RFB923902-01 NCF IPI HFI Phase II - Drawings.pdf

PDF 17 MB Posted Aug 4, 2025

Attached to: DOC NCF IPI Homes For Iowa – Phase II
Solicitation number: RFB923902-01
Issued by: Jasper County, Iowa

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GROUP

G R

O U

DATE:

LOCATION MAP OWNER-PROVIDED INFORMATION

IMAGE © < COPYRIGHT NOTICE >

14225 University Avenue, Suite 110 - Waukee, Iowa 50263 - Phone: (515) 225-3469 / info@f-w.com

ARCHITECT

DRAWING LIST

PROFESSIONAL REGISTRATIONS

PROJECT NO.:

DAS PROJECT NO.: 9239.02 & 9239.03

DAS RFB923902-01

PROJECT IMAGE

CONSULTANTS

:2 :2

Newton Correctional Facility Iowa Prison Industries Phase II

State of Iowa

Newton, Iowa

07/18/2025

S ta te o f Io w a

100% BID 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 P h a s e I

O C

U M

E N

T S

07/18/2025

02401959.001

1. 24' W x 50' L (28' W w/ EAVES)

2. EACH COMPLETED HOUSE WEIGHS APPROXIMATELY 53,000 POUNDS.

• APPROXIMATE WEIGHT OF HOUSE AND TRANSPORT TRAILER IS 90,000 POUNDS.

3. PROJECT HOUSE BUILD HEIGHT IS 14'-9" TO PEAK OF ROOF

• PROJECT HOUSE SUPPORTS PILLARSD ADD 30" TO 36" TO OVERALL HEIGHT DURING BUILD.

• PROJECT HOUSE WHEN LOADED ON 15" HIGH TRAILER EQUALS 16'-7" OVERALL HEIGHT.

GENERAL

CO COVER

CIVIL

C0.1 CIVIL COVER SHEET

C1.1 EX. CONDITIONS & DEMO

C1.2 EX. CONDITIONS & DEMO

C1.3 PROJECT LIMITS SHEET

C2.1 LAYOUT PLAN

C2.2 LAYOUT PLAN

C3.1 GRADING PLAN

C3.2 GRADING PLAN

C4.1 UTILITY PLAN

C4.2 UTILITY PLAN

C5.1 SEEDING PLAN

C6.1 DETAILS SHEET

C7.1 EROSION CONTROL SHEET

C7.2 EROSION CONTROL SHEET

ARCHITECTURAL SITE

AC1.0 OVERALL ARCHITECTURAL SITE PLAN

AC1.1 ENLARGED ARCHITECTURAL SITE PLAN & DETAILS

AC2.1 TYPICAL PERIMETER FENCE SECTION & SWINGING GATE

ELEVATIONS

AC2.2 AUTOMATIC CANTILEVER GATE DETAILS

AC2.3 MISCELLANEOUS CANTILEVER GATE & FENCE ASSEMBLY

DETAILS

ARCHITECTURAL

A0.1 GENERAL INFORMATION

A1.1 OVERALL FLOOR PLAN - BASE BID

A1.2 OVERALL FLOOR PLAN - ALTERNATE No.1

A2.1 ROOF PLAN - BASE BID

A2.2 ROOF PLAN - ALTERNATE No. 1

A2.3 ROOF DETAILS

A3.1 EXTERIOR ELEVATIONS

A4.1 BUILDING SECTIONS

A5.1 WALL SECTIONS

A5.2 WALL SECTIONS

A7.1 PARTITION TYPES

A7.2 DOOR SCHEDULE, ELEVATIONS AND DETAILS

A7.3 DOOR DETAILS

A8.1 INTERIOR ELEVATIONS AND ENLARGED PLANS

A9.1 OVERALL REFLECTED CEILING PLAN - BASE BID

A9.2 OVERALL REFLECTED CEILING PLAN - ALTERNATE No. 1

STRUCTURAL

S0.1 STRUCTURAL NOTES

S1.1 FOUNDATION PLAN

S1.2 FOUNDATION PLAN - ALTERNATE NO. 1

S5.1 STRUCTURAL DETAILS

MECHANICAL

M1.1 MECHANICAL SITE PLAN

M2.1 FLOOR PLAN - UNDERFLOOR

M3.1 FLOOR PLAN - PLUMBING / PIPING

M3.1A FLOOR PLAN - ALTERNATE NO.1 - PLUMBING / PIPING

M4.1 FLOOR PLAN - SHEET METAL

M4.1A FLOOR PLAN - ALTERNATE NO.1 - SHEET METAL

M5.1 FLOOR PLAN - FIRE PROTECTION

M5.1A FLOOR PLAN - ALTERNATE NO. 1 - FIRE PROTECTION

M6.1 MECHANICAL DETAILS

M7.1 MECHANICAL SCHEDULES

ELECTRICAL

E1.1 SITE PLAN - ELECTRICAL

E1.2 SITE PART PLAN - ELECTRICAL

E1.3 SITE PART PLAN - ELECTRICAL

E1.4 SALLY PORT PART PLAN - ELECTRICAL

E1.5 OVERALL SITE PLAN - ELECTRICAL

E2.1 FLOOR PLAN - LIGHTING

E2.1A FLOOR PLAN - ALTERNATE NO.1 - LIGHTING

E3.1 FLOOR PLAN - POWER

E3.1A FLOOR PLAN - ALTERNATE NO.1 - POWER

E4.1 FLOOR PLAN - SPECIAL SYSTEMS

E4.1A FLOOR PLAN - ALTERNATE NO.1 - SPECIAL SYSTEMS

E5.1 ELECTRICAL DETAILS

E6.1 ELECTRICAL SCHEDULES

E6.2 ELECTRICAL PANEL SCHEDULES

E6.3 ELECTRICAL PANEL SCHEDULES

NATHAN T.

KRESS

21136

E N

S E

D P

OFESS 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:

CRAIG M.

PHILLIPS

P14060

E N

S E

D P

OFESS 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:

SETH V.

SUNDERMAN

23468

E N

S E

D P

OFESS 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:

NATHAN A.

EMSICK

P19949

E N

S E

D P

OFESS IONA

L E

N G

I N E

E R

* IO W A *

NATHAN A. EMSICK, 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 Homes for Iowa S 60th Avenue West Newton, Iowa 50208

Newton Correctional Facility 307 S 60th Avenue West Newton, IA 50208

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

TWIN RIVERS ENGINEERING

1000 ILLINOIS STREET, SUITE A

DES MOINES, IOWA 50314

P: 515/288.3679

IPI PROJECT HOUSE INFORMATION:

SITE MANEUVERING REQUIREMENTS:

1. MINIMUM 125 FT CLEAR AND LEVEL IN FRONT OF BUILDING.

SOUTH SITE

NORTH SITE

NEWTON CORRECTIONAL FACILITY IOWA PRISON INDUSTRIES

PHASE II DESIGN

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 &1.2 EXISTING CONDITIONS & DEMO PLAN

C2.0 PROJECT LIMITS SHEET

C2.1 & 2.2 LAYOUT PLAN

C3.1 & 3.2 GRADING & UTILITY PLAN

C4.1 & 4.2 UTILITY PLAN

C5.1 SEEDING PLAN

C6.1 DETAILS SHEET

C7.1 & 7.2 EROSION CONTROL SHEETS

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:

PROJECT:

DATE:

PROJECT NO.:

State of Iowa

Newton Correctional Facility Iowa Prison Industries Phase II

07/18/2025

02401959.001

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

DAS NO.:

L:\

\23

-1

W G\

C0 C

.D W

G 7/1

7/2

5 1 1:5

0:4 3 A

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

UTILITY MAPS PROVIDED BY:

1. ELECTRIC (ALLIANT ENERGY / 800-255-4268)

2. STORM AND SANITARY (REF. SNYDER & ASSOC. PLANS)

3. FIBER OPTIC (WINDSTREAM COMM / 800-289-1901)

4. GAS (IOWA REGIONAL UTILITY ASSOC. / 641-792-7011)5

5. WATER (BLACK HILLS ENERGY / 515-343-2037)

F/O

C0.1 - C7.2

GEOTECHNICAL REPORT:

1. REFERENCE ALLENDER BUTZKE ENGINEERS INC. SOILS REPORT (PROJECT NO. 251210) FOR ADDITIONAL SOILS INFORMATION

INCLUDING BUT NOT LIMITED TO SUBGRADE INFORMATION, FOOTING DESIGN, AND ANY POSSIBLE OVER EXCAVATION DUE TO POOR SOILS. PAVEMENT SECTIONS ON THE PLANS GOVERN OVER PAVEMENT THICKNESS IN THE SOILS REPORT.

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

3. 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.

UTILITY NOTES:

1. QUANTITY CALLOUTS ON PIPE LENGTHS ARE APPROXIMATE AND SHOULD BE USED FOR REFERENCE ONLY.

2. THE CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL UTILITIES, INCLUDING DEPTH AND LOCATION OF ALL SERVICES.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND ALL COSTS ASSOCIATED WITH AS-BUILT TOPO OF DETENTION POND & DETENTION POND

STORM SEWER. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING BISHOP ENGINEERING (AT 515-276-0467) TO PERFORM SAID AS-BUILT SURVEY. IF DETENTION PONDS HAVE BEEN GRADED INCORRECTLY, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBSEQUENT AS-BUILT TOPO SURVEYS UNTIL ISSUES

HAVE BEEN RECTIFIED.

4. THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING AND PROPOSED UTILITIES TO PROPOSED GRADES. EXISTING UTILITIES SHALL BE RAISED OR LOWERED IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARY ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL

TO CONSTRUCTION.

5. ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, OR CONNECTED TO PUBLIC OR PRIVATE STORM SEWER

TO REMAIN IN SERVICE.

6. ALL PROPOSED RCP STORM SEWER PIPE JOINTS SHALL BE FABRIC WRAPPED AND THE LAST 3 PIPE SECTIONS ON THE APRON SHALL BE TIED WITH RF-14 TYPE II

CONNECTORS. ALL APRONS SHALL HAVE A STANDARD FOOTING AND TRASH GUARD.

7. ALL RIP RAP CALLED OUT ON PLANS SHALL BE UNDERLAIN WITH ENGINEERING FABRIC.

8. SANITARY SEWER SERVICE CONNECTIONS SHALL BE PLACED AT A SLOPE OF NO LESS THAN 2%. SERVICES SHALL MAINTAIN 18" OF VERTICAL SEPARATION FROM

THE WATERMAIN WITH 18" OF COMPACTED LOW PERMEABILITY SOIL BETWEEN THE UTILITIES WITHIN 10' OF THE CROSSING.

9. MANDREL AND PRESSURE TESTS SHALL BE REQUIRED FOR ALL PROPOSED SANITARY LINES. TELEVISING OF THE SANITARY SEWER SYSTEM SHALL BE

COMPLETED PRIOR TO PAVING UNLESS OTHERWISE APPROVED BY JURISDICTION.

PAVING NOTES:

1. THE PAVING/ GRADING CONTRACTOR SHALL BACKFILL THE PAVING SLAB AND FINE GRADE THE RIGHT OF WAY AS SOON AFTER THE PAVING AS POSSIBLE. ALL AREAS SHALL BE

SEEDED IN ACCORDANCE WITH CITY OF NEWTON STANDARD SPECIFICATIONS AND THE CURRENT VERSION OF SUDAS.

2. SUBGRADE PREPARATION AND PAVEMENTS WILL BE CONSTRUCTED FOLLOWING RECOMMENDATIONS IN THE SOILS REPORT. APPROVED SOILS ENGINEER MUST SIGN OFF ON

SUBASE PRIOR TO ANY PAVEMENT BEING PLACED.

3. SEE DETAILS FOR ALL PAVEMENT THICKNESS.

4. ALL PEDESTRIAN WALKWAYS THAT UNLOAD INTO A VEHICLES TRAVELED PATH MUST HAVE A.D.A. DETECTABLE WARNING PLANEL(S) AS PER A.D.A. REGULATIONS. PANEL TYPE

& COLOR SHALL BE PER CITY STANDARD.

5. ALL WALKS, PARKING LOTS, HANDICAP PARKING, RAMPS, ETC. SHALL COMPLY WITH ALL A.D.A. AND CITY CODES. HANDICAP PARKING SIGNAGE IS REQUIRED FOR ALL

HANDICAP STALLS AND SHALL BE CONSIDERED INCIDENTAL. IN EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE A.D.A./CITY CODES THE A.D.A./CITY CODES SHALL

GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING A.D.A. CODES ARE MET.

C0.1

COVER SHEET

BISHOP

LCR

SPECIAL NOTES:

ALL INFORMATION PROVIDED IN THESE DOCUMENTS CONCERNING ANY WORK

DIRECTLY ASSOCIATED WITH THE COMPLETE INSTALLATION OF THE CHAIN

LINK SECURITY FENCE AND SALLY PORT IS FOR INFORMATION ONLY AND IS

NOT INCLUDED IN THIS CONTRACT.

100% BID DOCUMENTS

DAS NO.: 9239.02 & 9239.03

EX 18" CMP

TOP=773.98

A/CA/C

FF=777.54

X X

O/E

TELE

O/E

EX LOCATION PER

WINDSTREAM MAP

PUBLIC ACCESS RD

( ASPHALT SURFACE)

EX GATE

EX BARBWIRE FENCE

EX GRAVEL DRIVE

BUILDINGEX

EX POWER POLE

HEIGHT = 28'

EX POWER POLE

HEIGHT = 28'

EX POWER POLE

HEIGHT = 28'

F/O

EX. GRAVEL

APPROX. LOCATION OF

EX. SEPTIC FIELD & TANK

F/ O

EX. 9,000 SF

WAREHOUSE

FF =775.00

7 78

780 78

U/E

U/E U/E

U/E

OVERHEAD ELEC ℄

F/O

F/O F/O

U/E

F/O

F/ O

W W W W

APPROX. LOCATION OF

WATER SERVICE LINE

PER OWNER DESCRIPTION

G G

G G G G G

75' OVERHEAD ELEC ℄ SETBACK

PROTECT EX POWER POLE

PROTECT EX UTILITIES &

STRUCTURES

CONTRACTOR TO NOT GRADE

IN EX SEPTIC FIELD

CONTRACTOR TO VERIFY LOCATION & DEPTH

OF SEPTIC TANK

PRIOR TO CONSTRUCTION

PROTECT EX WATERMAIN

PROTECT EX

POWER POLES

PROTECT EX

BUILDING & GRAVEL

PROTECT EX WATER

SERVICE LINE

CONTRACTOR VERIFY

DEPTH & LOCATION

PRIOR TO CONSTRUCTION

PROTECT EX WATERMAIN

PROTECT EX GAS LINE

PROTECT EX BUILDING

PROTECT EX GAS LINE

DESCRIPTION:DATE:#

ISSUE:

100% Bid Documents 07/18/2025

PROJECT:

DATE:

PROJECT NO.:

State of Iowa

Newton Correctional Facility Iowa Prison Industries Phase II

07/18/2025

02401959.001

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

DAS NO.:

GRAPHIC SCALE

030 15 30 60

L:\

\23

-1

W G\

C1 .1

. C

S& D

7/1 7/2

5 1

0:0 1:4

8 A M

NORTH SITE

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.

5. CONTRACTOR TO COORDINATE WITH OWNER FOR

SALVAGING & STORING MATERIALS AT A LOCATION

DESIGNATED BY THE OWNER.

6. 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.

7. CONTRACTOR TO RE-GRAVEL SURROUNDING SURFACE

ONCE CONSTRUCTION IS COMPLETE.

C1.1

EX. CONDITIONS &

DEMO

BISHOP

LCR

"O/E

O/E

SAN 8"

SAN

O/E O/E

O/E

W W

W G

G G

EX SAN MH

RIM=782.32

INV(E)=769.57

FOEM

ELEC

EX SAN MH

RIM=798.37

INV(E)=787.65

INV(W)=787.52

EX SAN MH

RIM=804.70

INV(SE)=796.65

INV(NW)=796.50

EX 6" CPP

FL=793.37

EX 6" CPP

FL=792.08

Y A DR

10" PINE

8" PINE

12" PINE

10" PINE

6" PINE

14" PINE

20" PINE

CLUSTER" ELM

14" PINE

24" PINE

8" PINE

20" PINE

10" PINE

6" PINE

12" PINE

14" PINE

12" PINE

18" PINE

16" PINE

EX 36" CMP FES

FL=780.65

EX 36" CMP FES

FL=780.21

O/E

O/EU/E

U/E

EX ACCESS GATE

EX STOP SIGN

EX 4' CHAIN LINK FENCE

EX BASEBALL DIAMOND (SAND)

EX UNDERGROUND WATER SIGN

EX "NO UNAUTHORIZED PERSONEL"

SIGN O/E

O/E

SAN 6"

EX DIRECTIONAL SIGN

W W

TELE

N 6"

G G

U/ E

U/E

TELE

O/E

APPROX. LOCATION PER

SNYDER & ASSOCIATES

SEWER LINE & LIFT STATION PLANS

APPROX. LOCATION PER

SNYDER & ASSOCIATES

SEWER LINE & LIFT STATION PLANS

APPROX. LOCATION PER

SNYDER & ASSOCIATES

SEWER LINE & LIFT STATION PLANS

APPROX. LOCATION PER

SNYDER & ASSOCIATES

SEWER LINE & LIFT STATION PLANS

EX BOLLARDS, TYP.

EX HANDRAIL

EX LIFT STATION

EX SHED

793 79

785 790

787 788 789

3 794

798 79

3 794 796 797 798 799 801

PUBLIC ACCESS RD

( ASPHALT SURFACE)

W W

SAN

TELE

785784

780779

783 784

X X

F/O

FLUSHING CONNECTION

VALVE VAULT

WET WALL

REMOVE ALL TREES

JUST OUTSIDE OF BASEBALL

FIELD FENCE

REMOVE ALL TREES

JUST OUTSIDE OF BASEBALL

FIELD FENCE

DEMO EX FENCE

PROTECT EX FENCE

DEMO EX SHED

REMOVE EX TREES

DEMO EX FENCE

DEMO EX BASEBALL DIAMOND

DEMO WATER LINE & HYDRANT

PROTECT EX FENCE

PROTECT EX UTILITY LINES

DEMO WATER LINE &

CAP AT MAIN

PROTECT FES

PROTECT EX GATE

& SIGNS

PROTECT EX SAN MH

& ASSOCIATED SANI LINES

PROTECT EX WET WELL

PROTECT EX VALVE VAULT,

VALVES & UTILITY LINES

PROTECT EX LIFT STATION

& ASSOCIATED UTILITY STRUCTURES

PROTECT EX TRANSFORMER

& U/E LINES

PROTECT UTILITY

LINES & STRUCTURES

PROTECT UTILITY

LINES & STRUCTURES

DESCRIPTION:DATE:#

ISSUE:

100% Bid Documents 07/18/2025

PROJECT:

DATE:

PROJECT NO.:

State of Iowa

Newton Correctional Facility Iowa Prison Industries Phase II

07/18/2025

02401959.001

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

DAS NO.:

GRAPHIC SCALE

030 15 30 60

L:\

\23

-1

W G\

C1 .2

.D W

G 7/1

7/2

5 1 0:2

6:4 1 A

SOUTH SITE 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.

5. CONTRACTOR TO COORDINATE WITH OWNER FOR

SALVAGING & STORING MATERIALS AT A LOCATION

DESIGNATED BY THE OWNER.

6. 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.

7. CONTRACTOR TO RE-GRAVEL SURROUNDING SURFACE

ONCE CONSTRUCTION IS COMPLETE.

8. PROTECT ALL TREES NOT CALLED OUT FOR REMOVAL

WITH ORANGE CONSTRUCTION FENCE AT THE DRIP

LINE.

9. CONTRACTOR TO PROTECT ALL ELEMENTS OF LIFT

STATION & COORDINATE WITH FACILITY FOR ANY

PHASING OR ACTIVITIES TO MAKE CONNECTION TO

EXISTING SANITARY SEWER.

C1.2

EX. CONDITIONS &

DEMO

BISHOP

LCR

DEMO LEGEND:

PAVEMENT

REMOVAL LIMITS

DENOTES PROTECTION

DENOTES REMOVAL

II II

SAN 8"

W H Y D

U/E

F/O

U/E

U/E U/E U/E

S CO

A/CA/C

FF=777.54

X X

O/E

TELE

O/E

PUBLIC ACCESS RD

( ASPHALT SURFACE)

BUILDING

F/O

SAN 8"

O/E O/E

O/E

W G

FOEM

ELEC

12" ELM

12" ELM14" ELM

8" ELM

F/ O

F/O

F/ O

O/E

SAN 6"

W W

TELE

N 6"

G G

TELE

O/E

EX. 9,000 SF

WAREHOUSE

FF =775.00

U/E U/E

PUBLIC ACCESS RD

( ASPHALT SURFACE)

U/E

X X

U/E

OVERHEAD ELEC ℄

F/O

U/E U/E

U/E

F/ O

F/O

F/ O

F/O

G G

75' OVERHEAD ELEC ℄ SETBACK

MATCH LINEMATCH LINEMATCH LINE

ALT #1

ALT #2A / B

ALT #4 ALT #3ALT #2A / B

ALT #2A / B

ALT #3

PROJECT ALTERNATES:

*SEE SECTION 01 23 00 ALTERNATE BID ITEMS FOR ADDITIONAL INFORMATION.

ALT #1: EXTEND PRODUCTION BUILDING 50'-0" SO OVERALL BUILDING

DIMENSIONS ARE 100'-0" X 200'-0".

ALT #2A: ADD ALL GRADING AND EARTHWORK ON THE NORTH REGION

OF THE SITE AS NOTED.

ALT #2B: RE-SPREAD TOP SOIL AND SEED ALL GRADED AREAS AS NOTED.

ALT #3: ADD GRAVEL SURFACING AND ELECTRICAL WORK AS NOTED

FOR THE NORTH REGION OF THE SITE.

ALT #4: ELECTRICAL SERVICE AND DISTRIBUTION RE-WORK AT THE

NORTH REGION OF THE SITE.

DESCRIPTION:DATE:#

ISSUE:

100% Bid Documents 07/18/2025

PROJECT:

DATE:

PROJECT NO.:

State of Iowa

Newton Correctional Facility Iowa Prison Industries Phase II

07/18/2025

02401959.001

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

DAS NO.:

L:\

\23

-1

W G\

C2 .0

LIM

G 7/1

7/2

5 1 :52

:38 P

M GRAPHIC SCALE

080 40 80 160 C2.0

PROJECT

LIMITS SHEET

BISHOP

LCR

NORTH SITE

SOUTH SITE

PROJECT NOTES:

THE FUTURE SALLYPORT ASSEMBLIES, PAVEMENTS & PERIMETER

FENCE ARE SHOWN FOR FUTURE COORDINATION PURPOSES

ONLY AND ARE NOT INCLUDED IN THIS CONTRACT

OPERATION EXTENTS OF

CANTILEVER GATES WHEN

FULLY OPEN

SECURITY FENCE (NIC)

MANGATE (NIC)

8" DEPTH PCC GATE PAD

(NIC)

50'

R100'

SALLYPORT

W/ 8" PCC PAVING (NIC)

R30'

8" DEPTH PCC GATE PAD (NIC)

86,200 SF 8" DEPTH

GRAVEL

(REF. DETAIL 2, C6.1)

FENCE GRAVEL MAINTENANCE STRIP (REF. ARCH.) (NIC)

FENCE GRAVEL MAINTENANCE STRIP (REF.

ARCH.) (NIC)

PROP. SECURITY FENCE (NIC)

FENCE GRAVEL MAINTENANCE STRIP (REF. ARCH.) (NIC)

PROP. SECURITY FENCE (NIC)

II II II

10,000 SF 8" DEPTH

GRAVEL

(REF. DETAIL 2, C6.1)

110'

R100

6.8

FUTURE SECURITY FENCE ALT (NIC)

25'

PRE-FAB HOME MANUFACTURING AREA

FUTURE SECURITY FENCE ALT (NIC)

47.92' 25'

PRE-FAB HOME MANUFACTURING AREA

900 SF 5" PCC

PAD (NIC)

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

362.5'

PRE-FAB HOME

CONSTRUCTION AREA

FENCE GRAVEL MAINTENANCE STRIP (REF. ARCH.) (NIC)

60.23'

60.93'

37.43'

25' 37.43'

A/CA/C

FF=777.54

X X

O/E

TELE

O/E

PUBLIC ACCESS RD

( ASPHALT SURFACE)

EX GATE

EX BARBWIRE FENCE

EX GRAVEL DRIVE

BUILDINGEX

EX POWER POLE

HEIGHT = 28'

EX POWER POLE

HEIGHT = 28'

F/O

EX. GRAVEL

F/ O

F/O

F/ O

EX. 9,000 SF

WAREHOUSE

FF =775.00

U/E

EX LIGHT POLE

U/E

U/E U/E

U/E

OVERHEAD ELEC ℄

F/O

F/O F/O

U/E

F/ O

F/O

F/ O

W W W W

G G

G G G G G

75' OVERHEAD ELEC ℄ SETBACK

DESCRIPTION:DATE:#

ISSUE:

100% Bid Documents 07/18/2025

PROJECT:

DATE:

PROJECT NO.:

State of Iowa

Newton Correctional Facility Iowa Prison Industries Phase II

07/18/2025

02401959.001

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

DAS NO.:

L:\

\23

-1

W G\

C2 .1

W G

7/1 7/2

5 1

2:0 1:3

4 P

M GRAPHIC SCALE

030 15 30 60

NORTH SITE 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 OPERATION OF SITE.

4. CONTRACTOR TO REMOVE TEMPORARY GRAVEL DRIVE AND RESTORE TO

ORIGINAL CONDITION AFTER COMPLETION OF PROJECT, REFER TO SHEET

7.2 FOR TEMPORARY DRIVE LOCATION.

PAVEMENT & ASPHALT PLACEMENT NOTES:

1. CONTRACTOR TO CONNECT TO EXISTING PCC PAVEMENTS WITH

IOWA SUDAS TYPICAL BT JOINT.

2. CONTRACTOR TO REPLACE PCC PAVEMENTS AS NEEDED PER

IOWA SUDAS.

3. 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.

C2.1

LAYOUT PLAN

BISHOP

LCR

II II II II II

PROP. SECURITY FENCE (NIC)

59,600 SF 8" DEPTH

GRAVEL

(REF. DETAIL 2, C6.1)

PROP. WAREHOUSE

FF=786.00

PROP. SECURITY FENCE (NIC)

FENCE GRAVEL MAINTENANCE

STRIP (REF. ARCH.) (NIC)

FENCE GRAVEL MAINTENANCE STRIP (REF. ARCH.) (NIC)

FENCE GRAVEL MAINTENANCE

STRIP (REF. ARCH.) (NIC)

FENCE GRAVEL MAINTENANCE

STRIP (REF. ARCH.) (NIC)

FUTURE SECURITY FENCE ALT (NIC)

25'

II25

68.33'

65.72'

SAN 8" SAN 8"

5' ACCESS GATE, NIC

25'

FENCE GRAVEL MAINTENANCE

STRIP (REF. ARCH.) (NIC)

MAN DOOR

W/ STOOP.

(REF TO STRUCT & ARCH)

BASE BID

MAN DOOR

W/ STOOP.

(REF TO STRUCT & ARCH)

W W

H Y D

U/E

U/E U/E

PROP. 5" PCC

TRANSFORMER PAD

MAN DOOR

W/ STOOP.

(REF TO STRUCT & ARCH)

F/O F/O

G G G G W W W W

PROP. WAREHOUSE

ALT #1

FF=786.00

BASE BID

MAN DOOR

W/ STOOP.

(REF TO STRUCT & ARCH)

ALT #1

MAN DOOR

W/ STOOP.

(REF TO STRUCT & ARCH)

ALT #1

MAN DOOR

W/ STOOP.

(REF TO STRUCT & ARCH)

OVERHEAD DOORS)

SAN 4" SAN 4"S

39.84'

40.67'25'

25'

66.82'

8" DEPTH GRAVEL

(REF DETAIL 2, C6.1)

8" DEPTH GRAVEL

(REF DETAIL 2, C6.1)

61.1' 11 .9'

.9'

20.4'

1.8

151.8'

1.8

70.4'

10'

15'

ALT #1

GRAVEL

LIMITS

TELE

O/E

EX POWER POLE

HEIGHT = 28'

EX. GRAVEL

O/E O/E

O/E

FOEM

ELEC

12" ELM

14" ELM

8" ELM

O/E

O/EU/E

U/E

EX ACCESS GATE

EX STOP SIGN

EX UNDERGROUND WATER SIGN

EX "NO UNAUTHORIZED PERSONEL"

SIGN O/E SAN 6"

SAN 6"

EX DIRECTIONAL SIGN

W W

TELE

N 6"

G G

TELE

O/E

U/E

PUBLIC ACCESS RD

( ASPHALT SURFACE)

TELE

X X

F/ O

F/O

DESCRIPTION:DATE:#

ISSUE:

100% Bid Documents 07/18/2025

PROJECT:

DATE:

PROJECT NO.:

State of Iowa

Newton Correctional Facility Iowa Prison Industries Phase II

07/18/2025

02401959.001

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

DAS NO.:

L:\

\23

-1

W G\

C2 .2

W G

7/1 7/2

5 1

:53 :35

M GRAPHIC SCALE

030 15 30 60

SOUTH SITE

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.

C2.2

LAYOUT PLAN

BISHOP

LCR

EX. 771.89±

EX. 771.28±

EX. 773.27±

EX. 773.13±

EX. 772.98±

EX. 772.73±

EX. 772.47± EX. 771.90±

EX. 772.00±

EX. 786.32±

EX. 784.37±

EX. 775.64±

EX. 774.91±

EX. 775.72±

EX. 774.00±

EX. 773.40±

EX. 773.27±

EX. 773.29±

EX. 773.00±

EX. 772.94±

EX. 772.95±

774.08773.15

774.25 773.25

772.46

772.25

773.72

772.05

774.66

776.75

774.29

774.74

775.29

775.29 774.22

773.97

780.67

1.9%

2.0%

0.5%

1.7%

2.5%

0.5%

3.4%

0.5%

3.1

9.0

0.4%

0.5%

1.3%

4.4

4.4 %9.0%

0.5

771.04FL

II II II

780.50

778.77 778.72

778.17

788.02

780.50

788.00

1.5%

1.5

1.7

0.2

1.7

1.0%

0.8%

1.7%

2.6%

0.0

7.9%

4.9

773.00

770.44FL

2.0%

EX. 773.27±

775.98

774.48

773.40

775.88

775.97

775.88

775.95

775.88

775.29

EX. 771.73±

774.48

774.23

774.36

EX. 772.66±

775.41

EX. 779.00±

EX. 777.08±

EX. 776.59±

EX. 774.00±

EX. 772.52±

780.50

778.14

778.93 778.89

780.71

EX. 787.87±

787.64 787.64 788.64 789.84

EX. 788.34±

788.25 788.25 789.25

789.25

EX. 790.49±

790.49 790.49 791.49

791.49

EX. 780.00±

EX. 777.00±

780.50

780.37 780.34776.41

775.73

775.70

775.02

775.00

774.26

775.23 775.19

774.58

774.50

775.19

772.08 772.08

774.73 774.73

EX. 787.49±

EX. 790.19± EX. 791.00±

2.0%

2.5

0.7%

0.5% 2.4%

3.2

1.8

1.0

2.2

1.0% 1.0%

1.5%

1.5% 1.5%

1.5%

1.0% 1.0%

0.7%

1.9% 0.7%

1.9% 1.9%

1.9%1.9% 1.9%

780777776

0.7% 0.7%

0.6% 0.6%

0.8%

EX. 789.97±

789.50

789.50 790.50 790.50

16.3%

16.8% 10.0%

5.9%

1.2%

2.0%

1.4

1.4%

1.3%

1.2%

774.01

773.31 773.31

776.75

777.74 777.77

787.21 787.25

776.70 776.67

782781

777.04 777.00

EX. 787.45±

787.10

787.10 788.10

788.09

788.14

773.25

773.35

771.53 771.57

772.44

772.54

0.4%

5.1%

4.7%

1.6%

1.9%

3.0

7.2

10.8%

0.9

14.7%

781 782

784 785

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

0.0

1.5%

3.3

775.44 779.86

780.50773.40772.90

2.3% 2.3%

3.1%1.0%

1.0%

A/CA/C

FF=777.54

X X

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

F/ O

EX. 9,000 SF

WAREHOUSE

FF =775.00

780 78

U/E

U/E U/E

U/E

OVERHEAD ELEC ℄

F/O

F/O F/O

U/E

F/ O

F/O

F/ O

W W W W

G G

G G G G G

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.

DESCRIPTION:DATE:#

ISSUE:

100% Bid Documents 07/18/2025

PROJECT:

DATE:

PROJECT NO.:

State of Iowa

Newton Correctional Facility Iowa Prison Industries Phase II

07/18/2025

02401959.001

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

DAS 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:\

\23

-1

W G\

C3 .1

7/1 7/2

5 1

1:1 5:4

2 A

M GRAPHIC SCALE

030 15 30 60

NORTH SITE

C3.1

GRADING PLAN

BISHOP

LCR

EARTHWORK VOLUME:

CUT VOLUME: 850 CY

FILL VOLUME: 17,131 CY

NET: 16,281 CY (FILL)

II II II II II

PROP. WAREHOUSE

FF=786.00

782.34

EX. 784.71±

EX. 785.99±

EX. 786.72±

EX. 794.42±

EX. 785.57±

EX. 789.88±

EX. 789.55±

790.53

EX. 792.12±

EX. 794.71±

EX. 795.89±

EX. 784.41±

EX. 781.49±

EX. 781.73±

EX. 782.43±

784.95

785.03

786.05

783.22 784.55

785.60

784.90 784.70

784.70 785.83

783.10

782.86

786.00FF 786.00FF

786.00FF

785.69 785.69

785.51 785.51

785.69 785.69

2.3

0.7

13.0%

2.7

3.0

EX. 782.64±

EX. 781.54±

782.51

781.60

EX. 781.82±

781.17

EX. 780.72±

EX. 780.49±

EX. 783.58±

EX. 781.11±

EX. 795.82±

782.26

EX. 782.21±

783.22

785.39

787.70

788.44

785.53 785.53 785.53

785.53

1.0% 2.7

2.7 % 2.1%

1.0% 1.0%

784.27 789.28

785.14 783.91

783.07

789.23 790.15

783.50

791.01

EX. 791.48±

783.91

EX. 791.41±

EX. 791.87±

EX. 792.73±

EX. 794.33±

791.93

0.8%

0.7%

4.0%

4.2%

4.0

4.2

783.12783.31

782.95

EX. 791.55±

SAN 8" SAN 8"

6.2

0.9%

0.4%

0.2%

1.0

1.0 % 0.3%

1.0

3.1

2.9

0.9

0.7

0.1

0.8%

0.9%

0.7%

0.5%

15.0%1.0%

1.2

782.71RIM

1.0

13.0%

11.3% 2.0%

12.3% 0.0% 3.7%

W W

H Y D

783.62 783.66

783.57 783.62

786.51 786.49

787.57 787.37

788.19 787.99

789.47

789.27

793.21

793.01

EX. 782.32±

EX. 782.26±

EX. 795.22±

EX. 794.54±

783.42

783.38 783.37

783.42 783.66

783.62

3.5%

U/E

U/E U/E785.40 785.40

785.28785.28

F/O F/O

G G G G W W W W

786.00FF

786.00FF 785.94

785.94

PROP. WAREHOUSE

ALT #1

FF=786.00

785.25 785.00

783.68 783.68

784.25

785.94

0.8

1.0

0.9

786.00FF

785.93

785.93 786.00FF

786.00FF

784.32

785.37

2.0%

782.51RIM

785.71

786.00FF

785.93

SAN 4" SAN 4"S

782.49RIM

786 787 788 789 790

0.0%

2.0%

782.05RIM

785.48

1.0%

0.0%

786.01

TELE

O/E

EX POWER POLE

HEIGHT = 28'

EX. GRAVEL

O/E O/E

O/E

FOEM

ELEC

O/E

O/EU/E

U/E

EX ACCESS GATE

EX STOP SIGN

EX UNDERGROUND WATER SIGN

EX "NO UNAUTHORIZED PERSONEL"

SIGN O/E SAN 6"

SAN 6"

EX DIRECTIONAL SIGN

W W

TELE

N 6"

G G

TELE

O/E

U/E

3 794 796 797 798 799 801

PUBLIC ACCESS RD

( ASPHALT SURFACE)

TELE

785784

780779

783 784

X X

F/ O

F/O

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.

DESCRIPTION:DATE:#

ISSUE:

100% Bid Documents 07/18/2025

PROJECT:

DATE:

PROJECT NO.:

State of Iowa

Newton Correctional Facility Iowa Prison Industries Phase II

07/18/2025

02401959.001

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

DAS 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:\

\23

-1

W G\

C3 .2

7/1 7/2

5 1

:54 :19

P M

GRAPHIC SCALE

030 15 30 60

SOUTH SITE

GENERAL NOTES:

1. CONTRACTOR TO ADJUST GRADE AS NECESSARY TO

PROVIDE COVER OVER PIPES AND PROVIDE A SMOOTH

TRANSITION

2. CONTRACTOR TO COORDINATE WITH ARCHITECTURAL PLANS

FOR BUILDING OVERHEAD AND MAN DOOR ELEVATION

DETAILS. ALL BUILDING STOOPS SHALL HAVE A MINIMUM 1.0%

CROSS SLOPE AND A MAX 2% CROSS SLOPE.

3. CONTRACTOR TO VERIFY AND COORDINATE EXTERIOR

PAVEMENT/GRAVEL ELEVATIONS ADJACENT TO STOOP AND

DOOR LOCATIONS TO PROVIDE A MINIMUM 1.0% SLOPE AND A

MAX 5% SLOPE AWAY FROM BUILDING AND BUILDING STOOPS.

4. ALL PAVEMENT AREAS SHALL HAVE A MINIMUM 1.0% SLOPE

TO PROVIDE POSITIVE DRAINAGE.

5. THE TRADE CONTRACTOR AND THEIR SURVEYOR SHALL BE

RESPONSIBLE FOR CREATING THE STAKING MODEL.

CONTRACTOR TO VERIFY ALL GRADING ELEVATIONS AND

CONTACT THE OWNER/ENGINEER, PRIOR TO CONSTRUCTION,

IF THERE ARE ANY DISCREPANCIES OR CONFLICTS BETWEEN

THE PLANS AND TYPICAL CONSTRUCTION STANDARDS AND

TOLERANCES. .

6. CONTRACTOR TO COORDINATE WITH UTILITY PROVIDERS FOR

ANY RELOCATION OR LOWERING OF EXISTING UTILITIES TO

ACCOMMODATE GRADING AND NEW UTILITIES. ANY REMOVAL

AND REPLACEMENT OF SAID UTILITIES SHALL BE INCIDENTAL.

7. THE GEOTECHNICAL REPORT/SPECIFICATIONS AS APPROVED

BY THE OWNER'S GEOTECHNICAL ENGINEER SHALL GOVERN.

8. ADDITIONAL GRADING AND REWORK TO CORRECT

DEFICIENCIES OR MEET THE GEOTECHNICAL

REPORT/SPECIFICATION DESIGN REQUIREMENTS SHALL BE

INCIDENTAL AND AT THE CONTRACTOR'S EXPENSE.

BUILDING DOOR ELEVATIONS:

1. THE ELEVATIONS SHOWN AT THE BUILDING DOORS

AND BUILDING WALLS ON THE GRADING PLAN ARE

FOR COORDINATION ONLY. BUILDING

ARCHITECTURAL/STRUCTURAL PLANS AND DETAILS

SHALL GOVERN FOR BUILDING DOOR ELEVATIONS,

STOOP SLOPES AND EXPOSED WALLS OR

FOOTINGS.

2. CONTRACTOR TO COORDINATE AND VERIFY ALL

BUILDING AND DOOR ELEVATIONS WITH EXTERIOR

IMPROVEMENTS TO MAINTAIN POSITIVE DRAINAGE

AWAY FROM BUILDING PRIOR TO CONSTRUCTION. IF

THERE IS A DISCREPANCY, CONTRACTOR TO

CONTACT OWNER/ENGINEER FOR DIRECTION PRIOR

TO CONSTRUCTION AND/OR INSTALLATION.

C3.2

GRADING PLAN

BISHOP

LCR

EARTHWORK VOLUME:

CUT VOLUME: 9,720 CY

FILL VOLUME: 2,438 CY

NET: 7,283 CY (CUT)

BUILDING ALTERNATE NOTES:

IF BUILDING ALTERNATE #1 IS SELECTED, CONTRACTOR

TO ADJUST GRADES TO ACCOMMODATE ALTERNATE #1

BUILDING LIMITS AND STOOPS.

36" FES

FL=771.04

36" FES

FL=770.44

150 LF 36" ARCH PIPE

@ S=0.40%

II II II

PROP. LIGHT POLE

(REF. MEP)

PROP. LIGHT POLE

(REF. MEP) PROP. LIGHT POLE

(REF. MEP)

PROP. LIGHT POLE

(REF. MEP)

PROP. LIGHT POLE

(REF. MEP)

PROP. LIGHT POLE

(REF. MEP) PROP. LIGHT POLE

(REF. MEP)

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

PROP. POWER

PEDESTAL

(REF. MEP)

PROP. POWER

PEDESTAL

(REF. MEP)

PROP. POWER

PEDESTAL

(REF. MEP)

PROP. POWER

PEDESTAL

(REF. MEP)

PROP. POWER

PEDESTAL

(REF. MEP)

FOR CONTINUATION

(REF. MEP)

PROP. ELEC

HANDHOLES (REF. MEP)

PROP. ELECTRIC PANEL

(REF. MEP)

PROP. POWER

PEDESTAL

(REF. MEP)

PROP. POWER

PEDESTAL

(REF. MEP)

PROP. POWER

PEDESTAL

(REF. MEP)

PROP. ELEC CONDUIT

(REF. MEP)

EX 18" CMP

TOP=774.30

EX 18" CMP

TOP=773.98

A/CA/C

FF=777.54

X X

O/E

TELE

O/E

EX LOCATION PER

WINDSTREAM MAP

PUBLIC ACCESS RD

( ASPHALT SURFACE)

EX GATE

EX BARBWIRE FENCE

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

F/ O

EX. 9,000 SF

WAREHOUSE

FF =775.00

U/E

EX LIGHT POLE

U/E

U/E U/E

U/E

OVERHEAD ELEC ℄

F/O

F/O F/O

U/E

F/ O

F/O

F/ O

W W W W

APPROX. LOCATION OF

WATER SERVICE LINE

PER OWNER DESCRIPTION

G G

EX LOCATION PER

BLACK HILLS ENERGY MAP

G G G G G

75' OVERHEAD ELEC ℄ SETBACK

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. ALL NYLOPLAST BASINS SHALL HAVE CASTINGS

SECURELY FASTENED TO THE BASIN BODY, AND

ALL GRATES/LIDS SHALL BE BOLTED DOWN TO THE

CASTINGS.

9. TRANSFORMER 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.

DESCRIPTION:DATE:#

ISSUE:

100% Bid Documents 07/18/2025

PROJECT:

DATE:

PROJECT NO.:

State of Iowa

Newton Correctional Facility Iowa Prison Industries Phase II

07/18/2025

02401959.001

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

DAS NO.:

L:\

\23

-1

W G\

C4 .1

ILI

W G

7/1 7/2

5 1

2:0 1:1

1 P M

GRAPHIC SCALE

030 15 30 60

NORTH SITE

UTILITY SERVICE CONNECTION NOTES:

1. CONTRACTOR TO VERIFY LOCATION OF EXISTING

UTILITIES PRIOR TO CONSTRUCTION

2. CONTRACTOR TO COORDINATE WITH BLACK HILLS

ENERGY, MEP & ARCHITECT FOR ROUTING AND

MATERIALS FOR ALL PROPOSED GAS & ELECTRIC ON

SITE.

CONTACT: CHUCK WOODS (515)-343-2037

3. CONTRACTOR TO COORDINATE WITH IRUA FOR

PROPOSED METER PITS & TAP APPLICATIONS

CONTACT: KIMBERLIN ANNIS (641)-792-7011

4. FOR ALL EXTERIOR TELECOM, ELECTRIC & GAS

CONNECTION, REFER TO MEP

C4.1

UTILITY PLAN

BISHOP

LCRCRITICAL CROSSING NOTES:

1. FOR ALL CRITICAL CROSSINGS WITH EXISTING

UTILITIES, CONTRACTOR SHALL FIELD VERIFY

LOCATION & ELEVATION PRIOR TO CONSTRUCTION.

2. CONTRACTOR TO INSTALL EXPANSION MATERIAL

BETWEEN STORM AND SEWER UTILITY CROSSING

THAT ARE LESS THAN 18" OF SEPARATION.

3. FOR CROSSING WITH WATER MAIN, BEND WATER MAIN

UNDER UTILITIES AS NEEDED TO PROVIDE 18" MIN

SEPARATION AND MAINTAIN MINIMUM 5.5' DEPTH

4. FOR ALL SUBDRAIN CRITICAL CROSSING WITH LIGHT

POLES, CONTRACTOR SHALL BEND SUBDRAIN

AROUND LIGHT POLE.

PROP. ELEC

METER (REF. MEP)

S S

PROP. 1500 SEPTIC TANK

(MEETING IAC 567-69 REQ.)

W/ POLYLOK PL-122 EFFLUENT FILTER

RIM=782.71

INV(IN)=778.71

INV(OUT)=778.46

PROP. BUILDING

SANITARY CONNECTION

INV(OUT)=782.00

(REF. MEP)

PROP. BUILDING

WATER SERVICE CONNECTION

(REF. MEP)

II II II II II

PROP. WAREHOUSE

FF=786.00

193 LF 6"

WATER SERVICE

CONNECT TO EX WATER MAIN

W/ TAPPING SLEEVE & VALVE

(REF. MEP)

PROP. ELEC CONDUIT

(REF. MEP)

SAN 8" SAN 8"

PROP. SAN MH

RIM=777.00

INV(N)=772.22

INV(E)=772.12

60 LF 8" SAN LINE

@ S=0.50%

445 LF 8" SAN LINE

@ S=0.50% (TRENCHED)

PROP. SAN MH

RIM=779.10

INV(E)=774.55

INV(S)=774.45

129 LF 4" SAN LINE

@ S=2.00% (TRENCHED)

53 LF 4" SAN LINE

@ S=6.22%

START BORE

136 LF 8" SAN…

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