C27_Drawings_621-24-1-5616-0001_621-21-107 100.pdf

PDF 26 MB Posted Oct 31, 2023

Attached to: Y1NA--621-21-107 Replace Upgrade Diesel Storage Tanks Federal contract opportunity
Solicitation number: 36C24924B0001
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 9

About this file

Written by GovTribe AI · Dec 20, 2023

This document provides details on a federal contract opportunity to replace and upgrade diesel storage tanks for the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 9. Solicitation number 36C24924B0001 seeks to replace existing diesel storage tanks at multiple VA medical center campuses to improve fuel storage infrastructure and comply with environmental regulations. Interested vendors should review the attached technical drawings and specifications file for additional requirements information. The solicitation does not specify pricing terms but requests that responses be submitted by the indicated deadline to be considered for award. Relevant experience providing similar energy infrastructure upgrade services to government agencies will likely be evaluated.

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Other files attached to Y1NA--621-21-107 Replace Upgrade Diesel Storage Tanks, newest first.
File	Type	Posted
Addtional Question Answers_621-21-107 -Replace Upgrade Diesel Storage Tanks.pdf	PDF	Nov 22, 2023
Pre-Bid Sign-In Sheet_621-21-107_36C24924B0001.pdf	PDF	Nov 22, 2023
Question Answers_621-21-107 -Replace Upgrade Diesel Storage Tanks.pdf	PDF	Nov 22, 2023
36C24924B0001 0003.docx	DOCX document	Nov 22, 2023
36C24924B0001 0002.docx	DOCX document	Oct 31, 2023
UEI _ TAX ID.docx	DOCX document	Oct 31, 2023
RFI Form.docx	DOCX document	Oct 31, 2023
P07_Wage Determination_TN20230191 05-12-2023.pdf	PDF	Oct 31, 2023
TS02 - CALCULATION OF SELF PERFORMED WORK.docx	DOCX document	Oct 31, 2023
C28_Specs_621-24-1-5616-0001_621-21-107 100.pdf	PDF	Oct 31, 2023
Contractor EMR Certification Form.docx	DOCX document	Oct 31, 2023
36C24924B0001_1.docx	DOCX document	Oct 31, 2023

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TO JCMC

(MED. CENTER)

R R

40 41

BRUSH

CREE

D R.

LAKE DR. WEST

DOGWOOD

AVE.

T H

S T

MAPLE

AVE.

MEMORIAL AVE.

F O U R T H

S T . T H

S T

MEMORIAL AVE.

MAPLE

AVE.

MAGNOLIA

AVE.

S E C O N D

S T

S T.

LAMONT

ST.

N E Y

S T

DOGWOOD

AVE.

BROWNLOW

LAKE

BRUSH

CREE

ASHE

AVE.

BRADFORD PEAR LANE

S. FIRST

ST.

PEA

AVE

CEMETERY

AIN

R D.

PEACE AVE.

S U N S E T

D R

FREEDOM RD.

CEMETERY

SUNSET

DR.

FRE

EDO

M R D.

VICTORY LN.

JAMES H. QUILLEN VA MEDICAL CENTER

#621-21-107

DEPARTMENT OF VETERANS AFFAIRS

LAMONT AND VETERANS WAY,

MOUNTAIN HOME, TENNESSEE 37684

UNDERGROUND

STORAGE TANK

G E N E R A L N O T E S

A. THE CONTRACT DRAWINGS AND SPECIFICATIONS (INDICATED BY THE SAME PROJECT NUMBER) ARE COMPLEMENTARY. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.) OF ANY DISCREPANCIES FOUND DURING

BIDDING AND THROUGH CONSTRUCTION.

B. DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN.

C. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO DEMOLITION AND CONSTRUCTION. IF PROVIDED, THE GENERAL CONTRACTOR SHALL EXAMINE EXISTING BUILDING DOCUMENTS. THE CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE CONTRACTING OFFICER

REPRESENTATIVE.

D. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING ITEMS TO REMAIN DURING DEMOLITION AND

CONSTRUCTION.

E. IF CONSTRUCTION NOISE IS ANTICIPATED, SUBMIT A WRITTEN REQUEST TO THE C.O.R. FOR THE SCHEDULED TIME OF CONSTRUCTION ACTIVITIES. THE CONTRACTING OFFICER REPRESENTATIVE RESERVES THE RIGHT TO DISCONTINUE NOISY CONSTRUCTION AT ANY TIME. NO RADIOS SHALL BE PERMITTED AT ANY TIME IN WORK AREAS ADJACENT TO OCCUPIED SPACES.

F. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE CODES AND FEDERAL AUTHORITIES, RULES AND REGULATIONS.

G. THESE DOCUMENTS SHOW DESIGN INTENT WITH MINIMUM CONSTRUCTION REQUIREMENTS AND MINIMUM QUALITY OF WORK EXPECTED. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS AND TECHNIQUES FOR CONSTRUCTION

AND EXPECTED QUALITY.

H. ALL MATERIALS UTILIZED ON THIS PROJECT SHALL BE NEW UNLESS OTHERWISE NOTED TO BE SALVAGED AND REFURBISHED.

MATERIAL QUALITY SHALL MEET OR EXCEED APPLICABLE INDUSTRY STANDARDS.

I. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL EQUIPMENT INSTALLATION AND VARYING ALL REQUIRED ROUGH OPENINGS AND ROUGH-IN DIMENSIONS WITH THE EQUIPMENT MANUFACTURER AND C.O.R. PRIOR TO CONSTRUCTION.

J. FIELD VERIFY SIZES AND DIMENSIONS OF ALL EXISTING UTILITIES APPARATUSES IMPACTING NEW CONSTRUCTION. DETERMINE EXACT SIZE AND LOCATION OF PENETRATION WITHIN NEW CONSTRUCTION, TIGHTLY SEAL AND CAULK.

K. GENERAL CONTRACTOR SHALL HOST SUBMITTAL EXCHANGE SOFTWARE FOR THE DURATION OF THE PROJECT.

PROJECT LOCATIONS

CEMETERY

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /M t H o m e

U n d e rg ro u n d

S to ra g e T a n k s /F

F E

M t H o m e

U S

T rv t

GI000

COVER SHEET

05/18/2023 PQ TD

REPLACE UNDERGROUND DIESEL

STORAGE TANKS

621-21-107

MOUNTAIN HOME, TENNESSEE

BID DOCUMENTSJAMES H.

QUILLEN VA

MEDICAL

CENTER

Approved: Owner

NTS

CAMPUS MAP

NTS

VICINITY MAP

SHEET INDEX

SHEET NO. SHEET NAME

GENERAL

GI000 COVER SHEET

GI001 SYMBOLS AND ABBREVIATIONS

CIVIL

CI001 CIVIL ABBREVIATION, SYMBOLS, AND MATERIALS LEGEND

CE101-N SEDIMENT CONTROL PLAN NORTH AREA

CD101-N DEMOLITION PLAN NORTH AREA

CS101-N HORIZONTAL CONTROL PLAN NORTH AREA

CG101-N GRADING PLAN NORTH AREA

CU101-N UTILITY PLAN NORTH AREA

CE101-S SEDIMENT CONTROL PLAN SOUTH AREA - SHEET A

CE102-S SEDIMENT CONTROL PLAN SOUTH AREA - SHEET B

CD101-S DEMOLITION PLAN SOUTH AREA - SHEET A

CD102-S DEMOLITION PLAN SOUTH AREA - SHEET B

CS101-S HORIZONTAL CONTROL PLAN SOUTH AREA - SHEET A

CS102-S HORIZONTAL CONTROL PLAN SOUTH AREA - SHEET B

CG101-S GRADING PLAN SOUTH AREA - SHEET A

CG102-S GRADING PLAN SOUTH AREA - SHEET B

CU101-S UTILITY PLAN SOUTH AREA - SHEET A

CU102-S UTILITY PLAN SOUTH AREA - SHEET B

CI501 SEDIMENT CONTROL DETAILS

CI502 SEDIMENT CONTROL DETAILS

CI503 CIVIL ELEMENTS DETAILS

CI504 CIVIL ELEMENTS DETAILS

STRUCTURAL

S501 STRUCTURAL PLANS AND DETAILS

ARCHITECTURE

AI101-N NORTH TANK PLAN

AI102-S SOUTH TANK PLAN

AI301 WALL SECTIONS AND DETAILS

MECHANICAL

M001 LEGEND AND ABBREVIATIONS

MD101-N DEMOLITION PLAN NORTH AREA

MH101-N MECHANICAL PLAN NORTH AREA

MD101-S DEMOLITION PLAN SOUTH AREA A

MD102-S DEMOLITION PLAN SOUTH AREA B

MH101-S MECHANICAL PLAN SOUTH AREA A

MH102-S MECHANICAL PLAN SOUTH AREA B

M600 MECHANICAL SCHEDULES AND POINTS LIST

M601 FUEL PIPING DIAGRAMS

ELECTRICAL

E001 LEGEND

EP101-N NORTH AREA PLAN - NEW WORK

EP101-S SOUTH AREA A PLAN - NEW WORK

EP102-S SOUTH AREA B PLAN - NEW WORK

No. Revisions: Date:

BID DOCUMENTS 05/18/2023

NTS

3D VIEW

12/31/2023

REV 1_06/27/2023_2nd Solicitation

A B B R E V I A T I O N S

A.B. ANCHOR BOLT

A.C.M. ASBESTOS CONTAINING MATERIALS

A.C.P. ASPHALT CONCRETE PAVING

A/C AIR CONDITIONING

ACOUS. ACOUSTIC

A.C.T. ACOUSTICAL CEILING TILE

A.D. AREA DRAIN

ADJ. ADJUSTABLE

AFF ABOVE FINISH FLOOR

AGG. AGGREGATE

AL. ALUMINUM

ALT. ALTERNATE

APPROX. APPROXIMATE

ARCH. ARCHITECT

ASPH. ASPHALT

BD. BOARD

BITUM. BITUMINOUS

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

BM. BENCH MARK OR BEAM

BOT. BOTTOM

BRG. BEARING

BRK. BRICK

BRZ. BRONZE

BTWN. BETWEEN

B.U.R BUILT-UP ROOFING

CAB. CABINET

CARP. CARPET

C.B. CATCH BASIN

C.B.B. CEMENTITIOUS BACKER BOARD

CEM. CEMENT

CER. CERAMIC

CER.T. CERAMIC TILE

C.F.C.I. CONTRACTOR FURNISH/CONTRACTOR INSTALL

C.F.O.I. CONTRACTOR FURNISH/OWNER INSTALL

C.HK. COAT HOOK

C.I. CAST IRON

CIR. CIRCLE

C.J. CONSTRUCTION JOINT

CLG. CEILING

CLG.J. CEILING JOINT

CLKG. CAULKING

CLO. CLOSET

CLR. CLEAR

CLS. CLOSURE

CMU CONCRETE MASONRY UNIT

CNTR. COUNTER

C.O. CLEAN OUT

COL. COLUMN

COMB. COMBINATION

COMP. COMPOSITION

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONV.O. CONVECTION OVEN

C.O.R. CONTRACTING OFFICER'S REPRESENTATIVE

CTR. CENTER

C.W. COLD WATER

CW. CURTAINWALL

DET. DETAIL

DF. DOUGLAS FIR

D.F. DRINKING FOUNTAIN

DIA. DIAMETER

DIAG. DIAGONAL

DIM. DIMENSION

DISP. DISPOSAL

DIV. DIVISION

DN. DOWN

D.O. DOOR OPENING

DR. DOOR

D.S. DOWN SPOUT

D.T. DRAIN TILE

D.W. DISHWASHER

DWG(S). DRAWING(S)

DWR. DRAWER

(E) EXISTING

EA. EACH

E.C. ELECTRICAL CONTRACTOR

E.E. EACH END

E.F. EXHAUST FAN

E.J. EXPANSION JOINT

ELEC. ELECTRICAL

ELEV. ELEVATION

E.N. EDGE NAIL

ENCL. ENCLOSURE

EQUIV. EQUIVALENT

E.S. EACH SIDE

E.W. EACH WAY

E.W.C. ELECTRICAL WATER CLOSET

EXP. EXPANSION

EXP.B. EXPANSION BOLT

EXPO. EXPOSURE

EXT. EXTERIOR

F. FACE

F.A. FIRE ALARM

F.B. FACE BRICK

F.BD. FIRE BOARD

F.BELL FIRE BELL

F.B.O. FURNISHED BY OTHERS

F.D. FLOOR DRAIN

FDN. FOUNDATION

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

F.F. FINISH FLOOR

F.G. FINISH GRADE

FGL. FIBERGLASS

F.H. FIRE HYDRANT

FH.M.S. FLAT HEAD MACHINE SCREW

FIN. FINISH

FIXT. FIXTURE

F.J. FLOOR JOIST

F.L. FLOOR LINE

FLASH FLASHING

FLOUR FLUORESCENT

FLR. FLOOR

F.N. FACE NAIL

F.O.B. FACE OF BUILDING

F.O.C. FACE OF CONCRETE

F.O.F. FACE OF FINISH

F.O.M. FACE OF MASONRY

F.O.S. FACE OF STUD

F.R.T.W. FIRE RETARDANT TREATED WOOD

F.S.C. FIRE SUPPRESSION CONTRACTOR

F.S.E.C. FOOD SERVICE EQUIPMENT CONTRACTOR

FTG. FOOTING

FUT. FUTURE

F.V.C. FIRE VAULT CABINET

GA. GAUGE

GALV. GALVANIZED

G.C. GENERAL CONTRACTOR

G.B. GRAB BAR

G.D. GARBAGE DISPOSAL

G.E. GRATE ELEVATION

G.I. GALVANIZED IRON

GL. GLASS

GLB. GLUE LAMINATED BEAM

GND. GROUND

GR. GRADE

G.S.M. GALVANIZED SHEET METAL

GYP.BD. GYPSUM BOARD

H.B. HOSE BIB

HC. HANDICAPPED

HDR. HEADER

HDWD. HARDWOOD

HDWE. HARDWARE

HGT. HEIGHT

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

H.P. HIGH POINT

HR. HOUR

H.S.S. HOLLOW STRUCTURAL STEEL

HTG. HEATING

H.V.A.C. HEATING, VENTILATION & AIR CONDITIONING

H.W. HOT WATER

I.D. INSIDE DIAMETER

INSUL. INSULATION

INT. INTERIOR

INV. INVERT

JAN. JANITOR

J.H. JOIST HANGER

JST. JOIST HANGER

JT. JOINT

KIT. KINTCHEN

LAB LABORATORY

LAM. LAMINATE

LAV. LAVATORY

L.B. LAG BOLT

L.H. LEFT HAND

L.L. LIVE LOAD

L.P. LOW POINT

LT. LIGHT

MAT. MATERIAL

MAX. MAXIMUM

M.B. MACHINE BOLT

M.C. MEDICINE CABINET

MECH. MECHANICAL

MED. MEDIUM

MEMB. MEMBRANE

M.E.P. MECHANICAL, ELECTRICAL, PLUMBING

MFG. MANUFACTURER

MH. MANHOLE

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

MOD. MODULAR

MP.H. MOP HOLDER

MR. FRAMED MIRROR

M.R. MOISTURE RESISTANT

M.T. METAL THRESHOLD

MTD. MOUNTED

MTL. METAL

(N) NEW

N. NORTH

NAT. NATURAL

N.I.C. NOT IN CONTRACT

(NOT PART OF OSA APPROVAL)

NO. NUMBER

NOM. NOMINAL

NON/COM NON-COMBUSTIBLE

N.T.S. NOT TO SCALE

O/ OVER

O.A. OVERALL

OBS. OBSCURE

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.F. OVERFLOW

OFF. OFFICE

O.F.S. OUTSIDE FACE OF STUD

O.H.W.S. OVAL HEAD WOOD SCREW

OPP. OPPOSITE

P. PAINT

P.C. PLUMBING CONTRACTOR

P.C.F. POUNDS PER CUBIC FOOT

P.E.N. PANEL EDGE NAILING

PERF. PERFORATED

PL. PLATE

P.LAM PLASTIC LAMINATE

PLAS. PLASTER

P.L.F. POUNDS PER LINEAR FOOT

PLYWD. PLYWOOD

P.M.F. PRESSED METAL FRAME

PR. PAIR

PROP. PROPERTY

P.S.F. POUNDS PER SQUARE FOOT

P.S.I. POUNDS PER SQUARE INCH

P.STA. PULL STATION

PTD. PAINTED

P.T.D. PAPER TOWEL DISPENSER

PT. POINT

P.T.D.F. PRESSURE TREATED DOUGLAS

FIR

PTN. PARTITION

P.T.R. PAPER TOWEL RECEPTACLE

P.V.C. POLYVINYL-CHLORIDE

Q.T. QUARRY TILE

RAD. RADIUS

R.B. RUBBER BASE

R.C.P. REFLECTED CEILING PLAN

R.D. ROOF DRAIN

RDWD. REDWOOD

REF. REFERENCE

REFR. REFRIGERATOR

REINF. REINFORCING

REQD. REQUIRED

RESIL. RESILIENT

R.H. ROOF HATCH

R.HK. ROBE HOOK

R.H.M.S. ROUND HEAD METAL SCREW

R.H.W.S. ROUND HEAD WOOD SCREW

RM. ROOM

R.O. ROUGH OPENING

R.W.L. RAIN WATER LEADER

S. SOUTH

S.A.B. SOUND ATTENUATION BATT

S.A.D. SEE ARCHITECTURAL DRAWINGS

S.A.F.F. SELF ADHERED FLEXIBLE FLASHING

S.A.S.M. SELF ADHERED FLEXIBLE MEMBRANE

S.BLKG. SOLID BLOCKING

SCWD. SOLID CORE WOOD DOOR

S.C.D. SEE CIVIL DRAWINGS

S.D. STORM DRAIN

S.DISP. SOAP DISPENSER

SEAL. SEALANT

SECT. SECTION

S.E.D. SEE ELECTRICAL DRAWINGS

SHR. SHOWER

SHT. SHEET

SHTG. SHEATHING

SIM. SIMILAR

SL. SLIDING

S.L.D. SEE LANDSCAPE DRAWINGS

S.M.D. SEE MECHANICAL DRAWINGS

S.N.D. SANITARY NAPKIN DISPOSAL

S.N.V. SANITARY NAPKIN DISPENSER

S.P. SOUNDPROOF

SPEC. SPECIFICATION

SQ. SQUARE

SQ.FT. SQUARE FOOT (FEET)

S.S. SANITARY SEWER

S.S.D. SEE STRUCTURAL DRAWINGS

STA. STATION

STD. STANDARD

STL. STEEL

S.STL. STAINLESS STEEL

STO. STORAGE

STRUC. STRUCTRUAL

SUSP. SUSPENDED

T.B. TACKBOARD

T&B. TOP AND BOTTOM

TEL. TELEPHONE

TEMP. TEMPERED

TER. TERRAZZO

T&G. TOUNGE AND GROOVE

THK. THICK

T.J. TOOL JOINT

T.N. TOE NAIL

T.O.C. TOP OF CURB

T.O.P TOP OF PAVEMENT

T.O.PL. TOP OF PLATE

T.O.S. TOP OF SEAT

T.O.W. TOP OF WALL

T.P.D. TOILET PAPER DISPENSER

T.S. TUBE STEEL

T.V. TELEVISION

TYP. TYPICAL

UNF. UNFINISHED

U.N.O. UNLESS NOTED OTHERWISE

UR. URINAL

U/S. UNDERSIDE

V.C.T. VINYL COMPOSITION TILE

VERT. VERTICAL

VEST. VESTIBULE

V.G. VERTICAL GRAIN

V.I.F. VERIFY IN FIELD

V.T. VINYL TILE

V.T.R. VENT TO ROOF

V.W.C. VINYL WALL COVERING

(VC) V.A. FURNISHED / CONTRACTOR INSTALLED

(VV) V.A. FURNISHED AND INSTALLED

W. WEST

W/ WITH

W/IN WITHIN

W.C. WATER CLOSET

WD. WOOD

WDW. WINDOW

W.F. WATER COOLER

W.H. WATER HEATER

W/O WITHOUT

W.P. WATER PROOF

W.R. WATER RESISTANT

WT. WEIGHT

W.W.F. WELDED WIRE FABRIC

YD. YARD

A101

SIM

A101

SIM

A101

SIM

A101

SIM

LEVEL NAME W/ ELEVATION

NEW GRID HEAD

CALL OUT HEAD W/ SHEET NUMBER

ROOM NAME W/ ROOM NUMBER, AREA

& OCCUPANCY

BUILDING SECTION NUMBER W/ SHEET

NUMBER

WALL SECTION NUMBER W/

SHEET NUMBER

DOOR NUMBER

WALL TAG

KEYNOTE

REVISION TAG

FINISH TAG

DETAIL SECTION NUMBER W/

SHEET NUMBER

NORTH ARROW

LEVEL

ELEVATION

150 SF

S Y M B O L S

WINDOW TAGA

0 EXISTING GRID HEAD

10'-0" CEILING HEIGHT TAG

ROOM NAME

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /M t H o m e

U n d e rg ro u n d

S to ra g e T a n k s /F

F E

M t H o m e

U S

T rv t

GI001

SYMBOLS AND ABBREVIATIONS

05/18/2023 PQ TD

REPLACE UNDERGROUND DIESEL

STORAGE TANKS

621-21-107

MOUNTAIN HOME, TENNESSEE

BID DOCUMENTSJAMES H.

QUILLEN VA

MEDICAL

CENTER

Approved: Owner

No. Revisions: Date:

BID DOCUMENTS 05/18/2023

12/31/2023

CIVIL ABBREVIATIONS, SYMBOLS,

AND MATERIALS LEGEND

CI001

GJVRID

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

Fi le

P at h

JAMES H.

QUILLEN VA

MEDICAL

CENTER

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

REPLACE UNDERGROUND

DIESEL STORAGE TANKS

MOUNTAIN HOME, TENNESSE

621-21-107

APPROVED: PROJECT DIRECTOR

05/18/2023REVISIONS: DATE:

BID DOCUMENTS

DWG. OF

BID DOCUMENTS 05/18/2023

SYMBOL LEGEND

BENCHMARK/ELEVATION

CHECK DAM (CD)

EQUIPMENT, ELECTRICAL

FIRE HYDRANT

CLEAN OUT

CONCRETE WASHOUT AREA (CWA)

CULVERT PROTECTION (CP)

CURB SOCK (CS)

HANDICAP PARKING

IRRIGATION CONTROL BOX

INLET PROTECTION (IP)

LIGHT POLE

MANHOLE, ELECTRIC

MANHOLE, SANITARY SEWER

MANHOLE, STORM SEWER

MANHOLE, TELEPHONE/COMMUNICATION

MANHOLE, WATER

METER, ELECTRIC

METER, GAS

METER, WATER

PANEL POINT

POWER POLE

PUMP/ WELL HEAD

SEDIMENT CONTROL BMP

TRANSFORMER

TREE, CONIFEROUS

TREE, DECIDUOUS

VALVE, BUTTERFLY

VALVE, GATE

VEHICLE TRACKING CONTROL (VTC)

WELL

ABBREVIATIONS

ABC AGGREGATE BASE COURSE

ABA ARCHITECTURAL BARRIERS ACT

ADA AMERICANS WITH DISABILITIES

ACT

APA AMERICAN PLYWOOD

ASSOCIATION

AGGR AGGREGATE

ALT ALTERNATE OR ALTITUDE

APPROX APPROXIMATE

ASCE AMERICAN SOCIETY OF CIVIL

ENGINEERS

AST ABOVEGROUND STORAGE TANK

ASPH ASPHALT

AWG AMERICAN WIRE GAUGE

B&F BELL AND FLANGE

B&S BELL AND SPIGOT

BCV BUTTERFLY CHECK VALVE

BF BOTTOM FACE

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BLDG BUILDING

BM BEAM OR BENCHMARK

BRG BEARING

BV BALL VALVE

CB CATCH BASIN OR CEMENT BASE

CD CONSTRUCTION DOCUMENTS

CEM CEMENT

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND

CI CAST IRON OR CURB INLET

CIP CAST-IN-PLACE OR CAST IRON

PIPE

CJ CONSTRUCTION JOINT OR

CONTROL JOINT

CL CENTER LINE, CLASS, OR CLOSE

CLR CLEAR

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT/CONTRACTING

OFFICER

COMM COMMUNICATION

CONC CONCENTRIC OR CONCRETE

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

COV COVER OR CUT OFF VALVE

CRSI CONCRETE REINFORCING STEEL

INSTITUTE

CS CURB SOCK

CSB CONCRETE SPLASH BLOCK

CSP CONCRETE SEWER PIPE

CTR CENTER, CONTOUR, OR COOLING

TOWER RETURN

CTRL CONTROL

CTV CABLE TELEVISION

CU COPPER OR CUBIC

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CV CONTROL VALVE

CWR CHILLED WATER RETURN

CWS CHILLED WATER SUPPLY

d PENNY (NAIL)

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DF DIESEL FUEL LINE

DI DROP INLET

DIA DIAMETER

DIAG DIAGONAL DIAGRAM

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIST DISTANCE

DIV DIVISION

DOC DOCUMENT

DOUG FIR DOUGLAS FIR

DOZ DOZEN

DR DRAIN OR DRIVE

DS DOWNSPOUT

DW DOMESTIC WATER

DWG DRAWING

E EAST

EA EACH

EC EDGE OF CURB

EJ EXPANSION JOINT

EL EASEMENT LINE OR ELEVATION

EOS EDGE OF SLAB

EP EDGE OF PAVEMENT (PAVING)

EPA ENVIRONMENTAL PROTECTION

AGENCY

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ES EDGE OF SHOULDER

ESMT EASEMENT

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

EXST GR EXISTING GRADE

F FIRE LINE; FEMALE; FAHRENHEIT

FFE FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FLG FLANGE

FL FLOW LINE

FOC FACE OF CURB

FP FIRE PROTECTION OR FLAGPOLE

FPM FEET PER MINUTE

FPS FEET PER SECOND

FT FEET OR FOOT

FTG FOOTING

FMH FUEL MANHOLE

G GROUND OR NATURAL GAS

GA GAGE

GAL GALLON

GC GENERAL CONTRACTOR

GEN GENERATOR

GIP GALVANIZED IRON PIPE

GPD GALLONS PER DAY

GT GREASE TRAP

GTV GATE VALVE

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HANDICAP/HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HDWL HEADWALL

HH HAND HOLE

HORIZ HORIZONTAL

HWY HIGHWAY

HYD HYDRANT

HYDR HYDRAULIC

ID INSIDE DIAMETER

INCL INCLUDED

INFO INFORMATION

INV INVERT

IP IRON PIPE

IRREG IRREGULAR

IW IRRIGATION WATER

L ANGLE

LAT LATITUDE

LF LINEAR FEET (FOOT)

LIN LINEAR

LNG LONGITUDE

LOC LOCATION

LONG LONGITUDINAL

LOS LINE OF SIGHT

LPT LOW POINT

LT LIGHT

MAINT MAINTENANCE

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION

SYSTEM

MAX MAXIMUM

MB MAIL BOX

MED MEDIUM

MEMO MEMORANDUM

MER MERIDIAN

MFD MANUFACTURED

MFG MANUFACTURING

MGT MANAGEMENT

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

ML MATERIALS LIST

MN MAGNETIC NORTH

MOD MODEL OR MODIFY

MON MONUMENT

MTG MEETING

MULT MULTIPLE

MUNIC MUNICIPAL

N NORTH

NA NOT APPLICABLE

NDS NATIONAL DESIGN SPECIFICATION

FOR WOOD CONSTRUCTION

NIC NOT IN CONTRACT

NOM NOMINAL

NRCP NON-REINFORCED CONCRETE

PIPE

NTP NOTICE TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OFD OVERFLOW DRAIN

OPNG OPENING

OZ OUNCE

PA PIPE ANCHOR

PB PULL BOX

PC POINT OF CURVE

PCA PORTLAND CEMENT ASSOCIATION

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PG PRESSURE GAGE OR PROFILE

GRADE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PK GAR PARKING GARAGE

PK LOT PARKING LOT

PMPSCT PUMP SUCTION

PE POLYETHYLENE (PLASTIC)

PP POLYPROPYLENE (PLASTIC)

PREP PREPARATION

PREV PREVIOUS

PRKG PARKING

PROP PROPERTY

PRV PRESSURE REGULATOR VALVE

OR PRESSURE RELIEF VALVE

PS CONC PRESTRESSED CONCRETE

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POST TENSIONED

PVC POLYVINYL CHLORIDE (PLASTIC)

QTR QUARTER

QTY QUANTITY

R RADIUS OR RANGE

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RDC REDUCER

REBAR REINFORCING STEEL BARS

REQ REQUIRE

RFI REQUEST FOR INFORMATION

ROW RIGHT OF WAY

RV RELIEF VALVE

RW ROADWAY

SAN SANITARY

SB SPLASH BLOCK

SCHED SCHEDULE

SCL SEDIMENT CONTROL LOG

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SECT SECTION

SJ SCORED JOINT

SMH STEAM MANHOLE

SMP SUMP PUMP

SOV SHUT OFF VALVE

SP STANDPIPE OR SUMP PIT

SP EL SPOT ELEVATION

SPKLR SPRINKLER

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SR STEAM RETURN

SS SANITARY SEWER

SSP STAINLESS STEEL PIPE

STA STATION

STD STANDARD

STM STEAM/STORM

SURF SURFACE

SURV SURVEY

SWR SEWER

SYM SYMBOL

TAN TANGENT

TELE TELEPHONE

TEMP TEMPORARY

THRU THROUGH

TBC TOP BACK OF CURB

TOW TOP OF WALL

TOP TOP OF PAVEMENT

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TYP TYPICAL

UFC UNIFORM FACILITIES CRITERIA

UNO UNLESS NOTED OTHERWISE

UST UNDERGROUND STORAGE TANK

UTIL UTILITY

VB VALVE BOX

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

VIF VERIFY IN FIELD

VOL VOLUME

VTC VEHICLE TRACKING CONTROL

W WASTE, WEST, OR WIDE

WP WATER PUMP

WTR WATER

LINETYPE LEGEND

CABLE, COAXIAL - EXISTING

CABLE, COAXIAL

CABLE, FIBER OPTIC - EXISTING

CABLE, FIBER OPTIC

CHILLED WATER RETURN - EXISTING

CHILLED WATER RETURN

CHILLED WATER SUPPLY - EXISTING

CHILLED WATER SUPPLY

CONSTRUCTION FENCE (CF)

DIESEL FUEL LINE - EXISTING

DIESEL FUEL LINE

DOMESTIC WATER - EXISTING

DOMESTIC WATER

DRAINAGE BASIN BOUNDARY

ELECTRICAL, OVERHEAD - EXISTING

ELECTRICAL, OVERHEAD

ELECTRICAL, UNDERGROUND - EXISTING

ELECTRICAL, UNDERGROUND

FENCE

FLOW LINE

HIGH PRESSURE STEAM

LINEAR FEATURE - DEMOLITION

LIMITS OF CONSTRUCTION

MAJOR CONTOUR - EXISTING

MAJOR CONTOUR LABEL - EXISTING

MINOR CONTOUR - EXISTING

MAJOR CONTOUR

MAJOR CONTOUR LABEL

MINOR CONTOUR

NATURAL GAS - EXISTING

NATURAL GAS

PROPERTY LINE

PROPERTY SETBACK/EASEMENT

SAW CUT LINE

SANITARY SEWER - EXISTING

SANITARY SEWER

SEDIMENT CONTROL LOG

SILT FENCE (SF)

STORM SEWER - EXISTING

STORM SEWER

TELECOM, OVERHEAD - EXISTING

TELECOM, OVERHEAD

TELECOM, UNDERGROUND - EXISTING

TELECOM, UNDERGROUND

SD x

GAS

GASx

SS x

WTRx

WTR

X X

EO x

EU x

TELOx

TELO

TELUx

TELU

FO x

CTV

CTVx

SCL

X X X X X X X X X X X

CWR

CWS

CWR

CWS

MATERIALS LEGEND

AREA OF DEMOLITION

ASPHALT PAVEMENT

CONCRETE

FLOODPLAIN

FLOODWAY

GRASSED AREA

GRAVEL

SOIL, DISTURBED

SOIL, UNDISTURBED

WETLANDS

First StreetSecond Street

SSA

E E

LIM

ITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

VTC CWA

CONSTRUCTION

ACCESS

25.00'

30.00'

20.00'

50.00'

PROVIDE TEMPORARY

CONSTRUCTION FENCING SEE

DETAIL "4" ON SHEET CI502

PROVIDE TEMPORARY

CONSTRUCTION FENCING SEE

DETAIL "4" ON SHEET CI502

PROVIDE TEMPORARY

CONSTRUCTION FENCING SEE

DETAIL "4" ON SHEET CI502

CONSTRUCTION

ACCESS ONLY SIGN

LIM

ITS O

F CO

NSTRUCTIO

LIM

ITS O

F CO

NSTRUCTIO

CONTRACTOR TO MAINTAIN

PEDESTRIAN ACCESS

SEDIMENT CONTROL PLAN

NORTH AREA

CE101-N

GJVRID

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

Fi le

P at h

FULLY

SPRINKLERED

JAMES H.

QUILLEN VA

MEDICAL

CENTER

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

REPLACE UNDERGROUND

DIESEL STORAGE TANKS

MOUNTAIN HOME, TENNESSE

621-21-107

APPROVED: PROJECT DIRECTOR

05/18/2023REVISIONS: DATE:

BID DOCUMENTS

DWG. OF

BID DOCUMENTS 05/18/2023

0' 20'10'

SCALE: 1" = 10'

SHEET NOTES

1. ENSURE ALL SEDIMENT CONTROLS ARE IN PLACE PRIOR TO

EARTH DISTURBING ACTIVITIES.

2. MAINTAIN SEDIMENT CONTROL AT INDICATED LIMITS OF

CONSTRUCTION FOR PROJECT DURATION.

3. PROVIDE SILT FENCING AT LOCATIONS FOR UTILITY

CONNECTIONS.

4. SEE SHEET CI501 AND CI502 FOR SEDIMENT CONTROL DETAILS.

5. REMOVE AND RESEED/MULCH ALL STOCK PILES,

STORAGE/STAGING AREAS AND VEHICLE TRACKING CONTROL

PADS AT THE COMPLETION OF CONSTRUCTION.

6. MAINTAIN EROSION/SEDIMENT CONTROL MEASURES IN PLACE

UNTIL REMOVAL IS APPROVED BY GOVERNMENT.

7. A VEHICLE TRACKING CONTROL PAD AND/OR CONCRETE

WASHOUT AREA MAY BE REQUIRED, AT THE GOVERNMENTS

DISCRETION.

8. SURVEY INFORMATION PROVIDED BY:

BERDING SURVEYING

741 MAIN STREET

MILFORD OHIO 45150

DATED: 09.16.2022

JOB NUMBER: 20202.4

SYMBOL LEGEND

CONCRETE WASHOUT AREA (CWA)

FLOW DIRECTION

LIMITS OF CONSTRUCTION

SEDIMENT CONTROL BMP TAG

SEDIMENT CONTROL LOG

SEEDING AND MULCHING

SCL

EROSION CONTROL BMP LEGEND

LOC LIMITS OF CONSTRUCTION

CF CONSTRUCTION FENCE

RRC RRB FOR CULVERT PROTECTION

SF SILT FENCE

SSA STABILIZED STAGING AREA

VTC VEHICLE TRACKING CONTROL

CWA CONCRETE WASHOUT

SCL SEDIMENT CONTROL LOG

CS CURB SOCK

IP INLET PROTECTION

FIB

FIBER

REV 1 - UG FIBER ADDED 06/27/2023

REV 1_06/27/2023_2nd Solicitation

AutoCAD SHX Text G

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PIV

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FMH

AutoCAD SHX Text

FMH

AutoCAD SHX Text

FMH

AutoCAD SHX Text

FMH

AutoCAD SHX Text Generator

AutoCAD SHX Text Building 36 1 Story Brick

AutoCAD SHX Text Building 116 1 Story Brick

AutoCAD SHX Text Generator

AutoCAD SHX Text 2'x2' CB Rim=1682.08 Inv.=1681.00

AutoCAD SHX Text 2'x2' CB Rim=1682.74 Inv.=1679.79(SE) Inv.=1676.04

AutoCAD SHX Text 4" Perforated Galvanized Steel Pipe Rim=1695.62 Inv.=1693.22

AutoCAD SHX Text San. MH Rim=1682.46 Inv.=1680.21(NE) Inv.=1679.31(SE) Inv.=1676.21(NE) Inv.=1674.71(SE)

AutoCAD SHX Text Utility MH Type Unknown

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" CI

AutoCAD SHX Text

6" CI

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6" CI

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6" CI

AutoCAD SHX Text 6" Perforated Galvanized Steel Pipe

AutoCAD SHX Text Back of Sidewalk

AutoCAD SHX Text Planter

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UST #19

X X

X X X

E E

LIM

ITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

54 SF

575 SF

LIM

ITS O

F CO

NSTRUCTIO

LIM

ITS O

F CO

NSTRUCTIO

DEMOLITION PLAN

NORTH AREA

CD101-N

GJVRID

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

Fi le

P at h

FULLY

SPRINKLERED

JAMES H.

QUILLEN VA

MEDICAL

CENTER

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

REPLACE UNDERGROUND

DIESEL STORAGE TANKS

MOUNTAIN HOME, TENNESSE

621-21-107

APPROVED: PROJECT DIRECTOR

05/18/2023REVISIONS: DATE:

BID DOCUMENTS

DWG. OF

BID DOCUMENTS 05/18/2023

0' 20'10'

SCALE: 1" = 10'

# KEY NOTES

1. EXISTING UNDERGROUND DIESEL STORAGE TANK TO REMAIN

IN SERVICE UNTIL COMPLETION OF NEW WORK. UPON

COMPLETION AND APPROVAL BY C.O.R. UST AND FUEL LINES

TO BE TAKEN OUT OF SERVICE. CONTRACTOR TO DRAIN THE

TANK AND FUEL LINES, EXISTING FUEL LINES TO BE CUT AND

CAPPED FIVE FEET FROM EXISTING TANK OR BUILDING.

EXISTING TANK AND DIESEL FUEL LINES TO BE REMOVED

UNDER A SEPARATE CONTRACT.

2. EXISTING DIESEL FUEL LINES TO REMAIN IN SERVICE UNTIL

COMPLETION OF NEW WORK. UPON APPROVAL BY C.O.R.

FUEL LINES TO BE DRAINED, CAPPED, CUT AND REMOVED TO

A DISTANCE OF FIVE FEET FROM EXISTING BUILDING AND

UNDERGROUND DIESEL FUEL STORAGE TANK.

3. EXISTING MANHOLE TO REMAIN PROTECT IN PLACE.

4. CLEAR AREA FOR ABOVE GROUND STORAGE TANK AND

ENCLOSURE

5. EXISTING TREE TO REMAIN PROTECT IN PLACE.

6. EXISTING UNDERGROUND ELECTRICAL LINE PROTECT IN

PLACE.

7. EXISTING ELECTRICAL BOX PROTECT IN PLACE.

8. EXISTING COMMUNICATION LINE PROTECT IN PLACE.

9. TRENCH EXISTING LANDSCAPE AREA, RESEED AREAS

DAMAGED BY CONSTRUCTION ACTIVITIES.

10. EXISTING GROUNDING LOOP PROTECT IN PLACE, IF GROUND

RING IS DAMAGED DURING CONSTRUCTION IT WILL BE THE

CONTRACTORS RESPONSIBILITY TO REPAIR OR REPLACE THE

DAMAGED GROUND RING.

11. EXISTING ELECTRICAL DUCT BACK APPROXIMATELY 24" TO

36" BELOW GRADE SEE EMERGENCY POWER TO BUILDING 20

PLANS CONTRACT #621-22-116. CONTRACTOR TO LOCATE

BOTH VERTICALLY AND HORIZONTALLY AND NOTIFY C.O.R.

AND ENGINEER REGARDLESS OF ANY CONFLICT.

SHEET NOTES:

1. CLEAR AND GRUB AREA FOR BUILDING.

2. DO NOT IMPACT AREAS OUTSIDE LIMITS OF CONSTRUCTION.

3. RESEED ALL AREAS DISTURBED BY CONSTRUCTION

ACTIVITIES.

4. ALL QUANTITIES PROVIDED ARE APPROXIMATE.

5. EXISTING UNDERGROUND DIESEL FUEL STORAGE TANK AND

DIESEL FUEL LINES TO REMAIN IN PLACE AND IN WORKING

CONDITION THROUGH CONSTRUCTION OF NEW WORK.

6. EXISTING DIESEL FUEL LINES AND ASSOCIATED ELECTRICAL

WIRING TO BE TAKEN OUT OF SERVICE SEE SPECIFICATION

#02.65.00. EXISTING DIESEL FUEL LINES TO BE DRAINED, CUT

AND REMOVED TO A DISTANCE OF FIVE FEET FROM EXISTING

BUILDING AND UNDERGROUND STORAGE TANK. EXISTING

UNDERGROUND DIESEL FUEL STORAGE TANK TO BE DRAINED

AND TAKEN OUT SERVICE AFTER COMPLETION OF NEW WORK

AND APPROVAL FROM COR.

7. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES BOTH

HORIZONTALLY AND VERTICALLY WITHIN WORK ZONES.

CONTRACTOR TO NOTIFY COR AND ENGINEER REGARDLESS

OF ANY CONFLICT.

FIB

FIBER

REV 1 - UG FIBER ADDED 06/27/2023

REV 1_06/27/2023_2nd Solicitation

AutoCAD SHX Text G

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PIV

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SMH

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FMH

AutoCAD SHX Text

FMH

AutoCAD SHX Text

FMH

AutoCAD SHX Text Gate

AutoCAD SHX Text

FMH

AutoCAD SHX Text Generator

AutoCAD SHX Text Building 36 1 Story Brick

AutoCAD SHX Text Building 116 1 Story Brick

AutoCAD SHX Text Generator

AutoCAD SHX Text 2'x2' CB Rim=1682.08 Inv.=1681.00

AutoCAD SHX Text 2'x2' CB Rim=1682.74 Inv.=1679.79(SE) Inv.=1676.04

AutoCAD SHX Text 4" Perforated Galvanized Steel Pipe Rim=1695.62 Inv.=1693.22

AutoCAD SHX Text San. MH Rim=1682.46 Inv.=1680.21(NE) Inv.=1679.31(SE) Inv.=1676.21(NE) Inv.=1674.71(SE)

AutoCAD SHX Text Utility MH Type Unknown

AutoCAD SHX Text

8" VCP

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6" CI

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N:739326.99 E:3037422.16

N:739361.98 E:3037433.14

D F

F D

First StreetSecond Street

29.34'22.01'

N:739395.03 E:3037492.74

N:739366.87 E:3037555.34

.17

9.73'

17.01'5.00' 10.00'

LIMITS OF CONSTRUCTION

N:739355.13 E:3037553.46

LIM

ITS O

F CO

NSTRUCTIO

LIM

ITS O

F C O

STR

U C

TIO

S08°47'29"E

N51°46'00"E S65°59'13"E

S03°30'30"W

HORIZONTAL CONTROL PLAN

NORTH AREA

CS101-N

GJVRID

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

Fi le

P at h

JAMES H.

QUILLEN VA

MEDICAL

CENTER

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

REPLACE UNDERGROUND

DIESEL STORAGE TANKS

MOUNTAIN HOME, TENNESSE

621-21-107

APPROVED: PROJECT DIRECTOR

05/18/2023REVISIONS: DATE:

BID DOCUMENTS

DWG. OF

BID DOCUMENTS 05/18/2023

0' 20'10'

SCALE: 1" = 10'

# KEY NOTES

1. ABOVE GROUND STORAGE TANK ENCLOSURE SEE

ARCHITECTURAL PLANS.

2. PROVIDE UNDERGROUND DIESEL FUEL LINES SEE

MECHANICAL PLANS.

SHEET NOTES:

1. SEE ELECTRICAL SITE PLAN FOR ADDITIONAL INFORMATION ON

ELECTRICAL EQUIPMENT.

2. SEE SHEET CI503 AND CI504 FOR CIVIL DETAILS.

3. SEE DEMOLITION PLANS FOR UTILITY AND STRUCTURE

REMOVAL INFORMATION.

4. AT CURB AND GUTTER N:E IS TOP BACK OF CURB.

5. RESEED ALL AREAS DISTURBED BY CONSTRUCTION

ACTIVITIES.

6. SURVEY INFORMATION PROVIDED BY:

BERDING SURVEYING

741 MAIN STREET

MILFORD OHIO 45150

DATED: 09.16.2022

JOB NUMBER: 20202.4

BASIS OF BEARINGS

STATE PLANE COORDINATE SYSTEM, TN (NAD83).

BASIS OF ELEVATIONS

NAVD88 AS ESTABLISHED BY PROJECT BENCHMARK ON PLANS

FOR EXPANDED PARKING GARAGE & ADD OVERHEAD WALKWAY

BY WALKER CONSULTANTS REVISED 8-10-2020.

REV 1_06/27/2023_2nd Solicitation

AutoCAD SHX Text

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FMH

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AutoCAD SHX Text TBM: Disk N:739444.01 E:3037415.33 EL:1699.42

AutoCAD SHX Text

FMH

AutoCAD SHX Text Generator

AutoCAD SHX Text Building 36 1 Story Brick

AutoCAD SHX Text Building 116 1 Story Brick

AutoCAD SHX Text Generator

AutoCAD SHX Text Utility MH Type Unknown

AutoCAD SHX Text Back of Sidewalk

AutoCAD SHX Text Planter

AutoCAD SHX Text Curb

AutoCAD SHX Text

UST #19

TBM: Disk N:739444.01 E:3037415.33 EL:1699.42

D F

F D

E E

85.8

LIM

ITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

FF = 1686.0

87.8

87.0

85.8

LIM

ITS O

F CO

NSTRUCTIO

LIM

ITS O

F CO

NSTRUCTIO

91.0

RIM

APPROXIMATE LOCATION OF EXISTING ELECTRICAL

DUCT BANK. DUCT BANK WAS INSTALLED AFTER

SURVEY THEREFORE SURVEY INFORMATION WAS NOT

PROVIDED.

THE CONTRACTOR SHALL LOCATE ALL EXISTING

UTILITIES CROSSING THE PROPOSED FUEL LINE

ALIGNMENT AND WITHIN CONSTRUCTION ZONE BOTH

VERTICALLY AND HORIZONTALLY PRIOR TO BEGINNING

WORK. THE CONTRACTOR SHALL NOTIFY THE COR

AND ENGINEER REGARDLESS OF ANY CONFLICTS

PRIOR TO CONSTRUCTION.

3:1 1688

7.8%

86.7

FL/GB

2% 4:1

9.3%

86.7

FL/GB

9.3%

GRADING PLAN

NORTH AREA

CG101-N

GJVRID

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

Fi le

P at h

JAMES H.

QUILLEN VA

MEDICAL

CENTER

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

REPLACE UNDERGROUND

DIESEL STORAGE TANKS

MOUNTAIN HOME, TENNESSE

621-21-107

APPROVED: PROJECT DIRECTOR

05/18/2023REVISIONS: DATE:

BID DOCUMENTS

DWG. OF

BID DOCUMENTS 05/18/2023

0' 20'10'

SCALE: 1" = 10'

# KEY NOTES

1. ABOVE GROUND STORAGE TANK ENCLOSURE SEE

ARCHITECTURAL PLANS.

2. DIESEL FUEL LINE SEE MECHANICAL PLANS.

3. CONNECT DIESEL FUEL LINE INTO EXISTING MANHOLE SEE

MECHANICAL PLANS FOR CONNECTION DETAILS.

4. PROVIDE CONCRETE STOOP SEE DETAIL "4" SHEET CI503.

5. REPAIR ALL CONCRETE SIDEWALK DAMAGED DURING

CONSTRUCTION ACTIVITIES.

6. REPAIR CONCRETE SLAB DAMAGED DURING CONSTRUCTION

ACTIVITIES.

7. EXISTING ELECTRICAL DUCT BACK 10"x36" APPROXIMATELY

24" BELOW GRADE SEE EMERGENCY POWER TO BUILDING 20

PLANS CONTRACT #621-22-116. CONTRACTOR TO LOCATE

BOTH VERTICALLY/HORIZONTALLY AND NOTIFY BOTH THE

C.O.R. AND ENGINEER REGARDLESS OF ANY CONFLICT.

8. POSSIBLE CONFLICT BETWEEN FOOTING AND EXISTING DUCT

BANK, CONTRACTOR TO LOCATE BOTH VERTICALLY AND

HORIZONTALLY AND NOTIFY BOTH THE C.O.R. AND ENGINEER

REGARDLESS OF ANY CONFLICT PRIOR TO CONSTRUCTION.

9. EXISTING ELECTRICAL DUCT BANK PROTECT IN PLACE.

10. PROVIDE GRAVEL FLOOR SEE DETAIL "5" SHEET CI503.

SHEET NOTES:

1. SEE ELECTRICAL SITE PLAN FOR ADDITIONAL INFORMATION ON

ELECTRICAL EQUIPMENT.

2. SEE SHEET CI503 AND CI504 FOR CIVIL DETAILS.

3. SEE DEMOLITION PLANS FOR UTILITY AND STRUCTURE

REMOVAL INFORMATION.

4. ELEVATIONS ARE AT TOP BACK OF CURB UNLESS OTHERWISE

NOTED.

5. RESEED ALL AREAS DISTURBED BY CONSTRUCTION

ACTIVITIES.

6. SURVEY INFORMATION PROVIDED BY:

BERDING SURVEYING

741 MAIN STREET

MILFORD OHIO 45150

DATED: 09.16.2022

JOB NUMBER: 20202.4

BASIS OF BEARINGS

STATE PLANE COORDINATE SYSTEM, TN (NAD83).

BASIS OF ELEVATIONS

NAVD88 AS ESTABLISHED BY PROJECT BENCHMARK ON PLANS

FOR EXPANDED PARKING GARAGE & ADD OVERHEAD WALKWAY

BY WALKER CONSULTANTS REVISED 8-10-2020.

FIB

FIBER

REV 1 - UG FIBER ADDED 06/27/2023

REV 1_06/27/2023_2nd Solicitation

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AutoCAD SHX Text Building 116 1 Story Brick

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AutoCAD SHX Text 2'x2' CB Rim=1682.08 Inv.=1681.00

AutoCAD SHX Text 2'x2' CB Rim=1682.74 Inv.=1679.79(SE) Inv.=1676.04

AutoCAD SHX Text 4" Perforated Galvanized Steel Pipe Rim=1695.62 Inv.=1693.22

AutoCAD SHX Text Utility MH Type Unknown

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ITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

LIM

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EXISTING UNDERGROUND DIESEL FUEL STORAGE

TANK SEE NOTES 5 AND6.

EXISTING UNDERGROUND DIESEL FUEL LINES SEE

NOTES 6.

EXISTING UNDERGROUND DIESEL

FUEL LINES SEE NOTES 6.

APPROXIMATE LOCATION OF EXISTING ELECTRICAL

DUCT BANK. DUCT BANK WAS INSTALLED AFTER

SURVEY THEREFORE SURVEY INFORMATION WAS

NOT PROVIDED.

THE CONTRACTOR SHALL LOCATE ALL EXISTING

UTILITIES CROSSING THE PROPOSED FUEL LINE

ALIGNMENT AND WITHIN CONSTRUCTION ZONE

BOTH VERTICALLY AND HORIZONTALLY PRIOR TO

BEGINNING WORK. THE CONTRACTOR SHALL

NOTIFY THE COR AND ENGINEER REGARDLESS OF

ANY CONFLICTS PRIOR TO CONSTRUCTION.

UTILITY PLAN

NORTH AREA

CU101-N

SITE

GJVRID

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

Fi le

P at h

JAMES H.

QUILLEN VA

MEDICAL

CENTER

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

REPLACE UNDERGROUND

DIESEL STORAGE TANKS

MOUNTAIN HOME, TENNESSE

621-21-107

APPROVED: PROJECT DIRECTOR

05/18/2023REVISIONS: DATE:

BID DOCUMENTS

DWG. OF

BID DOCUMENTS 05/18/2023

0' 20'10'

SCALE: 1" = 10'

# KEY NOTES

1. ABOVE GROUND STORAGE TANK ENCLOSURE SEE

ARCHITECTURAL PLANS FOR DETAILS.

2. EXISTING ELECTRICAL DUCT BACK APPROXIMATELY 24" TO 36"

BELOW GRADE SEE EMERGENCY POWER TO BUILDING 20

PLANS CONTRACT #621-22-116. CONTRACTOR TO LOCATE BOTH

VERTICALLY AND HORIZONTALLY AND NOTIFY C.O.R. AND

ENGINEER REGARDLESS OF ANY CONFLICT.

3. PROVIDE UNDERGROUND DIESEL FUEL LINES INSTALL A

MINIMUM OF 18" BELOW GRADE. SEE MECHANICAL PLANS FOR

LOW POINT LOCATIONS AND LEAK DETECTION EQUIPMENT.

4. UNDERGROUND DIESEL FUEL LINE SEE MECHANICAL PLANS

FOR CONTINUATION.

5. EXISTING STEAM LINE PROTECT IN PLACE.

6. EXISTING UNDERGROUND ELECTRICAL LINE PROTECT IN PLACE.

7. TRENCH EXISTING LANDSCAPE AREA, RESEED AREAS

DAMAGED BY CONSTRUCTION ACTIVITIES.

8. PROVIDE DIESEL FUEL MANHOLE SEE MECHANICAL PLANS.

9. PROVIDE DIESEL FUEL LINES AND ELECTRICAL THROUGH

EXISTING MANHOLE.

10.EXISTING GROUNDING LOOP PROTECT IN PLACE, IF GROUND

RING IS DAMAGED DURING CONSTRUCTION IT WILL BE THE

CONTRACTORS RESPONSIBILITY TO REPAIR OR REPLACE THE

DAMAGED GROUND RING.

11.REPAIR ALL CONCRETE SIDEWALK DAMAGED DURING

CONSTRUCTION ACTIVITIES.

12.REPAIR CONCRETE SLAB DAMAGED DURING CONSTRUCTION

ACTIVITIES.

13.PROVIDE TRANSITION SUMP SEE MECHANICAL PLANS.

SHEET NOTES

1. PROVIDE DETECTABLE WARNING TAPE AT ALL UTILITIES.

2. SEE ELECTRICAL SITE PLAN FOR ADDITIONAL INFORMATION ON

ELECTRICAL LINES AND EQUIPMENT.

3. COORDINATE UTILITY CONNECTIONS AND STUB UP LOCATIONS

WITH BUILDING MECHANICAL, PLUMBING AND ELECTRICAL.

4. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES

CROSSING THE PROPOSED FUEL LINE ALIGNMENT AND WITHIN

CONSTRUCTION ZONE BOTH VERTICALLY AND HORIZONTALLY

PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL NOTIFY

THE COR AND ENGINEER REGARDLESS OF ANY CONFLICTS

PRIOR TO CONSTRUCTION.

5. EXISTING UNDERGROUND DIESEL FUEL STORAGE TANK AND

DIESEL FUEL LINES TO REMAIN IN PLACE AND IN WORKING

CONDITION THROUGH CONSTRUCTION OF NEW WORK.

6. EXISTING DIESEL FUEL LINES AND ASSOCIATED ELECTRICAL

WIRING TO BE TAKEN OUT OF SERVICE SEE SPECIFICATION

#02.65.00. EXISTING DIESEL FUEL LINES TO BE DRAINED, CUT

AND REMOVED TO A DISTANCE OF FIVE FEET FROM EXISTING

BUILDING AND UNDERGROUND STORAGE TANK. EXISTING

UNDERGROUND DIESEL FUEL STORAGE TANK TO BE DRAINED

AND TAKEN OUT SERVICE AFTER COMPLETION OF NEW WORK

AND APPROVAL FROM COR.

7. IF REQUIRED PHASING OF TRENCHING AND TRENCH PLATES TO

BE COORDINATED WITH COR.

8. ALL QUANTITIES PROVIDED ARE APPROXIMATE.

FIB

FIBER

REV 1 - UG FIBER ADDED 06/27/2023

REV 1_06/27/2023_2nd Solicitation

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FMH

AutoCAD SHX Text Generator

AutoCAD SHX Text Building 36 1 Story Brick

AutoCAD SHX Text Building 116 1 Story Brick

AutoCAD SHX Text Generator

AutoCAD SHX Text 2'x2' CB Rim=1682.08 Inv.=1681.00

AutoCAD SHX Text 2'x2' CB Rim=1682.74 Inv.=1679.79(SE) Inv.=1676.04

AutoCAD SHX Text 4" Perforated Galvanized Steel Pipe Rim=1695.62 Inv.=1693.22

AutoCAD SHX Text San. MH Rim=1682.46 Inv.=1680.21(NE) Inv.=1679.31(SE) Inv.=1676.21(NE) Inv.=1674.71(SE)

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S. First Street

Bradford Pear

Lane

SF SF

SFSF

CWS

CWR

SSA

LIMITS OF CONSTRUCTION

LIM

ITS

O F C

ONSTR

UCTIO

PROVIDE TEMPORARY

CONSTRUCTION FENCING SEE

DETAIL "4" ON SHEET CI502

PROVIDE TEMPORARY

CONSTRUCTION FENCING SEE

DETAIL "4" ON SHEET CI502

PROVIDE TEMPORARY

CONSTRUCTION FENCING SEE

DETAIL "4" ON SHEET CI502

VTC

CWA

CONSTRUCTION

ACCESS

25.00'

30.00'

20.00'

50.00'

CONSTRUCTION

ACCESS ONLY SIGN

PROVIDE TEMPORARY

CONSTRUCTION FENCING SEE

DETAIL "4" ON SHEET CI502

EXISTING FIRE HYDRANT AND

POST INDICATOR VALVE TO

REMAIN ACCESSIBLE DURING

CONSTRUCTION.IP

SEDIMENT CONTROL PLAN

SOUTH AREA - AREA A

CE101-S

GJVRID

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

Fi le

P at h

JAMES H.

QUILLEN VA

MEDICAL

CENTER

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

REPLACE UNDERGROUND

DIESEL STORAGE TANKS

MOUNTAIN HOME, TENNESSE

621-21-107

APPROVED: PROJECT DIRECTOR

05/18/2023REVISIONS: DATE:

BID DOCUMENTS

DWG. OF

BID DOCUMENTS 05/18/2023

0' 20'10'

SCALE: 1" = 10'

SHEET NOTES

1. ENSURE ALL SEDIMENT CONTROLS ARE IN PLACE PRIOR TO

EARTH DISTURBING ACTIVITIES.

2. MAINTAIN SEDIMENT CONTROL AT INDICATED LIMITS OF

CONSTRUCTION FOR PROJECT DURATION.

3. PROVIDE SILT FENCING AT LOCATIONS FOR UTILITY

CONNECTIONS.

4. SEE SHEET CI501 AND CI502 FOR SEDIMENT CONTROL DETAILS.

5. REMOVE AND RESEED/MULCH ALL STOCK PILES,

STORAGE/STAGING AREAS AND VEHICLE TRACKING CONTROL

PADS AT THE COMPLETION OF CONSTRUCTION.

6. MAINTAIN EROSION/SEDIMENT CONTROL MEASURES IN PLACE

UNTIL REMOVAL IS APPROVED BY GOVERNMENT.

7. A VEHICLE TRACKING CONTROL PAD AND/OR CONCRETE

WASHOUT AREA MAY BE REQUIRED, AT THE GOVERNMENT'S

DISCRETION.

8. SURVEY INFORMATION PROVIDED BY:

BERDING SURVEYING

741 MAIN STREET

MILFORD OHIO 45150

DATED: 09.16.2022

JOB NUMBER: 20202.4

9. CONTRACTOR TO PROVIDE A PHASING PLAN, TRAFFIC

CONTROL PLAN, BARRIERS, AND TEMPORARY CONSTRUCTION

FENCING PLANS TO SUBMIT TO COR FOR APPROVAL PRIOR TO

CONSTRUCTION.

10.TRENCH PLATE COVERINGS TO BE COORDINATED WITH COR,

ACCESS TO DELIVERY DOCKS MUST BE MAINTAINED VIA

SOUTH FIRST STREET OR BRADFORD PEAR LANE. ONE OF

THESE ACCESS POINTS WILL REMAIN OPEN AT ALL TIMES.

SYMBOL LEGEND

CONCRETE WASHOUT AREA (CWA)

FLOW DIRECTION

LIMITS OF CONSTRUCTION

SEDIMENT CONTROL BMP TAG

SEDIMENT CONTROL LOG

SEEDING AND MULCHING

SCL

EROSION CONTROL BMP LEGEND

LOC LIMITS OF CONSTRUCTION

CF CONSTRUCTION FENCE

RRC RRB FOR CULVERT PROTECTION

SF SILT FENCE

SSA STABILIZED STAGING AREA

VTC VEHICLE TRACKING CONTROL

CWA CONCRETE WASHOUT

SCL SEDIMENT CONTROL LOG

CS CURB SOCK

IP INLET PROTECTION

MATCHLINE SEE SHEET CES102

REV 1_06/27/2023_2nd Solicitation

AutoCAD SHX Text

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AutoCAD SHX Text Building 160 5 Story Brick

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AutoCAD SHX Text Building 161 1 Story Brick

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text SGI Rim=1673.48 Inv.=1665.21(N) Inv.=1662.98(NW)(SE)

AutoCAD SHX Text St. MH Rim=1674.87 Inv.=1662.41

AutoCAD SHX Text 2'x2' CB Rim=1675.43 Inv.=1666.89

AutoCAD SHX Text San. MH Rim=1668.64 Inv.=1663.69(SW) Inv.=1661.69

AutoCAD SHX Text 1.5'x3.0' CB Rim=1660.49 Inv.=1650.32

AutoCAD SHX Text 2'x2' CB Rim=1672.66 Inv.=1656.21

AutoCAD SHX Text 2'x2' CB Rim=1659.61 Inv.=1654.71

AutoCAD SHX Text 8" PVC (Above Ground)

AutoCAD SHX Text

FMH

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12" RCP

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15" RCP

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COM

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UST #15

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8" CW

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8" CW

EXISTING GRAVEL

EXISTING GRAVELLIM

ITS O

F C O

STR

U C

TIO

LIM

ITS O

F C O

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U C

TIO

EXISTING GRAVEL

PROVIDE TEMPORARY

CONSTRUCTION FENCING SEE

DETAIL "4" ON SHEET CI502

PROVIDE TEMPORARY

CONSTRUCTION FENCING SEE

DETAIL "4" ON SHEET CI502

PROVIDE TEMPORARY

CONSTRUCTION FENCING SEE

DETAIL "4" ON SHEET CI502

PROVIDE TEMPORARY

CONSTRUCTION ACCESS

SEDIMENT CONTROL PLAN

SOUTH AREA - AREA B

CE102-S

GJVRID

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

Fi le

P at h

JAMES H.

QUILLEN VA

MEDICAL

CENTER

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

REPLACE UNDERGROUND

DIESEL STORAGE TANKS

MOUNTAIN HOME, TENNESSE

621-21-107

APPROVED: PROJECT DIRECTOR

05/18/2023REVISIONS: DATE:

BID DOCUMENTS

DWG. OF

BID DOCUMENTS 05/18/2023

0' 20'10'

SCALE: 1" = 10'

SHEET NOTES

1. ENSURE ALL SEDIMENT CONTROLS ARE IN PLACE PRIOR TO

EARTH DISTURBING ACTIVITIES.

2. MAINTAIN SEDIMENT CONTROL AT INDICATED LIMITS OF

CONSTRUCTION FOR PROJECT DURATION.

3. PROVIDE SILT FENCING AT LOCATIONS FOR UTILITY

CONNECTIONS.

4. SEE SHEET CI501 AND CI502 FOR SEDIMENT CONTROL DETAILS.

5. REMOVE AND RESEED/MULCH ALL STOCK PILES,

STORAGE/STAGING AREAS AND VEHICLE TRACKING CONTROL

PADS AT THE COMPLETION OF CONSTRUCTION.

6. MAINTAIN EROSION/SEDIMENT CONTROL MEASURES IN PLACE

UNTIL REMOVAL IS APPROVED BY GOVERNMENT.

7. A VEHICLE TRACKING CONTROL PAD AND/OR CONCRETE

WASHOUT AREA MAY BE REQUIRED, AT THE GOVERNMENT'S

DISCRETION.

8. SURVEY INFORMATION PROVIDED BY:

BERDING SURVEYING

741 MAIN STREET

MILFORD OHIO 45150

DATED: 09.16.2022

JOB NUMBER: 20202.4

9. CONTRACTOR TO PROVIDE A PHASING PLAN, TRAFFIC

CONTROL PLAN, BARRIERS, AND TEMPORARY CONSTRUCTION

FENCING PLANS TO SUBMIT TO COR FOR APPROVAL PRIOR TO

CONSTRUCTION.

10.TRENCH PLATE COVERINGS TO BE COORDINATED WITH COR,

CONTRACTOR TO MAINTAIN ACCESS TO OXYGEN DELIVERY

AREA AT TIME OF DELIVERY.

SYMBOL LEGEND

CONCRETE WASHOUT AREA (CWA)

FLOW DIRECTION

LIMITS OF CONSTRUCTION

SEDIMENT CONTROL BMP TAG

SEDIMENT CONTROL LOG

SEEDING AND MULCHING

SCL

EROSION CONTROL BMP LEGEND

LOC LIMITS OF CONSTRUCTION

CF CONSTRUCTION FENCE

RRC RRB FOR CULVERT PROTECTION

SF SILT FENCE

SSA STABILIZED STAGING AREA

VTC VEHICLE TRACKING CONTROL

CWA CONCRETE WASHOUT

SCL SEDIMENT CONTROL LOG

CS CURB SOCK

IP INLET…

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 Oct 31, 2023.