RFB923904-02 - Drawings.pdf

PDF 10 MB Posted Jul 12, 2026

Attached to: DOC NCF IPI Homes for Iowa Facility Project Phase II Fencing
Solicitation number: RFB923904-02
Issued by: Jasper County, Iowa

About this file

Written by GovTribe AI · Jul 13, 2026

RFB923904-02 Summary

This is a construction drawings package for the Newton Correctional Facility Iowa Prison Industries Phase II Perimeter Fence project issued by the State of Iowa, Iowa Department of Corrections. The project involves the design and construction of a 12-foot-high chainlink security perimeter fence with concertina wire, a new sallyport facility with cantilever gates, and associated parking and grading improvements at the Newton Correctional Facility in Newton, Iowa. The scope includes approximately 1,275 linear feet of security fencing, an 8-inch reinforced PCC sallyport pad (90,000 square feet), gravel parking areas (17,200 square feet), concrete sidewalks (5 inches), subdrain systems, swinging chainlink gates, automatic cantilever slide gates, electrical service and access control installations, landscaping, erosion control, and site restoration. The project is divided into two bid packages: BP-01 for sallyport and parking lot improvements, and BP-02 for the perimeter security fence, with BP-01 work to be completed by Iowa Prison Industries. The drawings indicate an earthwork balance with 240 cubic yards of cut and 3,440 cubic yards of fill, for a net fill of 3,200 cubic yards.

The project includes comprehensive construction specifications referencing SUDAS (Statewide Urban Standard Specifications for Public Improvements), State Fire Marshal specifications, and OSHA standards. All work must comply with NPDES General Permit No. 2 for stormwater pollution prevention, with contractor responsibility for erosion control measures, silt fencing, sediment retention, and final site stabilization. The contractor is responsible for utility location verification through Iowa One Call, coordination with utility providers, and all utility conflict resolution. Site security measures, temporary fencing, and construction staging areas are the contractor's responsibility and must be included in base bids without eligibility for change orders. A preconstruction conference is required prior to commencing work, and the contractor must provide a performance schedule for review and approval. Topsoil stripping and respread requirements apply to all disturbed areas outside designated gravel and paved zones, with excess soil stockpiled north of the project area as directed by the owner.

View the file

Other files

File	Type	Posted
RFB923904-02 - Notice To Bidders.pdf	PDF	Jul 12, 2026
RFB923904-02 - Addendum #1.pdf	PDF	Jul 12, 2026
RFB923904-02 - Bid Form.pdf	PDF	Jul 12, 2026
RFB923904-02 - Addendum #2.pdf	PDF	Jul 12, 2026
RFB923904-02 - Project Manual (Reduced Size).pdf	PDF	Jul 12, 2026
IMPACS Electronic Procurement System.html	HTML file	Jul 12, 2026
1413784-event.pdf	PDF	Jul 12, 2026
Bidding Documents - Drawing Sheets.html	HTML file	Jul 12, 2026
Form 22 - Confidentiality Request.pdf	PDF	Jul 12, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Newton, Iowa

DATE: 07/02/2026

INDEX OF DRAWINGSLOCATION MAP PROFESSIONAL REGISTRATIONS

GROUP

U P

N ew to n

C or re ct io na l F ac ilit y

I P ha se

P er im et er

F en ce

0% B

O C

U M

Io w a D ep ar tm en t o f C or re ct io ns

100% BID DOCUMENTS

07/02/2026

Newton Correctional Facility Iowa Prison Industries Phase II Perimeter Fence

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

GENERAL:

G0.0 PROJECT COVER SHEET

CIVIL:

C0.1 CIVIL INFORMATION SHEET

C1.1 SURVEY & DEMO PLAN

C2.1 SALLYPORT & PARKING LAYOUT

C2.2 OVERALL FENCE LAYOUT W/ EXISTING CONTOURS

C3.1 SALLYPORT & PARKING GRADING PLAN

C6.1 DETAILS

C7.1 SEEDING & EROSION CONTROL

ARCHITECTURAL SITE:

AC1.0 OVERALL ARCHITECTURAL SITE PLAN

AC1.1 ENLARGED ARCHITECTURAL SITE PLAN & DETAILS

AC2.1 TYPICAL PERIMETER FENCE SECTION & SWING GATE ELEVATIONS

AC2.2 AUTOMATIC CANTILEVER GATE DETAILS

AC2.3 MISCELLANEOUS CANTILEVER GATE & FENCE ASSEMBLY DETAILS

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 ELECTRICAL DETAILS

E1.6 ELECTRICAL DETAILS

E1.7 ELECTRICAL SCHEDULES

ROBERT C. RIDGWAY

E N

PROFESSI ON AL

C H

ITEC

* IO W A *

ROBERT C.

RIDGWAY

#07570

DAS PROJECT NO.: 9239.04

PROJECT NO.: 02401959.001

DAS RFB923904-02

DAVID B.

BENTZ

#17143LI

E N

S E

PROFESSIONAL

E R

* IO W A *

DAVID B. BENTZ, P.E.

IPI HOMES FOR IOWA PROJECT HOUSE INFORMATION:

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.

OWNER-PROVIDED INFORMATION

ARCHITECT

CONSULTANTS

FARNSWORTH GROUP, INC.

14225 UNIVERSITY AVENUE, SUIT 110

WAUKEE, IOWA 50263

P: 515-225-3469

BISHOP ENGINEERING - CIVIL

3501 104TH STREET

DES MOINES, IOWA 50322

P: 515-276-0467

Iowa Prison Industries Homes for Iowa S 60th Avenue West Newton, Iowa 50208

CRAIG M. PHILLIPS, P.E.

AWOI

RIC

PRO

FESSIONAL ENGINEECRAIG M.

PHILLIPS

P14060

TWIN RIVERS ENGINEERING - ELECTRICAL

1000 ILLINOIS STREET

DES MOINES, IOWA 50314

P: 515-288-3679

SITE AREA

NEWTON CORRECTIONAL FACILITY IOWA PRISON INDUSTRIES

PHASE II SALLYPORT & PARKING LOT 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 CIVIL INFORMATION

C1.1 SURVEY & DEMO PLAN

C2.1 SALLYPORT & PARKING LAYOUT

C2.2 OVERALL FENCE LAYOUT W/ EXISTING CONTOURS

C3.1 SALLYPORT & PARKING GRADING PLAN

C6.1 DETAILS

C7.1 SEEDING & EROSION CONTROL

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 05-18-26. 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% Bid Documents

PROJECT:

DATE:

PROJECT NO.:

State of Iowa

Newton Correctional Facility Iowa Prison Industries Phase II Perimeter Fence

Newton, Iowa

07/02/2026

02401959.001

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

DAS NO.:

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

DAS NO.:

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

DAS NO.:

L:\

\23

-2

G\ C0

W G

7/1 /20

:45 :39

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

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.

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.

C0.1

CIVIL INFORMATION

SHEET

BISHOP

LCR

9239.04

DBB

100% Bid Documents100% Bid Documents

U/E

EM A/C

Y A DR

EX RCP36" FES

FL=771.04

EX RCP36" FES

FL=770.62

36"

774773

773772

772 774

776 77

772 772

773 77

776 776

F/ O

F/O

EX BUILDING

FF=774.00

U/E

S S F/O

F/O

F/ O

F/O

F/ O

F/O

SAN 8"

SAN 6"

N 6"

W W

G G

O/E

O/E O/E

O/E

APPROX. LOCATION OF

EX. SEPTIC FIELD & TANK

APPROX. LOCATION OF

WATER SERVICE LINE

PER OWNER DESCRIPTION

EX BUILDING

PRE-FAB HOME STORAGE AREA

EX ASPHALT

EX PCC

PROPERTY LINE

PER JASPER

COUNTY GIS MAP

PROPERTY LINE

PER JASPER

COUNTY GIS MAP

PROPERTY LINE

PER JASPER

COUNTY GIS MAP

PROPERTY LINE

PER JASPER

COUNTY GIS MAP

PROPERTY LINE

PER JASPER

COUNTY GIS MAP

PROPERTY LINE

PER JASPER

COUNTY GIS MAP

PROPERTY LINE

PER JASPER

COUNTY GIS MAP

O/E

OVERHEAD ELEC ℄

X X

EX 4' CHAIN LINK FENCE

4" X 4" WOOD POST

FOR ELEC. SERVICE (TYP)

4" X 4" WOOD POST

FOR ELEC. SERVICE (TYP)

APPROX. LOCATION ELEC.

LINES PER MEP DESIGN

APPROX. LOCATION ELEC.

LINES PER MEP DESIGN

H Y

U/E

ELEC

APPROX. LOCATION ELEC.

LINE PER MEP DESIGN

774PROTECT 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 & DOWNSPOUTS

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

PROTECT EX ELEC LINES

& POWER POLES

PROTECT EX WOOD CONDUIT POSTS

REMOVE EX GRAVEL

PROTECT EX STORM CULVERT

PROTECT EX UTILITIES &

STRUCTURES

PROTECT EX

BUILDING & GRAVEL

REMOVE EX FENCE

CONTRACTOR TO COORD. FENCE

REMOVAL WITH OWNER

PROTECT EX UTILITY LINES

& STRUCTURES

REMOVE GRAVEL SECTION

PROTECT EX FES

CONTRACTOR TO SAWCUT

CLEAN EDGE IN ASPHALT AS

NECESSARY TO INSTALL PCC FENCE PAD

CONTRACTOR TO REMOVE GRAVEL AS

NECESSARY TO INSTALL PCC FENCE PAD

CONTRACTOR TO REMOVE GRAVEL AS

NECESSARY TO INSTALL PCC FENCE PAD

CONTRACTOR TO COORD. PHASING TO

ALLOW ACCESS THROUGH EXISTING

DRIVE ENTRANCE DURING CONSTRUCTION UNTIL

SALLYPORT ENTRANCE IS OPERATIONAL

PROTECT EX HYDRANT

REMOVE EX FENCE

CONTRACTOR TO COORD. START AND STOP OF

FENCE REMOVAL WITH OWNER

REMOVE EX FENCE

CONTRACTOR TO COORD. START AND STOP OF

FENCE REMOVAL WITH OWNER

DESCRIPTION:DATE:#

ISSUE:

100% Bid Documents

PROJECT:

DATE:

PROJECT NO.:

State of Iowa

Newton Correctional Facility Iowa Prison Industries Phase II Perimeter Fence

Newton, Iowa

07/02/2026

02401959.001

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

DAS NO.:

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

DAS NO.:

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

DAS NO.:

GRAPHIC SCALE

080 40 80 160

L:\

\23

-2

G\ C1

. C

G 7/1

/20

:51

:40 A

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

SURVEY & DEMO

PLAN

BISHOP

LCR

9239.04

DENOTES PROTECTION:

BID PACKAGE NOTES:.

1. FOR DELINEATION OF BID PACKAGES

BP-01 & BP-02, SEE SHEET C2.2

100% Bid Documents

OPERATION EXTENTS OF

CANTILEVER GATES WHEN FULLY

OPEN

SECURITY FENCE

SWINGING CHAINLINK FENCE GATE

(REF. ARCH)

69.09'

R100'

SALLYPORT W/ 8" PCC PAVING

TYPE "CD" PAVING JOINTS (REF.

ARCH)

R30'

8" DEPTH PCC GATE PAD

(REF. DETAIL 4 & 5/C6.1)

90,000 SF 8" DEPTH CLASS "A"

ROAD STONE W/ GEOGRID

(REF. DETAIL 2, C6.1)

FENCE PCC MAINTENANCE STRIP (REF. ARCH)

PROP. SECURITY FENCE (REF. ARCH)

PROP. SECURITY

FENCE (REF. ARCH)

PROP. SECURITY FENCE (REF. ARCH)

FENCE PCC MAINTENANCE STRIP (REF. ARCH)

PROP. SECURITY FENCE

(REF. ARCH)

II II II

17,200 SF 8" DEPTH

CLASS "A" ROAD STONE W/

GEOGRID

(REF. DETAIL 2, C6.1)

R100

6.8

PRE-FAB HOME MANUFACTURING AREA

362.5'

PRE-FAB HOME CONSTRUCTION

AREA

FENCE PCC MAINTENANCE STRIP (REF. ARCH)

60.23'

25' 42.74'

APPROX.

BRING RIP RAP TO TOP OF

EMBANKMENT

2.5

' F

3' 116'

SWINGING CHAINLINK FENCE GATE

(REF. ARCH)

FENCE MOUNTED

ACCESS

CONTROL PANEL

(REF. ARCH & MEP)

40' CANTILEVER GATE

(REF.ARCH)

VEHICLE GATE ACCESS

CONTROL PANEL

(REF. ARCH & MEP)

FUTURE FENCE LOCATION, NIC

5" PCC SIDEWALK (REF. DETAIL 3/C6.1)FUTURE FENCE LOCATION, NIC

268.73'

134.56'

198.72'

117.3°

154.4°

25'

0' 137.4°

24'

25'

61.66'

115'

30.2'

REF. MEP FOR ELEC. SERVICE

TO SALLY PORT

161 LF 4" PERF. SUBDRAIN

S= 0.27%

8" PCC PAD

(REF. DETAIL 4 & 5/C6.1)

5" PCC FLUME

(REF. DETAIL 1/C6.1)

8" DEPTH PCC GATE PAD

(REF. DETAIL 4 & 5/C6.1)

STRIPING SHOWN FOR

REFERENCE ONLY, NIC

SUBDRAIN OUTLET

FL=772.00

140 LF 4" PERF. DRAIN TILE

@S=0.50%

230 LF 4" PERF. DRAIN TILE

@S=0.50%

FL(SUBDRAIN)=772.70

FL(SUBDRAIN)=773.15

SECURITY FENCE

B B

A A

SEE DETAIL 6/C6.1

SEE DETAIL 5/C6.1

U/E

A/C

Y A DR

36"

F/ O

F/O

F/ O

F/O

F/ O

F/O

F/ O

EX BUILDING

FF=774.00

U/E

U/E U/E

U/E

U/E U/E U/EU/E

U/E

U/E U/E

F/ O

F/O

F/ O

W W W W

G G

G G G G G

O/E

EX BUILDING

EX ASPHALT

EX PCC

PROPERTY LINE

PER JASPER

COUNTY GIS MAP

PROPERTY LINE

PER JASPER

COUNTY GIS MAP

O/E

OVERHEAD ELEC ℄

4" X 4" WOOD POST

FOR ELEC. SERVICE (TYP)

4" X 4" WOOD POST

FOR ELEC. SERVICE (TYP)

DESCRIPTION:DATE:#

ISSUE:

100% Bid Documents

PROJECT:

DATE:

PROJECT NO.:

State of Iowa

Newton Correctional Facility Iowa Prison Industries Phase II Perimeter Fence

Newton, Iowa

07/02/2026

02401959.001

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

DAS NO.:

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

DAS NO.:

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

DAS NO.:

L:\

\23

-2

G\ C2

.D W

G 7/1

/20

:54

:17 A

M GRAPHIC SCALE

030 15 30 60

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.

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.

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

SALLYPORT & PARKING

LAYOUT

BISHOP

LCR

9239.04

BID PACKAGE NOTES:.

1. FOR DELINEATION OF BID PACKAGES

BP-01 & BP-02, SEE SHEET C2.2

II II

U/E U/E

U/E

EM A/C

Y A DR

36"

774773

773772

772 774

776 77

772 772

773 77

776 776

F/ O

F/O

EX BUILDING

FF=774.00

U/E

S S F/O

F/O

F/ O

F/O

F/ O

F/O

SAN 8"

SAN 6"

N 6"

W W

G G

O/E

O/E O/E

O/E

EX BUILDING

O/E

OVERHEAD ELEC ℄

H Y

U/E

ELEC

107.0° 135.0°

133.3°

117.3°

154.4°

137.4°

25'

68.33'

25'

51.35'

APPROX.

25'

25' 25'

66.82'

60.23'

44.18'

APPROX.

25' 42.74'

APPROX.

' F

268.73'

134.56'

198.72'

1123.27'

55.

56'

246.02'

1275.91'

25'

61.66'

25'

64.34'

25' 48.7'

APPROX.

25'

111'FENCE

25'

PROP. SECURITY FENCE (REF. ARCH)

PROP. SECURITY

FENCE (REF. ARCH)

PROP. SECURITY FENCE (REF. ARCH)

FENCE PCC MAINTENANCE STRIP (REF. ARCH)

FENCE PCC MAINTENANCE

STRIP (REF. ARCH)

FENCE PCC MAINTENANCE

STRIP (REF. ARCH)

FENCE PCC MAINTENANCE STRIP (REF. ARCH)

PROP. SECURITY FENCE (REF. ARCH)

PROP. SECURITY FENCE

(REF. ARCH)

PROP. SECURITY FENCE (REF. ARCH)

FENCE PCC MAINTENANCE STRIP (REF. ARCH)

PROP. SECURITY FENCE (REF. ARCH)

PROP. SALLYPORT

(REF. SHEET

C2.1)

PROP. SECURITY GATE

PROP. SECURITY FENCE (REF. ARCH)

FENCE PCC MAINTENANCE STRIP (REF. ARCH)

FUTURE OUTER FENCE

LINE, NIC (REF. ARCH)

FUTURE OUTER FENCE LINE, NIC (REF. ARCH)

FUTURE OUTER FENCE

LINE, NIC (REF. ARCH)

FUTURE OUTER FENCE LINE, NIC (REF. ARCH)

CONTRACTOR TO COORD. PHASING TO

ALLOW ACCESS THROUGH EXISTING

DRIVE ENTRANCE DURING CONSTRUCTION UNTIL

SALLYPORT ENTRANCE IS OPERATIONAL

SWINGING CHAINLINK

FENCE GATES (REF. ARCH)

SWINGING CHAINLINK

FENCE GATE (REF. ARCH)

PROP. 5" PCC FLUME

FENCE PCC MAINTENANCE STRIP (REF. ARCH)

BP-01 STOPS AT

CORNER POST

BP-01 STOPS AT

CORNER POST

BP-02

BP-01

WORK TO BE

COMPLETED

BY IPI

DESCRIPTION:DATE:#

ISSUE:

100% Bid Documents

PROJECT:

DATE:

PROJECT NO.:

State of Iowa

Newton Correctional Facility Iowa Prison Industries Phase II Perimeter Fence

Newton, Iowa

07/02/2026

02401959.001

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

DAS NO.:

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

DAS NO.:

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

DAS NO.:

L:\

\23

-2

G\ C2

W G

7/1 /20

:54 :58

M GRAPHIC SCALE

080 40 80 160 C2.2

OVERALL FENCE LAYOUT

W/ EXISTING CONTOURS

BISHOP

LCR

PROJECT NOTES:

1. THE OUTER FENCE LIMITS ARE SHOWN FOR FUTURE

COORDINATION PURPOSES ONLY AND ARE NOT INCLUDED

IN THIS CONTRACT

2. SPOT GRADES SHOWN ON PLANS ARE FOR FINISHED

GRADE ELEVATIONS.

3. FENCE LOCATION IS SHOWN FOR COORDINATION

PURPOSES ONLY. REFER TO ARCHITECTURAL PLANS FOR

FINAL LOCATIONS AND LENGTHS OF FENCING.

4. ARCHITECTS PLANS TO GOVERN IN THE CASE OF ANY

DISCREPANCY WITH CIVIL PLANS.

5. THIS PLAN SHOWS EXISTING GRADING AT FENCE

LOCATIONS. ANY PROPOSED GRADING CHANGES CAN BE

SEEN ON SHEET C3.1 GRADING PLAN

9239.04

KEY:

BID PACKAGE 1

BID PACKAGE 2

WORK TO BE COMPLETED BY IPI

EX. 771.29±

EX. 773.27±

EX. 773.04±

EX. 772.93±

EX. 772.66±

EX. 772.47±

EX. 771.80±

EX. 773.68±

EX. 774.81±

773.09

EX. 772.57±

773.29

774.25 772.90772.17

772.05

773.72

771.94

774.66

777.09

775.86

774.65

775.95

775.93

1.2%

2.7%

1.0%

1.9%

0.5%

3.5%

4.4

3.8 %9.0%

0.3

II II II

778.77 778.72

780.50

0.5

1.7

0.6

0.5

1.8%

1.5%

1.7%

4.3%

0.0

8.6%

772.56

2.0%

775.98

774.00

773.50

776.51

776.55

776.57

776.51

776.56 776.51

775.99

775.97

774.43

774.21 773.46

774.91

EX. 781.20±EX. 775.14±

780.50

775.00 774.96

774.50

774.46

775.16

2.0%

2.5

0.6%

1.2%

2.0%

0.2

777.09

772.00 772.01

772.44 772.45

4.0

775.52

780.50773.40772.73

2.3% 2.3%1.3%

773.11

773.35

771.66

772.25

774.70

775.49

776.33 776.23

775.90

775.11

774.27

776.46 776.50

777.13

776.49

776.53 776.61

776.55

771.94

772.05

772.17

1.0%

0.0

1.0%

1.0

0.0

776.55 776.59

776.55

0.5%

3.0%

EX. 772.89±

EX. 772.73±

EX. 772.61±

EX. 771.56±

774.31

773.81

773.87

1.7

5.6%

1.0%

3.0

0.4%

1.0%

EX. 772.00±

EX. 771.55±

775.97775.92

3.8

EX. 771.08±

774.46

0.6%

0.8%

EX. 773.17±

EX. 773.18±

EX. 773.67±

EX. 773.46±

EX. 773.23±

773.06

772.28772.28

775.03

774.62 771.55771.55

771.54771.54

771.28

EX. 773.68±

EX. ???±

EX. 773.79±

EX. 774.00±

EX. 773.81±

EX. 774.06±

EX. 774.04±

EX. 773.08±

EX. 773.18±

0.5

4.9

2.0% 2.0%

0.3%

1.0%

772.42772.42

EX. 771.52±

EX. 772.70±

EX. 773.63±

5.4

GRADE AROUND

EX POWER POLE

773.12773.12

1.7%

772.19

772.30

772.42

772.53772.53

2.7%

0.3%

0.9%

772.58

772.44

5.9% 1.0%

771.80 771.80

771.79 771.80

771.58771.58 771.83

771.83 11 .7%

EX. 776.99± EX. 779.47±EX. 778.44±EX. 777.71±

780.50

EX. 780.94±

EX. 781.00±

EX. 779.26±

EX. 778.45±

EX. 777.48±EX. 776.94±EX. 776.71±EX. 776.04±EX. 775.83±

EX. 775.33±

EX. ???±

4.1%

2.0%

5.0%

773.68

EX. 773.66±

EX. 773.00±

779.75

772.34772.34

772.59 772.59

0.3%

1.9%

2.2%

778 779

778777

EX. 775.18±

EX. 775.08±

772.00

EX. 772.00±

U/E

A/C

Y A DR

36"

774773

772 774

773 77

776 776

F/O

F/ O

F/O

F/ O

F/O

F/ O

EX BUILDING

FF=774.00

U/E

U/E U/E

U/E

U/E U/E U/EU/E

U/E

U/E U/E

F/ O

F/O

F/ O

W W W W

G G

G G G G G

O/E

EX BUILDING

EX ASPHALT

EX PCC

PROPERTY LINE

PER JASPER

COUNTY GIS MAP

O/E

OVERHEAD ELEC ℄

4" X 4" WOOD POST

FOR ELEC. SERVICE (TYP)

4" X 4" WOOD POST

FOR ELEC. SERVICE (TYP)

DASHED LINE FOR

DELINEATION OF AREA THAT DOES

NOT REQUIRE TOPSOIL STRIPPING

AND RESPREAD

DASHED LINE FOR

DELINEATION OF AREA THAT DOES

NOT REQUIRE TOPSOIL STRIPPING

AND RESPREAD

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. CONTRACTOR SHALL BE RESPONSIBLE FOR

ENSURING ALL TOPSOIL REQUIREMENTS OF NPDES

GENERAL PERMIT NO. 2 ARE MET.

5. NOTE THAT THE PROPOSED GRAVEL DRIVE, GRAVEL

HOME CONSTRUCTION AREA AND SALLY PORT

AREA (SEE DASHED LINE ON THIS SHEET) DO NOT

NEED TO BE STRIPPED AND RESPREAD.

CONTRACTOR DID NOT RESPREAD TOPSOIL IN

THESE AREAS AND THEY WILL REQUIRE GRADING,

COMPACTION AND THE PCC OR GRAVEL SECTION

INSTALLED AS SEEN IN DETAILS 2 & 4 ON SHEET

C6.1. ALL OTHER AREAS NEEDING GRAVEL,

SIDEWALK, FENCE MAINTENANCE STRIP OR FLUME

WILL REQUIRE STRIPPING OF TOP SOIL OR ROCK.

6. ALL EXCESS SOIL FROM STRIP AND RESPREAD TO BE

STOCKPILED NORTH OF PROJECT AREA,

CONTRACTOR TO COORDINATE WITH OWNER FOR

LOCATION.

DESCRIPTION:DATE:#

ISSUE:

100% Bid Documents

PROJECT:

DATE:

PROJECT NO.:

State of Iowa

Newton Correctional Facility Iowa Prison Industries Phase II Perimeter Fence

Newton, Iowa

07/02/2026

02401959.001

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

DAS NO.:

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

DAS NO.:

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

-2

G\ C3

G 7/1

/20

:56

:15 A

M GRAPHIC SCALE

030 15 30 60 C3.1

SALLYPORT & PARKING

GRADING PLAN

BISHOP

LCR

EARTHWORK VOLUME:

CUT VOLUME: 240 CY

FILL VOLUME: 3,440 CY

NET: 3,200 CY (FILL)

9239.04

BID PACKAGE NOTES:.

1. FOR DELINEATION OF BID PACKAGES

BP-01 & BP-02, SEE SHEET C2.2

DESCRIPTION:DATE:#

ISSUE:

100% Bid Documents

PROJECT:

DATE:

PROJECT NO.:

State of Iowa

Newton Correctional Facility Iowa Prison Industries Phase II Perimeter Fence

Newton, Iowa

07/02/2026

02401959.001

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

DAS NO.:

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

DAS NO.:

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

DAS NO.:

L:\

\23

-2

G\ C6

ILS

.D W

G 7/1

/20

:58

:48 A

GRANULAR SURFACE SECTION

MIN. 12" (2 - 6" LAYERS)

COMPACTED COHESIVE

SUBGRADE FOR ALL

PAVEMENTS

8" - CLASS A

ROAD STONE

TENSAR HX145

GEOGRID

BACKFILL W/ MIN 6" TOPSOIL

GRADE TRANSITION TO

GRAVEL DRIVE

C6.1

DETAILS

BISHOP

LCR

NOT TO SCALE

PCC SIDEWALK PAVING DETAIL

12" COMPACTED

SUBGRADE

95% STD PROCTOR

5" P.C.C.

(C4 MIX)

2-6" LIFTS

C6.1

WIDTH PER PLAN

9239.04

NOT TO SCALE

STD. P.C.C. PAVING DETAIL

12" COMPACTED

SUBGRADE

95% STD PROCTOR

8" P.C.C.

(C4 MIX - REINFORCED)

2-6" LIFTS

C6.1

WIDTH PER PLAN

V-NOTCH FLUME DETAIL1

C6.1

NOT TO SCALE

2' BOTTOM 2'2'

5" PCC (C4 MIX)

3" HEIGHT

SECTION A-A DETAIL

SCALE NONE

C6.1

8" REINFORCED PCC

(SALLYPORT OR SLIDE GATE PAD

- SEE SHEET C2.1)

SUBGRADE PREP

SEE OTHER DETAILS

12" MIN

2" M

N (U

POROUS BACKFILL

(IOWA DOT SPEC 4131

OR EQUAL)

NOTE: CONTRACTOR SHALL INSTALL SUBDRAIN

SUCH THAT NO LOW SPOTS EXISTS. MINIMUM

DEPTHS MAY BE ADJUSTED TO MAINTAIN SLOPE.

6" MODIFIED

SUBBASE

4" PERFORATED

DRAIN TILE

1' MIN

FROM EDGE OF PAVEMENT

6" MODIFIED

SUBBASE

5" DEPTH PCC SIDEWALK

8" DEPTH REINFORCED P.C.C. SALLYPORT

12" COMPACTED

SUBGRADE

95% STD PROCTOR

2-6" LIFTS

6" MODIFIED

SUBBASE

WIDTH PER PLAN

WIDTH PER PLAN5"

6" MODIFIED

SUBBASE

SECTION B-B DETAIL

SCALE NONE

C6.1

6" MODIFIED

SUBBASE

II II

U/E U/E

U/E

EM A/C

Y A DR

36"

774773

773772

772 774

776 77

772 772

773 77

776 776

F/ O

F/O

EX BUILDING

FF=774.00

U/E

S S F/O

F/ O

F/O

F/ O

F/O

SAN 8"

SAN 6"

N 6"

W W

G G

O/E

O/E O/E

O/E

EX BUILDING

O/E

OVERHEAD ELEC ℄

H Y

U/E

ELEC

SEED AREA

CONTRACTOR OUTHOUSE, DUMPSTER &

CONC. WASHOUT

(REF. DETAILS ON THIS SHEET)

SILT FENCE (TYP)

TEMP INLET PROTECTION (TYP)

SILT FENCE (TYP)

SEED ALL AREAS

DISTURBED BY

CONSTRUCTION

ACTIVITIES

SEED ALL AREAS

DISTURBED BY

CONSTRUCTION

ACTIVITIES

SEED ALL AREAS

DISTURBED BY

CONSTRUCTION

ACTIVITIES SEED AREA

SEED ALL AREAS

DISTURBED BY

CONSTRUCTION

ACTIVITIES

DESCRIPTION:DATE:#

ISSUE:

100% Bid Documents

PROJECT:

DATE:

PROJECT NO.:

State of Iowa

Newton Correctional Facility Iowa Prison Industries Phase II Perimeter Fence

Newton, Iowa

07/02/2026

02401959.001

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

DAS NO.:

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

DAS NO.:

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

DAS NO.:

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

L:\

\23

-2

G\ C7

G 7/1

/20

:59

:21 A

GRAPHIC SCALE

080 40 80 160

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. CONCRETE WASHOUT SHALL MEET SUDAS

SPEC 11050.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARY 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. 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.

11. CONTRACTOR SHALL PROVIDE APPROPRIATE CONTROLS TO PREVENT DISCHARGES FROM ANY AND ALL

DEWATERING ACTIVITIES.

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

13. 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.

14. 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

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.

C7.1

SEEDING & EROSION

CONTROL

BISHOP

LCR

LANDSCAPE NOTES:

1. ALL SODDING/SEEDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE URBAN

STANDARD SPECIFICATIONS, UNLESS SPECIFIED OTHERWISE.

2. SOD/SEED ALL DISTURBED AREAS WITHIN THE CONTRACT LIMITS, UNLESS NOTED OTHERWISE. SOD/SEED LIMITS SHOWN ON PLAN ARE FOR REFERENCE ONLY. FINAL LIMITS MAY CHANGE BASED ON CONSTRUCTION ACTIVITIES.

3. STAKE SOD ON ALL SLOPES 3 : 1 OR GREATER.

4. PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE, THE DRAWING SHALL PREVAIL IF A CONFLICT OCCURS.

5. ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY

STOCK (ANSI Z60.1).

6. CONTRACTOR SHALL WARRANTY ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF INITIAL

ACCEPTANCE.

7. FOR WARRANTY PURPOSES, THE DATE OF INITIAL ACCEPTANCE SHALL BE SUBMITTED IN WRITING TO THE OWNER AND/OR OWNER'S REPRESENTATIVE AFTER ALL PLANT MATERIALS HAVE BEEN INSTALLED AND REVIEWED BY OWNER OR OWNER'S REPRESENTATIVE. PLANT MATERIALS WILL ONLY BE ACCEPTED IF THEY ARE IN AN ALIVE AND

THRIVING CONDITION.

8. CONDITIONAL ACCEPTANCE OF PLANT MATERIAL MAY BE GIVEN FOR PLANTS INSTALLED IN A DORMANT CONDITION WITH INITIAL ACCEPTANCE OCCURRING THE FOLLOWING SPRING ONCE THEY ARE SHOWN TO BE ALIVE AND

THRIVING.

9. IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANT MATERIAL PRIOR TO THE COMPLETION OF THE CONTRACT. IDENTIFICATION TAGS (INCLUDING SIZING INFORMATION) MUST BE

LEFT ON UNTIL AFTER ACCEPTANCE BY OWNER OR OWNER'S REPRESENTATIVE.

10. CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES, SHRUBS AND GROUND COVER

BEDS TO A DEPTH OF 4 INCHES, UNLESS NOTED.

11. STAKING AND GUYING OF TREES SHALL BE AT THE DISCRETION OF THE CONTRACTOR BASED ON CURRENT ACCEPTED NURSERY STANDARDS. GENERALLY, TREES IN LARGE OPEN AREAS SUBJECT O SIGNIFICANT WIND SHALL BE STAKED. STAKE AND WRAP TREES IMMEDIATELY AFTER PLANTING. CONTRACTOR SHALL ADJUST AND MAINTAIN GUYING TENSION THROUGHOUT THE PLANT ESTABLISHMENT PERIOD. REMOVE ALL STAKES AND GUY

WIRES NO MORE THAN ONE YEAR AFTER INSTALLATION.

12. THE LANDSCAPING CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BEFORE STARTING ANY SITE WORK OR PLANTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES.

13. NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECT.

14. ALL EDGING SHALL BE DURAEDGE 3/16" STEEL EDGING - COLOR BLACK, OR APPROVED EQUAL..

15. CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTS

FOR A PERIOD OF 30 DAYS.

16. ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL BE MULCHED WITH 4" THICK SHREDDED HARDWOOD MULCH.

14. ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL INCORPORATE TYPAR 3301 NONWOVEN LANDSCAPE FABRIC

(OR SIMILAR) AND 3" THICK LAYER OF WASHED RIVER ROCK (1.5" NOMINAL SIZE).

15. ALL BEDS TO RECEIVE GRANULAR PRE-EMERGENT WEED CONTROL BEFORE AND AFTER MULCH/ROCK IS

INSTALLED.

9239.04

BID PACKAGE NOTES:.

1. FOR DELINEATION OF BID PACKAGES

BP-01 & BP-02, SEE SHEET C2.2

VERTICAL COIL OF CONCERTINA

WIRE - PROVIDE AT EACH

INTERIOR CORNER OF

PERIMETER FENCES (TYPICAL)

QTY. (3) HORIZONTAL COILS

OF CONCERTINA WIRE EXTEND

ALONG ENTIRE INTERIOR FACE

OF PERIMETER FENCES

(TYPICAL)

QTY. (1) HORIZONTAL COIL OF CONCERTINA WIRE

AT TOP OF FENCE - EXTEND ALONG ENTIRE

EXTERIOR FACE OF PERIMETER FENCE

EXTERIOR PERIMETER FENCE

TYPICAL CONCERTINA WIRE CONNECTIONS:

- SECURE TO FENCE FABRIC w/ BULL RINGS

- SECURE COILS TO EACH OTHER w/ HOG RINGS

25'-0"

30'-0"

MIN

25'-0"

1275'-9"

'-0

25'-0"

30'-0"

MIN

EXISTING HEATED

PRODUCTION BUILDING

EXISTING ASPHALT ROAD

NEW 12'-0" HIGH CHAINLINK FENCE

w/ CONCERTINA WIRE

FUTURE 12'-0" HIGH CHAINLINK

FENCE w/ CONCERTINA WIRE

(TYPICAL)

25'-0" BUILDING SETBACK

FROM FUTURE INTERIOR

FENCE LINE (TYPICAL)

OVERHEAD POWER

LINES SETBACK

EXISTING OVERHEAD

HIGH-VOLTAGE POWER

LINES (CENTERLINE)

1123'-3"

246'-0"

107° 135°

117°

25'-0"

EXISTING STORAGE

BUILDING - TO REMAIN

EXISTING OFFICE

BUILDING - TO REMAIN

SALLY PORT

55'-7"55 '-7

198'-9"

135'-0"

154°

268'-11"

0'-

12'-0" HIGH CHAINLINK FENCE

w/ CONCERTINA WIRE (TYPICAL)

FUTURE 12'-0" HIGH CHAINLINK FENCE

w/ CONCERTINA WIRE (TYPICAL)

25'-0" BUILDING SETBACK FROM FUTURE

INTERIOR FENCE LINE (TYPICAL)

7°

GATE G04: SWINGING CHAINLINK

- SEE SCHEDULE

GRAVEL PARKING

- SEE CIVIL DWGS.

'-0

EXISTING WAREHOUSE

BUILDING - TO REMAIN

115'-0"

31'-2"

50'-0"

LEAVE 50'-0" WIDE OPENING IN FENCE FOR FACILITY

USAGE DURING CONSTRUCTION. OPENING SHALL

BE FILLED AS DETAILED ONCE SALLY PORT HAS

BEEN DEEMED FULLY OPERATIONAL

'-0

AC1.1

STORM WATER POLLUTION PREVENTION PLAN GENERAL NOTES:

1. ADDITIONAL MEASURES TO MEET THE REQUIREMENTS OF THE SWPPP AND

CHANGING SITE CONDITIONS MAY BE NEEDED.

2. ALL POLLUTION PREVENTION MEASURES REQUIRED, AS A RESULT OF

CONSTRUCTION ACTIVITIES, ARE THE RESPONSIBILITY OF THE CONTRACTOR.

THE CONTRACTOR SHALL TAKE ALL ACTIONS NECESSARY FOR INSTALLATION

OF CONTROL MEASURES FOR COMPLIANCE WITH PERMIT REQUIREMENTS.

3. ALL AREAS DISTURBED BY CONSTRUCTION SHALL NOT BE ALLOWED TO STAND

BARREN FOR MORE THAN 14 DAYS. DISTURBED AREAS SHALL BE SEEDED OR

MULCHED FOR TEMPORARY EROSION CONTROL UNTIL THE PERMANENT

SURFACE IS IN PLACE. PERMANENT SURFACES INCLUDE BUILDING, PAVEMENT,

GRANULAR SURFACE, OR LAWN.

4. WASHOUT FACILITIES SHALL BE A MINIMUM OF 50' FROM STORM DRAIN INLETS

OR DRAINAGE WAYS.

5. SIGNAGE SHALL BE PROVIDED AT SITE TO IDENTIFY FACILITY.

6. INSPECTOR SHALL MEET IDNR AND EPA REQUIREMENTS FOR ALL INSPECTION

INCLUDING BUT NOT LIMITED TO DISTURBED AREAS, TRACK OUT, ENTRANCE,

DISCHARGE POINTS AND STORAGE AREAS.

7. MODIFICATIONS TO THE SWPPP SHALL BE IMPLEMENTED WITHIN 7 CALENDAR

DAYS FOLLOWING THE INSPECTION.

8. THE INSPECTION REPORTS SHALL INCLUDE THE INSPECTORS QUALIFICATIONS.

9. ANY CONTRACTOR PERFORMING LAND DISTURBING ACTIVITIES WILL SIGN A

CONTRACTORS CERTIFICATION STATEMENT PRIOR TO BEGINNING WORK AT

THE SITE. ALL CERTIFICATIONS SHALL BE INCLUDED IN THE SWPPP.

DEMOLITION NOTES:

1. EXISTING STRUCTURE AND ADJACENT PAVEMENT TO REMAIN. PROTECT DURING

CONSTRUCTION.

2. EXISTING UTILITIES TO REMAIN. COORDINATE ANY NECESSARY ADJUSTMENTS

WITH THE UTILITY SERVICE PROVIDER AND OWNER. CONTRACTOR SHALL BE

RESPONSIBLE OR DETERMINING THE EXISTENCE, EXACT LOCATION AND DEPTH

OF UTILITIES IN PROXIMITY OF PROPOSED WORK PRIOR TO CONSTRUCTION.

3. REMOVE/MODIFY EXISTING GRAVEL-SURFACE ACCESS DRIVE AS REQUIRED FOR

NEW CONSTRUCTION. COORDINATE RELOCATION OF EXISTING MATERIALS WITH

CONSTRUCTION OF NEW CONCRETE PAVED ACCESS DRIVE.

GENERAL SITE NOTES:

1. ALL SITE WORK SHALL COMPLY WITH THE STATEWIDE URBAN STANDARD

SPECIFICATIONS FOR PUBLIC IMPROVEMENTS (SUDAS).

2. CONTRACTOR SHALL ADJUST ALL UTILITIES TO THE FINISH GRADE. UTILITY

ADJUSTMENTS SHALL BE INCLUDED IN THE BID FOR GRADING.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL

UTILITIES. ANY DAMAGE TO SAID UTILITIES SHALL BE REPAIRED AT THE

CONTRACTOR'S 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. 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.

6. THE OWNER'S GEOTECHNICAL ENGINEER SHALL MONITOR THE GRADING OF

THE PAVEMENT SUBGRADE, AND PROVIDE DENSITY TESTS. THE GEOTECHNICAL

ENGINEER SHALL INSPECT THE FINISHED SUBGRADE PRIOR TO PAVING TO

DETERMINE IF ADDITIONAL WORK IS REQUIRED. SOILS TEST RESULTS SHALL BE

SUBMITTED TO AND APPROVED BY THE CONTRACTOR PRIOR TO ANY

CONSTRUCTION.

7. SITE CONTOURS SHOWN ARE EXISTING GRADES. MINOR GRADING SHALL BE

PERFORMED TO ACCOMMODATE INSTALLATION OF PERIMETER FENCE

COMPONENTS.

8. CONTRACTOR SHALL CONTACT OWNER 48 HOURS PRIOR TO CONSTRUCTION.

9. CONTRACTOR SHALL PICK UP ANY DEBRIS SPILLED ONTO THE ADJACENT

PROPERTY AND RIGHT OF WAY AS THE RESULT OF CONSTRUCTION.

10. CONTRACTOR TO OBTAIN ANY AND ALL NECESSARY PERMITS FOR THIS

PROJECT.

11. THIS SITE WILL BE DISTURBED DURING DEMOLITION, TREE CLEARING, FENCE

INSTALLATION, OR OTHER CONSTRUCTION ACTIVITIES. ANY PROPERTY

DISTURBED BY THIS CONSTRUCTION PROJECT SHALL BE RESTORED TO

ORIGINAL CONDITION. PREPARE SEEDBED, FERTILIZE, AND SEED IN

ACCORDANCE WITH SUDAS SPECIFICATIONS.

PAVING NOTES:

1. ALL PAVING WORK SHALL COMPLY WITH THE STATEWIDE URBAN STANDARD

SPECIFICATIONS FOR PUBLIC IMPROVEMENTS (SUDAS).

2. THE PAVING CONTRACTOR SHALL BACKFILL THE PAVING SLAB AND FINE GRADE

AREAS DISTURBED BY NEW CONSTRUCTION AS SOON AFTER THE PAVING AS

POSSIBLE. DISTURBED LANDSCAPED AREAS SHALL BE SEEDED IN ACCORDANCE

WITH THE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.

3. SAWCUT NEW PAVEMENT INTO SQUARES BETWEEN APPROXIMATELY 12' X 12'

AND 15' X 15'. LENGTH SHALL NOT EXCEED 150% OF WIDTH.

4. PLACE 1/2" EXPANSION JOINT MATERIAL (FIBERBOARD) AROUND ALL

STRUCTURES (MANHOLES, JUNCTION BOXES, POLES, BOLLARDS, ETC.) IN

PAVEMENT; NEXT TO BUILDING, AND ALONG ADJACENT SIDEWALKS.

5. CONTRACTOR TO PROVIDE SAWCUT JOINTING PLAN TO OWNER OR OWNER'S

REPRESENTATIVE PRIOR TO ANY CONCRETE PAVEMENT INSTALLATION.

6. PAVEMENT MAY BE REQUIRED TO BE REMOVED AND REPLACED IF PLACED

WITHOUT AN APPROVED JOINTING PLAN.

7. LONGITUDINAL JOINTS IN DRIVE LANES SHALL BE TYPE "CD" CONTRACTION

JOINTS AND HAVE STEEL. PROVIDE 36" LONG #4 BARS AT 30" CENTERS.

SECURITY FENCE NOTES:

1. SECURITY FENCE MATERIALS:

· RAZOR TAPE: 30" DIAMETER STAINLESS STEEL BARBED TAPE 51 LOOP 5-CLIP

25 FT STAINLESS STEEL CORE WIRE.

· CONCERTINA (DANNERT) WIRE: BARBED TAPE ASTM F 1910 430 STAINLESS

STEEL, .025 INCH (.6MM) THICK X 1 INCH (25MM) WIDE PRIOR TO FORMING, DIE

STAMPED TO PRODUCE 4 BARBED POINTS AT 4 INCHES (100MM) ON CENTER.

TAPE COLD CLENCHED OVER STAINLESS STEEL CORE WIRE WITH MINIMUM

TENSILE STRENGTH OF 220,000 PSI (1,517MPA). 1.2 INCH (30.5MM) MINIMUM

LENGTH FOR EACH BARB CONCERT IN A 5-CLIP CONFIGURATION. 30 INCH

(750MM) COIL.

·· EACH ROLL OF RAZOR WIRE SHALL CONSIST OF 51 CONTINUOUS LOOPS,

WITH ADJACENT LOOPS CLIPPED AT 5 EQUALLY SPACED LOCATIONS

AROUND THE CIRCUMFERENCE TO PROVIDE CONCERTINA EFFECT. LOOP

SPACING SHALL BE 12" (+/- 2"), FOR AN ERECTED LENGTH OF 25FT

(+/- 2FT.) THESE CLIPS ARE INSTALLED IN SUCH A FASHION, AS TO

PREVENT THE SLIPPING OF ONE LOOP PAST ANOTHER.

· BULL RINGS: FABRICATED FROM .065"X .375" AISI T 430 STAINLESS STEEL,

THAT ARE CAPABLE OF WITHSTANDING A MINIMUM LOAD OF 200 LBS.

2. RAZOR TAPE/CONCERTINA WIRE SHALL BE INSTALLED ON THE TOP OF EACH

FENCE LINE. PROVIDE QTY. (3) HORIZONTAL ROLLS OF CONCERTINA WIRE ON

THE INTERIOR FACE OF EACH PERIMETER FENCE LINES AND QTY. (1) ON THE

EXTERIOR FACE ON THE TOP. SECURE HORIZONTAL ROLLS AT THE BOTTOM,

MIDDLE AND JUST BELOW THE TOP ROLL OF RAZOR TAPE WITH CONCERTINA

BULL RINGS TO THE FENCE.

3. INSIDE CORNER INSTALLATIONS:

· INSTALL ADDITIONAL CONCERTINA WIRE (AKA DANNERT WIRE) AT EVERY

CORNER AROUND THE COMPLEX AS NOTED.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 13, 2026.