METAL WALL PANEL

2x GIRT (TYPICAL)

PRE-FINISHED METAL

ROOF PANEL (TYPICAL)

2x ROOF PURLINS (TYPICAL)

PREFABICATED SMOKE / HEAT VENT

- SEE SPEC.

4" 1'-0"

2x4 WOOD STUD FRAMING

(TYPICAL)

PRE-FINISHED METAL FLASHING

- ENTIRE PERIMETER

PRE-FINISHED METAL FLASHING

- ENTIRE PERIMETER

FABRICATED

CRICKET

B.O. TRUSS

ELEV. 18'-0"

PRE-ENGINEERED

WOOD TRUSS (TYPICAL)

DATE:

DRAWN:

REVIEWED:

SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

M A2.1

ROOF PLANS - BASE

BID & ALTERNATE

No. 1, AND DETAILS

0220983.00

Newton Correctional Facility Iowa Prison Industries Warehouse

State of Iowa DOC

Newton, Iowa

12/16/2022

100% CONSTRUCTION

DOCUMENTS

0 8 16 32

NORTH

PLAN

SCALE: 1/16" = 1'-0"

ROOF PLAN - ALTERNATE No. 1

SCALE: 1/16" = 1'-0"

ROOF PLAN - BASE BID 0 8 16 32

NORTH

PLAN

SCALE: 1/2" = 1'-0"

PREFABRICATED SMOKE / HEAT VENT SECTION

MAIN FLOOR

0'-0"

B.O. TRUSS

18'-0"

A4.1 _____4

A4.1

B.O. FOOTING

-3'-6"

T.O. O.H. DOOR

14'-0"

T.O. H.M. FRAME

7'-2"

PRE-FINISHED METAL

WALL PANEL

CONCRETE STEM WALL

- SEE STRUCT. DWGS.

20'-0" W x 14'-0" H OVERHEAD

SECTIONAL DOOR - SEE SCHEDULE

PRE-FINISHED METAL ROOF PANEL

7" x 7" PRE-FINISHED

METAL GUTTER

4" x 6" PRE-FINISHED

METAL DOWNSPOUT

HOLLOW METAL DOOR

& FRAME - SEE SCHEDULE

PREFABRICATED

SMOKE / HEAT VENT

- SEE SPEC. (TYPICAL)

4" 1'-0"

1'-0"

100-2100-1

MAIN FLOOR

0'-0"

B.O. TRUSS

18'-0"

A4.1 _____ 3

A4.1

B.O. FOOTING

-3'-6"

T.O. O.H. DOOR

14'-0"

T.O. H.M. FRAME

7'-2"

A2.1

PRE-FINISHED METAL

WALL PANEL

CONCRETE STEM WALL

- SEE STRUCT. DWGS.

PRE-FINISHED METAL

ROOF PANEL

7" x 7" PRE-FINISHED

METAL GUTTER

4" x 6" PRE-FINISHED

METAL DOWNSPOUT

SMOKE HEAT VENT

(TYPICAL)

100-5

MAIN FLOOR

0'-0"

B.O. TRUSS

18'-0"

A4.1 _____ 4

A4.1

B.O. FOOTING

-3'-6"

T.O. O.H. DOOR

14'-0"

T.O. H.M. FRAME

7'-2"

PRE-FINISHED METAL

WALL PANEL

CONCRETE STEM WALL

- SEE STRUCT. DWGS.

20'-0" W x 14'-0" H OVERHEAD

SECTIONAL DOOR - SEE SCHEDULE

PRE-FINISHED METAL

ROOF PANEL

7" x 7" PRE-FINISHED

METAL GUTTER

4" x 6" PRE-FINISHED METAL

DOWNSPOUT (TYPICAL)

HOLLOW METAL DOOR

& FRAME - SEE SCHEDULE

PREFABRICATED

SMOKE / HEAT VENT

- SEE SPEC. (TYPICAL)

1'-0"

4" 1'-0"

100-3 100-4

MAIN FLOOR

0'-0"

B.O. TRUSS

18'-0"

A4.1 _____3

A4.1

B.O. FOOTING

-3'-6"

T.O. O.H. DOOR

14'-0"

T.O. H.M. FRAME

7'-2"

A2.1

PRE-FINISHED METAL

WALL PANEL

CONCRETE STEM WALL

- SEE STRUCT. DWGS.

PRE-FINISHED METAL

ROOF PANEL

7" x 7" PRE-FINISHED

METAL GUTTER

4" x 6" PRE-FINISHED

METAL DOWNSPOUT

PREFABRICATED SMOKE / HEAT

VENT - SEE SPEC. (TYPICAL)

PRE-FINISHED METAL

WALL PANEL

CONCRETE STEM WALL

- SEE STRUCT. DWGS.

PRE-FINISHED METAL

ROOF PANEL

7" x 7" PRE-FINISHED

METAL GUTTER

4" x 6" PRE-FINISHED

METAL DOWNSPOUT

HOLLOW METAL DOOR & FRAME

- SEE SCHEDULE

PREFABRICATED SMOKE / HEAT

VENT - SEE SPEC. (TYPICAL)

100-5

PRE-FINISHED METAL

WALL PANEL

CONCRETE STEM WALL

- SEE STRUCT. DWGS.

PRE-FINISHED METAL

ROOF PANEL

7" x 7" PRE-FINISHED

METAL GUTTER

4" x 6" PRE-FINISHED

METAL DOWNSPOUT

PREFABRICATED SMOKE / HEAT

VENT - SEE SPEC. (TYPICAL)

DATE:

DRAWN:

REVIEWED:

SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

M A3.1

EXTERIOR

ELEVATIONS

0220983.00

Newton Correctional Facility Iowa Prison Industries Warehouse

State of Iowa DOC

Newton, Iowa

12/16/2022

100% CONSTRUCTION

DOCUMENTS

SCALE: 1/16" = 1'-0"

BASE BID AND ALTERNATE No. 1 - NORTH ELEVATION

SCALE: 1/16" = 1'-0"

ALTERNATE No. 1 - EAST ELEVATION

SCALE: 1/16" = 1'-0"

BASE BID AND ALTERNATE No. 1 - SOUTH ELEVATION

SCALE: 1/16" = 1'-0"

ALTERNATE No. 1 - WEST ELEVATION

SCALE: 1/16" = 1'-0"

BASE BID - EAST ELEVATION

SCALE: 1/16" = 1'-0"

BASE BID - WEST ELEVATION

MAIN FLOOR

0'-0"

B.O. TRUSS

18'-0"

B.O. FOOTING

-3'-6"

PRE-FINISHED METAL WALL PANEL

WOOD COLUMN

7" x 7" PRE-FINISHED

METAL GUTTER

PRE-FINISHED METAL ROOF PANEL

WOOD TRUSS

CONCRETE STEM WALL

- SEE STRUCT. DWGS.

PACKED DIRT FLOOR SURFACE

CONCRETE TRENCH FOOTING

- SEE STRUCT. DWGS.

2x TREATED SKIRT BOARD

2x GIRT (TYPICAL)

2x ROOF PURLINS (TYPICAL)

A4.1

1'-0"

FASCIA TRIM

A1.1

MAIN FLOOR

0'-0"

B.O. FOOTING

-3'-6"

T.O. O.H. DOOR

14'-0"

20'-0" W x 14'-0" H

OVERHEAD SECTIONAL DOOR

CONCRETE STOOP

- SEE STRUCT. DWGS.

PACKED DIRT FLOOR SURFACE

PRE-FINISHED METAL WALL PANEL

2X WOOD FRAMING

WOOD COLUMN

PRE-FINISHED METAL ROOF PANEL

WOOD PURLINS

2x GIRT (TYPICAL)

(4)2x12 MICRO-LAM. BEAMS TYP.

FASCIA TRIM

A1.1

WOOD TRUSS

CONCRETE TRENCH FOOTING

- SEE STRUCT. DWGS.

MAIN FLOOR

0'-0"

B.O. TRUSS

18'-0"

B.O. FOOTING

-3'-6"

T.O. H.M. FRAME

7'-2"

HOLLOW METAL DOOR &

FRAME - SEE SCHEDULE

1'-0"

A1.1

PRE-FINISHED METAL WALL PANEL

WOOD COLUMN

7" x 7" PRE-FINISHED

METAL GUTTER

PRE-FINISHED METAL ROOF PANEL

WOOD TRUSS

CONCRETE TRENCH FOOTING

- SEE STRUCT. DWGS.

2x GIRT (TYPICAL)

2x ROOF PURLINS (TYPICAL)

FASCIA TRIM

A1.1

PACKED DIRT

FLOOR SURFACE

(4)2x12 MICRO-LAM. BEAMS TYP.

CONCRETE STOOP

- SEE STRUCT. DWGS.

MAIN FLOOR

0'-0"

B.O. FOOTING

-3'-6"

A1.1

A4.1

PRE-FINISHED METAL WALL PANEL

WOOD COLUMN

CONCRETE STEM WALL

- SEE STRUCT. DWGS.

2x TREATED SKIRT BOARD

2x GIRT (TYPICAL)

PACKED DIRT FLOOR SURFACE

PRE-FINISHED METAL ROOF PANEL

WOOD PURLINS

WOOD TRUSS

FASCIA TRIM

CONCRETE TRENCH FOOTING

- SEE STRUCT. DWGS.

MAIN FLOOR

0'-0"

B.O. TRUSS

18'-0"

2 31 4

60'-0"

C L E

A R

20'-0"

A4.1

B.O. FOOTING

-3'-6"

T.O. O.H. DOOR

14'-0"

T.O. H.M. FRAME

7'-2"

1'-0"

MAIN FLOOR

0'-0"

B.O. FOOTING

-3'-6"

CONCRETE STEM WALL

- SEE STRUCT. DWGS.

2x TREATED SKIRT BOARD

PACKED DIRT

FLOOR SURFACE

CONCRETE TRENCH FOOTING

- SEE STRUCT. DWGS.

PRE-FINISHED METAL

WALL PANEL

WOOD COLUMN

"J" ANCHOR BOLT

- SEE STRUCTURAL DWGS.

DATE:

DRAWN:

REVIEWED:

SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

M A4.1

SECTIONS

0220983.00

Newton Correctional Facility Iowa Prison Industries Warehouse

State of Iowa DOC

Newton, Iowa

12/16/2022

100% CONSTRUCTION

DOCUMENTS

SCALE: 1/2" = 1'-0"

WALL SECTION @ EAVE SIDE

SCALE: 1/2" = 1'-0"

TYPICAL WALL SECTION

SCALE: 1/2" = 1'-0"

TYPICAL WALL SECTION

SCALE: 1/2" = 1'-0"

TYPICAL WALL SECTION

SCALE: 1/8" = 1'-0"

TYPICAL BUILDING SECTION - EAST/WEST

SCALE: 1" = 1'-0"

CONCRETE STEM WALL

A4.1

A2.1

WOOD TRUSSES

(TYPICAL)

(2)x 2x6 WOOD

FRAMING (TYPICAL)

WOOD TRUSS

(TYPICAL)

A. CEILING MOUNTED LIGHT FIXTURES ARE SHOWN FOR COORDINATION

PURPOSES. EXIT SIGNAGE, SPRINKLER HEADS, SMOKE DETECTORS AND OTHER

DEVICES ARE NOT SHOWN. ALL CEILING MOUNTED DEVICES SHALL BE

CENTERED BETWEEN TRUSSES. COORDINATE WITH MECHANICAL AND

ELECTRICAL DRAWINGS FOR DEVICES NOT SHOWN. CONTRACTOR TO REVIEW

CEILING LAYOUT AND NOTIFY DESIGN PROFESSIONAL OF ANY CONFLICTS

BEFORE PROCEEDING WITH CONSTRUCTION.

REFLECTED CEILING PLAN GENERAL NOTES

SMOKE/HEAT VENT

REFLECTED CEILING PLAN LEGEND

LIGHT FIXTURE

A4.1

WOOD TRUSS

(TYPICAL)

(2)x 2x6 WOOD

FRAMING (TYPICAL)

A2.1

DATE:

DRAWN:

REVIEWED:

SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

M A5.1

REFLECTED CEILING

PLAN - BASE BID &

ALTERNATE No. 1

0220983.00

Newton Correctional Facility Iowa Prison Industries Warehouse

State of Iowa DOC

Newton, Iowa

12/16/2022

100% CONSTRUCTION

DOCUMENTS

0 8 16 32

NORTH

PLAN

SCALE: 1/16" = 1'-0"

REFLECTED CEILING PLAN - ALTERNATE No. 1

SCALE: 1/16" = 1'-0"

REFLECTED CEILING PLAN - BASE BID 0 8 16 32

NORTH

PLAN

DATE:

DRAWN:

REVIEWED:

SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

:5 :0

M S0.1

STRUCTURAL NOTES

MAW

NTK

0220983.00

Newton Correctional Facility Iowa Prison Industries Warehouse

Owner

Newton, Iowa

12/16/2022

SMH

LAM LAMINATED

KO KNOCK OUT XX-STRONG DOUBLE EXTRA STRONG

JST JOIST X-STRONG EXTRA STRONG

JT JOINT X-BRACING CROSS BRACING

INT INTERIOR WP WORKING POINT

INSUL INSULATION WD WOOD

IF INSIDE FACE W/ WITH

ID INSIDE DIAMETER WWR WELDED WIRE REINF

IN INCH VERT VERTICAL

HORIZ HORIZONTAL VIF VERIFY IN FILED

HPC HIGH-PERFORMANCE COATING UNO UNLESS NOTED OTHERWISE

HT HEIGHT TYP TYPICAL

HD HEADED TRANS TRANSVERSE

GYP BD GYPSUM BOARD T & G TONGUE & GROVE

GYP GYPSUM THRU THROUGH

GALV GALVANIZED TEMP TEMPERATURE

GA GAGE OR GAUGE STRUCT STRUCTURAL

FRMG FRAMING STIFF STIFFENER

FDN or FOUND FOUNDATION STL STEEL

FTG FOOTING STD STANDARD

FT FOOT SQ SQUARE

FLR FLOOR SPECS SPECIFICATIONS

FIN FINISH SPA SPACE

FV FIELD VERIFY SIM SIMILAR

FS FAR SIDE SSLT SHORT SLOTTED HOLE

EXT EXTERIOR SLBB SHORT LEG BACK-TO-BACK

EXP EXPANSION SHT SHEET

(E) or EXISTG EXISTING SHTHG SHEATHING

ERECT ERECTION SECT SECTION

EQ EQUAL SCHED SCHEDULE

EOR ENGINEER OF RECORD REV REVISION

EMBED EMBEDMENT RTN RETURN

ELEV ELEVATOR REQD REQUIRED

EL ELEVATION REINF REINFORCING

ELECT ELECTRICAL RXN REACTION

EF EACH FACE RAD or R RADIUS

EA EACH PRELIM PRELIMINARY

DWG DRAWING PREFAB PREFABRICATED

DBL DOUBLE PDF POWER DRIVEN FASTENER

DIM DIMENSION PSF POUNDS PER SQ.FT.

ø DIAMETER PSI POUNDS PER SQ. INCH

DIAG DIAGONAL # OR LB POUND

DTL DETAIL PLYWD PLYWOOD

° DEGREE PL PLATE

DEFL DEFLECTION PERP PERPENDICULAR

CW CURTAIN WALL d PENNY

CONTR CONTRACTOR PARL PARALLEL

CONT CONTINUOUS OF OUTSIDE FACE

CONST CONSTRUCTION OD OUTSIDE DIA.

CONN CONNECTION OPP OPPOSITE

CMU CONCRETE MASONRY UNIT OPNG OPENING

CONC CONCRETE OC ON CENTER

COMP COMPOSITE # or NO NUMBER

COL COLUMN NTS NOT TO SCALE

CFMF COLD-FORMED METAL FRAMING NIC NOT IN CONTRACT

CLR CLEAR NOM NOMINAL

CL CENTERLINE NS NEAR SIDE

CNTR CENTER MISC MISCELLANEOUS

CIP CAST-IN-PLACE MIN MINIMUM

BLDG BUILDING MTL METAL

BOT BOTTOM MECH MECHANICAL

BD BOARD MAX MAXIMUM

BLKG BLOCKING MAT MATERIAL

BTWN BETWEEN MAS MASONRY

BRG BEARING MFR MANUFACTURER

BM BEAM LONGIT LONGITUDINAL

@ AT LLV LONG LEG VERT

ARCH ARCHITECTURAL LLH LONG LEG HORIZ

APPROX APPROXIMATE LLBB LONG LEG BACK-TO-BACK

ANCH ANCHOR LDV LONG DIM VERT

ALUM ALUMINUM LDH LONG DIM HORIZ

ALT ALTERNATE LOC LOCATION

ADDED ADDITIONAL LT GA LIGHT GAGE

KPFF ABBREVIATIONS

DESIGN CRITERIA

D1) Codes:

International Building Code, 2015 American Concrete Institute 318-14 American Institute of Steel Construction Specification for Structural Steel Buildings 360-10 American Society of Civil Engineers / Structural Engineering Institute ASCE/SEI 7-10 American Wood Council National Design Specification 2015

D2) Lateral loads:

Wind: Ultimate design wind speed: 115 mph Risk category: I Wind exposure: B Interior pressure coefficient (+/-): GCpi= 0.55 Wall component wind pressure: ASCE/SEI 7-10

Seismic: Design Category: B Risk category: II Importance factor: Ie=1.00 Mapped spectral response acceleration:

Ss=0.064 S1=0.054

Site class: D Spectral response coefficients: Sds=0.068

Sd1=0.087 Basic seismic-force-resisting system: Light frame wood walls sheathed with wood structural panels rated for shear resistance

Design base shear: V=4.8 Response coefficient: Cs=0.0108 Response modification factors: R=6.5 Analysis procedure used: Equivalent Lateral Force Analysis

D3) Live loads:

Snow load:

Ground snow load: 30 psf Flat-roof snow load (minimum): Pf=24 psf Snow exposure factor: Ce=1.0 Thermal factor: Ct=1.0 Snow importance factor: Is=1.00 Snow drift load: ASCE/SEI 7-10 Roof load (minimum): 20 psf

D4) Net allowable soil bearing pressures: (To be field verified by Testing Agency.)

Footings: 1500 psf

D5) Concrete strengths - Minimum 28 day f 'c (145 pcf density unless noted otherwise)

Typical-unless noted otherwise: 4000 psi Footings: 3000 psi Curbs: 4500 psi Slabs on grade: 4500 psi

D6) Reinforcing steel shall be high strength new billet steel conforming to the following:

Deformed bars: ASTM A615, Gr. 60 (unless otherwise noted)

D7) Structural steel:

Pipe: ASTM A53, Gr. B

D8) Wood framing:

a) By Pre-Engineered Wood Building Supplier

SPECIAL INSPECTION REQUIREMENTS

SR1) The following types of work require special inspection based on section 1705 of the 2015 International Building Code. See Specification section 014500 for specific requirements. The owner will employ special inspectors who shall provide special inspections during:

a) Earth Work

b) Cast-in-place Concrete.

GENERAL NOTES

G1) Establish and verify all openings and inserts for mechanical, electrical, and plumbing with appropriate trade contractors. Opening sizes and locations shown for ducts, pipes, inserts, etc., when shown are for general information only and shall be verified prior to forming.

G2) Field verify all existing dimensions, member sizes, and elevations shown on the drawings. All discrepancies shall be immediately brought to the attention of the architect.

G3) Before submitting a proposal for this work, each bidder shall visit the premises and acquaint themselves fully with the existing conditions, temporary construction required, quantities and types of equipment, etc. The bid shall include all sums required to do the work within the existing conditions. Disruption of normal activities in the work area must be kept to a minimum.

G4) Shop drawings prepared by suppliers, subcontractors, etc. shall be reviewed and coordinated prior to submitting to the architect. Each shop drawing submitted shall be stamped, initialed, and dated as being reviewed by the construction manager/general contractor.

G5) Shop drawings prepared by the subcontractors, suppliers, etc. shall be reviewed by the architect for conformance with design concept only. Review by the architect shall not begin without the prior coordination and review by the construction manager/general contractor. Work shall not begin without the review by the architect.

G6) Details and notes on the structural drawings are intended to be typical for similar situations elsewhere. Verify all dimensions with the architectural drawings. Do not scale drawings; use dimensions provided only.

G7) Options are for the contractor's convenience. The contractor shall be responsible for all changes necessary if they choose an option and shall coordinate all details. The cost of additional design work necessitated by selection of an option shall be borne by the contractor.

G8) The cost of additional design work due to errors or omissions in construction shall be borne by the contractor.

G9) Any engineering design provided by…

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