RFB922300-02 - CCF Kitchen And Laundry - Drawings (1 of 3).pdf

PROJECT NO.: DATE:

PROFESSIONAL REGISTRATIONS

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IMAGE © < COPYRIGHT NOTICE >

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CLARINDA CORRECTIONAL FACILITY - KITCHEN &

LAUNDRY ADDITION

STATE OF IOWA DEPARTMENT OF CORRECTIONS

2000 N 16TH ST, CLARINDA, IA 51632

02/09/2024

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BID SET

02/09/2024

ARCHITECT:

FARNSWORTH GROUP

14225 University Ave Ste 110 Waukee, IA 50263

ENGINEERS:

BISHOP ENGINEERING

3501 104th St, Urbandale, IA 50322

KPFF CONSULTING ENGINEERS

604 Locust St Ste. 202 Des Moines, IA 50309

IMEG

2882 106th St Des Moines, IA 50263

RIPPE ASSOCIATES

10400 Yellow Circle Drive Ste 100 Minneapolis, MN 55343

CONSULTANT:

CLARINDA CORRECTIONAL FACILITY

200 N. 16TH St, Clarinda, IA 51632

ROBERT C.

RIDGWAY

07570

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* IO W A *

T ROBERT C. RIDGWAY Date

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

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

Signature:

License Expires:

Pages or sheets covered by this seal:

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION

AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER

THE LAWS OF THE STATE OF IOWA

NATHAN T. KRESS (DATE)

MY LICENSE RENEWAL DATE IS DECEMBER 31, 2025

PAGES OR SHEETS COVERED BY THIS SEAL

NATHAN T.

KRESS

21136

PROFESSIONAL

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I OWA S SERIES STRUCTURAL

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE

OF IOWA.

DATE

MY LICENSE EXPIRATION DATE IS: 12/31/2025

PAGES OR SHEETS COVERED BY THIS SEAL:

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KRISTEN

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KRISTEN SPINA

E SERIES ELECTRICAL AND T SERIES TECHNOLOGY

DRAWINGS

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE

OF IOWA.

DATE

MY LICENSE EXPIRATION DATE IS: 12/31/2025

PAGES OR SHEETS COVERED BY THIS SEAL:

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PROFESS IONA

P20825

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ERIC J.

HENDERSON

ERIC J. HENDERSON

M SERIES MECHANICAL, P SERIES PLUMBING AND F SERIES

FIRE PROTECTION DRAWINGS

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

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23468

SUNDERMAN

SETH

V.

SIGNED: DATE:

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY

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

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

PAGES OR SHEETS COVERED BY THIS SEAL:

SETH V. SUNDERMAN, P.E. 23468

LICENSE RENEWAL DATE: DEC. 31, 2025

G SERIES GENERAL, LS SERIES LIFE SAFETY

AND A SERIES ARCHITECTURAL

02/06/2024

02/06/2024

2/6/2024

2/6/2024

2/6/2024

June 30, 2025

EXPOSED

PLUMBING AT

BARRIER

FREE

LAVATORIES

SHALL BE

INSULATED

LEVER OPERATING

CONTROLLED

SOAP DISPENSER

NOTE: SINKS IN COUNTERS TO BE

MOUNTED WITH RIM NO MORE

THAN 2'-10" HIGH AND WITH AT

LEAST 2'-3" KNEE CLEARANCE.

CLEAR

TYPICAL ACCESSIBLE

CLEARANCE AT LAVATORY

TYPICAL ACCESSIBLE

LAVATORY AND MIRROR

1'-3" 1'-3"

M

IN

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MIN

8"

MIN

11"

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IN9

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IN

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IN

M A

X

17" MIN

4'-0" MAX TO

HIGHEST OPERABLE

POINT - IF FIRE

EXTINGUISHER

OVER 40 LBS

3'-6" MAX HT.

FIRE EXTINGUISHER

CABINET

WALL PROTECTION

BUMPER GUARD

HANDRAIL

OR DOOR FRAME

3" TO CORNERGUARD

CORNER GUARD

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MOP BASIN

MOP SHELF

TYPICAL JANITORS CLOSET

4'-0" MIN

4'-0" MIN

4'-0"x4'-0" FRP

PANELS, EACH WALL

1-1/2"

DIAMETER

GRAB BAR

TOILET

TISSUE

DISPENSER

SANITARY

NAPKIN

DISPOSAL

TOILET

FIXTURE

TOILET

FIXTURE

TOILET

TISSUE

DISPENSER

1-1/2"

DIAMETER

GRAB BAR

ACCESSIBLE TOILET 16" - 18"

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60" MIN.

36" MIN. 6"

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IP

MAX.

12" 42" MIN.

28"

60" MIN.

7"-9"

54" MIN.

24" MIN.

MIN.

12"

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IN

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A X

PAPER TOWEL DISPENSER/

WASTE RECEPTACLE

NOTES:

1. FIXTURES SHOWN ARE FOR REFERENCE ONLY AND ARE NOT PROJECT SPECIFIC. SEE PLUMBING DRAWINGS AND SCHEDULES FOR

FIXTURE TYPES.

2. MOUNTING HEIGHTS ARE TO BE COMPLIANT WITH 2010 ADA AND ICC/ANSI A117.1-2007. PROVIDE ALL NECESSARY CONCEALED

BLOCKING AND REINFORCEMENT FOR THE SECURE INSTALLATION OF ALL EQUIPMENT AND ACCESSORIES.

3. EXPOSED PLUMBING BARRIER FREE LAVATORIES MUST BE INSULATED OR OTHERWISE CONFIGURED TO ELIMINATE POSSIBLE

CONTACT.

4. SEE TOILET ACCESSORY SCHEDULE AND RESTROOM ELEVATIONS, A8.1

PAPER TOWEL

DISPENSER

2'-0" AT SIDEWALLS

AT COUNTER SINKS

1'-6" AT SIDEWALLS

AT LAVATORY

A. REFER TO GENERAL INFORMATION SHEETS FOR SYMBOLS AND ABBREVIATIONS.

B. WALLS TO BE REMOVED SHALL BE FROM FLOOR TO STRUCTURE ABOVE UNLESS

OTHERWISE INDICATED AND SHALL INCLUDE ALL MECHANICAL, ELECTRICAL,

ETC. PREPARE ALL DISTURBED AREAS FOR NEW CONSTRUCTION.

C. DO NOT SCALE DRAWINGS TO DETERMINE DIMENSIONS. IF A REQUIRED

DIMENSION IS NOT INDICATED, CONTACT THE ARCHITECT FOR DETERMINATION.

D. THE CONTRACTOR SHALL NOT CUT STRUCTURAL MEMBERS/ELEMENTS IN A

MANNER RESULTING IN A REDUCTION OF LOAD CARRYING CAPACITY OR

LOAD/DEFLECTION RATIO.

E. PAINT ALL STEEL DOORS, DOOR FRAMES, INTERIOR BORROW LITE FRAMES,

LINTELS AND OTHER EXPOSED METAL ITEMS UNLESS OTHERWISE NOTED OR

SHOWN.

F. EXISTING CONDITION INFORMATION SHOWN WITHIN THE PROJECT AREA IS

BASED ON FIELD OBSERVATION AND EXISTING DRAWING DOCUMENTATION. ALL

EXISTING CONDITION INFORMATION SHOWN OUTSIDE THE PROJECT AREA IS

PROVIDED FOR REFERENCE ONLY AND HAS NOT BEEN FIELD VERIFIED.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS

PRIOR TO BEGINNING ANY NEW WORK AND SHALL BRING AND DISCREPANCIES

TO THE ATTENTION OF THE DESIGN PROFESSIONAL PRIOR TO DEMOLITION AND

CONSTRUCTION.

G. STORAGE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS IS UNDERSTOOD TO

NOT BE WITHIN THE BUILDING. STORAGE OF ANY MATERIAL IS TO BE IN

COMPLIANCE WITH ALL APPLICABLE CODES AND AUTHORITIES HAVING

JURISDICTION.

PROJECT GENERAL NOTES

THE FOLLOWING SYSTEMS ARE A DESIGN/BUILD RESPONSIBILITY OF THE

CONTRACTOR OR PRODUCT MANUFACTURER AND WILL REQUIRE THE DEFERRED

SUBMITTAL OF DESIGN WORK TO THE CITY OF CLARINDA & STATE OF IOWA FOR PLAN

REVIEW AND PERMITTING:

1. FIRE SPRINKLER SYSTEMS

2. FIRE ALARM SYSTEMS

DEFERRED SUBMITTALS

NOTES:

1. REF CIVIL DWGS FOR SITE LAYOUT AND CONSTRUCTION PREP AREAS

2. ZONE A: CONSTRUCTION ZONE

3. ZONE B: RESTRICTED CONSTRUCTION ZONE WITH TOOL CONTROL

ZONE A

ZONE B

REFERENCE SECTION 00 2113 AND 00 4100 OF THE PROJECT MANUAL FOR THE

SCHEDULE OF BID ALTERNATES TO BE INCLUDED WITH THE BID PACKAGE

BID ALTERNATES

ALTERNATE NO. 1:

ALTERNATE NO. 2:

BASE BID CONDITION: PROVIDE ROUGH-IN MECHANICAL, ELECTRICAL AND PLUMBING

RESOURCES FOR FUTURE LAUNDRY EQUIPMENT. SEE MEP DWGS FOR SPECIFIC

EXTENTS. PROVIDE INFILL PARTITIONS AT ALL DRYER EQUIPMENT LOCATIONS. REF.

SHEET A1.1, ELEVATION 16/A8.1, AND PARTITION TYPE T2.

ALTERNATE BID CONDITION: PROVIDE LAUNDRY EQUIPMENT AND ALL RELATED

MECHANICAL, ELECTRICAL AND PLUMBING NEEDS FOR AN OPERABLE SYSTEM.

PROVIDE COMPLETE INSTALLATION OF WASHERS & DRYERS AND EQUIPMENT

OPENING SURROUNDS AS NOTED IN 17/A8.1. REF MEP DWGS.

BASIS OF DESIGN MANUFACTURER & MODEL NUMBERS ARE LISTED BELOW.

SUBSTITUTIONS SHALL BE APPROVED PRIOR TO BID BY ARCHITECT.

WASHER UNIT: MILNOR; MODEL: 36026 V5J

DRYER UNIT: MILNOR; MODEL: M122

CHEMICAL DISPENSING SYSTEM: PROVIDED BY OWNER

• MANUFACTURER: SEKO; UNIT: OPL ADVANTAGE - MULTI WASHER SYSTEM

• ROUGH-INS PROVIDED BY CONTRACTOR

BASE BID CONDITION: PROVIDE KITCHEN EQUIPMENT AS NOTED IN FSE DOCUMENTS

WITH THE EXCEPTION OF NOTED ALTERNATE BAKERY EQUIPMENT. PROVIDE ALL

ROUGH-INS TO NOTED ALTERNATE BAKERY EQUIPMENT BUT DO NOT PROVIDE

INSTALLATION OR HOOKUP SERVICES.

ALTERNATE BID CONDITION: PROVIDE ALL NOTED ALTERNATE BAKERY EQUIPMENT

AND FULL INSTALLATION OF ALL EQUIPMENT.

DATE:

DRAWN:

REVIEWED:

SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

RFB922300-02

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GENERAL

INFORMATION

KDV

KDV

0240202.00

CLARINDA

CORRECTIONAL

FACILITY - KITCHEN &

LAUNDRY ADDITION

STATE OF IOWA DEPARTMENT

OF CORRECTIONS

2000 N 16TH ST, CLARINDA, IA

51632

02/09/2024

KDV

BID SET

SCALE: 3/8" = 1'-0"

STANDARD MOUNTING HEIGHTS

DRAWING LIST

GENERAL

G0.1 GENERAL INFORMATION

LS1.1 FIRST FLOOR LIFE SAFETY

CIVIL

C0.1 CIVIL INFORMATION

C1.1 EX. CONDITIONS & DEMO PLAN

C2.1 LAYOUT PLAN

C3.1 GRADING PLAN

C4.1 UTILITY PLAN

C5.1 LANDSCAPE PLAN

C6.1 DETAILS SHEET

C6.2 DETAILS SHEET

C7.1 SWPPP

STRUCTURAL

S0.1 STRUCTURAL NOTES

S1.1 FOUNDATION PLAN - AREA 'A'

S1.2 FOUNDATION PLAN - AREA 'B'

S1.3 LOW ROOF FRAMING PLAN - AREA 'A'

S1.4 LOW ROOF & SECOND FLOOR FRAMING PLAN - AREA 'B'

S1.5 PENTHOUSE ROOF FRAMING & PRECAST SHEAR WALL LOCATIONS PLANS

S2.1 STRUCTURAL FRAMING ELEVATIONS & DETAILS

S5.1 STRUCTURAL DETAILS

S5.2 STRUCTURAL DETAILS

S5.3 STRUCTURAL DETAILS

S5.4 STRUCTURAL DETAILS

S5.5 STRUCTURAL DETAILS

ARCHITECTURAL

A0.1 GENERAL INFORMATION

AD1.1 DEMOLITION PLANS

A1.1 LEVEL 1 FLOOR PLAN - AREA 'A'

A1.2 LEVEL 1 FLOOR PLAN - AREA 'B'

A1.3 LEVEL 2 FLOOR PLAN

A2.1 ROOF PLAN - AREA 'A'

A2.2 ROOF PLAN - AREA 'B'

A3.1 EXTERIOR ELEVATIONS

A4.1 BUILDING SECTIONS

A5.1 WALL SECTIONS

A5.2 WALL SECTIONS

A5.3 DETAILS

A6.1 VERTICAL CIRCULATION PLANS, SECTIONS AND DETAILS

A7.1 PARTITION TYPES

A7.2 DOOR SCHEDULE, ELEVATIONS AND DETAILS

A8.1 INTERIOR ELEVATIONS, ENLARGED PLANS & CASEWORK DETAILS

A9.1 FIRST FLOOR REFLECTED CEILING PLAN - AREA 'A'

A9.2 FIRST & SECOND FLOOR REFLECTED CEILING PLAN - AREA 'B'

A9.3 FIRST FLOOR FINISH PLAN

FOODSERVICE

FS100 FOODSERVICE EQUIPMENT OVERALL PLAN

FS101 FOODSERVICE EQUIPMENT PLAN AND SCHEDULE - AREA 1

FS102 FOODSERVICE EQUIPMENT PLAN AND SCHEDULE - AREA 2

FS103 FOODSERVICE EQUIPMENT PLAN AND SCHEDULE - AREA 3

FS200 FOODSERVICE EQUIPMENT ELEVATIONS AND SECTIONS

FS201 FOODSERVICE EQUIPMENT ELEVATIONS AND SECTIONS

FS202 FOODSERVICE EQUIPMENT ELEVATIONS AND SECTIONS

FS203 FOODSERVICE EQUIPMENT ELEVATIONS AND SECTIONS

FS300 FOODSERVICE EQUIPMENT SPECIAL CONDITIONS DETAILS AND PLAN - AREA 1

FS301 FOODSERVICE EQUIPMENT SPECIAL CONDITIONS PLAN - AREA 2

FS302 FOODSERVICE EQUIPMENT SPECIAL CONDITIONS PLAN - AREA 3

FS400 FOODSERVICE EQUIPMENT STANDARD DETAILS

FS401 FOODSERVICE EQUIPMENT STANDARD DETAILS

FS402 FOODSERVICE EQUIPMENT STANDARD DETAILS

FSE100 FOODSERVICE EQUIPMENT ELECTRICAL SCHEDULE & DETAILS

FSE101 FOODSERVICE EQUIPMENT ELECTRICAL DETAILS - UDS #41A

FSE102 FOODSERVICE EQUIPMENT ELECTRICAL DETAILS - UDS #41B

FSE103 FOODSERVICE EQUIPMENT ELECTRICAL DETAILS - UDS #150

FSE104 FOODSERVICE EQUIPMENT ELECTRICAL DETAILS - UDS #150

FSE105 FOODSERVICE EQUIPMENT ELECTRICAL DETAILS - UDS #150

FSE106 FOODSERVICE EQUIPMENT ELECTRICAL PLAN - AREA 1

FSE107 FOODSERVICE EQUIPMENT ELECTRICAL PLAN - AREA 2

FSE108 FOODSERVICE EQUIPMENT ELECTRICAL PLAN - AREA 3

FSM100 FOODSERVICE EQUIPMENT MECHANICAL SCHEDULE

FSM101 FOODSERVICE EQUIPMENT MECHANICAL DETAILS

FSM102 FOODSERVICE EQUIPMENT MECHANICAL PLAN - AREA 1

FSM103 FOODSERVICE EQUIPMENT MECHANICAL PLAN - AREA 2

FSM104 FOODSERVICE EQUIPMENT MECHANICAL PLAN - AREA 3

FIRE PROTECTION

F0.0 FIRE PROTECTION COVERSHEET

F1.1 LEVEL 01 PLAN - AREA A - FIRE PROTECTION

F1.2 LEVEL 01 PLAN - AREA B - FIRE PROTECTION

F1.3 LEVEL 02 PLAN - AREA A - FIRE PROTECTION

F1.4 LEVEL 02 PLAN - AREA B - FIRE PROTECTION

F4.1 FIRE PROTECTION DETAILS & SCHEDULES

PLUMBING

P0.0 PLUMBING COVERSHEET

PD1.1 LEVEL 01 DEMOLITION PLAN - PLUMBING

P0.1 UNDERFLOOR PLAN - AREA A - PLUMBING

P0.2 UNDERFLOOR PLAN - AREA B - PLUMBING

P1.1 LEVEL 01 PLAN - AREA A - PLUMBING

P1.2 LEVEL 01 PLAN - AREA B - PLUMBING

P1.3 LEVEL 02 PLAN - AREA A - PLUMBING

P1.4 LEVEL 02 PLAN - AREA B - PLUMBING

P3.0 ENLARGED PLAN - PLUMBING

P3.1 ENLARGED PLAN - PLUMBING

P4.1 PLUMBING DETAILS

P4.2 PLUMBING DETAILS

P5.1 PLUMBING DIAGRAMS

P6.1 PLUMBING SCHEDULES

P6.2 PLUMBING SCHEDULES

MECHANICAL

M0.0 MECHANICAL COVERSHEET

MD1.1 LEVEL 01 DEMOLITION PLAN - MECHANICAL

M1.1 LEVEL 01 PLAN - AREA A - MECHANICAL

M1.2 LEVEL 01 PLAN - AREA B - MECHANICAL

M1.3 LEVEL 02 PLAN - AREA A - MECHANICAL

M1.4 LEVEL 02 PLAN - AREA B - MECHANICAL

M3.0 ENLARGED PLAN - MECHANICAL

M4.1 MECHANICAL DETAILS

M4.2 MECHANICAL DETAILS

M4.3 MECHANICAL DETAILS

M5.1 CONTROL DIAGRAMS

M5.2 CONTROL DIAGRAMS

M5.3 CONTROL DIAGRAMS

M6.1 MECHANICAL SCHEDULES

M6.2 MECHANICAL SCHEDULES

ELECTRICAL

E0.0 ELECTRICAL COVERSHEET

E0.1 ELECTRICAL SYSTEMS COVERSHEET

E0.2 SITE PLAN - ELECTRICAL

ED1.1 DEMOLITION PLAN - ELECTRICAL

E1.1 LEVEL 01 PLAN - AREA A - LIGHTING

E1.2 LEVEL 01 PLAN - AREA B - LIGHTING

E1.3 LEVEL 02 PLAN - AREA B - LIGHTING

E1.4 LEVEL 01 PLAN - AREA A - POWER

E1.5 LEVEL 02 PLAN - AREA A - POWER

E1.6 LEVEL 01 PLAN - AREA B - POWER

E1.7 LEVEL 02 PLAN - AREA B - POWER

E1.8 LEVEL 01 PLAN - AREA A - SYSTEMS

E1.9 LEVEL 01 PLAN - AREA B - SYSTEMS

E1.10 LEVEL 02 PLAN - AREA A - SYSTEMS

E1.11 LEVEL 02 PLAN - AREA B - SYSTEMS

E2.1 ROOF PLAN - AREA A - POWER

E2.2 ROOF PLAN - AREA B - POWER

E4.1 ELECTRICAL DETAILS

E4.2 ELECTRICAL DETAILS

E5.1 ELECTRICAL DIAGRAMS

E6.1 ELECTRICAL SCHEDULES

E6.2 ELECTRICAL SCHEDULES

E6.3 ELECTRICAL SCHEDULES

E7.1 ELECTRICAL PANEL SCHEDULES

E7.2 ELECTRICAL PANEL SCHEDULES

TELECOMMUNICATIONS

T0.0 TECHNOLOGY COVERSHEET

T1.1 LEVEL 01 PLAN - AREA A - TECHNOLOGY

T1.2 LEVEL 01 PLAN - AREA B - TECHNOLOGY

T1.3 LEVEL 02 PLAN - AREA B - TECHNOLOGY

T4.1 TECHNOLOGY DETAILS

T5.1 TECHNOLOGY DIAGRAMS

T6.1 TECHNOLOGY SCHEDULES

SCALE: 1" = 80'-0"

OVERALL FACILITY MAP 0 4 8 16

NORTH

PLAN

1FB

1FP

1FW

2FB

2FW

4FB

4FW

R E

F

4FB

F

B

1FB1FB 1FB

F

B

2FW 2FW

F

W

F

B

4FB

F

B

UP

UP

UP

A. SEE CIVIL DRAWINGS FOR INFORMATION INCLUDING CONCRETE SIDEWALKS, CONCRETE PADS, AND SECURITY

FENCING. CIVIL BACKGROUND DRAWING INFORMATION IS FOR REFERENCE ONLY.

B. REFER TO ELECTRICAL DRAWINGS FOR FIRE ALARM NOTIFICATION AND EMERGENCY EGRESS LIGHTING LOCATIONS.

C. REFER TO PARTITION TYPES FOR FURTHER FIRE SEPARATION REQUIREMENTS.

D. ALL FIRE RATED ASSEMBLIES SHALL BE INSTALLED IN STRICT ACCORDANCE WITH TESTED ASSEMBLIES INDICATED.

E. WHERE A RATING HAS BEEN GIVEN TO AN EXISTING WALL, ALL PENETRATIONS (EXISTING OR NEW) SHALL BE SEALED

AND PROPERLY FIREPROOFED PER THAT RATING REQUIREMENT

F. EXTEND FIRE RATED PARTITIONS, BARRIERS, AND OTHER SEPARATIONS TO BOTTOM OF ROOF/FLOOR DECK ABOVE (OR AS DIRECTED BY UL ASSEMBLY) AND TO EXTERIOR WALL. SEAL JOINT BETWEEN EDGES OF PARTITION WITH FIRE

RATED SEALANT AND/OR INTUMESCENT ASSEMBLY.

G. ALL PENETRATIONS OF FIRE-RATED ASSEMBLIES SHALL BE FIRE-SEALED IN ACCORDANCE WITH APPROVED MANUFACTURER'S DETAIL FOR LOCATION, TYPE OF CONSTRUCTION, PENETRATING ITEM AND RATING REQUIRED.

H. ALL DUCTWORK, DIFFUSERS, GRILLES, LIGHT FIXTURES, AND ELECTRICAL DEVICES PENETRATING FIRE-RATED OR SMOKE RESISTANT WALLS, CEILINGS, AND FLOORS SHALL HAVE THE APPROPRIATE TYPE OF FIRE/SMOKE DAMPER IN ACCORDANCE WITH THE TYPE OF CONSTRUCTION BEING PENETRATED AND THE FIRE/SMOKE RATING REQUIRED.

ASSEMBLIES SHALL BE UL-LISTED FOR INSTALLATION IN THE ASSEMBLY AND SHALL BE INSTALLED SUCH THAT THE FIRE/SMOKE RATING IS NOT COMPROMISED. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR

PENETRATIONS THAT MAY NOT BE SHOWN HERE.

I. SMOKE RESISTANT CONSTRUCTION SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE CODES. AREA SHALL BE SEPARATED FROM THE REMAINDER OF THE BUILDING AND BE OF CONSTRUCTION CAPABLE OF RESISTING THE PASSAGE OF SMOKE. THE PARTITIONS SHALL EXTEND FROM THE FLOOR TO THE UNDERSIDE OF THE FLOOR OR ROOF ASSEMBLY ABOVE. DOORS SHALL BE SELF OR AUTOMATIC CLOSING. DOORS SHALL NOT HAVE AIR TRANSFER OPENINGS AND SHALL NOT BE UNDERCUT IN EXCESS OF CLEARANCE PERMITTED WITH ACCORDANCE TO NFPA 80.

LIFE SAFETY GENERAL NOTES

LIFE SAFETY LEGEND

EXIT

IDENTIFICATION

EGRESS CLEAR

WIDTH

EGRESS CAPACITY

1 HOUR FIRE BARRIER WALL

FEC

TRAVEL DISTANCE TO AN EXIT

DEAD END CORRIDOR

CAPACITYCLR

EXTERIOR

EXIT

0" 180

FIRE EXTINGUISHER CABINET

1 HOUR FIRE PARTITION WALL

1 HOUR FIRE WALL

2 HOUR FIRE BARRIER WALL

2 HOUR FIRE WALL

4 HOUR FIRE BARRIER WALL

4 HOUR FIRE WALL

FIRE RATINGS

EGRESS

DE DELAYED EGRESS

OCCUPANCY

OCCUPANCY LOAD

ROOM NAME

MISCELLANEOUS

FEB FIRE EXTINGUISHER BRACKET

XX EGRESS PATH TAG

Name

PRECAST WALLS: IBC 2015

TABLE 722.2.1.1 MIN. EQUIVALENT THICKNESS OF PRECAST

CONC WALLS

CONC. TYPE MIN. SLAB THICKNESS FOR 2 HR

(INCHES)

SILICEOUS 5.0

CARBONATE 4.6

SAND-LIGHTWEIGHT 3.8

LIGHTWEIGHT 3.6

EXISTING INSULATED PRECAST PANELS ARE 4" CONC. + 3"

INSULATION + 3" CONC.

THEREFORE, ASSUMING THE WORST CASE SCENARIO OF

SILICEOUS TYPE CONC., 5" SILICOUS CONC. < 7" TOTAL EXISTING

THICKNESS OF CONC.

NEW PRECAST SHALL USE LIGHTWEIGHT CONC WITH AN

ASSEMBLY OF 3" CONC. + 4" INSULATION + 3" CONC. FOR A

TOTAL CONC. THICKNESS OF 7"

THEREFORE, NEW & EXISTING PRECAST ARE 2 HR RATED

NOTES:

1. PLUMBING FIXTURE COUNT REQUIREMENT IS BASED ON FACTORY AND INDUSTRIAL CLASSIFICATION AS IT MOST CLOSELY

ALIGNS WITH THE USE OF THE SPACE AS A COMMERCIAL KITCHEN & LAUNDRY FACILITY

2. BEVERAGE OPTIONS WILL BE MADE AVAILABLE TO OCCUPANTS IN LIEU OF DRINKING FOUNTAINS FOR SECURITY & SAFETY

PURPOSES

OCCUPANCY LEGEND

ASSEMBLY

BUSINESS

KITCHEN

MECHANICAL

STORAGE

VISITOR

ENTRANCE

RECEPTION TOILET

TOILET

OFFICER

HALL

PERSONNEL

ENTRANCE

ADMINISTRATION

SUPERINTENDENT

CONFERENCE

ROOM

T.O.W.

FILES

GEN.

FILES

WORK IN

SERVICE

TRAINING

OFFICE

OFFICE

OFFICE

HALL

TOILET

OFFICE

TOILET

TOILET

MUSTER

TRAINING

RIOT

GEAR

SEGREGATION

CELL

CELL

CELL CELL CELL CELL CELL CELL HALL CELL CELL CELL CELL

STORAGE

SUPPLY STORAGE

KEYS

CONTROL

ROOM

TOILET

ANTEROOM

SEGREGATION

A/CRELEASE

SHAKEDOWN

PEDESTRIAN

SALLYPORT

FAMILY

WAITING

SEARCH

S E

A R

C H

CONTACT

VISIT

V

IS

IT

O

R T

O

IL

E T

IN

M

A T

E T

O

IL

E

T INMATE

SEARCH

PHONE

CONTACT

NON-CONTACT

VISIT

T O

IL

E

T EVIDENCE

CAPTAIN'S

OFFICE

OFFICE

OFFICE

HALL

HALL

HALL

HOT PRO

ASSEMBLY

DISHROOM

POT &

PAN

WASH

POT &

PAN

STOR

LNDRY &

CHEM

STOR

STAFF

BREAK

RM

DIRECTOR

OFF

STAFF

RR

CART

WASH

P A

S S

A G

E

OFFENDER

BREAK

SUPERVISOR

OFF.

OFFENDER

RR

CART

PARKING

BAKERY

FREEZER

TEMPERING

MEAT &

DAIRY

REF.

PRODUCE

REF

INGR &

DRY

GOOD

ISSUE

DRY

STORAGE

RECEIVING

BAKERY

FRZR

BAKERY

REF

INGREDIENT

ASSEMBLY

CORRIDOR

CHEMICAL

STORAGE

ELEC.

LAUNDRY

FOLDING

OFFENDER

RR

PASSAGE

MECH

C O

R R

ID

O

R

CAPACITYCLR USED

EXTERIOR EXIT

68" 340 68 A

C

PRODUCE

ISSUE

MEAT &

DAIRY

ISSUE

FRZR

ISSUE

STOR

COLD

PRO &

ASSEMBLY

CAPACITYCLR USED

EXTERIOR EXIT

68" 340 2

CAPACITYCLR USED

EXTERIOR EXIT

34" 170 36

DRYER

CHASE

JAN

GYMNASIUM

Room

GYMNASIUM

MAINT.

LIFT

STOR.

MUSIC

MUSIC

OFFICE

HOBBY

STAFF

TOILET

INMATE

TOILET

DENTAL

1086PHARMACY

HOUSE

KEEPING

FILE

OFFICE

EXAM

BLOOD

EXAM

NURSE

MEDICAL

AREA

CELL

CELL

STORAGE

Room

EYE

EXAM

TOILET

MAILROOM

BIO-HAZARDOUS

LAW

LIBRARY

GENERAL

LIBRARY

IN

HOUSE

INDUSTRY

SOILED

EXIT

CLEAN

RECEIVING

1103 SHAKEDOWN

HALL

ELEV

MACHINE

OFFICE

STAIR

1141NN

Room

1141PP

5' -0

2' -0

3' -0

B

FEB

FEC

FEC

F E

C

F E

C

FEC

FEC

FEC

FEC

EXISTING PRECAST CONC. WALL

EXTENSION OF 2 HR FIRE WALL FOR

18" PER EXST CONSTRUCTION TYPE

PROVIDE UL ASSEMBLY WW-D-1001 AT ALL

NEW 2 HR FIRE WALL PRECAST JOINTS

H

R F

W

2 HR FW

1'-6"

OPEN

BREAKROOM/

STORAGE

OFFICE

1 HR FIRE RATED CLASS A ROOF

UL 263

DESIGN NO. P713

EXST PRECAST CONC. WALL

REPLACE EXT JOINT SEALANT W/ FIRE

RATED ASSEMBLY @ ALL 2 HR FW

ABUTMENTS FOR ENTIRE HEIGHT OF WALL

CAPACITYCLR USED

EXTERIOR EXIT

44" 220 6

EXISTING 4 HR RATED FIRE CURTAIN

@ 4 HR FIRE WALL

EXISTING ADMIN. BUILDING:

TYPE II - 1 HR - PER 1991 UNIFORM BUILDING CODE

FULLY SPRINKLERED

EXISTING CELL POD:

TYPE II - FR - PER 1991 UNIFORM BUILDING CODE

FULLY SPRINKLERED

SECURE FENCE & GATE BY OWNER

EXISTING PRECAST CONC. WALL

EXTENSION OF 2 HR FIRE WALL FOR 18"

PER EXST CONSTRUCTION TYPE

TOOL

CONTROL

MECH

UNOCCUPIED ROOF

UNOCCUPIED ROOF

NEW CONSTRUCTION

EXISTING

LINE WORK LEGEND

EXISTING FACILITY

KITCHEN &

LAUNDRY ADDITION

CELL

POD - N

CELL

POD - E

CELL

POD - S

ADMIN. BLDG

DATE:

DRAWN:

REVIEWED:

SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

RFB922300-02

/5

/2

:0

:0

P

M LS1.1

FIRST FLOOR LIFE

SAFETY

KDV

KDV

0240202.00

CLARINDA

CORRECTIONAL

FACILITY - KITCHEN &

LAUNDRY ADDITION

STATE OF IOWA DEPARTMENT

OF CORRECTIONS

2000 N 16TH ST, CLARINDA, IA

51632

02/09/2024

KDV

BID SET

0 4 8 16

NORTH

PLAN

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

LIFE SAFETY PLAN - LEVEL 1

EGRESS STAIR WIDTH 36"

EGRESS DOOR WIDTH .2" x OCC LOAD

EGRESS CORRIDOR WIDTH .2" x OCC LOAD

DEAD END CORRIDORS 50 FT MAX

EXIT TRAVEL DISTANCE 200 FT MAX

EGRESS

CORRIDORS (CONST TYPE) 0 HR

ROOF CONST/SECONDARY MEMBERS 0 HR

FLOOR CONST/SECONDARY MEMBERS 0 HR

EXTERIOR NON-BEARING WALLS (SIZING) 0 HR

EXTERIOR NON-BEARING WALLS (SIZING) 0 HR

INTERIOR BEARING WALLS 0 HR

EXTERIOR BEARING WALLS 0 HR

PRIMARY STRUCTURAL FRAME 0 HR

FIRE RATING

PROPOSED BUILDING HEIGHT: 2 STORIES 32 FEET

ALLOWABLE BUILDING HEIGHT (CONST

TYPE):

2 STORIES 75 FEET

PROJECT TOTAL AREA 24,050 SF

SECOND FLOOR 1,800 SF

FIRST FLOOR 22,250 SF

TOTAL/FLOOR

PROPOSED AREA (CONST TYPE):

ALLOWABLE AREA (CONST TYPE): 32,975 SF/FLOOR

BUILDING HEIGHT AND AREA

CONSTRUCTION TYPE: IIB

PRIMARY OCCUPANCY: I-3

SPRINKLERED - NFPA 13

PROPOSED BUILDING

BUILDING CONSTRUCTION AND OCCUPANCY

2021 UNIFORM PLUMBING CODE

2010 AMERICANS WITH DISABILITIES ACT

2012 NFPA LIFE SAFETY CODE

2020 NATIONAL ELECTRIC CODE

2015 INTERNATIONAL FIRE CODE

2021 INTERNATIONAL MECHANICAL CODE

2012 INTERNATIONAL ENERGY CONSERVATION CODE

2015 INTERNATIONAL BUILDING CODE

APPLICABLE CODES

CORRECTIONAL FACILITY.

BUILDING ADDITION CONSISTING OF A KITCHEN & LAUNDRY...

WORK DESCRIPTION

2000 N 16TH ST, CLARINDA, IA 51632

CLARINDA CORRECTIONAL FACILITY - KITCHEN & LAUNDRY...

CODE INFORMATION

EGRESS PATH A

PATH ID LENGTH

A 191' - 3 7/16"

TOTAL PATH LENGTH 191' - 3 7/16"

EGRESS PATH B

PATH ID LENGTH

B 180' - 1 1/32"

TOTAL PATH LENGTH 180' - 1 1/32"

EGRESS PATH C

PATH ID LENGTH

C 327' - 0 7/32"

TOTAL PATH LENGTH 327' - 0 7/32"

SERVICE SINKS PROVIDED: 2 Service Sinks

DRINKING FOUNTAINS PROVIDED: -- NOTE 2

LAVATORIES PROVIDED: 2 Offender + 1 Employee = 3 Total

WATER CLOSETS PROVIDED: 2 Offender + 1 Employee = 3 Total

TOTALS 113 2 2 NA 2

OFFENDERS 90 1 : 100 = 1 1 : 400 = 1 1 : 400 = 1 1 NOTE 1

STAFF 22 1 : 25 = 1 1 : 25 = 1 1 : 100 = 1 1

REQUIRED REQUIRED REQUIRED REQUIRED

OCCUPANT TYPE NO. OF OCC. WATER CLOSETS LAVATORIES DRINKING FOUNTAINS

SERVICE

SINKS

NOTES

PLUMBING FIXTURES PER STATE PLUMBING CODE

OCCUPANT LOAD TABLE

NUMBER NAME AREA OCCUPANCY FACTOR OCCUPANT LOAD

LEVEL 1

1201 PASSAGE 159 SF

1202 FOLDING 265 SF 200 SF 2

1203 OFFENDER RR 44 SF

1204 LAUNDRY 881 SF 100 SF 9

1205 DRYER CHASE 414 SF 300 SF 2

1206 CHEMICAL STORAGE 323 SF 300 SF 2

1207 ELEC. 246 SF 300 SF 1

1208 PASSAGE 250 SF 200 SF 0

1209 DISHROOM 2475 SF 200 SF 13

1210 CART WASH 94 SF 200 SF 1

1211 DIRECTOR OFF 194 SF 100 SF 2

1212 STAFF BREAK RM 321 SF 100 SF 4

1213 STAFF RR 44 SF

1214 HOT PRO & ASSEMBLY 1909 SF 200 SF 10

1215 POT & PAN STOR 301 SF 200 SF 2

1216 POT & PAN WASH 171 SF 200 SF 1

1217 COLD PRO & ASSEMBLY 640 SF 200 SF 4

1218 SUPERVISOR OFF. 183 SF 100 SF 2

1219 LNDRY & CHEM STOR 254 SF 300 SF 1

1220 BAKERY 2105 SF 200 SF 11

1221 OFFENDER RR 46 SF

1221A OFFENDER BREAK 228 SF 8

1222 JAN 38 SF 300 SF 1

1223 CART PARKING 383 SF 300 SF 2

1224 STOR 139 SF 300 SF 1

1225 TOOL CONTROL 46 SF 300 SF 1

1226 BAKERY REF 81 SF 300 SF 1

1227 BAKERY FRZR 90 SF 300 SF 1

1228 PRODUCE ISSUE 207 SF 300 SF 1

1229 PRODUCE REF 504 SF 300 SF 2

1230 MEAT & DAIRY ISSUE 115 SF 300 SF 1

1231 MEAT & DAIRY REF. 324 SF 300 SF 2

1232 FRZR ISSUE 144 SF 300 SF 1

1233 FREEZER 895 SF 300 SF 4

1234 TEMPERING 232 SF 300 SF 1

1235 INGR & DRY GOOD ISSUE 257 SF 300 SF 1

1237 CORRIDOR 630 SF

1238 INGREDIENT ASSEMBLY 251 SF 200 SF 2

1239 DRY STORAGE 1842 SF 300 SF 7

1240 RECEIVING 277 SF 300 SF 1

1241 MECH 535 SF 300 SF 2

LEVEL 2

2100 MECH 1650 SF 300 SF 6

TOTAL OCCUPANTS: 113

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

LIFE SAFETY PLAN - LEVEL 2 0 4 8 16

NORTH

PLAN

SCALE: 1" = 200'-0"

KEY PLAN

CLARINDA CORRECTIONS FACILITY KITCHEN & LAUNDRY ADDITION

SITE IMPROVEMENT PLANS

IOWA

ONE CALL

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

Know what's below.

Call before you dig.

PROPERTY DESCRIPTION:

PARCEL "A", N 1/2 - SW 1/4, SEC. 19-69-36

A PARCEL OF LAND LOCATED IN THE NORTH HALF OF THE

SOUTHWEST QUARTER OF SECTION 19, TOWNSHIP 69

NORTH, RANGE 36 WEST OF THE 5TH PM., PAGE COUNTY

IOWA. DESCRIBED AS FOLLOWS:

BEGINNING AT THE CENTER SECTION OF SAID SECTION

19-69-36; THENCE S0°35'00"W, ALONG THE EAST LINE OF

THE SW 1/4 OF SAID SECTION 19, A DISTANCE OF 1323.05

FEET TO THE SOUTHEAST CORNER OF THE NE 1/4 - SW 1/4

OF SAID SECTION 19; THENCE N87°55'11"W, ALONG THE

SOUTH LINE OF THE N 1/2 - SW 1/4 OF SAID SECTION 19, A

DISTANCE OF 2548.18 FEET; THENCE N0°42'58"W A

DISTANCE OF 33.90 FEET; THENCE S87°51'35"E A DISTANCE

OF 891.14 FEET; THENCE N0°38'00"E A DISTANCE OF 1280.71

FEET TO A POINT ON THE NORTH LINE OF THE SW 1/4 OF

SAID SECTION 19; THENCE S88°14'57"E, ALONG THE NORTH

LINE OF THE SW 1/4 OF SAID SECTION 19, A DISTANCE OF

1656.51 FEET TO THE POINT OF BEGINNING. CONTAINING

50.81 ACRES INCLUDING COUNTY ROAD M-70 RIGHT OF

WAY ALONG THE EAST SIDE AND SUBJECT TO ANY AND

ALL EASEMENTS OF RECORD.

ADDRESS:

2000 N 16TH STREET

CLARINDA, IOWA 51632

OWNER:

STATE OF IOWA

CLARINDA CORRECTIONS FACILITY

2000 N 16TH STREET

CLARINDA, IOWA 51632

PREPARED FOR:

FARNSWORTH GROUP

14225 UNIVERSITY AVENUE, SUITE 110

WAUKEE, IOWA 50263

PH: 515-225-3469

ZONING:

I-2 HEAVY INDUSTRIAL

SETBACKS:

FRONT YARD 25' (MIN.)

SIDE YARD NONE

REAR YARD NONE

BUILDING HT 75' (MAX.)

MIN. AREA NONE

VICINITY MAP

NOT TO SCALE

COPYRIGHT 2022 BISHOP ENGINEERING. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BE REPRODUCED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF BISHOP ENGINEERING.

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

D

S

CO

H Y D

ICV

W

WSO

Y A DR

E

EM

E

ELEC

EJ

EP

GM

GV

A/C

T

TEL

T

TS

FO

F/O

TV

W

WV

SHEET INDEX:

C0.1 CIVIL INFORMATION

C1.1 EX. CONDITIONS & DEMO PLAN

C2.1 LAYOUT PLAN

C3.1 GRADING PLAN

C4.1 UTILITY PLAN

C5.1 LANDSCAPE PLAN

C6.1 DETAILS SHEET

C6.2 DETAILS SHEET

C7.1 SWPPP

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 02-07-2022.

2. FACILITY GAS, ELECTRIC, WATER & SEWER SERVICES SHOWN ARE PER PREVIOUS RECORDED SITE PLANS PROVIDED BY OWNER. CONTRACTOR IS

RESPONSIBLE FOR LOCATING AND VERIFYING ALL UTILITIES WITHIN PROJECT AREA PRIOR TO CONSTRUCTION. CONTRACTOR TO CONTACT OWNER/ENGINEER IF DIFFERENT FROM PLANS AND/OR IN CONFLICT WITH THE PROPOSED IMPROVEMENTS/CONSTRUCTION ACTIVITIES.

GENERAL NOTES:

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH SUDAS STANDARD SPECIFICATIONS AND ANY AND ALL CITY/COUNTY SUPPLEMENTAL SPECIFICATIONS. THE CITY OF

CLARINDA MUST BE NOTIFIED BY ALL CONTRACTORS 48 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 AND THE CITY OF CLARINDA.

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.

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 CLARINDA 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.

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.

10. WATERMAINS SHALL BE C-900. SIZE OF WATERMAIN AS SHOWN ON PLANS.

11. THRUST BLOCKS SHALL BE INSTALLED AS REQUIRED AND SHALL BE CONSIDERED INCIDENTAL TO WATERMAIN CONSTRUCTION.

12. PROPOSED WATERMAIN SHALL BE PRESSURE TESTED, BACTERIA TESTED AND CHLORINATED. THE FILLING OF THE WATER MAIN SHALL BE DONE BY THE CITY OF

CLARINDA.

13. TRACER WIRE SHALL BE ADDED TO ALL WATER MAIN, AND BROUGHT TO THE SURFACE AT EVERY HYDRANT.

14. ALL HYDRANTS WILL IMMEDIATELY BE COVERED WITH A BLACK PLASTIC BAG (OR EQUIVALENT) ONCE THE HYDRANT IS INSTALLED. THE CITY OF CLARINDA WILL NOTIFY

THE CONTRACTOR WHEN THE BAGS CAN BE REMOVED.

15. THE MINIMUM HYDRANT LEAD SHALL BE 3.5 FEET.

DATE:

DRAWN:

REVIEWED:

SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

240202.00

CLARINDA

CORRECTIONS

FACILITY - KITCHEN &

LAUNDRY ADDITION

STATE OF IOWA - DEPARTMENT

OF CORRECTIONS

2000 N 16TH ST, CLARINDA, IA

51632

02/09/2024

BID SET

SVS

LCR

SVS

RFB922300-02

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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. STORM AND SANITARY (CLARINDA MENTAL HEALTH INSTITUTE / 1-712-542-2161)

2. FIBER OPTIC (GTE PHONE / 1-800-575-5587)

3. GAS (ALLIANT GAS / 1-800-575-5587)

4. WATER (CLARINDA MENTAL HEALTH INSTITUTE / 1-712-542-2161)

F/O

CIVIL INFORMATION

C0.1

OPEN SPACE/IMPERVIOUS REQUIREMENTS:

PROJECT SITE AREA: 7.18 ACRES

EXISTING OPEN SPACE = 157,807 S.F.

EXISTING IMPERVIOUS = 154,908 S.F.

PROPOSED OPEN SPACE = 127,255 S.F.

PROPOSED IMPERVIOUS = 185,460 S.F.

NET INCREASE IMPERVIOUS AREA = 30,552.05 S.F. (0.70 ACRES)

SITE CONTROL AND BENCHMARKS:

BASIS OF BEARING OBTAINED FROM GPS OBSERVATIONS

DATUM = NAD 83, IOWA SOUTH

BENCHMARK DATUM = CITY DATUM OR NAVD88, GEOID 12A)

POINT #9016

NORTHING = 281048.08

EASTING = 1214967.96

ELEVATION = 1045.27

DESCRIPTION: CUT "X" LOCATED DIRECTLY NORTH OF THE

SECURITY BOOTH ON THE ENTRANCE DRIVEWAY IN THE

CENTER OF THE PROPERTY

POINT #91010

NORTHING = 280940.12

EASTING = 1214976.02

ELEVATION = 1044.39

DESCRIPTION: CUT "X" LOCATED DIRECTLY SOUTH OF THE

SECURITY GATE NEXT TO THE LIFT STATION BY THE ENTRANCE

DRIVEWAY IN THE CENTER OF THE PROPERTY

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 TRADE CONTRACTOR BY A SINGLE COMPANY.

3. STAKING DOES NOT RELIEVE CONTRACTOR OF ULTIMATE RESPONSIBILITY TO CONSTRUCT THE PROJECT PER PLAN.

PAVEMENT SAWCUT NOTES:

1. CONTRACTOR TO PROVIDE SAWCUT JOINTING PLAN TO SETH SUNDERMAN, BISHOP ENGINEERING (515-276-0467 OR SSUNDERMAN@BISHOPENGR.COM)

PRIOR TO ANY CONCRETE PAVEMENT INSTALLATION.

2. PAVEMENT MAY BE REQUIRED TO BE REMOVED AND REPLACED IF PLACED WITHOUT AN APPROVED PLAN.

3. LONGITUDINAL JOINTS IN DRIVE LANES & THE OUTER MOST JOINT OF ALL PARKING AREAS SHALL BE SUDAS TYPE 'L-1' OR 'L-2' JOINTS AND HAVE STEEL.

INTERIOR PARKING LOT JOINTS, OTHER THAN THE OUTER MOST JOINT, DO NOT NEED STEEL AND SHALL BE SUDAS TYPE 'B' JOINTS.

4. TYPICAL LONGITUDINAL JOINTS SHALL BE PLACED IN THE CENTER OF ALL DRIVE AISLES AND AT THE END OF ALL PARKING STALLS.

5. ALL TRANSVERSE JOINTS SHALL BE SUDAS TYPE 'C' OR TYPE 'DW' JOINTS WITH STEEL IN THE CASE OF A DAY'S WORK JOINT.

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.

3. CONTRACTOR SHALL USE O-RING GASKET JOINTS FOR STORM SEWER AND SANITARY SEWER AT CROSSINGS WITH WATER WHERE STORM OR SANITARY

SEWER CROSSED OVER OR LESS THAN 18 INCHES BELOW WATER. O-RING GASKET JOINTS SHALL BE EXTENDED UNTIL WATER AND SEWER ARE AT LEAST 10 FEET APART. ALL O-RING GASKET JOINTS SHALL BE CONSIDERED INCIDENTAL TO BID. IF N-12 PIPE IS USED FOR STORM SEWER, CONTRACTOR SHALL USE

WATER-TIGHT N-12 PIPE, CENTERED ON THE CROSSING.

4. FOR ALL CRITICAL CROSSINGS WITH EXISTING UTILITIES, THE ELEVATION OF THE EXISTING UTILITY SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION.

NOTIFY BISHOP ENGINEERING PRIOR TO CONSTRUCTION IF A CONFLICT EXISTS.

SPECIFICATIONS NOTES:

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CLARINDA CORRECTIONS FACILITY KITCHEN & LAUNDRY ADDITION PROJECT SPECIFICATIONS, THE CITY

OF CLARINDA SPECIFICATIONS AND SUDAS SPECIFICATIONS.

2. FOR ANY DISCREPANCIES BETWEEN THE CLARINDA CORRECTIONS FACILITY KITCHEN & LAUNDRY ADDITION PROJECT SPECIFICATIONS AND CITY OF CLARINDA

REQUIREMENTS AND SPECIFICATIONS, PLUMBING CODE, AND URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENT (2022 EDITION SUDAS), THE CITY

OF CLARINDA 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 THE CITY OF CLARINDA ENGINEERING DEPARTMENT FOR ANY CHANGES TO PROPOSED SITE INFRASTRUCTURE OR GRADES PRIOR TO PROCEEDING WITH ANY CHANGES.

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.

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.

PAVEMENT PLACEMENT NOTES:

1. SEE PROJECT SPECIFICATION SECTION 32 13 13 FOR LASER SCREED REQUIREMENTS.

STORM & SANITARY TELEVISING NOTES:

1. CONTRACTOR IS REQUIRED TO TELEVISE ALL SANITARY AND STORM SEWER SYSTEM PRIOR TO PAVING OPERATIONS.

2. CONTRACTOR SHALL SEND VIDEO INSPECTION TO THE ENGINEER FOR APPROVAL PRIOR TO PAVING.

3. CONTRACTOR SHALL PROVIDE COPIES OF THE REPORTS AND VIDEOS TO THE CLARINDA ENGINEERING DEPARTMENT FOR APPROVAL PRIOR TO PAVING.

SWPPP NOTES:

1. STORM WATER POLLUTION PREVENTION PLAN HAS BEEN PREPARED BY BISHOP ENGINEERING. CONTACT GODWIN AGBLEZE (515-276-0467) FOR A

COPY OF THE SWPPP.

2. 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. SEE SWPPP SHEET AND NARRATIVE FOR ADDITIONAL DETAILS.

REQUIRED AS-BUILTS:

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COST OF AS-BUILT TOPO OF ALL DETENTION PONDS & DETENTION POND STORM SEWER, PUBLIC STORM SEWER, , RAMPS, LANDINGS, CROSSWALKS AND PUBLIC IMPROVEMENTS. CONTRACTOR SHALL CONTACT BISHOP ENGINEERING (SETH SUNDERMAN AT 515-276-0467) TO PERFORM SAID AS-BUILT SURVEYS. IF ANYTHING HAS BEEN CONSTRUCTED INCORRECTLY, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

SUBSEQUENT AS-BUILT SURVEYS UNTIL ISSUES HAVE BEEN RECTIFIED.

**CONTRACTOR SHALL CONTACT BISHOP ENGINEERING FOR POND AS-BUILTS AFTER TOPSOIL RESPREAD AND BEFORE SEEDING HAS TAKEN PLACE**

AFTER DETENTION BASINS HAVE BEEN AS-BUILT AND APPROVED, BISHOP ENGINEERING SHALL PROVIDE A SIGNED CERTIFICATION STATEMENT TO THE CITY

OF CLARINDA INDICATING THAT FACILITIES WERE CONSTRUCTED AS DESIGNED.

GEOTECHNICAL REPORT:

1. GEOTECHNICAL EVALUATION REPORT WAS PREPARED BY TEAM SERVICES INC. ON APRIL 12, 2022

2. THE DESIGN AND SPECIFICATIONS IN THE APPROVED CONSTRUCTION DOCUMENTS ARE BASED ON THE GEOTECHNICAL REPORT. THE

GEOTECHNICAL REPORT SHALL GOVERN, IF THERE ARE ANY DISCREPANCIES BETWEEN THE GEOTECHNICAL REPORT AND CONSTRUCTION

PLANS/SPECS.

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

XX

X X

X X

X X

X X

X

CP #9000

CP #9001

CP #9002

EX INTAKE

RIM=1045.30

FL(NE)= 1043.85

FL(SE)= 1043.30

EX INTAKE

RIM=1045.25

FL(SE)= 1044.15

EX 12" CPP

FL=1043.65

EX 6" CPP

FL=1041.92

EX 6" CPP

FL=1042.05

EX 12" CPP

FL=1043.59

CP #9003

Y A DR

EX INTAKE

RIM=1048.64

FL(E-1)= 1046.99

FL(E-2)= 1046.99

FL(E-3)= 1046.99

FL(S-1)= 1046.99

FL(S-2)= 1046.99

FL(N)= 1046.99

FL(W)= 1046.94

DEBRIS IN INTAKE

Y A DR

Y A DR

EX RCP24" FES

FL=1040.58 CP #9004

EX 12" PLASTIC FES

FL=1040.87

EX 6" PLASTIC FES

FL=1040.66

EX 12" PLASTIC FES

FL=1040.78

EX RCP12" FES

FL=1041.46

EX RCP12" FES

FL=1043.08

EX " PVC

FL=1044.00

EX. GREENHOUSE

EX. SHED

EX. SHED

EX. SEATING AREA

EX. PLANTER BOXES

EX. GARDENING/PLANTING AREA

EX. GARDENING/PLANTING AREA

EX. LANDSCAPING

BRICK WALL

EX. 12' BARBED WIRE

CHAIN LINK SECURITY FENCE

CP #9005

CP #9006

CP #9007

CP #9008

CP #9009

CP #9010

CP #9100

CP #9101

H Y D

WV

WVEP

GV

FO

EP

S

EX SAN MH

RIM=1044.32

INV(N)= 1035.67

*RIM=1042.50

*INV(N)=1034.00

*BOTTOM=1029.50

*INV(OUT)=1038.00

*PER REF. CCF C2.1 UTILITY PLAN

EP

CO

EP

X X

X X

X X

X X

X

X

X X X X

EX. 12' BARBED WIRE SECURITY FENCE

EX. GRAVEL

EX. GRAVEL

EX. NO PARKING SIGN

EX. HANDICAP

PARKING SIGN

EX. NO

PARKING

SIGN

EX. LAW

ENFORCEMENT

ONLY SIGN

EX. DO NOT

ENTER SIGN

EX. BUILDING

(MEDIUM SECURITY PRISON)

FF=1049.24

EX. DOOR

EX. DOOR

EX. SECURITY GATE EX. SECURITY GATE

CP #9012

CP #9013

CP #9014

CP #9015

CP #9016

EX 12" CPP

W/ HEADWALL

AND GRATE

FL=1039.20

EX 12" CPP

FL=1039.62

EX RCP24" FES

FL=1039.59

EX INTAKE

RIM=1039.64

EX " CPP

FL=1037.57

EX INTAKE

RIM=1043.78

FL= 1041.89EX " CPP

FL=1041.89

EP

EP EP

EP

X X

X

X X X

EX. BASKETBALL HOOP

EX. BASKETBALL HOOP

EX. SECURITY

GATE

EX. PING

PONG TABLE

EX. HORSESHOE PITS

EX. OUTDOOR TABLES

EX. SECURITY BOOTH

EX. SECURITY GATE

1042 1041

EX. ROCK PILE

EX. WOODEN STRUCTURE

EX. CONCRETE SIDEWALK

EX. CONCRETE DRAINAGE DITCH

EX. GRAVEL EX. CONCRETE

DRAINAGE

GUTTER

SAN 8" SAN 8" SAN 8" SAN

SA

N

SA

N

SA

N

SA

N

EX. SECURITY GATE

ST

6"

ST

6"

ST

6"

ST

6"

ST

6"

ST

6"

X

EX. SECURITY GATE

STSTSTST 6"

EX. 10' CHAIN LINK SECURITY FENCE

EX. 12' BARBED WIRE CHAIN LINK SECURITY FENCE

EX. POLE W/ CAMERA

EX. SKID

PLATE

WATER SHUT-OFF VALVE

EX. CIGARETTE

DISPOSAL

TRASH CAN

EX. POLE W/ CAMERA

APPROX. LOCATION PER

ALLIANT ENERGY MAP

32.

0'

129.0'

32.0'

9.0

32.

0'

57.8'

.3'

141.2'

1.8

EX. 10' BARBED WIRE

CHAIN LINK

SECURITY FENCE

EX

. G

RA

VE

L

EX

. C

ON

CR

ET

E

EX. BRICK

FOUNDATION

XXX

XXX

X X

X

X X

X X

ST 24" ST 24"

W8" W8" W8" W8"

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

CATVCATV

CATV

CATV

CATV

CATV

CATV

CATV

CATV

CATV

W 8"

W 8"

W 8"

W 8"

W 8"

W 8"

W 8"

W 8"

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

W 8"

W 8"

W 8"

G 6"

G 6"

G 6"

G 6"

G 6"

G 6"

G 6"

G 6"

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

G 6"

G 6"

G 6"

TE

LE

TE

LE

TELE

TE

LE

TE

LE

TE

LE

TE

LE

TE

LE

TE

LE

TE

LE

TE

LE

TELE

U/ E

U/ E

U/E

U/ E

U/ E

U/ E

U/ E

U/ E

U/ E

U/ E

U/ E

U/E U/E

APPROX. LOCATION

PER LEO A DALY

UTILITY PLAN SHEET

APPROX. LOCATION

PER LEO A DALY

UTILITY PLAN SHEET

U/E U/E

U/E U/E

U/E

U/E

U/E U/E

U/E U/E

EX. LIFT STATION

APPROX. LOCATION

PER LEO A DALY

UTILITY PLAN SHEET

SAN

SA

N

SA

N

SAN SAN

SAN

SA

N

SA

N

ST

12"

EX. SIGN

EX. GAZEBO

SAN

4"

SAN

4"

SAN

4"

EX. POURED

CONCRETE

HEADWALL

ST 12"

ST 12"

ST 6" ST 6" ST 6"

ST 12" ST 12"

GM

EX. GAS

METER AND

TREE

ST

ST 6"

ST 6"

ST

6"

STSTST

ST

ST

ST

ST

ST

ST

EX. FRENCH DRAIN

EX. FRENCH DRAIN

X X X X X

X X

X X X X X

DRAWN PER

AERIAL IMAGE

DRAWN PER AERIAL IMAGE

DRAWN PER AERIAL IMAGE

DRAWN PER AERIAL IMAGE

DRAWN PER AERIAL IMAGE

S

S

S S

SANITARY SEWER GRINDER MANHOLE

RIM=1045.60

INV=1036.40

BOTTOM=1035.90

(REF. CCF C2.1 UTILITY PLAN)

SANITARY SEWER MANHOLE

RIM=1045.40± (PAV.)

INV(W)=1038.50

INV=1036.70

(REF. CCF C2.1 UTILITY PLAN)

SANITARY SEWER MANHOLE

RIM=1046.20

INV(IN)=1037.25

(REF. CCF C2.1 UTILITY PLAN)

SANITARY SEWER MANHOLE

RIM=1046.50

INV(IN)=1042.00

INV(OUT)=1040.65

(REF. CCF C2.1 UTILITY PLAN)

SAN

SAN

SAN

APPROX. LOCATION PER CCF

SEWER MAIN EXTENSION PLAN

1-26-2000

EX. BOLLARD (TYP.)

N 16TH STREET

PRIVATE ACCESS DRIVE

EX. ROOF DRAIN (TYP.)

EX. ROOF DRAIN (TYP.)

REMOVE EX. SHED,

BRICK FOUNDATION &

GREENHOUSE

(BY OWNER, NIC)

REMOVE EX.

PLANTER BOX, TYP.

(BY OWNER, NIC)

REMOVE EX. STORM

STRUCTURE & PIPES

PROTECT EX. INTAKE

AND OUTLET PIPES.

CAP NE EX. 6" PIPE TO

LIMITS SHOWN.

CONNECT TO NEW

STORM

REMOVE EX. STORM

STRUCTURE & PIPES

REMOVE EX.

LANDSCAPING

BRICK WALL

(BY OWNER, NIC)

PROTECT

EX. FENCE

PROTECT

EX. FENCE

REMOVE EX. SHED

(BY OWNER PRIOR, NIC)

REMOVE

EX. ROCK PILE

(BY OWNER, NIC)

REMOVE EX. STORM

STRUCTURES & PIPE

REMOVE

EX. PAVEMENT

REMOVE

EX. PAVEMENT

PROTECT

EX. UTILITY

STRUCTURES &

LINES

REMOVE EX. POURED

CONC. HEADWALL

PROTECT EX.

ROOF DRAIN

PROTECT EX.

ROOF DRAIN

PROTECT EX.

YARD HYDRANTS

REMOVE EX.

STORM INTAKE

AND PIPES

PROTECT EX.

YARD HYDRANT

REMOVE EX.

WOODEN

STRUCTURE.

(BY OWNER, NIC)

REMOVE

EX. PAVEMENT

REMOVE

EX. VISITOR ENCLOSURE

(BY OWNER, NIC)

DEMO SECTION OF

EXISTING FENCE

(BY OWNER, NIC)

REMOVE AND REPLACE FENCE

SECTION FOR TEMP GATES.

PROTECT EX. 4' RAT WALL.

(BY OWNER, NIC)

ELECTRICAL BOX

TO STAY

CONTRACTOR TO

REFER TO MEP PLANS

FOR REROUTING OF

GAS LINE.

REMOVE

EX. FENCE & GATE

(BY OWNER, NIC)

PROTECT EX.

FRENCH DRAIN

PROTECT EX.

FRENCH DRAIN

PROTECT EX. STOOP

& REMOVE PCC PAD.

CONTRACTOR TO REMOVE &

REPLACE STOOP IF DAMAGED

DURING CONSTRUCTION

REMOVE

EX. PAVEMENT

SAWCUT TO

NEAREST JOINT

PROTECT EX. STOOP

& REMOVE PCC PAD.

CONTRACTOR TO REMOVE &

REPLACE STOOP IF DAMAGED

DURING CONSTRUCTION

DATE:

DRAWN:

REVIEWED:

SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

240202.00

CLARINDA

CORRECTIONS

FACILITY - KITCHEN &

LAUNDRY ADDITION

STATE OF IOWA - DEPARTMENT

OF CORRECTIONS

2000 N 16TH ST, CLARINDA, IA

51632

02/09/2024

BID SET

SVS

LCR

SVS

RFB922300-02

GRAPHIC SCALE

030 15 30 60

L:\

LA

ND

P

RO

JE

CT

S

\21

C

LA

RI

ND

A

CO

RR

EC

TI

ON

AL

K

IT

CH

EN

LA

UN

DR

Y

AD

DI

TI

ON

\D

W G\

C1 E

XI

ST

IN

G

CO

ND

IT

IO

NS

D

EM

O.

DW

G 2/5

/20

4:

:36 P

M

EX. CONDITIONS &

DEMO PLAN

C1.1

DEMO NOTES:

1. SAWCUT & REMOVE ALL PAVEMENT TO FULL DEPTH OF SLAB.

2. PROTECT ALL TREES NOT CALLED OUT FOR REMOVAL WITH ORANGE

CONSTRUCTION FENCE AT THE DRIP LINE.

3. PAVEMENT STRIPING CALLED OUT FOR REMOVAL SHALL BE SANDBLASTED. NO

GRINDING WILL BE ALLOWED.

4. 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.

5. CONTRACTOR TO COORDINATE PERMITTING, SIGNAGE AND LANE CLOSURE WITH

CITY OF CLARINDA AS REQUIRED FOR WORK WITHIN RIGHT OF WAY PRIOR TO

START OF CONSTRUCTION.

6. 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.

7. CONTRACTOR TO REMOVE EXISTING GRANULAR SURFACE AND UNSUITABLE

MATERIALS WITHIN REMOVAL LIMITS SHOWN AND HAUL OFF TO AN APPROVED

LOCATION.

8. CONTRACTOR TO COORDINATE WITH OWNER FOR SALVAGING & STORING

MATERIALS AT A LOCATION DESIGNATED BY THE OWNER.

9. CONTRACTOR TO COORDINATE WITH UTILITY OWNERS AND MEP FOR ANY

REQUIRED RELOCATION OR ADJUSTMENT OF EXISTING FIBER, ELECTRIC AND

GAS LINES AS NEEDED TO AVOID CONFLICT WITH CONSTRUCTION ACTIVITIES

AND IMPROVEMENTS.

10. CONTRACTOR TO COORDINATE WITH ARCHITECTURAL AND STRUCTURAL PLANS

FOR ANY BUILDING AND STOOP DEMOLITION.

11. ALL REMOVAL AND REPLACEMENT OF EXISTING FENCING IS TO BE COMPLETED

BY OWNER.

ST 30" ST 30"

ST

ST

ST 24" ST 24"

ST 30"

ST 30"

6" DEPTH PCC ON 12"

DEPTH PREPARED

SUBGRADE

(REF. DETAIL 1, C6.1)

PROPOSED BUILDING

TOTAL BLDG. AREA = 22,250 SF

BLDG . HEIGHT = 28'-6"

FF=1049.24'

SAN 6" SAN 6" SAN 6"

ST

ST 24" ST 24"

MA

TC

H

EX

PROP. CONTRACTOR STORAGE AREA

6" DEPTH CLASS A ROADSTONE

PROP. CONTRACTOR & TRAILER PARKING

6" DEPTH CLASS A ROADSTONE

CO

ST

ST

S

D D

D

D

37'

.1'

113.93'

113.89'

11.08'

11'

62.43'

.94

92.87'53.44'

.95

.81

20'

.89

20'17'

8.2 8'

55.86'

33.48'

0.9

9'

14.

06'

2'

5' 14.

47'

58.63'

.93

6'

6'

6' 6'

228.66'

.12

4" DEPTH 3/4"

DIA GREY TRAP

ROCK, TYP. TEMPORARY

MANGATE

12' HT TEMPORARY

SECURITY FENCE

(RAZOR WIRE & FENCE

PROVIDED BY OWNER, NIC)

TEMPORARY DELIVERY GATE

(BY OTHERS, NIC. CONTRACTOR TO

COORDINATE SECURITY &

CONSTRUCTION WITH OWNER)

16' WIDE SLIDING

GATE /W MOTOR

(BY OWNER, NIC)

EXTERIOR VISITOR AREA

TO BE REMOVED AND

REINSTALLED

(BY OWNER, NIC)

6" DEPTH CLASS A ROADSTONE

GRAVEL SHOULDER TO BE 5' OFF

OF SECURITY FENCE6" DEPTH CLASS A

ROADSTONE

GRAVEL SHOULDER

6" DEPTH PCC FLUME W/

6" CURB

PCC FLUME

(MATCH EX. PAVEMENT &

DEPTH)

6" DEPTH CLASS A

ROADSTONE GRAVEL

SHOULDER

6" DEPTH CLASS A ROADSTONE

GRAVEL SHOULDER TO BE 5' OFF

BACK OF CURB

12' HT TEMPORARY

SECURITY FENCE

(RAZOR WIRE & FENCE

PROVIDED BY OWNER, NIC)

TEMP. 6" DEPTH CLASS A

ROADSTONE

4" DEPTH 3/4"

DIA GREY TRAP

ROCK, TYP.

4" DEPTH 3/4"

DIA GREY TRAP

ROCK, TYP.

5.99'

5.96'

R2'

R2'

R1

R1'40 .1'

6" DEPTH PCC W/ 6" CURB

ON PREPARED SUBGRADE

5" DEPTH SIDEWALK BEHIND

BACK OF CURB W/ EXPANSION JOINT

MATCH EX. CURB DESIGN

2' WIDE FLUME TO

MAINTAIN EX

DRAINAGE

PATTERNS

NEW GENERATOR

PAD (REF. ELEC)

6" BOLLARD, 4' HT. PAINTED HIGH

VISIBILITY YELLOW, TYP.

(REF. DETAIL 5, C6.1)

R10'

R10'

PCC PAVEMENT AT MINIMUM 6" DEPTH OR 1"

GREATER THAN EXISTING ADJACENT PAVEMENTS

G4" G

4"

130.0'

.4'

2…