W912QR24R0027_CF_Plans-0002.pdf

US Army Corps of Engineers ®

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US Army Corps of Engineers ®

SOLICITATION NO.:

ISSUE DATE:

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CONTRACT NO.:

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FY24

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LOUISVILLE

10 JUNE 2024

US ARMY RESERVE, 225 E ARMY POST RD,

DES MOINES, IA 50315

DES MOINES ARMY RESERVE CENTER D/B RFP

DEVELOPMENT FOR ARMY RESERVE CENTER

BUILDING 100 & VEHICLE MAINTENANCE SHOP

BUILDING 101

P2# 515372 FY 2024

CERTIFIED FINAL RFP SUBMITTAL

3500 Parkway Lane Suite 500 Peachtree Corners, Georgia 30092

Pond & Company TETRA TECH, INC.

4967 US HWY 42

Louisville, KY 40222

515372

25 June 2024

W912QR24R0027-0002

Certified Final Design

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ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

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SHEET LIST

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

G-003 GENERAL NOTES, ABBREVIATIONS

CIVIL

C-001 GENERAL CIVIL LEGEND AND ABBREVIATIONS

C-002 CIVIL GENERAL NOTES

C-003 GENERAL CONSTRUCTION NOTES

C-004 GENERAL CONSTRUCTION NOTES

B-101 BORING LOCATION PLAN AND LOGS

B-102 BORING LOGS

V-100 SURVEY

CD100 OVERALL DEMOLITION PLAN

CD101 DEMOLITION PLAN

CD102 DEMOLITION PLAN

CS100 OVERALL SITE PLAN

CS101 SITE PLAN

CS102 SITE PLAN

CS200 TRUCK TURN PLAN

CS201 LOD STAKING PLAN

CS202 LOD STAKING PLAN

CS203 LOD STAKING PLAN

CS204 LOD STAKING TABLE

CG100 OVERALL GRADING PLAN

CG101 GRADING AND DRAINAGE PLAN

CG102 GRADING AND DRAINAGE PLAN

CU100 OVERALL UTILITY PLAN

CU101 UTILITY PLAN

CU102 UTILITY PLAN

CU103 UTILITY PLAN

ARCHITECTURAL

AD001 GENERAL NOTES - DEMOLITION

AD101 ARC - DEMOLITION OVERALL FIRST FLOOR PLAN

AD102 ARC - DEMOLITION OVERALL SECOND FLOOR PLAN

AD103 VMS - DEMOLITION FLOOR PLAN

AD104 ARC - DEMOLITION ROOF PLAN

AD120 FIRST FLOOR REFLECTED CEILING PLAN DEMOLITION

AD121 SECOND FLOOR REFLECTED CEILING PLAN DEMOLITION

AD201 ARC - DEMOLITION ELEVATIONS

AD202 ARC - DEMOLITION ELEVATIONS

AD203 VMS - DEMOLITION ELEVATIONS

A-101 ARC - OVERALL FIRST FLOOR PLAN

A-102 ARC - OVERALL SECOND FLOOR PLAN

A-103 VMS - NEW WORK FLOOR PLAN

A-104 ARC - FIRST FLOOR PLAN AREA 'A'

A-105 ARC - FIRST FLOOR PLAN AREA 'B'

A-106 ARC - FIRST FLOOR PLAN AREA 'C'

A-107 ARC - SECOND FLOOR PLAN AREA 'A'

A-108 ARC - SECOND FLOOR PLAN AREA 'B'

A-110 ARC - ROOF PLAN

A-120 FIRST FLOOR REFLECTED CEILING PLAN

A-121 SECOND FLOOR REFLECTED CEILING PLAN

A-201 ARC - ELEVATIONS

A-203 VMS - ELEVATIONS

A-301 ENLARGED FLOOR PLANS

A-601 DOOR TYPES, SCHEDULE AND DETAILS

A-602 WINDOW TYPES, SCHEDULE AND STOREFRONT ELEVATIONS

A-603 PARTITION TYPES

INTERIOR

I-101 FINISH LEGEND AND SCHEDULE - FIRST FLOOR

I-102 FINISH LEGEND AND SCHEDULE - SECOND FLOOR

I-111 FIRST FLOOR FURNITURE PLAN - AREA "A"

I-112 FIRST FLOOR FURNITURE PLAN - AREA "B"

I-113 FIRST FLOOR FURNITURE PLAN - AREA "C"

I-114 SECOND FLOOR FURNITURE PLAN - AREA"A"

I-115 SECOND FLOOR FURNITURE PLAN - AREA"B"

I-116 SECOND FLOOR FURNITURE PLAN AREA "C"

MECHANICAL

M-001 MECHANICAL GENERAL NOTES AND DESIGN CRITERIA

M-002 MECHANICAL ABBREVIATIONS AND LEGENDS

M-101 MECHANICAL CONCEPT PLAN - LEVEL 1

M-102 MECHANICAL CONCEPT PLAN - LEVEL 2

M-103 MECHANICAL CONCEPT PLANS - VMS

M-401 MECHANICAL HVAC ENLARGED PLANS

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DRAWING ABBREVIATIONS

INDEX OF DRAWINGS

BUILDING SUMMARY

NUMBERING SYSTEM:

XX100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

DISCIPLINE MODIFIER

ANNOTATION CALLOUTS/DRAWING SYMBOLS

GENERAL NOTES

A ---------------------

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES

ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER)

BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED /

CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED

EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL

FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE

BOARD (INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR

PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED

PLASTIC

FRTW FIRE RETARDANT TREATED

WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED

GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE

AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING

CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONR

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

REFER TO A/E/C CAD STANDARD FOR

SHEET NUMBERINGSTANDARDS

REVISION

TAG

NORTH ARROW w/

TRUE NORTH

INDICATION

ROOM TAG

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

LEVEL NAME

SHEET NUMBER

SHEET NUMBER

SHEET NUMBER

SHEET KEYNOTE

INTERIOR ELEVATION

SHEET NUMBER

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL

(FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TR TELECOMMUNICATION ROOM

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

SHEET NUMBER WITHIN SERIES

A201

A204

A301

A401

ROOM

100'

LEVEL 01

100'

A

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US Army Corps of Engineers ®

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TA

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AT

AND

DIAMETER

AGGREGATE BASE COURSE

ABANDONED

ASPHALT CONCRETE

APPROXIMATELY

ARMY RESERVE DESIGN GUIDE

BASE CIVIL ENGINEERING

BUILDING

BENCHMARK

BOTTOM

BYPASS

COMPOST AMENDED VEGETATED FILTER STRIP

CATCH BASIN

CIVIL ENGINEER

CENTERLINE

CUBIC FEET

CORRUGATED METAL PIPE

CATHODIC PROTECTION TEST STATION

CONCRETE

CONTRACTING OFFICER'S REPRESENTATIVE

CEMENT TREATED BASE

DESIGN/BUILD

DROP INLET

DIAMETER

DUCTILE IRON PIPE

DESIGNER

DEPARTMENT OF NATURAL RESOURCES

EASTING

ENGINEERED DISPERSION

EXISTING GRADE

ELEVATION

EDGE OF PAVEMENT

EASEMENT

EXISTING

FINISHED FLOOR ELEVATION

FINISHED GRADE

FIRE HYDRANT

FEET

FOREIGN OBJECT AND DEBRIS

GRADED-CRUSHED AGGREGATE BASE COURSE

GEOGRAPHIC INFORMATION SYSTEM

GROUND SERVICE EQUIPMENT

HIGH DENSITY POLYETHYLENE PIPE

HORIZONTAL

INSIDE BOTTOM OF WALL

INSIDE DIAMETER

INVERT ELEVATION

INCH

INCORPORATED

INVERT

IOWA DEPARTMENT OF TRANSPORTATION

IRON PIN FOUND

IRON PIN SET

INSTALLATION RADIATION SAFETY OFFICER

JUNCTION BOX

CONTRACTING OFFICER

LINEAR FEET

LIMITS OF DISTURBANCE

LIGHTNING PROTECTION

MAXIMUM

MILITARY EQUIPMENT PARKING

MINIMUM

MOBILE KITCHEN TRAILER

MONUMENT

MONITORING WELL

NORTHING

NOW OR FORMERLY

NUMBER

NOT TO SCALE

ON CENTER

ON CENTER EACH WAY

OUTSIDE DIAMETER

OFFSET

OIL/WATER SEPARATOR

PORTLAND CEMENT CONCRETE

POST INDICATOR VALVE

POINT OF BEGINNING

PRIVATELY OWNED VEHICLE

PROPOSED

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POLYVINYL CHLORIDE

QUALITY CONTROL

REINFORCED CONCRETE PIPE

RADIUS POINT

RIGHT OF WAY

SQUARE FEET

SPECIFICATIONS

SQUARE

SANITARY SEWER

SANITARY SEWER MANHOLE

STORM DRAIN

STATION

STANDARD

STORMWATER POLLUTION PREVENTION PLAN

TEMPORARY BENCHMARK

TYPICAL

VERTICAL

WATER METER

WATER VALVE

WELDED WIRE FABRIC

Ø

ABC

ABND

AC

APPROX.

ARDG

BCE

BLDG

BM

BOT

BP

CAVFS

CB

CE

CF

CMP

CPTS

CONC

COR

CTB

D/B

DI

DIA

DIP

DES

DNR

E

ED

EG

EL OR ELEV

EP

ESMT

EX

FFE

FG

FH

FT

FOD

GCAB

GIS

GSE

HDPE

HORZ

IBW

ID

IE

IN

INC

INV

IOWADOT

IPF

IPS

IRSO

JB

KO

LF

LOD

LP

MAX

MEP

MIN

MKT

MON

MW

N N/F

NO

NTS

OC

OCEW

OD

OFST

OWS

PCC

PIV

POB

POV

PROP

PSF

PSI

PVC

QC

RCP

RP

R/W

SF

SPEC

SQ

SS

SSMH

ST

STA

STD

SWPPP

TBM

TYP

VERT

WM

WV

WWF

ABBREVIATIONS

DESCRIPTIONPROPOSED ITEM

LEGEND

EXISTING ITEM

SHEET NAMING CONVENTION

C-001

2 DIGIT SEQUENTIAL # (01-99)

(FIRST DIGIT INDICATES PLAN

TYPE. SECOND DIGIT INDICATES

FLOOR)

1 DIGIT SHEET TYPE DESIGNATOR

0 - GENERAL

2 - PROFILES

3 - SECTIONS

4 - ENLARGED PLANS

6 - SCHEDULES AND DIAGRAMS

9 - 3D VIEWS (ISO, PERSPECTIVES,

PHOTOS)

2 DIGIT DESCIPLINE

DESIGNATOR

(IF ONLY ONE LETTER IS

USED, THE SECOND

LETTER IS REPLACED

WITH A DASH "-" AS A

PLACEHOLDER)**

PROJECT CONTACTS:

CIVIL ENGINEER FOR THIS PROJECT IS:

POND & COMPANY

3500 PARKWAY LANE, SUITE 500

PEACHTREE CORNERS, GA 30092

P: (678) 336.7740

CONTACT: EFRAIM MANGIWA, PE

SURVEYOR FOR THIS PROJECT IS:

LT LEON ASSOCIATES. INC

500 EAST LOCUST STREET SUITE 400

DES MOINES, IA 50309

P: (515) 422 7016

CONTACT: IAN MCKENZIE / LUIS LEON

GEOTECH FOR THIS PROJECT IS:

NAME: BRAUN INTERTEC

3000 JUSTIN DRIVE, SUITE K

URBANDALE, IA 50322

P: (319) 432 9656

CONTACT: ANDREW SCHWEIZER, PE

1 - PLANS

5 - DETAILS

7 - USER DEFINED

8 - USER DEFINED

NOTE:

1. NOT ALL ABBREVIATIONS SHOWN WILL BE USED ON THIS

PROJECT. WITH

WATER TO CEMENT

YEAR

W/ W/C

YR

C-001

G

EN

ER

AL

C

IV

IL

L

EG

EN

D A

N D

AB

BR

EV

IA

TI

O

N S

CO

D

S

E

X X

San San San

StS StS StS

OHE OHE OHE

E E E

FO FO FO

G G G

W W W

T T T

DECIDUOUS TREE

CONIFEROUS SHRUB

ELECTRICAL TRANSFORMER

GUY WIRE

LIGHT POLE

SIGN

MAILBOX

WATER VALVE

FIRE HYDRANT

SANITARY OR STORM CLEANOUT

SANITARY MANHOLE

STORM MANHOLE

ELECTRICAL METER

AIR CONDITIONING UNIT

PCC PAVEMENT

ASPHALT PAVEMENT

TELE-COMMUNICATION SERVICE

FIRE LINE

NATURAL GAS SERVICE

FIBER OPTIC SERVICE

OVERHEARD ELECTRICAL SERVICE

STORM SEWER

SANITARY SEWER

6-FOOT CHAIN LINK FENCE W/ BARB WIRE

UNDERGROUND ELECTRICAL SERVICE

BOLLARD

X X X

S

CO

SS SS

G

F F F

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

HEAVY VEHICLE RATED

CONCRETE PAVEMENT

NON-VEHICULAR CONCRETE PAVEMENT

MKT CONCRETE PAVEMENT

GRAVEL DRIVEWAY

N/A

MKT DRIVEWAY

CONCRETE PAVEMENT

N/A

N/A

N/A

N/A

N/A

FULL DEPTH

ASPHALT PAVEMENT

COMMUNICATION HANDHOLE

N/A

LIMITS OF DISTURBANCELOD LOD LODN/A

N/A H

FO FO

W

2Q R

R

_C F_

Pl an s-

SHEET ID

U S

AR

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D

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B

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SU

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Y:

SI

ZE

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AN

SI

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SU

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AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

2 4 6 8 10 12 14 16 20

P

M

K

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H W

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Lo ui sv ille

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(5

) 5

-5

Fa x (5

) 5

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P ar kw ay

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Pe ac ht re e C or ne rs , G

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GENERAL CIVIL NOTES

1. THE CONTRACTOR MUST COMPLY WITH ALL CITY, COUNTY, STATE AND

FEDERAL REGULATIONS APPLICABLE TO CONSTRUCTION OF THIS SITE.

2. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION MUST BE IN

STRICT ACCORDANCE WITH THE MINIMUM ENGINEERING AND

CONSTRUCTION STANDARDS ADOPTED BY THE U.S. ARMY CORPS OF

ENGINEERS (USACE). WHERE CONFLICTS OR OMISSIONS EXIST, THE USACE

STANDARDS MUST DICTATE. SUBSTITUTIONS AND DEVIATION FROM PLANS

AND SPECIFICATIONS MUST BE PERMITTED ONLY WHEN WRITTEN APPROVAL

HAS BEEN ISSUED BY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR).

3. ALL DIMENSIONS ARE TAKEN FROM/TO FENCE LINES, CENTERLINE OF

UTILITY, CENTER OF MANHOLE OR CATCH BASIN, CENTERLINE OF ROAD,

FACE OF BUILDING, FACE OF CURB, FACE OF WALL, OR CENTERLINE OF

STRIPING UNLESS OTHERWISE NOTED.

4. EXISTING CONDITIONS SHOWN ARE BASED UPON GIS INFORMATION

PROVIDED BY DES MOINES ARMY RESERVE CENTER. EXISTING UTILITY

INFORMATION SHOULD BE CONSIDERED APPROXIMATE AND MUST BE

VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION OR ORDERING

MATERIALS.

5. ALL REQUIRED EROSION AND SEDIMENT CONTROL MEASURES MUST BE

PROVIDED, INSTALLED, AND MAINTAINED NOT SHOWN ON THE APPLICABLE

EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS CONTAINED

WITHIN THESE CONSTRUCTION DOCUMENTS.

6. CONTRACTOR TO MOVE ALL CONSTRUCTION DEBRIS OFF DES MOINES ARMY

RESERVE CENTER AND DISPOSE DEBRIS AT A LEGAL, PERMITTED LANDFILL

CONSISTENT WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS.

7. NO BURNING IS ALLOWED ON DES MOINES ARMY RESERVE CENTER.

8. CONTRACTOR TO ENSURE ALL EXISTING TOPS OF MANHOLES AND VALVE

BOXES ARE RAISED OR LOWERED TO BE FLUSH WITH FINISHED GRADES,

UNLESS NOTED OTHERWISE.

9. ALL PAVEMENT AND SIDEWALKS MUST BE CONSTRUCTED FLUSH WITH

EXISTING, WITH NO PONDING OF STORMWATER, UNLESS NOTED OTHERWISE.

10. CONTRACTOR MUST GRADE ALL DISTURBED AREAS TO ENSURE POSITIVE

DRAINAGE AWAY FROM ALL BUILDINGS AND TO DRAINAGE STRUCTURES OR

DITCHES. NATURAL FLOW OF SURROUNDING WATERS MUST NOT BE

DISTURBED DURING CONSTRUCTION, UNLESS SHOWN OTHERWISE.

11. CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS, COORDINATES, AND

DIMENSIONAL INFORMATION PRIOR TO CONSTRUCTION. THE CONTRACTOR

MUST BRING ALL DISCREPANCIES TO THE ATTENTION OF THE CONTRACTING

OFFICER'S REPRESENTATIVE ( COR) PRIOR TO STARTING CONSTRUCTION.

12. THE CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING INSTALLATION

OF ALL UTILITIES WITH THOSE THAT ARE EXISTING. IF EXISTING UTILITIES

ARE IN CONFLICT WITH UTILITIES, THE SITE CONTRACTOR MUST NOTIFY THE

COR BEFORE PROCEEDING WITH CONSTRUCTION.

13. ALL TOPSOIL AND EXCAVATED MATERIAL MUST BE STOCKPILED IN AN

APPROVED AREA DURING CONSTRUCTION. EXCESS OR UNUSABLE TOPSOIL

MUST BE DISPOSED OF OFF-SITE IN A MANNER THAT IS LEGAL AND

CONSISTENT WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.

14. THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON

THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION

AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR.

THE ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO

THE START OF ANY CONSTRUCTION ACTIVITY IT MUST BE THE

CONTRACTOR'S RESPONSIBILITY TO NOTIFY AND ARRANGE THE PROPOSED

WORK AND UTILITY RELOCATIONS WITH THE COR AND UTILITY PROVIDERS.

THE CONTRACTOR MUST EXERCISE CAUTION WHEN CROSSING

UNDERGROUND UTILITIES, WHETHER SHOWN ON THE PLAN OR LOCATED BY

THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFERE WITH THE

CONSTRUCTION MUST BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER'S REPRESENTATIVE (COR). ANY FEES ASSOCIATED

WITH UTILITY RELOCATIONS MUST BE BORNE BY THE CONTRACTOR IN

ACCORDANCE WITH RESPECTIVE UTILITY COMPANY STANDARDS. THE

CONTRACTOR WILL COORDINATE DISCONNECTION OF EXISTING UTILITIES

WITH THE COR AND APPROPRIATE UTILITY PROVIDER.

15. UTILITIES INDICATED MUST BE CONSTRUCTED IN ACCORDANCE WITH THE

APPLICABLE PROVISIONS OF THE SPECIFICATIONS. GRADING MUST BE AS

INDICATED, AND MUST PRODUCE A FINISHED SURFACE WITH NO PONDING OF

WATER, READY TO RECEIVE PLANTING MATERIALS OR GRASSING.

16. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL

REQUIRED PERMITS ARE OBTAINED AND IN HAND BEFORE BEGINNING ANY

CONSTRUCTION. NO CONSTRUCTION OR FABRICATION OF ANY ITEM MUST

BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PERMITS AND ANY OTHER

REQUIRED APPROVALS FROM ALL OF THE PERMITTING AND ANY OTHER

REGULATORY AUTHORITIES. ANY PENALTIES, STOP WORK ORDERS OR

ADDITIONAL WORK RESULTING FROM THE CONTRACTOR BEING IN VIOLATION

OF THE REQUIREMENTS ABOVE, MUST BE FULLY BORNE BY THE

CONTRACTOR.

17. ALL CONTRACTORS/SUBCONTRACTORS THAT WILL BE ENGAGED IN LAND

DISTURBING ACTIVITIES MUST COMPLY WITH ALL EROSION, SEDIMENTATION

AND POLLUTION CONTROL AND STORMWATER POLLUTION PREVENTION

REQUIREMENTS CONTAINED THROUGHOUT THE DRAWINGS, SPECIFICATIONS,

AND PERMITS.

18. AREAS DISTURBED BY THE CONTRACTOR, WHICH ARE NOT PART OF THIS

PROJECT, MUST BE RETURNED TO PRE-CONSTRUCTION OR BETTER

CONDITION PRIOR TO THE COMPLETION OF THE PROJECT AS DETERMINED BY

THE COR.

19. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR

PROCEDURES IN PERFORMING THE WORK IS SOLELY THE RESPONSIBILITY OF

THE CONTRACTOR, WHO IS ALSO RESPONSIBLE FOR COMPLYING WITH ALL

HEALTH AND SAFETY PRECAUTIONS AS REQUIRED BY THE APPLICABLE

REGULATORY AGENCY.

20. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING AND

TEMPORARY SUPPORTS, ETC. ARE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

21. PROTECT ALL EXISTING FEATURES AND EXISTING LANDSCAPING THAT WILL

REMAIN. ANY ITEM DAMAGED DURING THE PERFORMANCE OF THE WORK

MUST BE RESTORED TO PRE-CONSTRUCTION CONDITION, OR REPLACED

WITH NEW AT THE CONTRACTOR'S EXPENSE. CONTRACTOR MUST TAKE

PRECAUTIONS TO AVOID OVERLOADING PAVEMENTS WHICH WILL REMAIN.

22. CONTRACTOR MUST INSPECT ALL SEDIMENT AND EROSION CONTROL

MEASURES DAILY AND DURING PROLONGED PERIODS OF CONTINUOUS

RAINFALL EVENTS TO ENSURE THAT ALL CONTROLS ARE FUNCTIONING

PROPERLY. DAMAGED CONTROLS MUST BE REPLACED BY THE END OF THE

WORKDAY.

23. EACH SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION PLANS AND

MUST BE READ WITH THE FULL SET TO BEST ENSURE PROPER

INTERPRETATION.

24. SHEET KEYNOTES ON THE PLANS ARE SPECIFIC TO THAT SHEET ONLY.

MISSING SEQUENTIAL NUMBERS DO NOT APPLY TO THAT SHEET.

25. THE CONTRACTOR LAYDOWN AREA WILL BE PLACED WITHIN THE POV

PARKING AREA. THE CONTRACTOR MUST PROVIDE A STAGING AND PHASING

AREA WITH APPROVAL FROM THE COR.

GENERAL CIVIL DEMOLITION NOTES

1. "DEMOLISH" MEANS TO REMOVE AN OBJECT AS INDICATED ON THE

DRAWINGS. RESTORE GRADES AND SURFACE IMPROVEMENTS TO MATCH

EXISTING CONDITIONS OR THE REQUIREMENTS OF WORK, WHICHEVER IS

APPLICABLE.

2. SAWCUT TO FULL DEPTH AND REMOVE FROM GOVERNMENT PROPERY

CONCRETE SLABS IN THE LOCATIONS INDICATED ON THE PLANS. CONCRETE

SLABS SHALL BE REMOVED TO SAWED EDGES.

3. THE EROSION AND SEDIMENTATION CONTROL MEASURES AND TEMPORARY

CONSTRUCTION FENCING MUST BE IN PLACE PRIOR TO COMMENCEMENT OR

CONCURRENT WITH DEMOLITION.

4. CONTRACTOR MUST ESTABLISH SURVEY CONTROL NETWORK OUTSIDE

LIMITS OF DEMOLITION PRIOR TO COMMENCEMENT OF WORK. THIS WORK

MUST BE PERFORMED BY LICENSED & REGISTERED IOWA LAND SURVEYOR.

5. ALL DEMOLITION WORK MUST BE COORDINATED WITH CONTRACTOR'S

SCHEDULE, LOGISTICS PLAN (APPROVED BY COR), EROSION, SEDIMENTATION

AND POLLUTION CONTROL PLAN PRIOR TO WORK.

6. ALL TEMPORARY FENCING DEMOLISHED FROM SITE TO A LEGAL LANDFILL.

7. TRASH AND LITTER TO BE FULLY REMOVED FROM SITE TO A LEGAL LANDFILL.

GENERAL CIVIL SITE NOTES

1. CONTRACTOR MUST FURNISH AND MAINTAIN ANY AND ALL NECESSARY

BARRICADES AROUND THE WORK AND PROVIDE PROTECTION AGAINST

WATER DAMAGE AND SOIL EROSION.

2. PAVEMENT MARKINGS, INCLUDING ANY STANDARD HANDICAP SYMBOLS,

PARKING STRIPING, STOP BARS, AND TRAFFIC ARROWS, MUST BE PAINTED

ON PAVEMENT AT LOCATIONS SHOWN. THE LOT MUST BE COMPLETELY SHUT

DOWN AND LIMITED TO STAGING AND LAYDOWN AREA DURING THE

MILLING/OVERLAY AND REPLACEMENT OF THE PARKING LOT PAVEMENT.

3. ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS AND SIGNAGE MUST

CONFORM TO THE MOST RECENT IOWA DEPARTMENT OF TRANSPORTATION

(IOWADOT) AND MUTCD STANDARDS AND SPECIFICATIONS.

GRADING AND DRAINAGE NOTES

1. POSITIVE DRAINAGE MUST BE MAINTAINED AT ALL TIMES TO PREVENT

SATURATION OF EXPOSED SOILS IN CASE OF SUDDEN RAINS, UNTIL FINISHED

GRADING IS ACHIEVED. CONTRACTOR MUST LOCATE ALL EXISTING UTILITIES

PRIOR TO ANY EXCAVATION.

2. CONTRACTOR MUST PROVIDE ALL PERIMETER EROSION AND SEDIMENT

CONTROL MEASURES PRIOR TO ANY SITE CLEARING OR EXCAVATION.

3. ALL BACKFILL AND FILL MATERIAL MUST BE FREE OF ORGANIC MATTER AND

WASTE.

4. THE CONTRACTOR MUST REMOVE ALL EROSION AND SEDIMENT CONTROL

FENCING FROM THE SITE PRIOR TO FINAL PROJECT ACCEPTANCE, AND MUST

SMOOTH THE GROUND SURFACE WHERE THE FENCE WAS REMOVED; THEN,

MULCH OR SEED & STRAW (SEASON APPROPRIATE GRASS) THE RESTORED

SURFACE AS SUNLIGHT CONDITIONS WARRANT.

5. CONTRACTOR MUST MARK, PRESERVE AND PROTECT ALL SURVEY

BENCHMARKS.

6. IF ANY BENCHMARKS ARE DAMAGED OR DEMOLISHED, ANY RELOCATED

BENCHMARK MUST BE RESET OR REESTABLISHED BY A LICENSED

PROFESSIONAL SURVEYOR AND PROVIDED ON AS-BUlLTS.

7. ALL CUT AND FILL SLOPES MUST BE 3:1 OR FLATTER (SEE PLANS).

8. ALL SPOT ELEVATIONS NOTED ARE FINISH GRADE.

GENERAL UTILITY NOTES:

1. UTILITY SUBCONTRACTORS ARE RESPONSIBLE FOR COORDINATING ALL

BUILDING CONNECTIONS WITH BUILDING CONTRACTOR AND THE

INFORMATION PROVIDED ON MECHANICAL, FIRE PROTECTION AND

ELECTRICAL SHEETS.

2. CONTRACTOR MUST CONTACT AND SUBMIT 811 DIG PERMIT TO IDENTIFY THE

LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF WORK.

3. PROVIDE A MINIMUM NOTICE OF 30 DAYS FOR ALL REQUIRED UTILITY

SHUTDOWNS FOR UTILITY CONNECTIONS WITH THE CONTRACTING OFFICER.

4. ALL EQUIPMENT MUST BE PAINTED TO MATCH BASE STANDARD.

5. ANY CHANGES TO UTILITY DESIGN MUST BE APPROVED BY THE

CONTRACTING OFFICER IN WRITING.

6. CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING ALL UTILITY

CONNECTION FEES AND OBTAINING ALL PERMITS REQUIRED FOR THE UTILITY

CONSTRUCTION AND CONNECTIONS. THIS INCLUDES ALL FEES ASSOCIATED

WITH CONNECTION CHARGES AND METERS.

7. ALL UNDERGROUND UTILITIES ARE SUBJECT TO ACCEPTANCE TESTING AND

INSPECTION METHODS DETAILED IN THE SPECIFICATIONS, WHICH MAY

INCLUDE VIDEO CAMERA INSPECTION. COORDINATE CAMERA AND

EQUIPMENT WITH THE SITE SECURITY MANAGER AND CONTRACTING OFFICER

PRIOR TO BRINGING ANY PHOTOGRAPHY OR VIDEO EQUIPMENT ON SITE.

8. ALL WATER & SEWER CONSTRUCTION WORK ON THIS PROJECT MUST BE

PERFORMED IN ACCORDANCE WITH ALL APPLICABLE INDUSTRY CODES AND

STANDARDS. THESE CODES AND STANDARDS INCLUDE BUT ARE NOT LIMITED

TO THE FOLLOWING: AMERICAN WATER WORKS ASSOCIATION (AWWA),

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AMERICAN SOCIETY FOR

TESTING AND MATERIALS (ASTM), OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA), AMERICAN ASSOCIATION OF STATE HIGHWAY AND

TRANSPORTATION OFFICIALS (AASHTO), NATIONAL FIRE PROTECTION

ASSOCIATION (NFPA), UNIFIED FACILITIES CRITERIA (UFC), ENVIRONMENTAL

PROTECTION AGENCY (EPA) AND USACE EM 385-1-1 SAFETY AND HEALTH

REQUIREMENT MANUAL. THE MOST STRINGENT MUST BE APPLIED IN ALL

CASES ESPECIALLY FOR ISSUES RELATED TO SAFETY.

WATER UTILITY NOTES:

1. THRUST BLOCKS OR JOINT RESTRAINTS ARE REQUIRED AT ALL TEES, BENDS,

OR ELBOWS OF PRESSURIZED PIPING IN ACCORDANCE WITH THE DRAWINGS,

SPECIFICATIONS, AND MANUFACTURER'S RECOMMENDATIONS. SEE SHEET

CU502 FOR TYPICAL THRUST BLOCK DETAIL. MECHANICAL JOINT RESTRAINTS

ARE ALLOWED IN AREAS WHERE PROXIMITY OF ADJACENT UTILITIES OR

STRUCTURES WILL MAKE PLACEMENT OF THRUST BLOCKS DIFFICULT. USE

OF JOINT RESTRAINTS MUST BE APPROVED BY THE CONTRACTING OFFICER.

2. WATER LINES MUST BE INSTALLED A MINIMUM OF 3 FEET BEHIND THE EDGE

OF PAVEMENT OR FACE OF CURB UNLESS INDICATED OTHERWISE. SEE

SPECIFICATIONS FOR ADDITIONAL CLEARANCE REQUIREMENTS FOR WATER

PIPING.

3. FIRE HYDRANTS MUST BE INSTALLED A MINIMUM OF 3 FEET AND A MAXIMUM

OF 6 FEET FROM EDGE OF PAVEMENT OR FACE OF CURB AND A MINIMUM OF 1

FEET FROM EDGE OF SIDEWALK UNLESS INDICATED OTHERWISE. A RADIUS

OF 3 FEET AROUND THE HYDRANT SHALL BE KEPT CLEAR FOR FIRE

DEPARTMENT ACCESS. AREA BETWEEN CURB AND HYDRANTS SHALL BE

KEPT CLEAR OF OBSTRUCTIONS. FIRE HYDRANTS SHALL BE PAINTED BROWN

TO MATCH DES MOINES RESERVE CENTER STANDARDS. PLACE COLORED

BAND(S) ON EACH FIRE HYDRANT INDICATING THE CLASS OF THE HYDRANT

DESIGNATED IN NFPA 291 (IE CLASS AA, A, B, OR C).

SANITARY UTILITY NOTES:

1. ALL SANITARY SEWER BUILDING CONNECTIONS SHALL BE MADE USING 4-INCH

LINES UNLESS INDICATED OTHERWISE.

2. ALL SANITARY LINES ARE TO BE LAID AT A UNIFORM SLOPE FROM THE

BUILDING CONNECTIONS TO THE CONNECTING SEWER AND BETWEEN UTILITY

STRUCTURES.

3. IF MANHOLES ARE INDICATED ON SANITARY LINES, A MINIMUM 0.1 FEET DROP

IN ELEVATION BETWEEN THE INCOMING AND OUTGOING SEWER SHALL BE

PROVIDED IN EACH MANHOLE UNLESS INDICATED OTHERWISE. INVERT FLOW

CHANNELS SHALL BE CONSTRUCTED TO PROVIDE SMOOTH AND UNIFORM

SLOPE WITH GRADUAL TRANSITION SECTIONS.

UTILITY STRUCTURE NOTES:

1. MANHOLE RIM ELEVATION SHALL BE FLUSH WITH FINAL GRADE, UNLESS

NOTED OTHERWISE.

2. COVERS AND CASTINGS OF MANHOLES AND STRUCTURES SHALL BE

STAMPED PER THE APPROPRIATE UTILITY TYPE OR PER THE LOCAL

STANDARDS, AND SHALL BE STAMPED PER THE ORIGIN OF MANUFACTURE.

3. COVERS AND CASTINGS SHALL BE TAMPER-PROOF FOR ELECTRICAL AND

COMMUNICATIONS MANHOLES/HANDHOLES STRUCTURES LOCATED IN

PEDESTRIAN AREAS, EASEMENT AREAS, AND AREAS WITH SPECIAL SECURITY

RESTRICTIONS. COORDINATE WITH THE CONTRACTING OFFICER AND

INSTALLATION SECURITY PRIOR TO INSTALLATION TO ENSURE INSTALLATION

SECURITY KNOWS HOW TO OPERATE THE TAMPER-PROOF STRUCTURES.

MANHOLE FRAME ADJUSTMENT NOTES:

1. AREA REQUIRING MANHOLE ADJUSTMENT SHALL BE SAWCUT SQUARE OR

CIRCULAR 12-INCH MINIMUM AROUND MANHOLE FRAME.

2. MANHOLE COVER AND FRAME SHALL BE RAISED TO FINISH GRADE BY

INSTALLING PRECAST MANHOLE ADJUSTMENT RINGS AND LEVELING

MORTAR.

3. GRADE ADJUSTMENT AREA SHALL BE BACKFILLED WITH EARLY STRENGTH

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GENERAL PROJECT NOTES:

1. CONTRACTORS MUST KEEP ALL ROADS AND STREETS CLEAN OF

CONSTRUCTION DEBRIS, MUD, ETC. AT ALL TIMES. CONTRACTOR MUST

PROVIDE EQUIPMENT AND PERSONNEL TO CLEAN ANY STREETS AS

REQUESTED BY THE CONTRACTING OFFICER. CONTRACTOR IS

RESPONSIBLE FOR ALL REPAIRS TO STREETS, PARKING AREAS, AND BASE

OR GOVERNMENT PROPERTY, DUE TO DAMAGE BY THEIR CONSTRUCTION

ACTIVITIES. CONTRACTOR MUST PROVIDE PHOTOGRAPHS AND/OR VIDEO

RECORDING OF THE EXISTING CONDITIONS. CONTRACTOR MUST

COORDINATE WITH THE CONTRACTING OFFICER FOR A PRE-CONSTRUCTION

VIDEO DETAILING THE EXISTING CONDITION OF ACCESS POINTS, HAUL

ROUTES, AND LAYDOWN AREAS TO BE PERFORMED. SEE CONTRACT

SPECIFICATIONS.

2. CONTRACTOR MUST COORDINATE WITH CONTRACTING OFFICER PRIOR TO

CONNECTION TO EXISTING OR NEW FIRE HYDRANTS FOR TEMPORARY

CONSTRUCTION WATER. PROVIDE QUICK DISCONNECT, BACK FLOW

PREVENTOR, AND SHUT OFF VALVE WITH METER ON 2.5-INCH HOSE

CONNECTION ONLY.

3. CONTRACTOR MUST COMPLETE THE STORMWATER POLLUTION

PREVENTION PLAN (SWPPP). REFER TO THE SPECIFICATIONS FOR DETAILS

ON STORMWATER POLLUTION PREVENTION MEASURES FOR THIS PROJECT.

CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL IOWA DNR

REQUIREMENTS FOR EROSION CONTROL. CONTRACTOR IS RESPONSIBLE

FOR COORDINATING ALL REQUIREMENTS WITH STATE AND LOCAL

AUTHORITIES AND DOCUMENTS TO BE SUBMITTED FOR PERMITTING.

4. CONTRACTOR MUST STOP WORK IMMEDIATELY AND CONTACT THE

CONTRACTING OFFICER IF A UTILITY LINE IS DISTURBED.

5. ALL WORK OUTSIDE OF BASE PROPERTY MUST BE SUBJECT TO INSPECTION

BY AUTHORIZED PERSONNEL OF STATE, LOCAL, AND GOVERNMENT

REGULATORY AGENCIES AND THE CONTRACTING OFFICER.

6. ALL WORK MUST BE CONDUCTED IN ACCORDANCE WITH THE PLANS AND

SPECIFICATIONS, STATE, LOCAL, AND GOVERNMENT CODES, ORDINANCES,

AND REGULATIONS. IN CASE OF CONTRADICTION OR DISCREPANCY

BETWEEN REQUIREMENTS, CONTRACTOR MUST INCORPORATE

WHICHEVER IS MOST STRINGENT. WHERE A QUESTION REMAINS ON WHICH

REQUIREMENT IS MOST STRINGENT, CONTRACTOR MUST SUBMIT ISSUE TO

THE CONTRACTING OFFICER IN WRITING. THE DECISION OF THE

CONTRACTING OFFICER MUST BE CONSIDERED FINAL.

7. PROVIDE A TEMPORARY FENCE AROUND THE CONSTRUCTION ZONE,

STAGING AREA, AND LAYDOWN AREAS AS NEEDED FOR SECURITY OF

EQUIPMENT AND MATERIALS AS DIRECTED BY CONTRACTING OFFICER.

CONTRACTOR MUST SUBMIT A TEMPORARY FENCE LOCATION TO COR FOR

APPROVAL PRIOR TO INSTALLATION.

8. COORDINATE THE DISCONNECTION OF UTILITIES THROUGH THE

CONTRACTING OFFICER. DEMOLITION MUST NOT BEGIN UNTIL WRITTEN

BASE APPROVAL IS RECEIVED. ALL EXISTING UTILITIES ARE TO BE

TERMINATED AT THEIR POINT OF CONNECTION TO THE MAINS. WHERE

CONNECTIONS OF PROVIDE UTILITIES TO EXISTING UTILITIES ARE SHOWN

ON THE PLANS, THE CONTRACTOR MUST EXPOSE THE EXISTING LINES AT

THE CONNECTIONS TO VERIFY THE LOCATIONS AND DEPTHS PRIOR TO

EXCAVATION FOR THE PROVIDE LINES.

9. THE CONTRACTOR MUST EXPOSE, VERIFY AND BACKFILL ALL EXISTING

UNDERGROUND UTILITIES AND STRUCTURES AT UTILITY CROSSINGS PRIOR

TO EXCAVATION OF PIPELINE TRENCH. UTILITY CROSSINGS AT A DEPTH

GREATER THAN 12-INCHES BELOW TRENCH BOTTOM DO NOT NEED TO BE

EXPOSED. UTILITY ALIGNMENT AND GRADE MAY BE CHANGED IF THERE ARE

CONFLICTS WITH ANY EXISTING UNDERGROUND UTILITIES AND

STRUCTURES, WHETHER SHOWN ON THE PLANS OR NOT. COORDINATE

WITH THE CONTRACTING OFFICER AND DESIGN ENGINEER.

10. FACILITIES IN THE UTILITY CORRIDOR MUST BE RESTORED UPON

COMPLETION OF CONSTRUCTION. PAVEMENTS, FENCES, VEGETATION, AND

OTHER LANDSCAPING MUST BE REPLACED IN LIKE KIND TO THE ORIGINAL

FEATURES AND TO THE APPROVAL OF THE CONTRACTING OFFICER.

COORDINATE WITH CONTRACTING OFFICER.

11. CONTRACTOR IS RESPONSIBLE FOR MOWING AND MAINTAINING ALL AREAS

WITHIN THE PROJECT LIMITS. FROM NOTICE-TO-PROCEED DATE THROUGH

THE DURATION OF THE PROJECT. MOW TO A MAXIMUM AVERAGE HEIGHT

OF 3-INCHES FOR SPRING/SUMMER MAINTENANCE AND 6-INCHES FOR

FALL/WINTER MAINTENANCE.

12. EROSION CONTROL DEVICES MUST BE USED FOR THE STAGING AREA AND

ANY MATERIAL STOCK PILES WHEN NECESSARY TO CONTROL EROSION AND

STORM WATER RUNOFF, IN ACCORDANCE WITH ALL FEDERAL, STATE, AND

LOCAL REGULATIONS.

ACCESS AND SAFETY NOTES:

1. THE GENERAL CONTRACTOR'S WORKING HOURS AND ACCESS TO THE SITE

IS FROM 0600 - 1800 LOCAL TIME, MONDAY THRU FRIDAY, EXCEPT ON

FEDERAL HOLIDAYS OR ASSOCIATED MILITARY DOWN DAYS.

2. CONTRACTOR MUST PROVIDE AND INSTALL A PROFESSIONALLY PAINTED

SIGN, MEETING CONTRACTING OFFICER APPROVAL, AT THE CONSTRUCTION

ENTRANCE TO DIRECT MATERIAL SUPPLIERS AND EMPLOYEES TO THE

CONSTRUCTION SITE. CONTRACTOR MUST PROVIDE A MINIMUM NOTICE OF

48 HOURS TO THE CONTRACTING OFFICER REGARDING OVERSIZED OR

CONSTRUCTION DELIVERIES TO THE COMMERCIAL TRUCK GATE PRIOR TO

THOSE DELIVERIES. DELIVERIES MUST BE SCHEDULED MONDAY - FRIDAY,

0600 TO 1800.PAPERWORK VIA THE CONTRACTING OFFICER.

3. EXISTING BASE ROADS USED AS HAUL ROADS MUST BE MAINTAINED SUCH

THAT UNOBSTRUCTED ACCESS WILL BE PROVIDED AT ALL TIMES FROM THE

ROAD TO THE STAGING AREA AND FROM THE STAGING AREA TO THE WORK

SITE AND FACILITATE GOVERNMENT ACCESS TO THE BASE AT ALL TIMES.

THE MAINTENANCE OF HAUL ROADS MUST BE THE RESPONSIBILITY OF THE

CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT. THE HAUL

ROAD LOCATIONS MUST BE AS INDICATED ON THE DRAWINGS AND

APPROVED BY THE CONTRACTING OFFICER. CONTRACTOR MUST

IMMEDIATELY CLEAN ANY DEBRIS DEPOSITED ONTO THE SITE, ROADS, ETC

FROM CONTRACTOR'S EQUIPMENT OR OPERATIONS. MATERIAL DROPPED

WITHIN THESE AREAS MUST BE CONTINUOUSLY REMOVED BY SURFACE

SWEEPERS OR OTHER APPROVED METHODS DURING WORKING HOURS.

CONTRACTOR TO MAINTAIN ONE FULLY OPERATIONAL STREET

SWEEPER/VAC TRUCK ON SITE AT ALL TIMES.

4. CONTRACTOR MUST COORDINATE ACTIVITIES THROUGHOUT THE PROJECT

IN A MANNER THAT ALLOWS EMERGENCY ACCESS TO ALL EXISTING

ROADWAYS AT ALL TIMES WITHOUT DELAYS TO EMERGENCY VEHICLE'S

RESPONSE TIME.

5. CONTRACTOR MUST COORDINATE WITH CONTRACTING OFFICER

CONCERNING ANY GOVERNMENT-OWNED EQUIPMENT REQUIRING

RELOCATION TO COMPLETE PROJECT WORK.

6. CONTRACTOR MUST SUBMIT STAGING AND LAYDOWN AREA LOCATION TO

COR PRIOR TO CONSTRUCTION.

7. ALL AREAS DISTURBED BY ANY CONSTRUCTION ACTIVITIES INCLUDING

BORROW AREAS, STOCKPILE AREAS, MATERIAL LAYDOWN , EQUIPMENT

PARKING, CONTRACTOR PARKING, BATCH PLANTS, EARTHWORK ACTIVITIES,

UTILITY TRENCHING, OVERHEAD UTILITY WORK, ETC MUST BE RESTORED

TO EXISTING CONDITIONS. ALL AREAS NOT DESIGNATED FOR PAVEMENT

OR GRAVEL SURFACING MUST BE COVERED WITH A MINIMUM 4-INCHES OF

TOPSOIL, SEEDED, AND IRRIGATED/MAINTAINED FOR A MINIMUM OF 12

MONTHS OR UNTIL 95% COVERAGE OF GROUND COVER PER THE

SPECIFICATIONS.

8. CONTRACTOR MUST PROVIDE ALL NECESSARY WATER AND TOILET

FACILITIES FOR HIS WORKERS WITHIN THE CONSTRUCTION ZONE.

CONTRACTOR WORKERS MUST NOT USE GOVERNMENT FACILITIES UNLESS

SPECIFICALLY INDICATED OTHERWISE. LOCATIONS OF FACILITIES MUST BE

COORDINATED WITH CONTRACTING OFFICER.

9. IF ANY EMERGENCY ROUTES REQUIRE CLOSURE DUE TO CONSTRUCTION

ACTIVITIES, CONTRACTOR MUST NOTIFY THE CONTRACTING OFFICER,

POLICE, LOCAL FIRE AUTHORITY, AND ALL OTHER EMERGENCY SERVICES

OF THE CLOSURE AT LEAST 21 DAYS IN ADVANCE FOR APPROVAL. SEE

NOTE 6 UNDER TRAFFIC CONTROL.

COORDINATION AND COMMUNICATION

DURING CONSTRUCTION:

1. CONTRACTOR MUST APPOINT A PROJECT MANAGER AND CONSTRUCTION

SUPERINTENDENT, SUBJECT TO THE APPROVAL OF THE CONTRACTING

OFFICER, WHO MUST BE PRESENT ON THE CONSTRUCTION SITE AT ALL

TIMES DURING WORKING HOURS WHILE JOB IS IN PROGRESS. THE

PROJECT MANAGER MUST BE DESIGNATED THE RESPONSIBLE

CONTRACTOR'S REPRESENTATIVE WHO MUST BE AVAILABLE ON A 24-HOUR

BASIS. WHEN THE CONTRACTOR'S REPRESENTATIVE IS NOT AVAILABLE ON

THE CONSTRUCTION SITE, AN ALTERNATE REPRESENTATIVE MUST BE

PROVIDED. CONTRACTOR MUST PROVIDE NAMES AND CONTACT

INFORMATION OF REPRESENTATIVES TO THE CONTRACTING OFFICER

PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.

2. CONTRACTOR MUST BE RESPONSIBLE FOR MAINTAINING CONSTANT

COORDINATION BETWEEN ANY SUBCONTRACTORS AND THE CONTRACTING

OFFICER. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR

MUST BE REVIEWED AND APPROVED BY THE CONTRACTING OFFICER.

3. CONTRACTOR MUST CALL 911 IN CASE OF AN EMERGENCY.

TRAFFIC CONTROL:

1. PRIOR TO CONSTRUCTION, THE CONTRACTOR MUST CORDON OFF THE

WORK AREAS BY USING BARRICADES AND FENCING AS INDICATED ON THE

CONSTRUCTION HAUL ROUTE PLAN AND AS APPROVED BY THE

CONTRACTING OFFICER.

2. ALL CONSTRUCTION EQUIPMENT AND CONTRACTOR CONSTRUCTION

VEHICLES MUST BE MARKED WITH COMPANY PAINTED DESIGNS, INSIGNIAS

OR OTHER COMPANY MARKINGS, WHICH ARE CLEARLY VISIBLE.

3. CONSTRUCTION EQUIPMENT MUST HAVE AUTOMATIC SIGNALING DEVICES

TO SOUND AN ALARM WHEN MOVING IN REVERSE.

4. ONLY RUBBER-TIRED VEHICLES MUST BE ALLOWED ON EXISTING

PAVEMENT THAT IS TO REMAIN.

5. CONTRACTOR TO MAINTAIN ALTERNATIVE PEDESTRIAN ACCESS ROUTES

DURING CONSTRUCTION.

6. CONTRACTOR MUST PROVIDE A MINIMUM TWENTY-ONE (21) DAY NOTICE TO

DES MOINES RESERVE CENTER AND THE CONTRACTING OFFICER PRIOR TO

ANY REQUESTED ROAD CLOSURE. THE 21 DAY ADVANCE NOTICE DOES NOT

MEAN THE REQUEST WILL BE AUTOMATICALLY APPROVED. CONTRACTOR

MUST WORK WITH COR TO FINALIZE DATES IF THE BASE HAS CONFLICTS

WITH OTHER ACTIVITIES.

7. D/B CONTRACTOR MUST OBTAIN ANY TRAFFIC CLOSURE PERMIT WITHIN

E ARMY POST ROAD R/W WITH CITY OF DES MOINES OFFICIAL.

EXCAVATION AND TRENCHES:

1. CONTRACTOR MUST COMPLY WITH THE MOST CURRENT EDITION OF OSHA

REGULATIONS, THE STATE OF IOWA LAWS CONCERNING EXCAVATION, AND

USACE EM 385-1-1 SAFETY AND HEALTH REQUIREMENT MANUAL.

2. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE MUST BE

PROMINENTLY MARKED WITH ORANGE BARRICADES WITH FLASHING RED

LIGHTS ACCEPTABLE TO THE CONTRACTING OFFICER.

3. CONTRACTOR MUST PROVIDE A MINIMUM NOTICE OF 72 HOURS TO THE

CONTRACTING OFFICER AND ASSOCIATED UTILITY COMPANIES AND

AGENCIES BEFORE PROCEEDING WITH ANY EXCAVATION.

4. OPEN ONLY THOSE TRENCHES FOR WHICH MATERIAL IS ON-HAND AND

READY FOR PLACING THEREIN. AS SOON AS POSSIBLE AFTER THE

MATERIAL HAS BEEN PLACED AND WORK APPROVED, BACKFILL AND

COMPACT TRENCHES AS SPECIFIED, REPORT COMPACTION TESTING

RESULTS TO CONTRACTING OFFICER.

5. DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS MAY BE

REQUIRED.

6. STRUCTURES AND UTILITIES TO BE REMOVED MUST BE BACKFILLED IN

ACCORDANCE WITH THE SPECIFICATIONS.

7. ALL TOPSOIL MUST BE STRIPPED FROM ALL AREAS WITHIN THE LIMITS OF

CONSTRUCTION AND STOCKPILED FOR LATER USE IN THE UPPER 4 INCHES

OF FINISHED GRADE TO PROVIDE A SUITABLE SOD BED. THE CONTRACTOR

MUST RECEIVE APPROVAL FROM THE CONTRACTING OFFICER FOR

TOPSOIL STOCKPILE LOCATIONS.

8. ALL WORK ADJACENT TO OR ON EXISTING ROADWAY MUST COMPLY WITH

CURRENT IOWA DEPARTMENT OF TRANSPORTATION (IOWADOT)

STANDARDS FOR TRAFFIC CONTROL AND SAFETY. ALL WORK IN AND

ADJACENT TO STREETS OR ROADS MUST BE COORDINATED WITH

CONTRACTING OFFICER. THE CONTRACTOR MUST PROVIDE THE

CONTRACTING OFFICER WITH A ONE-WEEK ADVANCE NOTICE PRIOR TO

BEGINNING OF WORK ADJACENT TO BASE ROADWAYS. NO WORK ADJACENT

TO OR ON EXISTING ROADS MUST BE INITIATED WITHOUT PRIOR APPROVAL

FROM THE CONTRACTING OFFICER.

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OTHER SAFETY REQUIREMENTS:

1. CONTRACTOR MUST MAINTAIN SAFETY PRACTICES THAT CONFORM TO OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION (OSHA) REGULATIONS AND USACE SAFETY MANUAL EM 385-1-1.

2. CONTRACTOR MUST MAINTAIN AT ALL TIMES ONE FIRE LANE FREE FROM OBSTRUCTION AND

MAINTAIN ACCESS TO AND THROUGH THE SITE, AND SURROUNDING ROADS AND STREETS.

3. CONTRACTOR MUST OBTAIN A BURN PERMIT FROM THE FIRE DEPARTMENT PRIOR TO PERFORMING

ANY WELDING ON SITE.

4. THE CONTRACTOR MUST PERFORM ON-SITE INSPECTIONS DAILY AND PRIOR TO LEAVING THE SITE

EACH DAY TO REMEDY ANY SAFETY CONCERNS IMMEDIATELY.

5. THERE MUST BE NO PERMANENT WASTE SITES ON RESERVE CENTER PROPERTY. ANY TEMPORARY WASTE AREA (10 DAYS OR LESS) MUST BE APPROVED BY THE CONTRACTING OFFICER AND MUST BE KEPT IN AN ORDERLY CONDITION. REMOVAL OF WASTE THAT IS NOT PROPERLY MAINTAINED IS

SUBJECT TO THE DIRECTION OF THE CONTRACTING OFFICER.

6. CONTRACTOR MUST COORDINATE THE RELOCATION AND SALVAGE OF ANY GOVERNMENT OWNED

EQUIPMENT WITH THE CONTRACTING OFFICER.

7. CONTRACTOR MUST MAKE NECESSARY PROVISIONS TO CONTROL/PREVENT DUST CAUSED BY

CONSTRUCTION ACTIVITIES TO A LIMIT ACCEPTABLE TO RESERVE CENTER OPERATIONS. THE

CONTRACTOR MUST CONTROL/PREVENT BLOWING DUST ON THE PROJECT SITE FROM ANY HAUL

ROUTE OR WORK AREA REGARDLESS OF SOURCE.

8. GASOLINE, DIESEL FUEL, OIL, AND HAZARDOUS WASTE RESULTING FROM CONTRACTOR'S

OPERATIONS OR ACTIVITIES MUST BE PROPERLY DISPOSED OF IN ACCORDANCE WITH THE

SPECIFICATIONS AND LOCAL REGULATORY REQUIREMENTS AND PROPERLY REMOVED FROM THE

PROJECT PROPERTY. IF HAZARDOUS MATERIALS ARE ENCOUNTERED OR UNCOVERED DURING

CONSTRUCTION ACTIVITIES, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE CONTRACTING

OFFICER.

9. FAILURE TO COMPLY WITH DES MOINES RESERVE CENTER OPERATIONS AND THE CONTRACTING

OFFICER SAFETY REQUIREMENTS MUST RESULT IN THE SUSPENSION OF CONSTRUCTION

ACTIVITIES UNTIL ALL SAFETY CONCERNS ARE ADDRESSED BY THE CONTRACTOR TO THE

SATISFACTION OF THE CONTRACTING OFFICER.

10. ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH SAFETY PLAN OR BASE OPERATIONS MUST IMMEDIATELY BE REMOVED FROM THE WORK AREA AND MUST NOT BE PERMITTED TO RETURN

THROUGHOUT THE REMAINDER OF THE PROJECT.

11. ALL TEMPORARY CONSTRUCTION LIGHTING MUST BE COORDINATED WITH DES MOINES RESERVE

CENTER AND SECURITY FORCES FOR APPROVAL OF LOCATIONS, HEIGHT, AND DIRECTION.

12. PROVIDE KEY ACCESS TO ALL CONSTRUCTION GATES TO THE RESERVE CENTER FIRE DEPARTMENT

DURING CONSTRUCTION. COORDINATE ACCESS PADLOCKS AND KEYS WITH THE CONTRACTING

OFFICER.

13. SPILL RESPONSE PLAN: A SPILL IS DEFINED AS AN UNINTENTIONAL RELEASE OF A CHEMICAL TO THE ENVIRONMENT. THE SPILL RESPONSE PLAN MUST BE DEVELOPED BY THE CONTRACTOR AND MUST IDENTIFY THE EQUIPMENT, PROCEDURES, NOTIFICATION AND MANPOWER THAT WILL BE USED TO PREVENT OR MITIGATE A SPILL EVENT. THE CONTRACTOR MUST DEMONSTRATE THE ABILITY TO PERFORM EMERGENCY DUTIES INCLUDING PROVIDING A DETAILED LIST OF EQUIPMENT THAT WILL BE STORED ON SITE DURING CONSTRUCTION AND A LIST AND CORRESPONDING QUALIFICATION FOR

THE PERSONNEL THAT WILL BE ASSIGNED THE DUTY. THIS PLAN MUST BE SUBMITTED AND

APPROVED BY THE GOVERNMENT AND DES MOINES RESERVE CENTER PRIOR TO BEGINNING ANY

CONSTRUCTION OR SITE DISTURBANCE ACTIVITIES.

EROSION AND SEDIMENT CONTROL NOTES:

1. EROSION CONTROL MEASURES MUST BE IN PLACE PRIOR TO ANY DISTURBANCE.

2. EROSION AND SEDIMENT CONTROL DEVICES MUST BE USED FOR THE STAGING AREA AND ANY

MATERIAL STOCK PILES WHEN NECESSARY TO CONTROL EROSION AND STORM WATER RUNOFF.

3. LIMITS OF CONSTRUCTION IS DEFINED AS THOSE AREAS AFFECTED BY THE CONTRACTOR'S

OPERATIONS INVOLVING EXCAVATION, EMBANKMENT, AND FINAL GRADING REQUIRED TO COMPLETE

THE WORK IN ACCORDANCE WITH THE ELEVATIONS, GRADES, AND SECTIONS SHOWN IN THESE

DRAWINGS.

4. THE CONTRACTOR MUST SEED ALL DISTURBED AREAS WITHIN THE SITE LIMITS, INCLUDING ALL CUT AND FILL SECTIONS IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. CONTRACTOR MUST

MAINTAIN GRASS UNTIL A PERMANENT VEGETATION COVER HAS BEEN ESTABLISHED PRIOR TO

FINAL ACCEPTANCE OF THE PROJECT. ESTABLISHMENT OF A PERMANENT VEGETATION COVER

MUST INCLUDE: PLACEMENT OF TOPSOIL, APPLICATION OF FERTILIZER, PLANTING OF GRASS

SPECIES SELECTED, IRRIGATIONS AS REQUIRED, AND RAKING OR HAND FINISHING.

5. CONTRACTOR MUST UTILIZE BEST MANAGEMENT PRACTICES PLAN DETAILS SHOWN HEREIN.

6. CONTRACTORS STAGING AREA MUST BE RETURNED TO ORIGINAL CONDITIONS AS APPROVED BY

COR AT COMPLETION OF CONSTRUCTION.

7. CONTRACTOR MUST CONTROL DUST WITHIN THE CONSTRUCTION SITE TO MITIGATE BLOWING

MATERIAL ONTO ADJACENT AIRFIELD OPERATIONS AREAS BY WETTING SOILS OR OTHER MITIGATION

MEASURES.

8. ALL TEMPORARY SOIL EROSION AND SEDIMENT CONTROL MEASURES MUST BE REMOVED ONCE AN

AREA OF DISTURBANCE HAS BEEN STABILIZED.

PETROLEUM PRODUCTS:

1. ALL ON-SITE VEHICLES MUST BE MONITORED FOR PETROLEUM LEAKS AND MUST RECEIVE PROPER

PREVENTATIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS

MUST BE STORED IN TIGHTLY-SEALED CONTAINERS THAT ARE CLEARLY LABELED. ALL SPILLS MUST BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. WASTE OIL AND OTHER PETROLEUM PRODUCTS

USED ON-SITE MUST BE APPLIED ACCORDINGLY TO THE MANUFACTURER RECOMMENDATIONS.

C-004

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NO SCALEH1 GEOTECHNICAL BORING LOCATION PLAN

NOTES:

1. THE SUBSURFACE GEOTECHNICAL INVESTIGATION WAS

PERFORMED BY BRAUN INTERTEC IN FEBRUARY 2024.

2. SEE APPENDIX TO THE SPECIFICATIONS FOR BORING LOGS AND

TEST DATA.

BORING LOCATION TABLE

NUMBER LATITUDE LONGITUDE

BORING

DEPTH (FT) DESCRIPTION

B-01 41.52590 -91.61329 10.0 ASPHALT

B-02 41.52518 -93.61280 10.0 ASPHALT

B-03 41.52461 -93.61285 10.0 ASPHALT

B-04 41.52549 -93.61198 10.0 ASPHALT

B-05 41.52505 -93.61222 10.0 ASPHALT

B-06 41.52465 -93.61197 10.0 ASPHALT

B-07 41.52606 -93.61315 25.0 TOPSOIL

B-08 41.52575 -93.61244 25.0 TOPSOIL

B-09 41.52482 -93.61322 25.0 ASPHALT

B-10 41.52469 -93.61295 25.0 ASPHALT

NO SCALEA1 BORING LOGS B-101

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