W9127821R0063 DRAWINGS.PDF

PDF 13 MB Posted Jun 25, 2021

Attached to: W9127821R0063 - Replacement of existing HVAC system at Jim Woodruff Powerhouse located in Chattahoochee, Florida
Solicitation number: W9127821R0063
Issued by: Department of the Army Corps of Engineers Engineering District Mobile

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details on a federal contract opportunity to replace an HVAC system. The solicitation number is W9127821R0063 and seeks to replace the existing HVAC system at the Jim Woodruff Powerhouse located in Chattahoochee, Florida. The Department of the Army Corps of Engineers Engineering District Mobile is the contracting agency. The opportunity type is listed as a solicitation and no other details are provided on response dates, pricing terms, or set asides.

View the file

Other files

File	Type	Posted
W9127821R0063 AM01 DRAWINGS.PDF	PDF	Jul 27, 2021
W9127821R0063 AM01.pdf	PDF	Jul 27, 2021
W9127821R0063 Pre-Proposal Conference Sign-in Sheet.pdf	PDF	Jul 16, 2021
W9127821R0063 Pre-Proposal Conference Slides.pdf	PDF	Jul 16, 2021
W9127821R0063 Solicitation.PDF	PDF	Jun 25, 2021
W9127821R0063 EM 385-1-1.pdf	PDF	Jun 25, 2021

On GovTribe

Work with this file

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

Try for free Login

Text version

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

US Army Corps of Engineers®

MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE AL 36602

JIM WOODRUFF

CHATTAHOOCHEE, FLORIDA

JUNE 2021

MOBILE DISTRICT PROJECT CODE:

NUMBER : 21R0063

G-001

I N

D E

H E

E T

D E

F A

L C

D O

D S

O N

J L O

N G

P O

C O

N N

O R

1 2 3 4 5 6 7 8 9 10 11 12 13

D E

S C

R I P

T I O

N M

A R

K D

A T

SHEET ID

S O

L I C

I T

A T

I O

D E

S I G

N E

S I Z

S U

B M

I T

T E

C O

N T

R A

C T

U S

R M

O R

P S

N G

I N

E E

R S

A N

S I

M O

B I L E

T R

I C

M O

B I L E

L A

B A

M A

C H

E C

K E

D R

A W

I S

S U

A T

P R

O J E

U M

B E

F I

A M

A I N

J O

S E

E E

US Army Corps of Engineers

D R

U F

O W

E R

H O

U S

J W

O W

E R

H O

U S

V A

E P

L A

C E

M E

N T

- C H

LOCATION MAP

NOT TO SCALE

L O

C A

T I O

N V

I C

I N

I T

A P

O N

U M

E N

T A

T I O

C H

C C d w g

C-001

PLAN NORTH

SCALE: N.T.S.

PROJECT SITE

AERIAL ENLARGEMENT

E F

A L C

O D

S O

C O

N N

O R

L O

N G

LEGEND

HAUL ROUTE

NOTES:

1. CONTRACTOR STAGING, LAYDOWN AND OFFICE SITE SHALL BE LOCATED

WITHIN THE ASPHALT PAVEMENT AND SIDEWALK LIMITS AS SHOWN ON THIS

SHEET AND AS SHOWN ON CD101.

2. TEMPORARY POWER AND WATER SHALL BE PROVIDED BY CONTRACTOR.

3. NO CONTRACTOR SEWAGE FACILITIES ARE AVAILABLE.

4. FOR INFORMATION ON REQUIRED FDEP CONSTRUCTION PERMIT AND BMP

PLAN SEE SECTION 01 57 23, "TEMPORARY STORM WATER POLLUTION

CONTROL.

SCALE: N.T.S.

PROJECT LOCATION

ENLARGEMENT & HAUL ROUTE

1 2 3 4 5 6 7 8 9 10 11 12 13

D E

S C

R I P

T I O

N M

A R

K D

A T

SHEET ID

S O

L I C

I T

A T

I O

D E

S I G

N E

S I Z

S U

B M

I T

T E

C O

N T

R A

U S

R M

O R

N G

I N

E E

R S

A N

S I

M O

B I

T R

I C

M O

B I L E

L A

B A

M A

C H

E C

K E

D R

A W

I S

S U

A T

P R

O J E

B E

F I

A I N

J O

S E

E E

US Army Corps of Engineers

D R

U F

O W

E R

H O

U S

J W

O W

E R

H O

U S

V A

E P

L A

C E

M E

N T

- C H

HAUL ROUTE

PROJECT SITE

CONTRACTOR STAGING &

LAYDOWN AREA

PROJECT LIMITS

PERMANENT BENCHMARK: 11-3A

N: 621730.86

E: 1854784.21

EL: 113.41

PERMANENT BENCHMARK: 11-24A

N: 621777.31

E: 1855152.54

EL: 111.66

PERMANENT BENCHMARK: 11-24D

N: 621786.87

E: 1855234.23

EL: 111.72

GATE

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

EGLIN

AutoCAD SHX Text

SITE

AutoCAD SHX Text

PROJECT

B R

E V

I A

T I O

N S

C H

C C d w g

C-002

@ AT

A/C AMPS INTERRUPTING CAPACITY

(SYM RMS)

AB ANCHOR BOLT

ABT ABOUT

AC ALTERNATING CURRENT

ACSR ALUMINUM CONDUCTOR STEEL

REINFORCED

ACST ACOUSTIC

AD ACCESS DOOR OR AREA DRAIN

AFF ABOVE FINISH FLOOR

AFFF AQUEOUS FILM-FORMING FOAM

AFG ABOVE FINISH GRADE

AGG AGGREGATE

AHU AIR HANDLING UNIT

AI AREA INLET

AIC AMPS INTERRUPTING CAPACITY (SYM RMS)

AL ALABAMA

ALDOT ALABAMA DEPARTMENT OF

TRANSPORTATION

ALT ALTERNATE

AMP AMPERE

AP ACCESS PANEL

APPD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

ASWG AMERICAN WIRE GAUGE

ATC ACOUSTICAL TILE CEILING

AU ALUMINUM

AUTO AUTOMATIC

AVE AVENUE

AVG AVERAGE

B & B BALL AND BURLAP

BM BEGIN BENCH MARK

B.M. BENCH MARK

CONBATT BATTEN INSULATION

BCE BASE CIVIL ENGINEER

BDY BOUNDARY

BIT BITUMINOUS

BL BASELINE

BDL BUILDING LINE

BLDG BUILDING

BLDG. DIR BUILDING DIRECTORY

BLK BLOCK

BLKG BLOCKING

BM BEAM

BOC BACK OF CURB

BOF BOTTOM OF FOOTING

BOS BOTTOM OF STEEL

BOT BOTTOM

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRKT BRACKET

BT BENT

BTU BRITISH THERMAL UNIT

BTUH BTU PER HOUR

BVCE BEGIN VERTICAL CURVE ELEVATION

BVCS BEGIN VERTICAL CURVE STATION

℄ or CL CENTER LINE

C TO C CENTER TO CENTER

C&G CURB & GUTTER

C. or CND CONDUIT (for raceway)

C.I. CAST IRON

C.O.E CORPS OF ENGINEERS

C.O.R CONTRACTING OFFICER REPRESENTATIVE

CAB CABINET

CAP CAPACITY

CB CATCH BASIN

cc:SPF CLOSED CELL SPRAY FOAM INSUL.

CE COVER ELEVATION

CEM CEMENT

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CI CURB INLET

CIR CIRCULAR

CJ CONSTRUCTION JOINT

CKD CHECKED

CKT CIRCUIT

CL CENTER LINE

CL CLEARANCE

CLG CEILING

CLKG CAULKING

CLR CRUSHED LIMEROCK BASE

CLOS CLOSED

CMP CORRIGATED METAL PIPE

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNITS

CNTR COUNTER

CO COUNTY

COL COLUMN

COM COMMON

COMB COMBINATION

COMB. COMBUSTION

COMM COMMUNICATIONS

COMP COMPRESSIBLE

CONC CONCRETE

CONN CONNECTOR

CONSTR CONSTRUCTION

CONT. CONTINUOUS

COR CONTRACTING OFFICERS

REPRESENTATIVE

CORR CORRIDOR

COV COVERED

CP CONCRETE PIPE

CPL CEMENT PLASTER

CPS or CYCLES PER SECOND

CRES CORROSIVE RESISTANT STEEL

CRG CARRIAGE

CRS COURSE

CSK COUNTERSUNK

CSO COMBINATION SEWER OUTFLOW

CTB CEMENT TREATED BASE

CTR CENTER

CTRL CONTROL

CTU CERAMIC TILE UNGLAZED

CU CONDENSING UNIT

CU YD CUBIC YARDS

CUH CABINET UNIT HEATER

CV CEILING VENT

CW COLD WATER

CWR CHILLED WATER RETURN

CWRR CHILLED WATER REVERSE RETURN

CWS CHILLED WATER SUPPLY

CYL CYLINDER

D d PENNY (as in nail-10d)

D DATUM OR DRYER

D&M DRESSED & MATCHED

D or DBL DOUBLE

D.C.J. DOWELED CONTROL JOINT

D.I. DUCTILE IRON

DA DOUBLE ACTING

DB DRY BULB

DC DIRECT CURRENT

DCJT DUMMY CONTROL JOINT

DCL DOOR CLOSER

DDESB DEFENSE EXPLOSIVE SAFETY BOARD

DEG DEGREE

DEPR DEPRESSION

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DHWR DOMESTIC HOT WATER RETURN

DHWS DOMESTIC HOT WATER SUPPLY

DIA or ~ DIAMETER

DIAG DIAGONAL

DIAPH DIAPHRAGM

DIM DIMENSION

DIST DISTRIBUTION

DN STR DOWN STREAM

DO DOOR OPENING

DOIM DIVISION OF INFORMATION MANAGEMENT

DOM DOOR OPERATOR MOTOR

DP DAMPPROOFING

DPST DOUBLE POLE SNGL THROW

DR DRAIN

DS DOWN SPOUT

DSYTS DOUBLE SOLID YELLOW TRAFFIC STRIPE

DTL DETAIL

DWD DRINKING WATER DISPENSER

DWG DRAWING

DWLS DOWELS

E EAST

EA EACH

EF EXHAUST FAN

EOC EDGE OF CURB

EOP EDGE OF PAVEMENT

EL ELEVATION (GRADE or BLDG)

ELEC ELECTRICAL OR ELECTRIC

EM EMERGENCY

ENCL ENCLOSURE

ENG. ENGINEERING

ENT ENTRANCE

EOC EDGE OF CURB

EOD EXPLOSIVE ORDINANCE DISPOSAL

EP / EOP EDGE OF PAVEMENT

EQ EQUAL

EQUIP EQUIPMENT

ERP ENVIRONMENTAL RESOURCE PERMIT

EST ESTIMATE

EW EACH WAY

E.W.C. ELECTRIC WATER COOLER

EXC EXCAVATE

EXIST EXISTING

EXP EXPOSED

EXPN EXPANSION

EXT EXTERIOR

EVCE END VERTICAL CURVE ELEVATION

EVCS END VERTICAL CURVE STATION

F FAHRENHEIT

F.P.M. FEET PER MINUTE

F.S. FAR SIDE OR FULL SIZE

FA FRESH AIR

FCU FAN COIL UNIT

FC FOOT CANDLE

FCG FACING

FDN FOUNDATION

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FG FINISH GRADE

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIG FIGURE

FIN. FINISH

FIX. FIXTURE

FL FLOOR

FLASH. FLASHING

FLG FLOORING

FLUOR FLUORESCENT

FOC FIBER OPTIC CABLE

FP FIRE PROTECTION

FPRF FIRE PROOF

FR FRAME OR FIRE RATED

FT FEET OR FINNED TUBE

FTG FOOTING

FURR'G FURRING

G GAS

G.C.O. GROUND CLEANOUT

G.V. GATE VALVE

GA GEORGIA

GAL GALLON

GALV GALVANIZED

GCAB GRADED CRUSHED AGGREGATE BASE /

SURFACE

GEN GENERAL

GI GALVANIZED IRON

GL GLASS

GOVT. GOVERNMENT

GPM GALLONS PER MINUTES

GR GRADE

GRND GROUND

GRTG GRATING

GRVL GRAVEL

GTD GRADE TO DRAIN

GU GAUGE

GWB GYPSUM WALLBOARD

GWT GLAZED WALL TILE

GYP GYPSUM

H.PT. HIGH POINT

H.S. HIGH STRENGTH

HB HOSE BIBB

HBD HARDBOARD

HDW HARDWARE

HDR HEADER

HHEP HORIZONTAL ELLIPTICAL PIPE

HMA OT MIX ASPHALT

HOA HHANDS OFF AUTO

HP HORSE POWER

HPW HIGH PRESSURE WASHER

HR HOUR

HSB HIGH STRENGTH BOLT

HSGYP HIGH STRENGTH GYPSUM PLASTER

HT HEIGHT

HTG HEATING

HW HOT WATER

HWH HOT WATER HEATER

HWR HOT WATER RETURN

HWRR HOT WATER RETURN

HWS HOT WATER SUPPLY

HYD HYDRAULIC

I OR FE IRON

I.D. INSIDE DIAMETER

I.P. IRON PIPE

IAW IN ACCORDANCE WITH

IBC INTERNATIONAL BUILDING CODE

IC INTERCOM

IE INVERT ELEVATION

IES ILLUMINATING ENG. SOCIETY

IESCR INTERUPTING ELECTRICAL SHORT CIRCUIT RATING

IN INCH

INSUL. INSULATION

INT INTERIOR

INV INVERT

IRH INFRA-RED HEATER

IS INDUSTRIAL SEWER

JB JUNCTION BOX

JC JANITOR CLOSET

JCT JUNCTION

JST JOIST

JT JOINT

K ALGEBRAIC DIFFERENCE IN

GRADE / LENGTH VERTICAL CURVE

KIT KITCHEN

KL KEY LOCK

KP KICK PLATE

KSF KIPS/SQUARE FOOT

KSI KIPS/SQUARE INCH

KV KILOVOLTS

KVA KILOVOLTS AMPERES

KVAR KILOVOLTS AMPERES REACTIVE

KW KILOWATTS

KWH KILOWATTS HOUR METER

L LUMEN

LAU LAUNDRY

LAV LAVATORY

LBR LUMBER

LBS POUND

LC LENGTH OF HORIZONTAL CURVE

LD LOAD

LDG LOADING

LG LENGTH

LIN LINEAR

LIS LAWN IRRIGATION SYSTEM

LLH LONG-LEG HORSZONTAL

LLV LONG-LEG VERTICAL

LNDG LANDING

LNTL LINTEL

LONG LONGITUDIONAL

LP LOW POINT

LPS LIGHT PROOF SHADE

LT LIGHT

LT. WT. LIGHT WEIGHT

LVC LENGTH VERTICAL CURVE

M THOUSAND

M & B MATCHED AND BEADED

MACH MACHINE

MAS MASONRY

MAT MATERIAL

MAX MAXIMUM

MC MEDICINE CABINET

MCM THOUSAND CIRCULAR MILLS

ME MATCHING EXISTING

MECH MECHANICAL

MES MITERED END SECTION

MET. METAL

MFG MANUFACTURING

MFR MANUFACTURE

MG MOTOR GENERATOR

MH MANHOLE

MHGY MAHOGANY

MIN MINUMUM

ML METAL LATH

MLDG MOULDING

MO MASONRY OPENING

MON MONUMENT

MONO MONOLITHIC

MOT MOTOR

MSTC MASTIC

MT METAL THRESHOLD

MTD MOUNTED

MTN MOUNTAIN

MUTCD MANUAL FOR UNIFORM TRAFFIC

CONTROL DEVICES

MW MONITORING WELL

N NORTH

NEC NATION ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS' ASSOCIATION

NIC NOT IN CONTRACT

NOI NOTICE OF INTENT

NTP NOTICE TO PROCEED

OA OUTSIDE AIR

OB WG OBSCURE WIRE GLASS

OBGL OBSCURE GLASS

OBSC OBSCURE

OC ON CENTERS

OD OUTSIDE DIMENSION

OFF. OFFICE

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OPP. HD. OPPOSITE HAND

OPS OPERATIONS

OSHA OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION

OSP OUTSIDE PLANT CABLE

OVSCP OVERFLOW SCUPPER

OWS OIL WATER SEPARATOR

P POLE

P. LAM. PLASTIC LAMINATE

P/S PRESTRESSED

PA PUBLIC ADDRESS

PAN. B PANIC BOLT

PBS PUSH BUTTON STATION

PCC PORTLAND CEMENT CONCRETE

PD PAVEMENT DRAIN

PERF PERFORATED

PH or 0 PHASE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PL PLATE

PLAS PLASTER

PLATF PLATFORM

PLBG PLUMBING

PLG PILING

PLY WD PLYWOOD

PNL PANEL

PNL BD PANEL BOARD

POL POLISH

PORC PORCELAIN

POB POINT OF BEGINNING

PP POWER POLE

PR PAIR

PREFAB PREFABRICATED

PROJ PROJECTION

PROP PROPOSED

PRPT PARAAPET

PRV PRESSURE REGULATING VALVE

PSF POUND/SQUARE FOOT

PSI POUNDS/SQUARE INCH

PT POINT

PTD PAINTED

PVMT PAVEMENT

QD QUANTITY DISTANCE

RD QUARTER ROUND

Q.T. QUARRY TILE

QT QUART

QTERS QUARTERS

R RISER

R.D. ROOF DRAIN

R.S. ROOF SCUTTLE

RA RETURN AIR

RAD or R RADIUS

RB RUBBER BASE

RC RADIATOR CONVECTOR

RC REMOTE CONTROL PIPE

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RCVR RECEIVER

RD ROAD

RD OR ~ ROUND

RECP RECEPTACLE

RECR RECREATION

REF or RE: REFERENCE

REFR REFRIGERATOR

REG REGISTER OF REGULAR

REINF REINFORCEMENT

REM REMOVABLE

REQ'D REQUIRED

REQMTS REQUIREMENTS

REV REVISIONS

RGE RANGE

RGH ROUGH

RM ROOM

ROW RIGHT OF WAY

RUB RUBBER

S SOUTH

S.T. SUPPLY DIFFUSER

S.ST. STAINLESS STEEL

S/W SIDEWALK

SA SUPPLY AIR

SAF SUPPLY AIR FAN

SB SPLASH BLOCK

SCHD SCHEDULE

SCP SCUPPER

SCR SCREW

SCUT SCUTTLE

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SEC SECTION

SECY SECRETARY

SEQ SEQUENCE

SFU STRUCTURAL FACING UNIT

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SM SAND SILTY SAND POORLY GRADED

SPA SPACING

SPDT SINGLE POLE DBL THROW

SPEC SPECIFICATIONS

SPF SOUNDPROOF

SPH SPACE HEATER

SPKR SPEAKER

SPL SPECIAL

SQ SQUARE

SQUAD SQUADRON

SR SUPPLY REGISTER

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

SSMR STRUCTURAL STANDING SEAM METAL

ROOF PANELS

ST STRAND OR STREET

STA STATION

STD STANDARD

STF STIFFENER

STGR STRINGER

STL STEEL

STN STONE

STOR STORAGE

STR STRUCTURAL

STWY STAIRWAY

SU SPARE UNIT

SUB FL SUB FLOOR

SUSP SUSPENDED

SW SWITCH

SWPPP STORMWATER POLLUTION PREVENTION PLAN

SYMM SYMMETRICAL

T THREAD

T.O. TOP OF

TA TRAINING AREA

TAB TOP AND BOTTOM

TAN. TANGENT

TAP WATTAGE TAP

TBD TO BE DETERMINED

TBR&R TO BE REMOVED AND REPLACED

TCP TRAFFIC CONTROL PLAN

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZI

TERF TERMINAL ENGAGEMENT RESEARCH

FACILITY

TERM TERMINAL

TGL TOGGLE

TH THRESHOLD

THERMO THERMOSTAT

THK THICK

TOC TOP OF CONCRETE

TOIL. TOILET

TOPO TOPOGRAPHY

TOS TOP OF STEEL

TP TEST PIT

TTB TELE TERMINAL BOARD

TV TELEVISION

TYP TYPICAL

U.S. UNITED STATES

UC UNIT COOLER

UG UNDERGROUND

UGE UNDERGROUND ELECTRIC

UH UNIT HEATER

UIP USE IN PLACE

UL UNDERWRITERS LABORATORIES

UNEX UNEXCAVATED

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UNK UNKNOWN

UPSTR UPSTREAM

USACE UNITED STATES ARMY CORPS OF

ENGINEERS

UT UTILITY

UV UNIT VENTILATOR

V VOLT

VB VINYL BASE

VC VINYL WALL COVERING

VCP VITRIFIED CLAY PIPE

VCT VINYL CONPOSITION TILE

VENT VENTILATION OF VENTILATOR

VERT VERTICAL

VFDU VARIABLE FREQUENCY DRIVE

UNIT

VOL VOLUME

VS VENT STACK

VTR VENT THRU ROOF

W WEST

W.E. WATER ELEVATION

W.I. WROUGHT IRON

W/ WITH

W/O WITHOUT

WB WET BULB

WC WATER

WD WOOD

WF WIDE

WH WALL HYDRANT

WHM WATT HOUR METER

WKS WORK SHOP

WL WATER LINE

WP WEATHER PROOF

WPF WATER PROOF

WPFG WATER PROOFING

WRB WARDROBE

WS WASTE STACK OR

WEATHER STRIPPING

WSA WEAPON STORAGE AREA

WT WEIGHT

WTCM WHITE TRAFFIC CONTROL MARKING

WV WATER VALVE

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

Y.D. YARD DRAIN

YD YARD

1 2 3 4 5 6 7 8 9 10 11 12 13

D E

S C

R I P

T I O

N M

A R

K D

A T

SHEET ID

S O

L I C

I T

A T

I O

D E

S I G

N E

S I Z

S U

B M

I T

T E

C O

N T

R A

U S

R M

O R

N G

I N

E E

R S

A N

S I

M O

B I

T R

I C

M O

B I L E

L A

B A

M A

C H

E C

K E

D R

A W

I S

S U

A T

P R

O J E

B E

F I

A I N

J O

S E

E E

US Army Corps of Engineers

D R

U F

O W

E R

H O

U S

J W

O W

E R

H O

U S

V A

E P

L A

C E

M E

N T

- C H

E F

A L C

O D

S O

C O

N N

O R

L O

C-003

G E

N D

C H

C C

W G

INDEX/LEGEND SHEETS

CIVIL SITE

V-

C-

CIVIL DEMOLITION

CG CIVIL GRADING

SURVEY EXISTING CONDITIONS

CP CIVIL SITE PAVING

CU CIVIL SITE UTILITY

TABLE 1: DISCIPLINE DESIGNATOR

GENERAL NOTES

NEW WORK HATCH LEGEND

WATERLINE

SANITARY SEWER

FIRE HYDRANT

CULVERT

STORM DRAIN

WASTE DRAIN

POST INDICATOR VALVE

CONTOURS

SPOT GRADE ELEVATIONS

DIRECTION OF DRAINAGE

SUBDRAIN

SUBDRAIN OUTLET LINE

RAILROAD

DRILL HOLE

PROPERTY LINE MONUMENT

FIRE PROTECTION WATERLINE

GAS

GAS MAIN

SECURITY FENCE

MANHOLE SELF EXPLANATORY

DEPENDING ON TYPE OF UTILITY LINE

GATE VALUE & VALVE BOX

OR SERVICE STOP & BOX

UNDERGROUND STEAM SUPPLY GAS METER

PIV

GAS MAIN

SURVEY/EXISTING CONDITIONS LEGEND

N 98.8

E 59.7

NORTHING - EASTING LABEL

CORE BORING LOCATION

CIVIL GENERAL

SILT FENCE BARRIER

OBJECT MARKER

SIGN

CABLE BARRIER

SURVEY MONUMENTATION

COMMUNICATIONS LINE

ELECTRIC CABLE

WATER LINE

MONITORING WELL (GROUND WATER)

WATER VALVE

WATER VALVE VAULT

WATER METER

ELECTRIC TRANSFORMER

AIR CONDITIONING UNIT

COMMUNICATIONS VAULT

FIRE HYDRANT

GUY ANCHOR

POWER POLE AND GUY ANCHOR

TANK OVER FLOW

COMM

SECURITY FENCE

SURVEY CONTROL POINT

NOTE: SHEET GRID COLUMN AND ROW LOCATION REFER TO THE

LETTERS AND NUMBER WHICH OCCUR ON LEFT SIDE AND TOP

OF BORDER.

OUTLINE OF PROPOSED TRENCH

CONCRETE VALLEY GUTTER

NEW WORK LEGEND

CONCRETE SLAB OR SIDEWALK

SAMPLE SHEET NAME:

CS101

SHEET NAMING LEGEND

2-DIGIT DISCIPLINE DESIGNATOR (SEE TABLE 1)

1-DIGIT SHEET TYPE DESIGNATOR (0-9)

2-DIGIT SHEET SEQUENCE (00-99)

DETAIL NUMBER

SHEET NUMBER OF DWG. WHERE

DETAIL IS SHOWN

C-501

SYMBOL IDENTIFICATION

SCALE:G7

DETAIL/SECTION/ELEVATION TITLE

SHEET GRID ROW LOCATION

SHEET GRID COLUMN LOCATION

SITE LAYOUT NOTES

1. RADII ARE SHOWN AT THE EDGE OF TRAVEL WAY (ETW).

2. DIMENSIONS TO GUTTER ARE MEASURED TO THE EDGE

OF ASPHALT PAVEMENT.

1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND

ARE PERTINENT TO THE CONDITIONS ON THIS SET OF DRAWINGS

TO THE EXTENT APPLICABLE.

2. ADDITIONAL LEGENDS AND/OR ANOTHER LEGEND SHEET MAY

APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC

CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

CLEARING AND GRUBBING

PROJECT CONSTRUCTION LIMITS

FENCE DEMOLITION

CONCRETE TO BE REMOVED

DEMOLITION / REMOVAL LEGEND

SILT FENCE

X X X X

SAFETY FENCE

CHECK DAM WATTLE

BMP LEGEND

PROJECT SITE

ASPHALT ROAD

DITCH DRAINAGE

TOPOGRAPHIC CONTOUR

EXISTING STORM DRAIN

SDX

D E

F A

L C

D O

D S

O N

O C

O N

N O

L O

N G

1 2 3 4 5 6 7 8 9 10 11 12 13

D E

S C

R I P

T I O

N M

A R

K D

A T

SHEET ID

S O

L I C

I T

A T

I O

D E

S I G

N E

S I Z

S U

B M

I T

T E

C O

N T

R A

U S

R M

O R

N G

I N

E E

R S

A N

S I

M O

B I

T R

I C

M O

B I L E

L A

B A

M A

C H

E C

K E

D R

A W

I S

S U

A T

P R

O J E

B E

F I

A I N

J O

S E

E E

US Army Corps of Engineers

D R

U F

O W

E R

H O

U S

J W

O W

E R

H O

U S

V A

E P

L A

C E

M E

N T

- C H

CONTRACTOR LAY DOWN AREA

SOLID SOD

RE-INSTALLED GRAVEL AGGREGATE

AutoCAD SHX Text

AV-10-13

AutoCAD SHX Text X

GENERAL PROJECT NOTES

1. CONTRACTORS SHALL KEEP ALL ROADS AND STREETS CLEAN OF CONSTRUCTION DEBRIS, MUD, ETC. AT

ALL TIMES. CONTRACTOR SHALL 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 GOVERNMENT PROPERTY, DUE TO DAMAGE BY THEIR CONSTRUCTION

ACTIVITIES.

2. CONTRACTOR SHALL PROVIDE PHOTOGRAPHS AND VIDEO RECORDING OF THE EXISTING CONDITIONS

PRIOR TO CONSTRUCTION OPERATIONS. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING

OFFICER (COR) FOR PRECONSTRUCTION VIDEO AND PHOTOGRAPHING OF EXISTING ACCESS POINTS, HAUL ROUTES AND LAYDOWN AREAS.

3. CONTRACTOR SHALL COMPLETE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AS

APPLICABLE. CONTRACTOR IS RESPONSIBLE FOR MEETING THE FLORIDA EROSION SEDIMENT CONTROL

MANUAL (FDOT) REQUIREMENTS FOR THIS PROJECT. THIS PROJECT SHALL BE CONSTRUCTED IN

COMPLIANCE WITH PART 91 OF ACT 4551 OF 1994, AS AMENDED, THE SOIL EROSION AND SEDIMENT

CONTROL ACT. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIREMENTS WITH STATE

AND LOCAL AUTHORITIES AND DOCUMENTS TO BE SUBMITTED FOR PERMITTING.

4. A STABILIZED CONSTRUCTION ENTRANCE WILL NOT BE REQUIRED FOR THIS JOB. THE CONTRACTOR

SHALL ACCESS THE PROJECT THROUGH THE EXISTING CONTROL GATE LOCATED ONSITE.

5. ALL WORK MAY BE SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF STATE, LOCAL, AND

GOVERNMENT REGULATORY AGENCIES AND/OR THE COR.

6. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS HERE IN. IN

ADDITION THE CONTRACTOR SHALL ADHERE TO ANY STATE, LOCAL AND GOVERNMENT CODES THAT

APPLY. IN CASE OF CONTRADICTION OR DISCREPANCY BETWEEN REQUIREMENTS, THE CONTRACTOR

SHALL USE THE MOST STRINGENT. CONTRACTOR SHALL SUBMIT ISSUES TO THE COR IN WRITING. THE

COR WILL HAVE THE FINAL DECISION ON CONFLICT.

7. THE CONTRACTOR SHALL BE REQUIRED TO INSTALL TEMPORARY SECURITY FENCE AROUND THE

CONSTRUCTION ZONE WHERE THE EXISTING SECURITY FENCE HAS BEEN REMOVED. THE FENCING

SHALL BE IN PLACE TO MAINTAIN "RESTRICTED ACCESS" TO THE SITE. TEMPORARY SECURITY FENCING

SHALL MEET THE REQUIREMENTS FOUND IN SPECIFICATION 32 31 13.53.

SITE ACCESS, HAUL ROUTES, LAYDOWN AREA, AND GENERAL SAFETY NOTES

1. FOR CONSTRUCTION ACCESS SEE SHEET C-001 FOR LOCATIONS AND NOTES.

2. FEDERAL, STATE, AND LOCAL ROAD SPEED AND LOAD LIMITS ARE ENFORCED. CONTRACTOR SHALL

ENSURE ADDITIONAL AXLES ARE USED AS NECESSARY SO TO MAINTAIN LOAD LIMITS. CONTRACTOR

SHALL BE RESPONSIBLE FOR ACQUIRING PERMITS FOR OVER-SIZE LOADS.

3. CONTRACTOR SHALL PROVIDE AND INSTALL A PROJECT SIGN, MEETING COR APPROVAL AND FEDERAL

REQUIREMENTS. THE SIGN SHALL BE LOCATED AT THE CONSTRUCTION ENTRANCE TO DIRECT

MATERIAL SUPPLIERS AND EMPLOYEES TO THE STAGING, LAYDOWN, AND CONSTRUCTION AREAS. THE

CONTRACTOR SHALL PROVIDE A 48 HOUR OR PRE APPROVED TIME LIMIT TO THE COR PRIOR TO

OVERSIZED DELIVERIES. DELIVERIES SHALL BE SCHEDULE DURING STANDARD WORKING HOURS (0600 -

1700 LOCAL TIME).

4. WOODRUFF DAM ACCESS ROAD SHALL BE MAINTAINED SUCH THAT ACCESS TO THE SITE, LAYDOWN AND

STAGING AREAS WILL REMAIN FREE OF ANY OBSTRUCTIONS. THE MAINTENANCE OF THE ROAD SHALL BE

THE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT. THE HAUL

ROUTE ROAD TO BE USED ARE INDICATED ON THE PLANS AND ARE SUBJECT TO CHANGE AS ADVISED BY

THE COR. CONTRACTOR IS REQUIRED TO CLEAN DEBRIS DEPOSITED ON ROUTES FROM CONTRACTOR

OPERATIONS. MATERIAL DEPOSITED WILL BE REMOVED VIA SWEEPER OR OTHER APPROVED METHODS.

CONTRACTOR SHALL REFER TO DRAWINGS FOR ANY ADDITIONAL OR SPECIAL REQUIREMENTS

REGARDING ACCESS AND ROADS.

5. CONTRACTOR SHALL CONDUCT CONSTRUCTION SUCH THAT EMERGENCY VEHICULAR ACCESS IS

AVAILABLE AT ALL TIMES. IF CLOSURE IS REQUIRED THE CONTRACTOR SHALL NOTIFY THE COR AND ALL

EMERGENCY SERVICES OF CLOSURE AT LEAST 21 DAYS IN ADVANCE OF APPROVAL. SEE TRAFFIC

CONTROL NOTES FOR ADDITIONAL DETAILS.

6. CONTRACTOR SHALL COORDINATE WITH THE COR CONCERNING ANY GOVERNMENT-OWNED EQUIPMENT

REQUIRING RELOCATION TO COMPLETE PROJECT WORK.

7. DURING NON WORKING HOURS, HOLIDAYS AND NON CONSTRUCTION ACTIVITY TIMES , THE

CONTRACTOR SHALL PARK CONSTRUCTION EQUIPMENT AND VEHICLES WITHIN THE STAGING AND

LAYDOWN AREAS. ANY DEVIATIONS WILL NEED APPROVAL FROM COR PRIOR TO OCCURRENCE

8. ALL AREAS DISTURBED BY ANY CONSTRUCTION ACTIVITIES INCLUDING BORROW AREAS, MATERIAL

LAYDOWN, STOCKPILE AREAS, PARKING, CONTRACTOR PARKING, EARTHWORK ACTIVES, UTILITY

TRENCHING, OVERHEAD UTILITY WORK, ETC SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER, AS APPROVED BY THE COR AT THE COMPLETION OF CONSTRUCTION. ALL AREAS NOT DEFINED ON THE

PLANS OR DESIGNATED FOR PAVEMENT OR GRAVEL SURFACING SHALL BE COVERED WITH A MINIMUM

OF 4-INCHES OF TOPSOIL, SODDED AND IRRIGATED/MAINTAINED FOR A MINIMUM OF 12 MONTHS OR

UNTIL 95% COVERAGE OF GROUND COVER PER SPECIFICATIONS.

9. CONTRACTOR SHALL PROVIDE WATER AND TOILET FACILITIES FOR THEIR WORKERS WITHIN THE

CONSTRUCTION ZONE AS NECESSARY. CONTRACTOR SHALL NOT USE GOVERNMENT FACILITIES UNLESS

AUTHORIZED TO DO SO. LOCATION OF FACILITIES SHALL BE COORDINATED WITH THE COR.

GENERAL TRAFFIC CONTROL NOTES

1. ALL CONSTRUCTION EQUIPMENT AND CONTRACTOR CONSTRUCTION VEHICLES SHALL BE MARKED WITH

COMPANY DECALS, INSIGNIAS OR OTHER MARKINGS. MARKINGS SHALL BE CLEAR AND VISIBLE.

2. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO SOUND AN ALARM WHEN

MOVING IN REVERSE.

3. ONLY RUBBER TIRED VEHICLES SHALL BE ALLOWED ON EXISTING PAVEMENT THAT IS TO REMAIN.

4. ALL WORK ADJACENT TO OR ON EXISTING ROADWAYS SHALL COMPLY WITH CURRENT FDOT STANDARDS

RESPECTIVELY FOR TRAFFIC CONTROL AND SAFETY.

EQUIPMENT AND STOCKPILE REQUIREMENTS NOTES

1. STOCKPILED MATERIAL SHALL BE CONSTRAINED APPROPRIATELY.

2. WHEN NOT IN OPERATION, ALL EQUIPMENT AND CRANES SHALL HAVE BOOMS OR ARMS LOWERED TO

THEIR LOWEST ELEVATIONS.

3. THE CONTRACTOR SHALL STOCKPILE MATERIALS, SPOILS, OR DEBRIS IN A MANNER SUCH THAT

STOCKPILES SHALL NOT PENETRATE OR IMPACT ENVIRONMENTALLY SENSITIVE AREAS SUCH AS

WETLANDS OR WATERS OF THE STATE. ANY DEVIATION SHALL BE APPROVED BY THE COR PRIOR TO

MATERIAL MOVEMENT.

EXCAVATION AND TRENCHES NOTES

1. THE CONTRACTOR SHALL COMPLY WITH THE MOST CURRENT EDITION OF OSHA REGULATIONS, THE

STATE OF GEORGIA CONCERNING EXCAVATION, AND USACE EM 385-1-1 SAFETY AND HEALTH

REQUIREMENTS MANUAL.

2. OPEN TRENCHES, EXCAVATIONS, AND DEMOLITION AREAS WITHIN THE CONSTRUCTION SITE SHALL BE

PROMINENTLY MARKED WITH ORANGE FENCING OR OTHER MEANS ACCEPTABLE TO THE COR.

3. 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.

4. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL LOCATE ALL UTILITIES. ANY UTILITY ADJUSTMENTS, EXISTING OR PROPOSED, REQUIRED TO COMPLETE CONSTRUCTION UNDER THIS CONTRACT SHALL BE

THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 72 HOURS

TO THE COR AND ASSOCIATED UTILITY COMPANIES BEFORE PROCEEDING WITH ANY EXCAVATIONS.

5. UTILITY EXCAVATIONS ITEM MAY INCLUDE, BUT IS NOT LIMITED TO; THE TEMPORARY RELOCATION OF

EXISTING OVERHEAD POWER LINES. ALL WORK IN THE VICINITY OF OVERHEAD POWER LINES SHALL

CONFORM TO OSHA REQUIREMENTS AND ANY OTHER APPLICABLE (LOCAL) SAFETY REQUIREMENTS. THE

CONTRACTOR IS TO REPAIR ALL DAMAGES TO EXISTING UTILITIES THAT ARE TO REMAIN IN SERVICE

IMMEDIATELY AT NO ADDITIONAL COSTS OR EXPENSE TO THE GOVERNMENT.

6. CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS TO PERFORM UNDERGROUND WORK.

7. CONTRACTOR SHALL PROVIDE WATER DIVERSIONS AS REQUIRED TO LIMIT RAIN WATER FROM ENTERING

SITE EXCAVATED AREAS. FOR DE-WATERING REQUIREMENTS SEE SECTION 31 00 00.

ADDITIONAL SAFETY NOTES

1. CONTRACTOR SHALL MAINTAIN AT ALL TIMES ONE FIRE LANE FREE FROM OBSTRUCTION AND MAINTAIN

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

2. THE CONTRACTOR SHALL PERFORM ON-SITE INSPECTIONS DAILY AND PRIOR TO LEAVING THE SITE EACH

DAY TO REMEDY ANY SAFETY CONCERNS IMMEDIATELY.

3. THERE SHALL BE NO PERMANENT WASTE SITES WITHIN THE PROJECT ZONE. ANY TEMPORARY WASTE

SHALL BE PROPERLY MAINTAINED FOR NO MORE THAN A 10 DAY PERIOD AND REMOVED ACCORDINGLY

OR AS DIRECTED BY THE COR.

4. CONSTRUCTION FUEL AND OILS OR HAZARDOUS WASTE RESULTING FROM CONTRACTOR OPERATIONS

OR ACTIVITIES SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE WITH THE SPECIFICATIONS AND

LOCAL REGULATORY REQUIREMENTS AND PROPERLY REMOVED FROM THE PROJECT VICINITY. IF

HAZARDOUS MATERIALS ARE ENCOUNTERED OR UNCOVERED DURING CONSTRUCTION ACTIVITIES, THE

CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY.

5. CONTRACTOR SHALL FURNISH A CONSTRUCTION SAFETY PLAN IN ACCORDANCE WITH THE

SPECIFICATIONS AND USACE SAFETY MANUAL EM 385-1-1 WITH THE PROJECT SCHEDULE. THE SAFETY

PLAN SHALL IDENTIFY AT A MINIMUM THE FOLLOWING ITEMS: (ACCESS POINTS, STAGING AREA AND HAUL

ROUTE, TEMPORARY MARKINGS AND SIGNAGE, LOCATION AND TYPE OF TRAFFIC CONTROL DEVICES, COMMUNICATION METHODS WITH COR, SUPERINTENDENT, SITE SAFETY MANAGER)

NIGHT WORK NOTES

1. NIGHT WORK SHALL NOT BE PERMITTED FOR THIS PROJECT.

RECORD DRAWING NOTES

1. THE CONTRACTOR SHALL MAINTAIN UPDATED RECORD DRAWINGS AT ALL TIMES THROUGH THE

DURATION OF THE PROJECT. AS-BUILTS FOR ALL UTILITY SYSTEMS AND BUILDING STRUCTURES SHALL

BE FIELD SURVEYED AND STAMPED BY A LICENSED SURVEYOR IN THE CORRESPONDING STATE OF

WORK.

2. DURING CONSTRUCTION OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING

TRACK OF ANY COR APPROVED FIELD CONSTRUCTION REVISIONS TO THE DESIGN DEPICTED ON

APPROVED CONSTRUCTION DRAWINGS. THE REVISIONS SHALL BE USED TO PREPARE RECORD

DRAWINGS OF COMPLETED CONSTRUCTION.

3. ALL VARIATIONS OF PROJECT CONDITIONS, LOCATION, AND CONFIGURATION, AND ANY OTHER CHANGES

FROM THE APPROVED CONSTRUCTION DRAWINGS SHALL BE NOTED. THIS INCLUDES CONCEALED

CONSTRUCTION AND UTILITY FEATURES THAT WERE REVEALED DURING CONSTRUCTION.

GENERAL CIVIL NOTES

1. ALL DIMENSIONS, ELEVATIONS AND STATIONS ARE IN FEET UNLESS INDICATED.

2. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE.

3. CALLOUTS, COORDINATES, ELEVATIONS AND DIMENSIONS ARE POINTED TO OR MEASURED TO THE

STRUCTURE CENTER, EDGE OF PAVEMENT, BACK OF CURB, OR OUTSIDE FACE OF FOUNDATION WALL, UNLESS INDICATED OTHERWISE.

SURVEYORS NOTES

1. COORDINATES ARE REFERENCED TO FLORIDA STATE PLANE COORDINATE SYSTEM 83 DATUM NORTH

ZONE UNLESS INDICATED OTHERWISE.

2. ALL ELEVATIONS ARE REFERENCED TO NAVD 88.

3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE AND CAN

ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THE TIME.

EXISTING CONDITION NOTES

1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS INDICATED HAVE BEEN OBTAINED

FROM EXISTING RECORDS AND FIELD SURVEYS. UNDERGROUND STRUCTURES AND UTILITIES MAY BE

PRESENT WHICH ARE NOT DOCUMENTED OR LOCATED.

2. THE CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES, STRUCTURES, AND SURVEY INFORMATION, AND TAKE NECESSARY PRECAUTIONS DURING DEMOLITION AND CONSTRUCTION. THE CONTRACTOR

SHALL VERIFY ALL EXISTING ABOVE AND BELOW GRADE UTILITIES TO THE PRACTICAL EXTENT POSSIBLE.

THESE LOCATIONS SHALL BE MARKED PRIOR TO THE BEGINNING OF WORK. THE CONTRACTOR SHALL

CONTACT THE COR AND ALL RESPECTIVE UTILITIES TO IDENTIFY THEIR RESPECTIVE UTILITY LOCATIONS.

THE CONTRACTOR WILL NOTE THAT THE UTILITIES SHOWN ARE REPRESENTATIVE AT TIME OF DESIGN

AND KNOWN DATA AND THAT NECESSARY PRECAUTIONS NEED TO BE MADE TO ACCOUNT FOR

UNKNOWN OR DIFFERING SITE CONDITIONS ENCOUNTERED

3. CONTRACTOR SHALL INVESTIGATE UTILITY DISTURBANCE A MINIMUM OF 100 FEET IN FRONT AND

AROUND ANTICIPATED EXCAVATIONS. CONTRACTOR SHALL STOP WORK IMMEDIATELY AND CONTACT

THE COR IF ANY UTILITY (BURIED AND AERIAL) ARE DISTURBED.

4. THE CONTRACTOR SHALL CONTACT THE COR UPON ANY DISTURBANCE OF ANY EXISTING UTILITIES, STRUCTURES, MONUMENTS ETC. DURING CONSTRUCTION CAUSED BY CONTRACTOR ACTIVITIES.

DISTURBANCES SHALL BE RESTORED AT THE CONTRACTORS EXPENSE TO THE SATISFACTION OF THE

COR.

5. THE CONTRACTOR SHALL PROTECT ITEMS NOT TO BE DAMAGED DURING DEMOLITION AND

CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED OR DISTURBED ITEMS AT THE

DIRECTION OF THE COR.

6. ABANDONED CONDUIT AND FENCE POST FOOTINGS WILL BE ENCOUNTERED DURING EXCAVATION. THE

CONTRACTOR WILL BE REQUIRED TO REMOVE ITEMS ENCOUNTERED AND ENSURE THAT BACKFILL IS

COMPACTED PER SPECIFICATIONS. CONTRACTOR SHALL USE SELECT FILL AS SPECIFIED IN 31 00 00 TO

FILL IN VOID LEFT BY THE REMOVED ITEMS.

GENERAL DEMOLITION NOTES

1. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS SHALL BE DISPOSED OF IN

ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS. DISPOSAL AREAS FOR RUBBLE, UNSUITABLE EXCESS SOIL MATERIALS OR OTHER CONSTRUCTION DEBRIS ARE NOT AVAILABLE WITHIN

THE PROJECT VICINITY FOR CONTRACTOR USE. DISPOSAL IS THE RESPONSIBILITY OF THE CONTRACTOR

AT SITES OFF GOVERNMENT LAND.

2. THE CONTRACTOR MAY COORDINATE THE SALVAGE OF EXCESS AGGREGATE SURFACING AT THE

DIRECTION OF THE COR. STOCK PILE LOCATIONS OF REUSABLE MATERIAL SHALL BE COORDINATED

PRIOR TO CONSTRUCTION WITH THE COR. AT ANY TIME THE COR MAY CANCEL STOCKPILED SALVAGED

MATERIALS AT WHICH POINT THE CONTRACTOR IS REQUIRED TO REMOVE ANY EXCESS REMAINING

MATERIALS OFF SITE AT NO ADDITIONAL EXPENSE TO THE GOVERNMENT.

3. CONTRACTOR SHALL COORDINATE LIMITS OF SAWCUT AND PAVEMENT REMOVAL IN CONJUNCTION WITH

THE APPROVED CONSTRUCTION PLANS. PAVEMENT DESIGNATED FOR SAWCUT SHALL BE SAWCUT FULL

DEPTH AND SINGLE OR DOUBLE CUT AS INDICATED ON THE PLANS. EXISTING PAVEMENT EDGES SHALL

BE SAWCUT IN LOCATIONS SHOWN TO PROVIDE CLEAN EDGE FOR CONSTRUCTION OF PROPOSED

PAVEMENT.

4. CONCRETE PAVEMENT REMOVAL LIMITS SHALL BE TO THE NEAREST EXISTING PAVEMENT JOINT TO THE

GREATEST EXTENT POSSIBLE TO PREVENT PARTIAL PANEL REMOVAL.

5. PAVEMENT REMOVAL SHALL INCLUDE THE REMOVAL OF PAVEMENT AND ANY SUBBASE MATERIAL

PRESENT UNLESS OTHERWISE SHOWN IN THE APPROVED CONSTRUCTION DOCUMENTS.

6. CONTRACTOR SHALL COORDINATE WITH THE COR PRIOR TO REMOVAL OF EXISTING UTILITIES

CURRENTLY IN SERVICE. RELOCATED UTILITIES SHALL BE CONSTRUCTED BEFORE REMOVAL OF

EXISTING UTILITIES TO ENSURE UNINTERRUPTED SERVICE TO THE FACILITIES BY THE UTILITY. ALL

RELOCATIONS SHALL BE COORDINATED WITH THE COR.

7. STRUCTURES AND UTILITIES TO BE REMOVED SHALL BE REMOVED IN ACCORDANCE WITH

SPECIFICATION 02 41 00 AND BACKFILLED IN ACCORDANCE WITH SPECIFICATION 31 00 00.

EROSION CONTROL NOTES

1. IN ADDITION TO WHAT IS SHOWN IN THE PLANS, THE CONTRACTOR SHALL EMPLOY EROSION CONTROL

DEVICES AROUND ANY STOCK PILES AS NECESSARY TO CONTROL EROSION AND STORM WATER

RUNOFF, IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS

2. BMPS SHOWN ON THE PLAN ARE NOT FINAL AND SHALL BE ADJUSTED PER SITE CONDITIONS AT THE

TIME OF CONSTRUCTION. CONTRACTOR IS NOT LIMITED TO THE BMPS DETAILED IN THE PLAN SET AND

MAY USE ADDITIONAL BMPS AS APPROVED BY THE COR.

3. THE CONTRACTOR HAS THE SOLE RESPONSIBILITY TO DESIGN THE EROSION CONTROL PLAN AND IS

RESPONSIBLE FOR ALL FEDERAL, STATE AND LOCAL PERMITS FOR EROSION CONTROL. CONTRACTOR

SHALL OBTAIN A FDOT NOI FOR CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR

ALL FEES AND APPLICATION PREPARATION

4. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY DISTURBANCE.

5. EROSION CONTROL DEVICES SHALL BE USED FOR THE STAGING AREA AND ANY MATERIAL STOCK PILES

WHEN NECESSARY TO CONTROL EROSION AND STORM WATER RUNOFF.

6. 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.

7. FOR ADDITIONAL BMP GUIDANCE, THE CONTRACTOR SHALL UTILIZE FLORIDA EROSION SEDIMENT

CONTROL MANUAL (MOST CURRENT EDITION).

8. CONSTRUCTION ENTRANCES SHALL BE LOCATED AS SHOWN IN THE PLAN SET. THE CONSTRUCTION

ENTRANCE SHALL BE MAINTAINED FOR THE LIFE OF THE PROJECT

9. THE SITE IS LOCATED ADJACENT TO WATERS OF THE STATE. EXTRA PRECAUTION SHALL BE USED TO

PREVENT EROSION FROM LEAVING THE SITE.

GENERAL VEGETATIVE NOTES

1. THE COR SHALL APPROVE GRADES AND CONDITIONS OF SITE PRIOR TO FINAL STABILIZATION EFFORTS

TO INCLUDE BUT NOT LIMITED TO, SODDING AND SEEDING.

2. NO IRRIGATION SYSTEM IS PROPOSED. CONTRACTOR SHALL PROVIDE TEMPORARY IRRIGATION SYSTEM

FOR FINAL STABILIZATION ESTABLISHMENT METHODS. ALL TEMPORARY IRRIGATION SHALL BE REMOVED

AFTER MAINTENANCE PERIOD HAS PASSED.

3. ALL VEGETATIVE STABILIZATION AND ESTABLISHMENT EFFORTS, INCLUDING THOSE AREAS NOT SHOWN

IN THIS PLAN BUT DISTURBED AS PART OF THE CONSTRUCTION EFFORTS SHALL BE MONITORED AND

MAINTAINED BY THE CONTRACTOR PER THE SPECIFICATIONS FOR A PERIOD NOT LESS THAN 12 MONTHS

(365 DAYS) FROM THE POINT OF SUBSTANTIAL COMPLETION.

4. THE CONTRACTOR SHALL WARRANTY ALL TURF GRASS FOR A PERIOD NOT LESS THAN 12 MONTHS FROM

DATE OF SUBSTANTIAL COMPLETION.

5. ALL EXISTING VEGETATION OUTSIDE OF THE LIMITS OF SODDING SHALL NOT BE DISTURBED. DAMAGE TO

EXISTING TREES DOCUMENTED AS UNDISTURBED SHALL BE REPLACED BY THE CONTRACTOR, THE

CONTRACTOR SHALL REPLACE THE TOTAL TREE CALIPER DAMAGED WITH NEWLY PLANTED TREES OF

SIMILAR SPECIES AT A 1:1 RATIO. MINIMUM TREE REPLACEMENT SIZE SHALL BE 3" CALIPER AND BE

APPROVED BY THE CONTRACTING OFFICER.

C-004

G E

N E

R A

O T

E S

C H

C C

W G

E F

A L C

O D

S O

C O

N N

O R

L O

N G

1 2 3 4 5 6 7 8 9 10 11 12 13

D E

S C

R I P

T I O

N M

A R

K D

A T

SHEET ID

S O

L I C

I T

A T

I O

D E

S I G

N E

S I Z

S U

B M

I T

T E

C O

N T

R A

U S

R M

O R

N G

I N

E E

R S

A N

S I

M O

B I

T R

I C

M O

B I L E

L A

B A

M A

C H

E C

K E

D R

A W

I S

S U

A T

P R

O J E

B E

F I

A I N

J O

S E

E E

US Army Corps of Engineers

D R

U F

O W

E R

H O

U S

J W

O W

E R

H O

U S

V A

E P

L A

C E

M E

N T

- C H

E E

E E E

E E E E E E

E E

E E E E

XXXXXXXXX

X X

S D

S S S

S D

S S

W W

105.254

PIPE INVERT

X X X X X

X X

BM: 11-3A

N: 621730.86

E: 1854784.21

E X

I S

T I N

O N

D I T

I O

C H

C V

F d w g

VF101

E F

A L C

O D

S O

C O

N N

O R

L O

N G

1 2 3 4 5 6 7 8 9 10 11 12 13

D E

S C

R I P

T I O

N M

A R

K D

A T

SHEET ID

S O

L I C

I T

A T

I O

D E

S I G

N E

S I Z

S U

B M

I T

T E

C O

N T

R A

U S

R M

O R

N G

I N

E E

R S

A N

S I

M O

B I

T R

I C

M O

B I L E

L A

B A

M A

C H

E C

K E

D R

A W

I S

S U

A T

P R

O J E

B E

F I

A I N

J O

S E

E E

US Army Corps of Engineers

D R

U F

O W

E R

H O

U S

J W

O W

E R

H O

U S

V A

E P

L A

C E

M E

N T

- C H

SHEET NOTES:

1. SEE SHEET C-002 FOR ABBREVIATIONS.

2. SEE SHEET C-003 FOR SURVEY LEGEND.

3. SEE SHEET C-004 FOR ADDITIONAL SURVEY NOTES.

SCALE:

20' 40'20

1"=20'

PLAN NORTH

AutoCAD SHX Text

OUTFLOW STRUCTURE

AutoCAD SHX Text

OUTFLOW STRUCTURE

AutoCAD SHX Text

OUTFLOW STRUCTURE

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text

WATER VALVE PIT

AutoCAD SHX Text

UNDERGROUND ELECTRIC

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

MANHOLE & SEPTIC SLAB

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

EDGE OF ASPHALT

AutoCAD SHX Text

FENCELINE

AutoCAD SHX Text

GAZEBO

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

ELECT. BOX

AutoCAD SHX Text

FLAG POLE

AutoCAD SHX Text

WOODEN STAIRS

AutoCAD SHX Text

MONITOR WELL

AutoCAD SHX Text

MONITOR WELL

AutoCAD SHX Text

UNDERGROUND STORM LINE

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

UNDERGROUND WATER LINE

AutoCAD SHX Text

FENCELINE

AutoCAD SHX Text

EDGE OF ASPHALT

AutoCAD SHX Text

FENCELINE

AutoCAD SHX Text

EDGE OF ASPHALT

AutoCAD SHX Text

EAST: 1855040

AutoCAD SHX Text

EAST: 1854960

AutoCAD SHX Text

NORTH: 621840

AutoCAD SHX Text

UNDERGROUND ELECTRIC

AutoCAD SHX Text

UNDERGROUND ELECTRIC

AutoCAD SHX Text

USGS RAIN GAGE

AutoCAD SHX Text

CONCRETE STEPS AND PED. GATE

AutoCAD SHX Text

MONITOR WELL

AutoCAD SHX Text

JIM WOODRUFF POWERHOUSE

AutoCAD SHX Text

JIM WOODRUFF SWITCHYARD

AutoCAD SHX Text

UNDERGROUND WATER LINE

SEPTIC DRAIN FIELD

C O

M M

C O

M M

C O

M M

BM: 11-3A

N: 621730.86

E: 1854784.21

E E

E E E E E E E E

E E

E E E E E E E E E E E E E

S D

X X X X X X X X X

X X X X

X X X

S F

X XX XX XX XX XX XX XX XX XX XX XX XX XX X

X X

CORNER

N: 621656.27

E: 1854916.92

E E

E E E

E E E E E E

E E

E E E E

XXXXXXXXX

X X

S D

S S S

S D

S S

W W

113.410

11-3a

X X X X X

X X

X XX XX X

X X

CORNER

N: 621656.27

E: 1854916.92

BM: 11-3A

N: 621730.86

E: 1854784.21

FILL SLOPE

GROUND LINE

6" MIN.

WOOD POST

STEEL POST

STEEL OR WOOD POST

FILTER FABRIC

FENCE

TOP STRAND

(10 GAUGE

MIN.)

STAY WIRES

(12.5 GAUGE MIN.)

BOTTOM STRAND

(10 GAUGE MIN.)

LINE WIRES

(12.5 GAUGE MIN.)

NOTES:

1. SILT FENCE MAY BE INSTALLED ALONG TOE OF EMBANKMENTS, ALONG AREAS

OF DISTURBED GROUND, AND AROUND STORM DRAIN INLETS AND MANHOLES.

2. WIRE SHALL BE A MIN. WIDTH OF 32 WITH A MIN. OF 6 LINE WIRES WITH 12"

STAY SPACING.

3. FILTER FABRIC MIN. WIDTH IS 36".

4. FILTER FABRIC TO BE SECURELY FASTENED TO THE WIRE.

5. STEEL POSTS TO BE 5' IN LENGTH AND SELF-FASTENER ANGLE STEEL TYPE.

6. WOOD POSTS TO BE A MIN. OF 6' IN LENGTH AND 3" OR MORE IN DIAMETER.

7. WIRE FABRIC TO BE FASTENED TO WOOD POST WITH NOT LESS THAN NO. 9

WIRE STAPLES, 1.5" LONG.

8. ACCUMULATED SEDIMENTS SHALL BE REMOVED PERIODICALLY AS

NECESSARY OR DIRECTED.

9. THE FILTER FABRIC SHALL MEET THE FOLLOWING REQUIREMENTS:

A. EOS IS NOT LARGER THAN U.S. STANDARD SIEVE NO.70

A. GRAB STRENGTH 40.8-54.4 kg

B. CONFORM TO ASTM D-1682 OR ASTM D-177

VARIES

(9' MAX.)

SECTION

ELEVATION

SILT FENCE

NOT TO SCALE

CD101

SECTION B-B

FLOW

PLAN

NOTES:

1. STAKES SHALL BE SIZED, SPACED AND

OF A MATERIAL THAT WILL EFFECTIVELY

SECURE THE WATTLE.

2. 2. REFER TO MANUFACTURER

SPECIFICATIONS ON OVERLAPPING ENDS

(12" TO 36" MAX).

CATCH BASIN

15" COIR FIBER

WATTLE

CURB

GUTTER

PAVEMENT

CATCH BASIN

15" COIR WATTLE

GUTTER

PAVEMENT

CATCH BASIN

15" COIR WATTLE

CURBING

GUTTER

PAVEMENT

STAKE

CURB INLET PROTECTION

NOT TO SCALE

CD101

B M

E M

O L I T

I O

T R

A C

T O

L A

Y D

O W

L A

C H

C C

D d w g

CD101

E F

A L C

O D

S O

C O

N N

O R

L O

N G

1 2 3 4 5 6 7 8 9 10 11 12 13

D E

S C

R I P

T I O

N M

A R

K D

A T

SHEET ID

S O

L I C

I T

A T

I O

D E

S I G

N E

S I Z

S U

B M

I T

T E

C O

N T

R A

U S

R M

O R

N G

I N

E E

R S

A N

S I

M O

B I

T R

I C

M O

B I L E

L A

B A

M A

C H

E C

K E

D R

A W

I S

S U

A T

P R

O J E

B E

F I

A I N

J O

S E

E E

US Army Corps of Engineers

D R

U F

O W

E R

H O

U S

J W

O W

E R

H O

U S

V A

E P

L A

C E

M E

N T

- C H

DEMOLITION KEYNOTES:

APPROXIMATE CONSTRUCTION LIMITS

EXISTING SECURITY FENCE; TO REMAIN

REMOVE CURB AND GUTTER

REMOVE SIDEWALK (FULL WIDTH), SEE SHEET NOTE 8

REMOVE SECURITY FENCE, ±47 L.F.; SEE NOTE 11

REQUIRED TEMPORARY SECURITY FENCE, ±64 L.F.

PROTECT USGS RAIN GAUGE AND UNDERGROUND COMM. LINE; SEE SHEET

NOTE 6

EXISTING GAZEBO AND CONCRETE SLAB; TO REMAIN

EXISTING LIGHT POLE; TO REMAIN

EXISTING ABANDONED UNDERGROUND ELECTRICAL LINE, REMOVE AS

REQUIRED

OUTLINE OF PROPOSED CONCRETE SLAB; SEE SHEET CS101 FOR LOCATION

DETAILS

EXISTING CONCRETE JOINT; SIDEWALK, AND CONCRETE CURB & GUTTER

DEMOLITION TO BEGIN AT EXISTING CONCRETE JOINT

EXISTING SANITARY SEWER LEACH FIELD; DO NOT DISTURB

EXISTING GRAVEL SURFACING, REMOVE AND STOCKPILE FOR PROJECT USE;

SEE SHEET NOTE 10

EXISTING WATER VALVE PIT; TO REMAIN

CLEAN AND ROUTE EXPANSION JOINT FULL LENGTH AT BASE OF STAIRS. SEE

NOTE 7.

ABANDONED CONCRETE FENCE POST FOOTINGS; SEE NOTE 9

BMP KEYNOTES:

SILT FENCE

CURB INLET PROTECTION

SHEET NOTES:

1. SEE SHEET C-002 FOR ABBREVIATIONS.

2. SEE SHEET C-003 FOR SURVEY LEGEND.

3. SEE SHEET C-004 FOR ADDITIONAL SURVEY NOTES.

4. DEMOLITION AND BMP'S SHOWN ON THIS SHEET ARE NOT IN THIS

CONTRACT AND ARE SHOWN FOR INFORMATION ONLY.

5. NO UTILITY CONNECTIONS AVAILABLE; CONTRACTOR SHALL SUPPLY

TEMPORARY POWER, WATER, AND SEWER AS REQUIRED.

6. CONTRACTOR SHALL TAKE CARE TO PROTECT EXISTING USGS

COMMUNICATION LINE SHALLOW-BURIED ALONG EXISTING FENCE LINE.

7. CONTRACTOR SHALL CLEAN AND ROUTE EXPANSION JOINT, BEGINNING AT

THE SW END OF THE CONCRETE CAP AS INDICATED. REMOVAL AND

CLEANING OF EXISTING MATERIAL WILL BE THE FULL LENGTH AND WILL

CONCLUDE AT THE NORTH CAP (NOT SHOWN) AND WILL COMMENCE ALONG

THE BASE OF THE WALL, STAIRS, AND SIDEWALK. WORK LIMITS SHALL BE

COORDINATED WITH THE COR.

8. CONTRACTOR SHALL REMOVE EXISTING SIDEWALK, AS SHOWN TO THE

NEAREST JOINT BEGINNING AT THE EXPANSION JOINT ABUTTING THE

SIDEWALK AND PEDESTRIAN GATE SLAB.

9. CONTRACTOR SHALL REMOVE EXISTING 10" X 10" ABANDONED CONCRETE

FENCE POST FOOTINGS AS REQUIRED; CONCRETE FENCE POST FOOTINGS

THAT DO NOT INTERFERE WITH NEW WORK SHALL REMAIN.

10. CONTRACTOR SHALL CAREFULLY REMOVE AND STOCKPILE GRAVEL

SURFACE ADJACENT TO DEMO LIMITS FOR RE-INSTALLATION.

11. SECURITY FENCE LIIMTS SHOWN ARE APPROXIMATE. COR MAY ADJUST

LIMITS AS REQUIRED TO BETTER FIT FIELD CONDITIONS AT TIME OF

CONSTRUCTION.

CONTRACTOR LAYDOWN KEYNOTES:

ASPHALT PAVEMENT & SIDEWALK AVAILABLE FOR TRAILER AND LAYDOWN

EXISTING GOVERNMENT MATERIALS TO BE RELOCATED

SCALE:

20' 40'20

1"=20'

PLAN NORTH

16.00'

CD101

8.00'

OR TO

NEAREST

JOINT

OR TO

NEAREST

EXPANSION

JOINT

4.00'

16.00' 4.00'

N E

A R

E S

J O

I N

E E

N T

(TYP.)

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text

RIPRAP

C O

M M

C O

M M

C O

M M

BM: 11-3A

N: 621730.86

E: 1854784.21

E E

E E E E E E E E

E E

E E E E E E E E E E E E E E

S D

X X X

X X

XXXXXXXXXXXXX

CORNER

N: 621656.27

E: 1854916.92

E E

E E E

E E E E E E

E E

E E E E

XXXXXXXXX

X X

S D

S S S

S D

S S

W W

113.410

11-3a

X X X X

XXX

CORNER

N: 621656.27

E: 1854916.92

BM: 11-3A

N: 621730.86

E: 1854784.21

18" DIA.CONC.

FINISH GRADE

SEE PLANS

6"DIA. STEEL PIPE CONC.

FILLED BOLLARD, PAINTED

DOME CONCRETE,

TROWEL SMOOTH

EXPANSION

JOINT; SEE DETAIL

SEE PLANS

(MATCH EXIST. TIE FLUSH TO SURROUNDING FEATURES)

FLUSH IF ABUTS

SIDEWALK

SOLID SOD OR

RE-INSTALLED GRAVEL

AS REQ'D

SOLID SOD OR

RE-INSTALLED GRAVEL

AS REQ'D

COMPACTED SUBGRADE

4" PC CONCRETE, 3500 PSI

3/8" to 1/2" R

1/2"

JOINT SEALER

1/2" PREMOLDED

EXPANSION

JOINT FILLER

CONTRACTION JOINT EXPANSION JOINT

3/8" to 1/2" R

1/8"

NEW CONCRETE

EXIST. CONCRETE

COMPACT TO 95% MMD

3,500 PSI CONC.

SELECT MATERIAL SUBBASE 6.0" THICK

SLOPE:

MATCH &

TO E

XIS

C I V

I L

I T

L A

C H

C C

S d w g

CS101

E F

A L C

O D

S O

C O

N N

O R

L O

N G

1 2 3 4 5 6 7 8 9 10 11 12 13

D E

S C

R I P

T I O

N M

A R

K D

A T

SHEET ID

S O

L I C

I T

A T

I O

D E

S I G

N E

S I Z

S U

B M

I T

T E

C O

N T

R A

U S

R M

O R

N G

I N

E E

R S

A N

S I

M O

B I

T R

I C

M O

B I L E

L A

B A

M A

C H

E C

K E

D R

A W

I S

S U

A T

P R

O J E

B E

F I

A I N

J O

S E

E E

US Army Corps of Engineers

D R

U F

O W

E R

H O

U S

J W

O W

E R

H O

U S

V A

E P

L A

C E

M E

N T

- C H

NEW WORK KEYNOTES:

APPROXIMATE CONSTRUCTION LIMITS

ABOVE GROUND INSULATED CHILLED WATER AND CHILLED WATER RETURN

LINES; SEE SHEET NOTE 5; SEE MECHANICAL FOR DETAILS

NEW 4" THICK CONCRETE SIDEWALK; TIE FLUSH TO SURROUNDING

FEATURES; SEE DETAIL THIS SHEET

NEW 6" THICK CONCRETE SIDEWALK; TIE FLUSH TO SURROUNDING

FEATURES; SEE MECHANICAL AND STRUCTURAL FOR DETAILS

NEW CURB & GUTTER; TIE FLUSH TO SURROUNDING FEATURES; SEE DETAIL

THIS SHEET

CONCRETE EXPANSION JOINT; SEE SHEET NOTE 6

CLEAN, ROUTE AND RE-SEAL EXPANSION JOINT AT BASE OF STAIRS, FULL

LENGTH, SEE SHEET NOTE 7

FE-7 SECURITY FENCE

OUTLINE OF NEW HVAC UNIT; SEE MECHANICAL FOR INFORMATION

NEW CONCRETE SLAB; SEE STRUCTURAL PLANS FOR INFORMATION

GRAVEL SURFACE BETWEEN CONCRETE AND FENCE, SEE SHEET NOTE 8

PIPE BOLLARD, CENTER IN CURB & GUTTER LIMITS

MECHANICAL LINES TO ASCEND FACE OF EXISTING BUILDING TO MEZZANINE

ABOVE; SEE MECHANICAL DRAWINGS FOR INFORMATION

EXISTING UNDERGROUND ELECTRICAL DUCT BANK APPROXIMATELY 30"

BELOW EXISTING GRADE; DO NOT DISTURB

EXISTING SANITARY SEWER LEACH FIELD; DO NOT DISTURB

CONCRETE PAD FOR MECHANICAL UNIT (CS-4); PAD SHALL BE FIELD LOCATED

IN GENERAL AREA AS SHOWN; SEE MECHANICAL FOR DETAILS

EXISTING CONCRETE STEPS

EXISTING PEDESTRIAN GATE TO REMAIN

PIPE SUPPORT RACK; PIPING UP AND OVER WALKWAY AND PEDESTRIAN

GATE; SEE MECHANICAL FOR DETAILS

SHEET NOTES:

1. SEE SHEET C-002 FOR ABBREVIATIONS.

2. SEE SHEET C-003 FOR SURVEY LEGEND.

3. SEE SHEET C-004 FOR ADDITIONAL SURVEY NOTES.

4. NO UTILITY CONNECTIONS AVAILABLE; CONTRACTOR SHALL SUPPLY

TEMPORARY POWER, WATER, AND SEWER AS REQUIRED.

5. ABOVE GROUND CHILLED WATER AND CHILLED WATER RETURN LINES TO

BE CENTERED ON EXISTING SIDEWALK AND SHALL BE SUPPORTED BY PIPE

SUPPORTS AT 10 FT. O.C.; SEE MECHANICAL PLANS FOR ADDITIONAL

INFORMATION ON ROUTING, EXPANSION LOOPS, AND PIPE SUPPORT

DETAILS.

6. CONTRACTOR SHALL REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL

CONCRETE APRON DETAILS AND JOINTING REQUIREMENTS. CONTRACTOR

SHALL REFER TO THIS SHEET FOR GRADING, ELEVATIONS, & SIDEWALK

EXPANSION JOINT REQUIREMENTS.

7. CONTRACTOR SHALL UNDER THE SUPERVISION OF THE COR, ROUTE,

REMOVE, AND CLEAN EXPANSION JOINT AT THE BASE OF THE ENTRANCE

STAIRS FROM THE SOUTH SIDE OF THE BUILDING TO THE NORTHSIDE FULL

LENGTH. CONTRACTOR SHALL RE-INSTALL NEW EXPANSION JOINT

PREMOLDED EXPANSION JOINT FILLER AND SEAL WITH SILICONE JOINT

SEALER PER SPECIFICATIONS

8. GRAVEL SURFACE SHALL BE INSTALLED AS SHOWN FROM STOCKPILE.

GRAVEL SHALL BE WASHED PRIOR TO INSTALLATION. CONTRACTOR SHALL

PROVIDE ADDITIONAL GRAVEL AS REQUIRED; ADDITIONAL GRAVEL TO

MATCH EXISTING.

SCALE:

20' 40'20

1"=20'

PLAN NORTH

2.00'

CS501

NOT TO SCALE

CS101

4" THICK SIDEWALK

REPLACEMENT DETAIL

CS101

NOT TO SCALE

CS101

BOLLARD DETAIL

CIVIL SITE PLAN LEGEND:

ABOVE GROUND CHILLED WATER AND

CHILLED WATER RETURN LINES; SEE

MECHANICAL PLANS

2.51'

SIDEWALK REPLACEMENT NOTES:

1. PROVIDE EXPANSION JOINTS BETWEEN

EXISTING AND NEW CONCRETE.

2. PROVIDE EXPANSION JOINTS AT WALK

RETURNS AND WHERE WALK ABUTS

BUILDINGS, CURBS AND INTERSECTING

SIDEWALKS.

3. CONTRACTION JOINTS SHALL MATCH

EXISTING JOINT PATTERN OR SHALL BE

INSTALLED SUCH THAT SPACING DOES NOT

EXCEED 1.5 X T (THE THICKNESS OF THE

SLAB).

4. SIDEWALKS SHALL BE 4-INCHES THICK AND

SHALL BE PLACED ON COMPACTED

SUBGRADE. FOR SUBGRADE PREPARATION

AND COMPACTION REQUIREMENTS, SEE

SPECIFICATION 31 00 00 EARTHWORK.

NOT TO SCALE

CS101

CURB & GUTTER

REPLACEMENT DETAIL

16.00' 8.00' 16.00'

2.00'

AutoCAD SHX Text

MONITOR WELL

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text

RIPRAP

C H

3' -4

10'-0" MAXIMUM

16" MIN. DIA.

CONCRETE BASE

TOP RAIL OR TENSION WIRE

BRACE RAIL

LINE POST

GRADE

HOG RINGS (TYP.)

10" MIN. DIA.

1'-0"

1' -0

1'- 6"

(TYP.)

1' -0

1'-10" 7.5" (T

YP.)

35 DEGREES

FABRIC

TENSION BAR

CARRIAGE BOLT

FABRIC

TENSION BAND

TENSION WIRE

PULL POST

LINE POST

TRUSS ROD TRUSS ROD

10'-0" MAX. 10'-0" MAX.

NO SCALE

STEEL POST SCHEDULE

USE AND SECTION

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

FABRIC LESS THAN 72" FABRIC OVER 96"

CORNER, END & PULL POSTS

TUBULAR - ROUND

TUBULAR - SQUARE

C-SECTION (ROLL-FORMED)

LINE POSTS

TUBULAR - ROUND

H-SECTION

C-SECTION (ROLL-FORMED)

TOP, BOTTOM & BRACE RAILS

TUBULAR - ROUND

TUBULAR - SQUARE

H-SECTION

C-SECTION (ROLL-FORMED)

BRACE RAILS

1'-0"

CONCRETE BASE 2" (TYP.)

CHAIN-LINK SECURITY FENCE DETAIL

H-BEAM

BRACE RAIL CLAMP DETAILSTRUSS ROD AND BAND TENSION BAND DETAIL

FASTENING DETAILS

H-BEAM ROUND POST

LINE POST ATTACHMENTS

BRACE PANEL DETAIL

BRACE RAIL ATTACHMENT

ROUND POST

3/8" PLAIN PIN RIVETED

FLUSH (TYP.)

45 DEGREES

LOCK PIN (TYP.) BARBED WIRE (TYP.)

3/8" PLAIN PIN RIVETED

FLUSH (TYP.)

9-GAGE STEEL TIE

WIRES (2'-0" O.C. MAX.)

TENSION BAND (15" O.C. MAX.

AND WITHIN 4" FROM TOP AND

BOTTOM OF FABRIC)

TENSION BAR TO ENGAGE

EACH FABRIC LINK

BARBED-WIRE OR

TENSION WIRE

9-GAGE STEEL TIE WIRE

(15" O.C. MAX. AND

WITHIN 4" FROM TOP

AND BOTTOM OF

FABRIC)

PROVIDE BRACE PANEL WHENEVER

STRAIGHT RUNS EXCEED 500 FEET.

TRUSS ROD

(3/8" MIN. DIA.)

TRUSS ROD (3/8" MIN.

DIA.)

TRUSS ROD (3/8" MIN.

DIA.)

CHAIN-LINK FABRIC (9 GAGE,

2" MESH)

NOTE:

2.375" O.D.

2.00" SQ.

3.50" X 3.50"

2.875" O.D.

2.50" SQ.

3.50" X 3.50"

4.00" O.D.

3.00" SQ.

1.90" O.D.

2.25" X 1.70"

1.875" X 1.625"

2.375" O.D.

2.25" X 1.70"

2.875" O.D.

2.25" X 70"

LINE POST

EXTENSION ARM DETAILS

CORNER POST

END OR GATE POST DETAIL

CORNER, END, OR

PULL POST

TIE WIRES OR

CLIPS (TYP.)

TIE WIRES OR HOG

RINGS (TYP.)

TENSION WIRE

BOTTOM OF

FABRIC

1.66" O.D.

1.50" O.D.

1.625" X 1.50"

1.625" X 1.25"

9-GAGE STEEL TIE

WIRE (15" O.C. MAX.

AND WITHIN 4" FROM

TOP AND BOTTOM

OF FABRIC)

NOTES:

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT

OTHER TYPES OF FENCE SECTIONS AND METHODS OF INSTALLATION.

2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE SECURE SIDE OF

THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED ON THE OPPOSITE SIDE OF

THE SECURE AREA.

3. UNLESS SPECIFICALLY SHOWN OR SPECIFIED, ALL FE6 FENCE SHALL HAVE AN APRON

EXTENDED OUTWARD FROM THE AREA BEING PROTECTED.

4. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID INSIDE THE POST IS

COMPLETELY FILLED WITH CONCRETE UP TO THE TOP OF THE FOUNDATION.

FENCE LEGEND:

TYPE FE5 - CHAIN-LINK FENCE WITHOUT BARBED-WIRE APRON

TYPE FE6 - CHAIN-LINK FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER

TYPE FE7 - CHAIN-LINK FENCE W/BARBED WIRE ON DOUBLE OUTRIGGER

TYPE FE8 - CHAIN-LINK FENCE W/BARBED-WIRE AND BARBED-TAPE ON DOUBLE OUTRIGGER

TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM

TBR - FENCE WITH TOP AND BOTTOM RAILS

TWB - TENSION WIRE TOP AND BOTTOM

TWBR - FENCE WITH TOP TENSION WIRE AND BOTTOM RAIL

FINAL NUMBER IS FABRIC WIDTH IN INCHES.

EXAMPLES

FE6-TR-72 - CHAIN-LINK SECURITY FENCE WITH BARBED-WIRE ON SINGLE OUTRIGGER, TOP

RAIL, AND 72 INCH FABRIC WIDTH.

FE5-TWB-48 - CHAIN-LINK SECURITY FENCE WITH NO APRON, TOP AND BOTTOM TENSION

WIRE, AND 48 INCH FABRIC WIDTH.

BARBED-WIRE APRON ON

EXTENSION ARMS

10'-0" MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

NO SCALE

FABRIC 72" TO 96"

1'-0"

1'-6"

45 DEGREES

1' -0

1'-10"

35 DEGREES

C O

N . D

O D

C O

N N

O R

O N

-7

U R

C E

C H

.d w g

CS501SCALE: N.T.S.A4 SECURITY FENCE ELEVATION

1 2 3 4 5 6 7 8 9 10 11 12 13

C R

O N

K D

SHEET ID

N N

D B

C O

N O

U .S

. A R

M Y

C O

O F

R S

M O

, A

A C

B Y:

D R

B Y:

E D

T N

U M

US Army Corps of Engineers

W O

O D

R U

O W

O U

W . P

O W

O U

- C H

AutoCAD SHX Text X

AutoCAD…

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

File details come from the government source that posted it. Updated Jun 25, 2021.