B08_SF1442_Attachment 2_Drawings.pdf

PDF 32 MB Posted Aug 7, 2019

Attached to: SHEN 151064 Convert Community Water Systems from Springs to Well
Solicitation number: 140P2019R0080
Issued by: Department of the Interior National Park Service National Office

About this file

From the source

SF 1442 Attachment 2 Drawings Compressed File

View the file

Other files

File	Type	Posted
B08_SF1442_UPDATED_Attachment_10_Solit_PSP_Vol_II_PriceSched.xlsx	XLSX spreadsheet	Sep 17, 2019
B08_SF30_140P2019R0080_Amendment_0005.pdf	PDF	Sep 17, 2019
B08_SF30_140P2019R0080_Amendment_0004.pdf	PDF	Sep 11, 2019
B08_SF30_140P2019R0080_Amendment_0003.pdf	PDF	Sep 10, 2019
B08_SF1442_Attachment_1_Specifications-FINAL.pdf	PDF	Sep 10, 2019
B08_SF1442_Attachment_2_Drawings-FINAL.pdf	PDF	Sep 10, 2019
B08_SF1442_Attachment_13_Geotechnical_Report.pdf	PDF	Sep 10, 2019
B08_SF30_140P2019R0080_Amendment_0002.pdf	PDF	Sep 5, 2019
B08_SF1442_Attachment_3_Wage_Determination.pdf	PDF	Aug 20, 2019
B08_SF30_140P2019R0080_Amendment_0001.pdf	PDF	Aug 20, 2019
Site_Visit.docx	DOCX document	Aug 8, 2019
B08_SF1442_Attachment_1_Specifications.pdf	PDF	Aug 7, 2019
B08_SF1442_Attachment_9_Solit_PSP_Vol_II_HazMat.doc	DOC document	Aug 7, 2019
B08_SF1442_Attachment_12_SF24-16.pdf	PDF	Aug 7, 2019
B08_SF1442_Attachment_5_Solit_PSP_Vol_I_PastPerf_REQD.docx	DOCX document	Aug 7, 2019
B08_SF1442_Attachment_4_Solit_PSP_Cover.rtf	RTF text file	Aug 7, 2019
B08_SF1442_Attachment_2_Drawings.pdf	PDF	Aug 7, 2019
B08_SF1442_140P2019R0080.pdf	PDF	Aug 7, 2019
B08_SF1442_Attachment_11_Solit_PSP_Vol_II_SubKPlanForm_REQD.doc	DOC document	Aug 7, 2019
B08_SF1442_Attachment_10_Solit_PSP_Vol_II_PriceSched.xlsx	XLSX spreadsheet	Aug 7, 2019
B08_SF1442_Attachment_8_Solit_PSP_Vol_II_GenRefs.doc	DOC document	Aug 7, 2019
B08_SF1442_Attachment_3_Wage_Determination.pdf	PDF	Aug 7, 2019
B08_SF1442_Attachment_7_Solit_PSP_Vol_II_Equals.doc	DOC document	Aug 7, 2019
B08_SF1442_Attachment_6_Solit_PSP_Vol_I_ProjExp_REQD.docx	DOCX document	Aug 7, 2019

Show all 24

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.

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

41120A,B

150SHENANDOAH NATIONAL PARK

151064

MAY 17, 2019

TITLE OF SHEET

GENERAL

GENERAL LEGEND

AND NOTES

L. BENSON

I. KHAN

H. LUSK G04

Z H

U N

E R

P W

O R

K D

D E

C H

Z H

U N

E R

W G

E F S

X G

B O

R D

E R .D

SHOWN MAY BE USED ON THIS PROJECT.

THEREFORE, NOT ALL OF THE INFORMATION

THIS IS A STANDARD LEGEND SHEET.

GENERAL NOTE:

13402

SCALE

DRAWING TITLE

SECTION / DETAIL DESIGNATIONS

OR DETAIL IS TAKEN:

ON DRAWING WHERE SECTION

DESIGNATION

DETAIL (NUMERAL)

SECTION (LETTER) OR

ON SAME SHEET)

IF TAKEN AND SHOWN

(REPLACED WITH A LINE

DRAWING NUMBER

IS SHOWN:

ON DRAWING WHERE SECTION

DRAWING NUMBER(S)

WHERE TAKEN

IS SHOWN:

ON DRAWING WHERE DETAIL

WHERE TAKEN

DRAWING NUMBER(S)

REFERENCE (eg: ELEVATIONS)

TITLE IS REQUIRED WITH NO

ON DRAWING WHERE ONLY A

EXTENDS TO A FIXED LIMIT

IS ON THE SAME SHEET AND CUT

SECTION CALLOUT WHERE SECTION

EXTENDS THROUGHOUT ENTIRE SHEET

IS ON ANOTHER SHEET AND CUT

SECTION CALLOUT WHERE SECTION

MAGNETIC NORTH / TRUE NORTH ARROWS

KEYNOTE NUMBER

(NUMERAL)

DESIGNATION

DESIGN DETAIL

DETAIL DRAWING(S)

SHOWN ON DESIGN

DETAIL DESIGNATION IS NOT SHOWN

ALL DESIGN DETAILS ARE TYPICAL AND MUST BE USED IF DESIGN

NOTES:

DESIGN DETAIL DESIGNATION

00B-M-3

SECTION

SCALE

00B-S-3

DETAIL

SCALE

00B-M-3

J12-S-3

REVISION / ADDENDA NUMBER

GRID LINE INDICATOR

WHERE SHOWN

DRAWING NUMBER

SPECIFICALLY REFERENCED OR NOT.

ACCORDANCE WITH THE DESIGN DETAILS SHOWN WHETHER THE DETAILS ARE

ALL ASSOCIATED WORK SHALL BE IN

CHARACTER AND NATURE OF THE WORK REQUIRED THROUGHOUT THE PROJECT.

SYNONYMOUS WITH DESIGN DETAIL. THE DESIGN DETAILS REPRESENT THE

THE TERMS STANDARD DETAILS, TYPICAL DETAILS OR A FORMS OF IT, IS

N O

R T H

N A D

SUMMARY OF WORK

ABBREVIATIONS

ABDN

ACI

ACST

ADDL

AFD

AFF

AGGR

AHR

AISC

ALKY

ANDZ

APPROX

APVD

ARCH

ATS

AUTO

AUX

AVG

@ AT

AVERAGE

AUXILIARY

AUTOMATIC

AUTOMATIC TRANSFER SWITCH

ANALOG RELAY

ARCHITECTURAL

APPROVED

APPROXIMATE

ANODIZE

AUTO-MANUAL

ALTERNATE

ALKALINITY

ALUMINUM

AMERICAN INSTITUTE OF

ANCHOR

AGGREGATE

ABOVE FINISHED FLOOR

ADJUSTABLE FREQUENCY DRIVE

ADDITIONAL

ACOUSTICAL

AMERICAN CONCRETE INSTITUTE

ASPHALTIC CONCRETE

ABANDON

STEEL CONSTRUCTION

BELL

BALANCE

BUTTERFLY VALVE

BASELINE

BUILDING

BLOCK

BOTTOM

BEARING

BLACK STEEL PIPE

BVC

BSP

BRG

BLK

BLDG

BFV

BAL

DEGREE CELSIUS

CENTER TO CENTER

CAB CABINET

CC CONTROL CABLE

CCP CENTRAL CONTROL PANEL

CCS CENTRAL CONTROL SYSTEM

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CHEM CHEMICAL

CI CAST IRON

CIP

CISP CAST IRON SOIL PIPE

CJ CONSTRUCTION JOINT

CKT CIRCUIT

CENTERLINE

CLG CEILING

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

COL

CONC CONCRETE

CONDTN CONDITIONED

CONN CONNECTION

CONT

CONTR CONTRACTOR

COORD COORDINATE

COP COPPER

CP CENTER PIVOT

CP-X CONTROL PANEL NO. X

CPLG COUPLING

CPRSR COMPRESSOR

CPT

CPVC CHLORINATED PVC

CR CONTROL RELAY

CRS

CERAMIC TILE

CURRENT TRANSFORMER

CENTER

CENTERED

COUNTERSUNK

CUBIC

CUBIC FOOT

CUBIC INCH

CUBIC YARD

COPPER TUBING, HARD DRAWNCUH

CU IN

CU FT

CTSK

CTR

CWR

CV CHECK VALVE

CABINET DOOR MOUNTED

WASTE RECEPTACLE

D d PENNY NAIL SIZE

DAS DATA ACQUISTION SYSTEM

DBA DEFORMED BAR ANCHOR

DBL DOUBLE

DC DIRECT CURRENT

DEG DEGREE

DET DETAIL

DDI DROP INLET

DI DUCTILE IRON

DIA DIAMETER

DIAG DIAGONAL

DIP DUCTILE IRON PIPE

DIR DIRECTION

DO DISSOLVED OXYGEN

DOL DIRECT-ON-LINE

DS DOWNSPOUT

DWG DRAWING

DOWN

DELTA

EE EMERGENCY EYEWASH

ELEVATION

ELB ELBOW

ELC ELECTRICAL LOAD CENTER

ELEC ELECTRIC, ELECTRICAL

ENGR ENGINEER

BFP BACKFLOW PREVENTER

CMP

DISCH DISCHARGE

ALTN

BOT

BEGINNING OF VERTICAL CURVE

C TO C

EFFLUENTEFL

ACMU

ACOUSTICAL METAL ROOF DECKINGAMRD

AREA DRAIN

COLUMN, COLOR

CENTRAL MONITORING PANEL

DISTRIBUTION PANEL

CE CONSTRUCTION ENTRANCE

CIP CULVERT INLET PROTECTION

CRS COLD ROLLED STEEL

CONSTRUCTION ROAD STABILIZATION

ACP ACOUSTICAL PANELS

AMMETER, AMPERES, AWNINGS

ALTERNATING CURRENTAC

ACOUSTICAL, ACOUSTICAL CEILING

ACFL ACCESS FLOORING

ACOUSTICAL CONCRETE MASONRY

UNIT, ACOUSTICAL CMU

ACT ACOUSTICAL TILE

AJ ADJUSTABLE

AS SELECTEDAS

BRK BRICK

BALL VALVE, BLOCK VENT

CONTROL POWER TRANFORMER, CARPET

CONDUIT, CASEMENT

COUNTERCNTR

CONSTR CONSTRUCTION

DOUBLE HUNGDH

DR DOOR

CY, CU YD

EMPTY BED CONTACT TIME

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

ACOUSTICAL, ACOUSTICAL GLASS

DA DUAL ACTION

EB, EBCT

ANCHOR BOLT, ABOVE

ADJ ADJACENT

ABOVE FINISHED GRADEAFG

BO BOTTOM OF

BRKR BREAKER

B.O.B. BOTTOM OF BEAM

BOD

BOTTOM OF PIPEBOP

CTC COMPUTER TERMINAL CABINET

CLEANOUT, CARBON MONOXIDE

CONTINUED, CONTINUOUS, CONTINUATION

COND CONDENSATE

DP, DPNL

DEEP, DRAIN

EACH, EXHAUST AIR

ECC ECCENTRIC

EACH FACE, EXHAUST FAN

EFFICIENCY, EFFICIENTEFF

BETWEENBETW

BEAM, BENCHMARK

CHKD CHECKERED

CTRD

DWL DOWEL

CAST IRON PIPE, CAST IN PLACE

CDF CONTROLLED DENSITY FILL

CATCH BASIN, CIRCUIT BREAKER

DOUGLAS FIR, DRINKING FOUNTAIN

EAST, EMPTY

EXPLOSION PROOF, EDGE OF PAVING

BOTTOM OF DUCT

EOP EDGE OF PAVEMENT

CLDI CEMENT LINED DUCTILE IRON

ADW DRY WEATHER AVERAGE

AWW WET WEATHER AVERAGE

CLR CLEAR, CLEARANCE

BLIND FLANGE, BOTTOM FACE

CC CENTER OF CIRCLE

CWS CLEAN WATER SERVICES

ESC EROSION AND SEDIMENT CONTROL

CLSF CONTROLLED LOW STRENGTH FILL

°C

EDF EGG-SHAPED DIGESTER FACILITY

CLSM CONTROLLED LOW STRENGTH MATERIAL

SEE SHEETS G07 AND G08.

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

41120A,B

150SHENANDOAH NATIONAL PARK

151064

MAY 17, 2019

TITLE OF SHEET

GENERAL

ABBREVIATIONS

L. BENSON

I. KHAN

H. LUSK G05

U N

P W

O R

K D

D E

C H

Z H

U N

E R

E F S

X G

B O

R D

E R .D

ABBREVIATIONS CONT.

EQL SP EQUALLY SPACED

ETM

EQUIPMENT

EVC

ELAPSED TIME METER

END OF VERTICAL CURVE

EXH

EACH WAY

EXP

EXHAUST

EXP AB

EXP JT

EXPANSION ANCHOR BOLT

EXT EXTERIOR

EXISTING

EXPANSION JOINT

FUSEF, FU

FLEXIBLE CONDUITFC

FLANGED COUPLING ADAPTERFCA

FREE CHLORINE RESIDUALFCL2

FLOOR CLEANOUTFCO

FACTORYFCTY

FLOOR DRAINFD

FOUNDATIONFDN

FEEDERFDR

FEXT

FINISHED FLOORFF

FIGUREFIG

FLOW LINEFL

FLANGEFLG

FLOOR

FLEXIBLEFLEX

FLAT HEADFLH

FILTERFLTR

FLUORESCENTFLUOR

FINISHFNSH

FIELD PANELFP

FORWARD REVERSEFR

FIBERGLASS REINFORCED PLASTICFRP

FOLDING SHOWER SEATFSHS

FOOT OR FEETFT

FVNR

FTG FOOTING

FIXTURE UNIT

FULL VOLTAGE NON-REVERSING

FWD FORWARD

FVR FULL VOLTAGE REVERSING

GROUND

GA GAUGE

GAL GALLON

GALV GALVANIZED

GC GROOVED COUPLING

GFI GROUND FAULT INTERRUPTER

GFR GROUND FAULT RELAY

GL GLASS

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GRTG GRATING

GSP GALVANIZED STEEL PIPE

GV GATE VALVE

GRAVEL

GWB

HEADED ANCHOR STUD

HDR HEADER

HDW HARDWARE

HGL HYDRAULIC GRADE LINE

HDNS HARDNESS

EQPT

G, GND

GVL

FIRE EXTINGUISHER

F DEGREE FAHRENHEIT

GLAZED CONCRETE

MASONRY UNITS

GCMU

HCL HYDROCHLORIC ACID

EWC ELECTRIC WATER COOLER

FHY FIRE HYDRANT

FH FLAT HEAD

GB GYPSUM BOARD

GYP GYPSUM

ESC

EXPANSION, EXPOSED

FIXED

FINISH GRADE, FLOAT GLASS

F, FX

GH GREENHOUSE

GSB GYPSUM SOFFIT BOARD

HOLLOW CORE WOOD

HARDENERHDNR

FAP FIRE ALARM PANEL

FOB

FOT

FLAT ON BOTTOM

FLAT ON TOP

FPM FEET PER MINUTE

HIGH, HORN OR HOWLER

H2S HYDROGEN SULFIDE

GPS GLOBAL POSITION SYSTEM

GYPSUM WALLBOARD

H.A.S.

HGT HEIGHT

HH HANDHOLE

HID HIGH INTENSITY DISCHARGE

HK HOOK

HM HOLLOW METAL

HOA HAND-OFF-AUTO

HOR HAND-OFF-REMOTE

HORIZ HORIZONTAL

HP HORSEPOWER

HV HOSE VALVE

HVAC HEATING, VENTILATING AND

AIR CONDITIONING

HWL HIGH WATER LEVEL

IC INTERRUPTING CAPACITY

IE INVERT ELEVATION

INSIDE FACE

IN INCH

INCAND INCANDESCENT

INJS INJECTIONS

INST INSTANTANEOUS

INSTM

INSUL INSULATION

INVT INVERT

IRRIG IRRIGATION

ITG

IW IRRIGATION WELL

JUNCTION BOX

JAN JANITOR

JCT JUNCTION

JT JOINT

KIP THOUSAND POUNDS

KIT KITCHEN

KSK KITCHEN SINK

KV KILOVOLTS

KVA KILOVOLT AMPERES

KVAR KILOVOLT AMPERES REACTIVE

KW KILOWATT

INSTRUMENT, INSTRUMENTATION

INFL INFLUENT

INSULATED TEMPERED GLASS

INTAKE UNIT

HIGH POINTHPT

HK HOOK

INSULATING, INSULATING GLASS

JALOUSIE

JAL-AWNING

KEY GROUP, KEY INTERLOCK

K-PL KICKPLATE

ITX ISOLATION TRANSFORMER

INLET PROTECTION, INSTRUMENTATION PANEL

INDUCED DRAFT, INSIDE DIAMETER

HOSE RACK, HANDRAIL

I.F.

FB FLAT BAR

HPU HYDRAULIC POWER UNIT

EQUALEQL

EROSION AND SEDIMENT CONTROL

EXST, EXIST

GFA GROOVED FLANGE ADAPTER

MASONRYMAS

MATERIALMATL

MAXIMUMMAX

MACHINE BOLTMB

MODULATE-CLOSEMC

MOTOR CONTROL CENTERMCC

MC MASONRY CLEARANCE

L ANGLE, LENGTH

LIGHTNING ARRESTERLA

LABORATORYLAB

LAMINATELAM

LATITUDELAT

POUNDLB

LIGHTING CONTACTORLC

LINEAR FEETLF

LONGLG

LONG LEG HORIZONTALLLH

LONG LEG VERTICALLLV

LONGITUDINALLONG

LOCK-OUT STOP PUSHBUTTONLOS

LATCHING RELAYLR

LOCAL-REMOTELR

LONG RADIUSLR

LABORATORY SINKLS

LIGHTS OR LIGHTING

LWL LOW WATER LEVEL

MANUAL-AUTOMA

LEFT HAND

LEFT HAND REVERSE

LHR

LOW POINTLPT

LD COMBINATION LOUVER/DAMPER

LTG, LTS

LEL LOWER EXPLOSIVE LIMIT

LTX LIGHTING TRANSFORMER

LDG LOADING DOCK

LT LEFT

LNTL LINTEL

LIGHT POLE, LIGHTING PANEL, LOCAL PANEL

MCJ MASONRY CONTROL JOINT

POUNDS PER CUBIC FOOT

MECHANICALMECH

MANUFACTUREDMFD

MANUFACTURERMFR

MILLION GALLONS PER DAYMGD

MINIMUMMIN

MISCELLANEOUSMISC

MECHANICAL JOINTMJ

MAIN LUGS ONLYMLO

WET WEATHER MAXIMUM MONTHMMWW

MULTIPURPOSE UNITMPU

MOUNTEDMTD

MILL TYPE STEEL PIPEMTS

MERCURY VAPORMV

MANUAL TRANSFER SWITCHMTS

MWS MAXIMUM WATER SURFACE

NOT APPLICABLE

NORMALLY CLOSED

NORMALLY OPEN

NEUTRAL

NA NON-AUTOMATIC

NGVD NATIONAL GEODETIC VERTICAL DATUM

NIC NOT IN CONTRACT

NUMBER

NP NON-PROTECTED

NPT NATIONAL PIPE THREADS

NS NON-SHRINK

NTS NOT TO SCALE

ON CENTEROC

OPEN-CLOSE (O)OC

OPEN-CLOSE-AUTOOCA

OPEN-CLOSE-REMOTEOCR

OUTSIDE FACE

OVERLOAD RELAYOL

ON-OFFOO

ON-OFF-AUTOOOA

ON-OFF-REMOTEOOR

OPERATOROPER

OPENINGOPNG

OPEN-STOP-CLOSEOSC

OPEN SITE DRAINOSD

OUNCEOZ

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE FOOTPSF

PROPERTYPROP

PROJECTIONPROJ

PERMANENT REFERENCED MARKERPRM

PRIMARYPRI

PRESSUREPRES

PREFABRICATIONPREFAB

PRECASTPRCST

POLYPROPYLENE LINEDPPL

POWER POLE

PNL PANEL

PLYWOOD

PLC PROGRAMMABLE LOGIC CONTROLLER

PLAS

PL PROPERTY LINE

PL PLATE (STEEL)

PJF PREMOULDED JOINT FILLER

PI POINT OF INTERSECTION

HYDROGEN ION CONCENTRATIONpH

PEDESTAL, PEDESTRIANPED

PLAIN ENDPE

PUSHBUTTON SWITCHPB

PILASTER, PIPEP

PEP POLYETHYLENE PIPE

PSIG

POINT OF TANGENCYPT

POTENTIAL TRANSFORMERPT

PRESSURE TREATEDPT

PAPER TOWEL DISPENSERPTD

PLUG VALVEPV

POLYVINYL CHLORIDEPVC

POINT OF VERTICAL INTERSECTIONPVI

PAVEMENTPVMT

POINT OF VERTICAL TANGENCYPVT

RC REINFORCED CONCRETE

RCP REINFORCED CONCRETE PIPE

RCPT RECEPTACLE

RDCR REDUCER

REF REFER OR REFERENCE

METAL PANELMP

NEUT

PFC

PC PRECAST CONCRETE PANEL

PRECAST CONCRETE CYLINDER PIPEPCCP

OPP OPPOSITE

PAIRPR

POUNDS PER SQUARE INCH, GAUGE

RDW REDWOOD

RECIR RECIRCULATION

NORTH, NEUTRAL

MSC MANUFACTURER SUPPLIED CABLE

MSR GROUPED MOTOR CONTROL

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED

OFOI OWNER FURNISHED, OWNER INSTALLED

OWSJ OPEN WEB STEEL JOIST

PHASE

N.O.

PLAM PLASTIC LAMINATE

PS PAINT SYSTEM

MU MULCHING

MDO MEDIUM DENSITY OVERLAY

MANUAL OPERABLE, MASONRY OPENING

MS MANUFACTURER'S STANDARD

OPAQUE PANEL, OUTLET PROTECTION

P PROJECTED

PAVT PAVER TILE

PH PENTHOUSE

PLASTER, PLASTIC

P-P PUSH-PULL

PLASTIC SHEET, POLYCARBONATE SHEET

PARTITIONPTN

QAA

QMM

QPI

QPP

QUARRY TILE

AVERAGE FLOW

MAXIMUM 30 DAY FLOW

PEAK INSTANTANEOUS FLOW

PEAK PUMPING FLOW

MANHOLE, MOUNTING HEIGHT

MT MOUNT

OUTSIDE DIAMETER, OVERFLOW DRAIN

O2 OXYGEN

OSA OUTSIDE AIR

PEN. PENETRATION

PIT PILOT TUBE TEST STATION

RADIUSR OR RAD

RA RETURN AIR

PCV PRESSURE CONTROL VALVE

MOUNTINGMTG

NO.,#

O.F.

NOM NOMINAL

RISERR

OVERALL, ODOROUS AIR

PLYWD

REFR REFRIGERATE, REFRIGERANT

REINF REINFORCED, REINFORCING, REINFORCE

REQD REQUIRED

RH RIGHT HAND

RH RODHOLE

RHR RIGHT HAND REVERSE

RL RAIN LEADER

RLS RUBBER LINED STEEL

RM ROOM

ROL RAISE-OFF-LOWER

RPM REVOLUTIONS PER MINUTE

ROUGH OPENINGRO

RR RIPRAP

RESILIENTRESIL

RFS ROLL-UP FIRE SHUTTER

POINT OF CURVE, PHOTOCELL

ROAD, ROOF DRAIN

PRC POINT OF REVERSE CURVE

NG NATURAL GAS

MMDW DRY WEATHER MAXIMUM MONTH

MECHANICAL MOUNTING PANELMMP

O TO O OUT TO OUT

CONTACT ENGINEER FOR ABBREVIATIONS USED

BUT NOT SHOWN ON THIS DRAWING.

RS RIGID STEEL

RST REINFORCING STEEL

RTN RETURN

RUB

S I-BEAM

SUSPENDED ACOUSTICAL TILE CEILINGSATC

SOLID CORESCC

STANDARD CUBIC FEED PER MINUTESCFM

SCHEDULE

SPEED CONTROL UNITSCU

SIDEWALKSDWK

SECONDARYSEC

SECTIONSECT

SEDIMENTATIONSED

SEWAGESEW

SUSPENDED GYPSUM WALL BOARDSGWB

SHEET

SURFACE HARDENING AGENTSHA

SOLIDS HANDLING SYSTEMSHS

SIMILARSIM

SOLUTIONSOLN

SPECIFICATIONSSPEC, SPECS

SUPPLYSPLY

SQUARESQ

SQUARE FOOT, FEETSQ FT

SQUARE INCHSQ IN

SHORT RADIUSSR

START-STOPSS

STAINLESS STEEL

STA

STANDARDSTD

STIFFENERSTIF

STIRRUPSTIRR

STEELSTL

STRUCTURALSTRL

STRUCTURESTRUCT

SUSPENDEDSUSP

SOLENOID VALVESV

SYMMETRICALSYMM

T THERMOSTAT, TREAD

TOP AND BOTTOMT&B

TONGUE AND GROOVET&G

TANGENTTAN

TERMINAL BOARDTB

TUBINGTBG

TIME CLOSE AFTER ENERGIZATIONTCAE

TOTAL DYNAMIC HEADTDH

TIME DELAY RELAYTDR

TECHNICALTECH

TELEPHONETEL

TEMP

TOP FACETF

TEMPERED FLOAT GLASSTFG

THD THREAD

THK THICKNESS

THRU THROUGH

TJB TERMINAL JUNCTION BOX

TL TEFLON LINED PIPE

TIME OPEN AFTER ENERGIZATIONTOAE

TURNING POINTTP

TRANS

TRANSVERSETRANSV

TREADTRD

TTD

TREATMENT UNIT NO. XTU-X

TURBIDITYTURB

TYPICALTYP

UON UNLESS OTHERWISE NOTED

UNDER VOLTAGE RELAYUVR

V VOLTMETER, VOLTS

VB VAPOR BARRIER (RETARDER)

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

VIB VIBRATION

VPC POINT OF VERTICAL CURVATURE

VTR VENT THRU ROOF

WITHW/

WATTHOUR METERWH

WATTHOUR DEMAND METERWHD

WASTE RECEPTACLEWR

SK SINK

SSC SUPERVISORY SET POINT CONTROL

VHC VOLATILE HYDROCARBONS

TIME CLOSE AFTER DE-ENERGIZATIONTCAD

TOF

SST

TOD

TOP OF FOOTING

SUBFLOORSUBFL

TOILET TISSUE DISPENSER

WEATHERSTRIPWEASTRIP

VPI

POINT OF VERTICAL TANGENT

POINT OF VERTICAL INTERSECTION

VPT

USB UNIT SUBSTATION

UNO UNLESS NOTED OTHERWISE

TX TRANSFORMER

TOC TOP OF CONCRETE

SWBD

SWGR

SWITCHBOARD

T.O.

SB SEDIMENT BASIN

TIME TO CLOSETC

TURBIDITY CURTAIN

TOS TOP OF SLAB

RRUB RADIAL RUBBER

RUBC

RUBS

R/W RIGHT OF WAY

RUBBER ESD CONTROL FLOORING

RUBBER CUSHIONED FLOORING

RUBBER

SHOWER CURTAIN, SOLID CORE WOOD

LAMINATED SAFETY GLASS, SAFETY

SLR SEALER

SMLS SEAMLESS EPOXY

SOI SPRAY- ON INSULATION

SHEET VINYLSVIN

TG TEMPERED

TH TOP-HINGED

TRANSOM, TRUSS

TSHT THRESHOLD

TWP TRANSLUCENT WALL PANEL

TOP OF WALLTOW

TST TOP OF STEEL

VCT VINYL COMPOSITION TILE

VIN VINYL

VINYL TILE

VP VERTICAL PIVOTED

VPS VENEER PLASTER SYSTEM

VINT, VT

VERTICAL SLIDE

VWC VINYL WALL COVERING

WIRE, WIRE GLASS

WRB WATER RESISTANT GWB

RTO REGENERATIVE THERMAL OXIDIZER

WATERPROOF, WEATHERPROOF, WORKPOINT

SLOPE, SOUTH, SWITCH

SUPPLY AIR

SDP SUB-DISTRIBUTION PANEL

SWITCHGEAR

TTC TELEPHONE TERMINAL CABINET

TA TRANSFER AIR

TEMPORARY, TEMPERATURE

TIME ON DELAY, TOP OF DUCT

TOTAL OXYGEN DEMAND

TRANSFORMER, TRANSITION

UPS UNINTERRUPTIBLE POWER SUPPLY

VEL VELOCITY

TSS TOTAL SUSPENSION SOLIDS

SCHED

SPG SPACING

TOG

TIME TO OPEN, TOP OF

TEMPORARY SEEDING, TUBE STEEL

VENT, VALVE

WATER SURFACE, WATERSTOP, WELDED STEEL

RT RIGHT

T.O.P. TOP OF PARAPET

SPD SUMP PUMP DISCHARGE

WWF

WET WEATHER PEAK HOURWWPH

WELDED WIRE FABRIC

TOC TOP OF CURB

TOP OF GROUT, TOP OF GRATE

STATUS, STATION

W WEST

VIF VERIFY IN FIELD

WC WATER COLUMN

STRAIGHTST

STORM DRAIN

SCADA SUPERVISORY CONTROL AND DATA ACQUISITION

SPANDREL PANEL, STORMPROOF

SPACE OR SPACES,

NOTES:

TOP OF DUCT BANKTPD

VADEQ

SNP

NPS

PROJECT-SPECIFIC ABBREVIATIONS:

VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY

SHENANDOAH NATIONAL PARK

NATIONAL PARK SERVICE

SKYLAND

CONTRACTING OFFICER

BIG MEADOWS

Skyland WWTP

U E

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

GRAVEL ROAD

AutoCAD SHX Text

GRAVEL ROAD

AutoCAD SHX Text

STONE WALL

AutoCAD SHX Text

STONE WALL BACK OF WALL BURIED

AutoCAD SHX Text

PAVED ROAD

AutoCAD SHX Text

PAVED AREA

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

PAVED ROAD

AutoCAD SHX Text

PAVED ROAD

AutoCAD SHX Text

PAVED ROAD

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

PAVED ROAD

AutoCAD SHX Text

DORM

AutoCAD SHX Text

WOOD SHED

AutoCAD SHX Text

PAVED ROAD

AutoCAD SHX Text

GRAVEL PATH

AutoCAD SHX Text

STONE WALL

AutoCAD SHX Text

PAVED ROAD WITH PAINT STRIPING

AutoCAD SHX Text 3'x2' RESERVOIR ACCESS HATCH

AutoCAD SHX Text 3'x3' RESERVOIR ACCESS HATCH

AutoCAD SHX Text

APPALACHIAN TRAIL

AutoCAD SHX Text

GRAVEL ROAD

AutoCAD SHX Text

GRAVEL ROAD

AutoCAD SHX Text

TANK

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

GRAVEL PATH

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GRAVEL PATH

AutoCAD SHX Text

WELL SL-G

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

PAVED ROAD WITH PAINT STRIPING

AutoCAD SHX Text

PAVED ROAD WITH PAINT STRIPING

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

BOREHOLE 1 3689.22

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

BOREHOLE 2 3685.26

AutoCAD SHX Text

BOREHOLE 3 3681.78

AutoCAD SHX Text

BOREHOLE 4 3682.25

AutoCAD SHX Text

BOREHOLE 10 3730.54

AutoCAD SHX Text

BOREHOLE 11 3761.42

AutoCAD SHX Text

BOREHOLE 12 3775.92

AutoCAD SHX Text

APPALACHIAN TRAIL

AutoCAD SHX Text

BOREHOLE 9 3706.92

AutoCAD SHX Text

BOREHOLE 7 3691.01

AutoCAD SHX Text

BOREHOLE 5 3682.53

AutoCAD SHX Text W

AutoCAD SHX Text

4 RISERS

AutoCAD SHX Text

SKYLAND UPPER LOOP WITH PAINT STRIPING

AutoCAD SHX Text

PAVED ROAD WITH PAINT STRIPING

AutoCAD SHX Text

PAVED ROAD WITH PAINT STRIPING

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

ROCK OUTCROP

AutoCAD SHX Text

ROCK OUTCROP

AutoCAD SHX Text

ROCK OUTCROP

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ROCK OUTCROP

AutoCAD SHX Text

ROCK OUTCROP

AutoCAD SHX Text

BOULDERS

AutoCAD SHX Text

BOULDERS

AutoCAD SHX Text

BOULDERS

AutoCAD SHX Text

BOULDERS

AutoCAD SHX Text

BOULDER

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

BOULDER

AutoCAD SHX Text

BOULDER

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

BOULDER

AutoCAD SHX Text

BOULDERS

AutoCAD SHX Text

2 STORY BUILDING

AutoCAD SHX Text

BOULDER

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

BOULDER

AutoCAD SHX Text

BOULDER

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

TRASH CAN

AutoCAD SHX Text

PARKING LOT

AutoCAD SHX Text

PARKING LOT

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

BOULDER

AutoCAD SHX Text

BOULDERS

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

ROCKS

AutoCAD SHX Text

UNDERGROUND RESERVOIR TANK

AutoCAD SHX Text

SKYLAND SITE PLAN

AutoCAD SHX Text

PROJECT SCOPE DETAILS

AutoCAD SHX Text

L BENSON

AutoCAD SHX Text

I KHAN

AutoCAD SHX Text

H LUSK

AutoCAD SHX Text G06

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

AutoCAD SHX Text 41120A,B

AutoCAD SHX Text

SHENANDOAH NATIONAL PARK

AutoCAD SHX Text 151064

AutoCAD SHX Text

MAY 17, 2019

AutoCAD SHX Text XREFS: ..\d0181813\XG-Border.dwg|XS-Existing Conditions.dwg|XS-Existing Survey_Skyland.dwg|XS-Proposed Conditions.dwg|T:\Survey\CVL\Proposals\2018\Shenandoah National Park - Big Meadow-Skyland Survey-Geotech\survey limits\Survey & Geotech locations overlay master.dwg|

AutoCAD SHX Text 5/15/19 06:24 IKHAN1 R21 C:\PW_WORKDIR\DEN003\CH2MHILL_IKHAN1\D0181815\G077_679954.DWG

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text 1" = 300'

AutoCAD SHX Text

SKYLAND SITE PLAN

AutoCAD SHX Text

PROJECT SCOPE DETAILS

AutoCAD SHX Text

L BENSON

AutoCAD SHX Text

I KHAN

AutoCAD SHX Text

H LUSK

AutoCAD SHX Text G06

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

REHABILITATE EXISTING SKYLAND WELL 6

AutoCAD SHX Text

1. CONSTRUCT NEW SKYLAND CENTRALIZED TREATMENT FOR GROUNDWATER FROM SKYLAND WELLS 2, 6, AND G. CONSTRUCT NEW SKYLAND CENTRALIZED TREATMENT FOR GROUNDWATER FROM SKYLAND WELLS 2, 6, AND G. CONSTRUCT NEW SKYLAND CENTRALIZED TREATMENT BUILDING. CONNECT PRIMARY ELECTRICAL SUPPLY FROM OVERHEAD ELECTRIC VIA BURIED CONDUITS/WIRING IN EXISTING WATER UTILITY CORRIDOR. 2. INSTALL SKYLAND WELL G EQUIPMENT FOR THE EXISTING SKYLAND WELL G CASING, INCLUDING NEW WELL G INSTALL SKYLAND WELL G EQUIPMENT FOR THE EXISTING SKYLAND WELL G CASING, INCLUDING NEW WELL G PUMP, DROP PIPE, ASSOCIATED EQUIPMENT, ELECTRICAL WIRING, AND CONTROLS. 3. FURNISH AND INSTALL PIPE TO CONNECT SKYLAND WELL G TO THE EXISTING GROUNDWATER PIPING SYSTEM. FURNISH AND INSTALL PIPE TO CONNECT SKYLAND WELL G TO THE EXISTING GROUNDWATER PIPING SYSTEM. CONNECT THE GROUNDWATER SYSTEM TO THE SKYLAND CENTRALIZED TREATMENT BUILDING THEN TO THE SKYLAND RESERVOIRS, USING THE ALLOWED CONSTRUCTION METHODS. CONNECT SECONDARY ELECTRICAL SUPPLY TO SKYLAND WELL G FROM SKYLAND CENTRALIZED TREATMENT BUILDING VIA BURIED CONDUITS/WIRING. 4. REHABILITATE SKYLAND WELLS 2 AND 6 AND INSTALL NEW ELECTRICAL AND CONTROLS. CONNECT CONTROLS REHABILITATE SKYLAND WELLS 2 AND 6 AND INSTALL NEW ELECTRICAL AND CONTROLS. CONNECT CONTROLS FOR SKYLAND WELL 2 AND 6 TO SKYLAND CENTRALIZED TREATMENT BUILDING USING EXISTING CONDUIT OUTSIDE OF PROJECT AREA. INSTALL NEW CONDUIT IN PROJECT AREA TO SKYLAND CENTRALIZED TREATMENT BUILDING AS SHOWN ON DRAWINGS. 5. DEMOLISH EXISTING, SKYLAND WELL 1 TREATMENT BUILDING. REHABILITATE SKYLAND WELL 1 AND INSTALL NEW DEMOLISH EXISTING, SKYLAND WELL 1 TREATMENT BUILDING. REHABILITATE SKYLAND WELL 1 AND INSTALL NEW ELECTRICAL AND CONTROLS. CONNECT PRIMARY ELECTRICAL SUPPLY FROM OVERHEAD ELECTRIC VIA BURIED CONDUITS/WIRING. 6. FURNISH AND INSTALL ALL COMMUNICATIONS SYSTEMS, INSTRUMENTATION AND CONTROL EQUIPMENT, FURNISH AND INSTALL ALL COMMUNICATIONS SYSTEMS, INSTRUMENTATION AND CONTROL EQUIPMENT, INSTRUMENTATION AND CONTROL WIRING, AND CONDUITS IN THE SKYLAND PROJECT AREA VIA WIRELESS AND HARDWIRED SYSTEMS. SUPPLY AND INSTALL NEW LEVEL INSTRUMENTS AT 3 RESERVOIRS, PLC PROGRAMMING, AND CONTROL SYSTEM COMMISSIONING IN SKYLAND. 7. INSTALL EMERGENCY GENERATOR AT SKYLAND CENTRALIZED TREATMENT BUILDING INCLUDING AUTOMATED INSTALL EMERGENCY GENERATOR AT SKYLAND CENTRALIZED TREATMENT BUILDING INCLUDING AUTOMATED TRANSFER SWITCH, GRADING, AND ASSOCIATED ELECTRICAL WORK. 8. PERFORM STRUCTURAL CONDITION ASSESSMENT OF 2 BURIED RESERVOIRS AND 1 ABOVEGROUND STEEL PERFORM STRUCTURAL CONDITION ASSESSMENT OF 2 BURIED RESERVOIRS AND 1 ABOVEGROUND STEEL RESERVOIR AT SKYLAND AND COMPLETE ASSOCIATED REHABILITATION WORK AND INSTALL NEW ACCESS LADDERS (CLIN 000C; OPTIONAL ITEM).

AutoCAD SHX Text

PROJECT SCOPE DETAILS

AutoCAD SHX Text

SKYLINE DRIVE

AutoCAD SHX Text

UPPER SKYLAND LOOP

AutoCAD SHX Text

LOWER SKYLAND LOOP

AutoCAD SHX Text

REHABILITATE EXISTING SKYLAND WELL 2

AutoCAD SHX Text

EXISTING SKYLAND RESERVOIRS

AutoCAD SHX Text

CONSTRUCT SKYLAND CENTRALIZED TREATMENT BUILDING

AutoCAD SHX Text

DEVELOP SKYLAND WELL G (WELL CASING EXISTING)

AutoCAD SHX Text

REHABILITATE EXISTING SKYLAND WELL 1

AutoCAD SHX Text

CONSTRUCT SKYLAND WELL 1 TREATMENT BUILDING

AutoCAD SHX Text

APPALACHIAN TRAIL

AutoCAD SHX Text

FOR DEMOLITION SEE DWG GX3

AutoCAD SHX Text

FOR DEMOLITION SEE DWG GX3

AutoCAD SHX Text

5 PARKING SPACES AVAILABLE FOR CONTRACTOR STAGING

AutoCAD SHX Text

10' BY 40' IN PARKING LOT AVAILABLE FOR CONTRACTOR STAGING

AutoCAD SHX Text

3 PARKING SPACES AVAILABLE FOR CONTRACTOR STAGING

AutoCAD SHX Text A. STAGING AREAS ARE AVAILABLE FOR CONTRACTOR USE AS SHOWN. THE FOLLOWING SPACES ARE AVAILABLE: 3 STAGING AREAS ARE AVAILABLE FOR CONTRACTOR USE AS SHOWN. THE FOLLOWING SPACES ARE AVAILABLE: 3 PARKING SPACES IN THE STONY MAN PARKING LOT; 5 PARKING SPACES IN THE SKYLAND DINING HALL PARKING LOT; AND 40' BY 10' NEAR THE FRANKLIN CABIN. B. LIMITS OF DISTURBANCE, CONSTRUCTION ENTRANCES, AND WORK AREAS ARE SHOWN ON CIVIL EROSION & LIMITS OF DISTURBANCE, CONSTRUCTION ENTRANCES, AND WORK AREAS ARE SHOWN ON CIVIL EROSION & SEDIMENT CONTROL DRAWINGS C34 THROUGH C43.

AutoCAD SHX Text

FRANKLIN CABIN

AutoCAD SHX Text

CONTRACTOR LIMITS DETAILS

U E

''W

4''W

AutoCAD SHX Text W

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

AutoCAD SHX Text 41120A,B

AutoCAD SHX Text

SHENANDOAH NATIONAL PARK

AutoCAD SHX Text 151064

AutoCAD SHX Text

MAY 17, 2019

AutoCAD SHX Text 5/15/19 06:24 IKHAN1 R21 C:\PW_WORKDIR\DEN003\CH2MHILL_IKHAN1\D0181815\G088_679954.DWG XREFS: ..\D0181813\XG-BORDER.DWG; ..\D0181813\XS-EXISTING CONDITIONS.DWG; ..\D0181813\XS-PROPOSED CONDITIONS.DWG;

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text 1" = 400'

AutoCAD SHX Text

BIG MEADOWS SITE PLAN

AutoCAD SHX Text

PROJECT SCOPE DETAILS

AutoCAD SHX Text

L BENSON

AutoCAD SHX Text

H LUSK

AutoCAD SHX Text G07

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

REHABILITATE EXISTING BIG MEADOWS WELL 14

AutoCAD SHX Text

REHABILITATE EXISTING BIG MEADOWS WELL 9

AutoCAD SHX Text

REHABILITATE EXISTING BIG MEADOWS WELL 16

AutoCAD SHX Text

CONSTRUCT BIG MEADOWS CENTRALIZED TREATMENT BUILDING

AutoCAD SHX Text

DEVELOP BIG MEADOWS WELL 17 (WELL CASING EXISTING)

AutoCAD SHX Text

1. PROVIDE BIG MEADOWS CENTRALIZED TREATMENT FOR GROUNDWATER FROM BIG MEADOWS WELL 9, 14, 16, PROVIDE BIG MEADOWS CENTRALIZED TREATMENT FOR GROUNDWATER FROM BIG MEADOWS WELL 9, 14, 16, AND 17. FURNISH AND INSTALL NEW BIG MEADOWS CENTRALIZED TREATMENT BUILDING. CONNECT PRIMARY ELECTRICAL SUPPLY FROM OVERHEAD ELECTRIC VIA BURIED CONDUITS/WIRING. 2. REPLACE EXISTING PIPE THAT CONNECTS BIG MEADOWS WELLS TO THE BIG MEADOWS RESERVOIRS (CLIN REPLACE EXISTING PIPE THAT CONNECTS BIG MEADOWS WELLS TO THE BIG MEADOWS RESERVOIRS (CLIN 000A; OPTIONAL ITEM). PIPE TO BE REPLACED FROM NEAR BIG MEADOWS WAYSIDE TO THE BIG MEADOWS CENTRALIZED TREATMENT BUILDING USING THE ALLOWED CONSTRUCTION METHODS AS SHOWN ON DRAWINGS. REMAINING PIPING TO RESERVOIRS DOES NOT REQUIRE REPLACEMENT. 3. REHABILITATE BIG MEADOWS WELLS 9, 14, AND 16 AND INSTALL NEW ELECTRICAL AND CONTROLS. INSTALL REHABILITATE BIG MEADOWS WELLS 9, 14, AND 16 AND INSTALL NEW ELECTRICAL AND CONTROLS. INSTALL BIG MEADOWS WELL 17 EQUIPMENT FOR THE EXISTING BIG MEADOWS WELL 17 CASING, INCLUDING NEW WELL PUMP, DROP PIPE, ASSOCIATED EQUIPMENT, ELECTRICAL WIRING, AND CONTROLS. 4. FURNISH AND INSTALL ALL COMMUNICATIONS SYSTEMS, INSTRUMENTATION AND CONTROL EQUIPMENT, FURNISH AND INSTALL ALL COMMUNICATIONS SYSTEMS, INSTRUMENTATION AND CONTROL EQUIPMENT, INSTRUMENTATION AND CONTROL WIRING, AND CONDUITS IN THE BIG MEADOWS PROJECT AREA VIA WIRELESS AND HARDWIRED SYSTEMS. SUPPLY AND INSTALL NEW LEVEL INSTRUMENTS AT ONE RESERVOIR, PLC PROGRAMMING, AND CONTROL SYSTEM COMMISSIONING IN BIG MEADOWS. 5. INSTALL EMERGENCY GENERATOR AT BIG MEADOWS CENTRALIZED TREATMENT BUILDING INCLUDING INSTALL EMERGENCY GENERATOR AT BIG MEADOWS CENTRALIZED TREATMENT BUILDING INCLUDING AUTOMATED TRANSFER SWITCH, GRADING, AND ASSOCIATED ELECTRICAL WORK. 6. PERFORM STRUCTURAL CONDITION ASSESSMENT OF ONE BURIED RESERVOIRS AT BIG MEADOWS AND PERFORM STRUCTURAL CONDITION ASSESSMENT OF ONE BURIED RESERVOIRS AT BIG MEADOWS AND COMPLETE ASSOCIATED REHABILITATION WORK AND INSTALL NEW ACCESS LADDERS. 7. INSTALL NEW 2" SPARE CONDUIT ALONG RAPIDAN FIRE ROAD (CLIN 000A; OPTIONAL ITEM).INSTALL NEW 2" SPARE CONDUIT ALONG RAPIDAN FIRE ROAD (CLIN 000A; OPTIONAL ITEM).

AutoCAD SHX Text

EXISTING WASTEWATER TREATMENT PLANT

AutoCAD SHX Text

REHABILITATE EXISTING BIG MEADOWS RESERVOIRS

AutoCAD SHX Text

EXISTING BIG MEADOWS VISITOR CENTER AND PARKING AREA

AutoCAD SHX Text

PROJECT SCOPE DETAILS

AutoCAD SHX Text

RAPIDAN FIRE ROAD

AutoCAD SHX Text

SKYLINE DRIVE

AutoCAD SHX Text

100' BY 100' AVAILABLE IN "BONEYARD" FOR CONTRACTOR STAGING

AutoCAD SHX Text

FOR DEMOLITION SEE DWG GX2

AutoCAD SHX Text

BIG MEADOWS WATER PIPELINE AND COMMUNICATIONS LINE TERMINATION POINT

AutoCAD SHX Text

AutoCAD SHX Text A. STAGING AREAS ARE AVAILABLE FOR CONTRACTOR USE AS SHOWN. STAGING AREA IS 100' BY 100' IN STAGING AREAS ARE AVAILABLE FOR CONTRACTOR USE AS SHOWN. STAGING AREA IS 100' BY 100' IN "BONEYARD;" LOCATION IN BONEYARD TO BE CONFIRMED AND APPROVED BY CO. B. LIMITS OF DISTURBANCE, CONSTRUCTION ENTRANCES, AND WORK AREAS ARE SHOWN ON CIVIL EROSION & LIMITS OF DISTURBANCE, CONSTRUCTION ENTRANCES, AND WORK AREAS ARE SHOWN ON CIVIL EROSION & SEDIMENT CONTROL DRAWINGS C34 THROUGH C43. C. TEMPORARY FIELD OFFICE LOCATION TO BE COORDINATED WITH CO. POSSIBLE FIELD OFFICE LOCATIONS TEMPORARY FIELD OFFICE LOCATION TO BE COORDINATED WITH CO. POSSIBLE FIELD OFFICE LOCATIONS ARE AS FOLLOWS: EXISTING WASTEWATER TREATMENT PLANT, "BONEYARD" STAGING AREA, AND/OR DESIGNATED PARKING AREAS. D. CONTRACTOR SHALL COORDINATE UTILITY TIE-INS WITH CO.CONTRACTOR SHALL COORDINATE UTILITY TIE-INS WITH CO.

AutoCAD SHX Text

CONTRACTOR LIMITS DETAILS

AutoCAD SHX Text

EXISTING POWERLINE

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

41120A,B

150SHENANDOAH NATIONAL PARK

151064

MAY 17, 2019

TITLE OF SHEET

INST. AND CONTROLS

LEGEND 1

D MUNZER

I KHAN

I01

H A

P W

O R

K D

D E

C H

H A

D I0

E F S

X G

B O

R D

E R .D

GATE

KNIFE GATE

BUTTERFLY

GLOBE

BALL

VEE-BALL

PLUG

ECCENTRIC PLUG

SEAT PORT

DIAPHRAGM

PINCH

NEEDLE

SWING CHECK

BALL CHECK

PREVENTER

BACKFLOW

TELESCOPE

SAMPLE

PRESSURE RELIEF

VACUUM RELEASE

AIR AND/OR

PRESSURE CONTROL

REGULATED SIDE

ANGLE GATE

MUD

GATE SYMBOLS

SLUICE

BUTTERFLY FLAP

SLIDE

FABRICATED

STOP LOG

ACTUATOR SYMBOLS

MANUAL

OR DOUBLE ACTING

SPRING-OPPOSED, SINGLE

PNEUMATIC DIAPHRAGM

POSITIONER

VALVE

ELECTRIC MOTOR

SOLENOID

HYDRAULIC

ELECTROHYDRAULIC

PRESSURE

DIFFERENTIAL

DIAPHRAGM,

BY ONE INPUT

ACTING ACTUATED

SINGLE OR DOUBLE

PNEUMATIC CYLINDER

NOTE:

HYDRAULIC)

(PNEUMATIC, ELECTRICAL, OR

ON LOSS OF PRIMARY POWER

XX:

FLP

FAIL TO LAST POSITION

FAIL CLOSED

FAIL OPEN

AIR GAP

DRIP TRAP

PIG INSERT POINT

PIG CATCH POINT

SEAL WATER SET

WATER PURGE SET

FLUSHING CONNECTION

FLEXIBLE CONNECTION

AERATOR

DIAPHRAGM SEAL

ANNULAR DIAPHRAGM SEAL

MISCELLANEOUS SYMBOLS

ATMOSPHERE

VENT TO

FLAME TRAP

BLIND FLANGE

PIPE CAP

COMPOSITE SAMPLER

CALIBRATION COLUMN

INLINE SILENCER

STRAINER

AIR SUPPLY

SELF CONTAINED

AIR PURGE SET

FILTER

BASKET STRAINER

PRIMARY ELEMENT SYMBOLS

PARSHALL FLUME

WEIR

ORFICE PLATE

FLOW TUBE

PITOT-STATIC

VORTEX METER

FLOWMETER

ULTRASONIC

FLOWMETER

ELECTROMAGNETIC

TURBINE METER

PROPELLER OR

FLOWMETER

THERMAL

ROTAMETER

DENSITY METER

GENERIC

(BUBBLER TUBE)

LEVEL

LEVEL (FLOAT)

DAMPENER

PULSATION

CHAMBER

EXPANSION

120V

480V

60 HZ POWER

120 VOLT,

60 HZ POWER

480 VOLT,

IN PSIG.

XX = SUPPLY PRESSURE

AIR SET

PLUG

RECEPTACLE

(VACUUM)

RUPTURE DISK

(PRESSURE)

RUPTURE DISK

TV MONITOR

TV CAMERA

MECHANISM

SKIMMING

SCREW CONVEYOR

MIXER

CONTROL DIAGRAMS

INTERLOCK, SEEOR

RADIO ANTENNA

ELECTRIC MOTOR

IF A OR B THEN C

LOGIC ELEMENT:

AND IF A AND NOT B THEN C

LOGIC ELEMENT:A

A B

FFLCPLLLX

DRAWING

ON SAME OR OTHER

PANEL CONTINUED

PANEL OUTLINE

PANEL NAME

PUMP AND COMPRESSOR SYMBOLS

PUMP (DRY PIT)

CENTRIFUGAL

(POSITIVE DISPLACEMENT)

METERING PUMP

RECIPROCATING OR

DIAPHRAGM PUMP

(POSITIVE DISPLACEMENT)

GEAR PUMP OR BLOWER

PISTON PUMP

(CENTRIFUGAL)

COMPRESSOR

(PISTON)

COMPRESSOR

(CENTRIFUGAL)

BLOWER OR FAN

EJECTOR

ROTARY PUMP

SUMP PUMP

SUBMERSIBLE

CS-2

CS-1

CONSTANT SPEED (TWO SPEED)

CONSTANT SPEED (SINGLE SPEED)

ADJUSTABLE SPEEDXX:

VACUUM PUMP

SCREW PUMP

CAVITY PUMP

PROGESSING

E/H

SHEAR

POINT

VOICE COMMUNICATION

NOZZLE

VALVE SYMBOLS

GRINDER

SLUDGEPUMP

PERISTALTIC

CLINKER GRINDER

PRESSURE REGULATION

INDICATED FLOW PATTERN.

PORTS ARE IMPLIED BY

SYMBOL SHOWN.) SEAT

APPROPRIATE VALVE

OTHER VALVE TYPES,

(GATE VALVE SHOWN.FOR

MULTI-PORT VALVE

PUMP

SUBMERSIBLE

AS SPECIFIED)

ULTRASONIC

(RADAR OR

LEVEL

FLOW STREAM IDENTIFICATION

WTR

SHC

VENT

WATER (POTABLE) OR GROUNDWATER

TEMPERED WATER

SODIUM HYPOCHLORITE (12.5% BLEACH)

SAMPLE

DRAIN

CAUSTIC SODA (30%. SODIUM HYDROXIDE)

CORROSSION INHIBITOR (CARUS 4200)

A SODEIFI

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

41120A,B

150SHENANDOAH NATIONAL PARK

151064

MAY 17, 2019

TITLE OF SHEET

INST. AND CONTROLS

OVERALL PUMPING AND

TREATMENT (SKYLAND)

D MUNZER

I KHAN

I03

H A

P W

O R

K D

D E

C H

H A

D I0

E F S

X G

B O

R D

E R .D

SAMPLE

H Y P

O C

H L

O R

C A

U S

C A

R U

S A

M P

L E

S A

M P

L E

A L

Y Z

E R

STATIC MIXER

S A

M P

U S

STATIC MIXER

C A

R U

TO DISTRIBUTION

H Y P

O C

H L

O R

SAMPLE

SKYLAND G WELL PUMP

FURNACE SPRING

SAMPLE

SKYLAND 5 WELLHOUSE

H Y P

O C

H L

O R

C A

U S

C A

R U

A L

Y Z

E R

WATER METER

DIRECT READ VENT

WELL PUMP

SUBMERSIBLE

WATER METER

DIRECT READ VENT

WELL PUMP

SUBMERSIBLE

WATER METER

DIRECT READ VENT

WELL PUMP

SUBMERSIBLE

WATER METER

DIRECT READ VENT

WELL PUMP

SUBMERSIBLE

RESERVOIR

(BELOW GRADE)

RESERVOIR

(BELOW GRADE)

RESERVOIR

DRAINDRAIN

STANDPIPE

INTERNAL

WELL PUMP

WIRELESS TELEMETRY

(INSTALLED IN PLC-SL1)

NODE

WIRELESS

GATEWAY

WIRELESS

MAGMETER

FLUSH

SAMPLE/

FLUSH

SAMPLE/

FLUSH

SAMPLE/

(PITLESS TYPE)

METER VAULT LE

SL-RES-1

SL-RES-2

SL-RES-3

PLC-SL

(SEE SHEET I05)

SKYLAND 2 WELLHOUSE

SEE SHEET I05

SKYLAND 6 WELLHOUSE

(SEE SHEET I07)

SKYLAND 1 WELLHOUSE

(SEE SHEET I06)

SKYLAND CENTRALIZED TREATMENT BUILDING

SEE SHEET I05)

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

41120A,B

150SHENANDOAH NATIONAL PARK

151064

MAY 17, 2019

TITLE OF SHEET

INST. AND CONTROLS

SL CENTR. CHEMICAL

TREATMENT PROCESS

D MUNZER

I KHAN

I06

H A

P W

O R

K D

D E

C H

H A

D I0

E F S

X G

B O

R D

E R .D

120V

SL-6-2

PUMP NO. 2

HYPOCHLORITE

P-SL-6-2

PUMP NO. 1

HYPOCHLORITE

P-SL-6-1

10 FEET MFR CABLES

TYP OF 2

SL-6-1

SCREEN

PROVIDE BUG

VENT OUTDOORS

(SET @ 50 PSI) (TYP)

RELIEF VALVE BY PUMP MFR

NOTE 1 (TYP)

PROVIDED BY ELECTRICAL

4-20 MA

COLUMN

CALIBRATION

USE TO FILL

ALARM

SPEED

ON STATUS

HYPOCHLORITE

WITH PUMP CONTROL CABLES.

12 TERMINALS TO INTERFACE

NEMA 4X. PROVIDE MINIMUM

PIT

SL-4

FIT

SL-2

FSH

SL-3

SL-5

START

120V

TYPE

2 WIRE

120V

AIT

SL-5

SENSORS

TYPE

INLINE

NOTE 1 NOTE 1

HYPO

CAUSTIC

CARUS 4200

NOTES:

SHEET I07.

COMMUNICATION TO SKYLAND 1 WELL HOUSE. SEE

CHEMICAL PUMPS TO RUN.

BOTH SIGNALS MUST BE PRESENT TO ALLOW

SL-8-2

P-SL-8-2

P-SL-8-1

10 FEET MFR CABLES

TYP OF 2

SL-8-1

(SET @ 50 PSI) (TYP)

RELIEF VALVE BY PUMP MFR

NOTE 1 (TYP)

PROVIDED BY ELECTRICAL

4-20 MA

COLUMN

CALIBRATION

USE TO FILL

ALARM

SPEED

ON STATUS

WITH PUMP CONTROL CABLES.

12 TERMINALS TO INTERFACE

NEMA 4X. PROVIDE MINIMUM

START

NOTES:

CARUS 4200

PUMP NO. 1

CARUS 4200

PUMP NO. 2

CARUS 4200

SL-7-2

P-SL-7-2

P-SL-7-1

SL-7-1

(SET @ 50 PSI) (TYP)

RELIEF VALVE BY PUMP MFR

NOTE 1 (TYP)

PROVIDED BY ELECTRICAL

4-20 MA

COLUMN

CALIBRATION

USE TO FILL

ALARM

SPEED

ON STATUS

WITH PUMP CONTROL CABLES.

12 TERMINALS TO INTERFACE

NEMA 4X. PROVIDE MINIMUM

START 24 VDC

NOTES:

CAUSTIC

PUMP NO. 1

CAUSTIC

PUMP NO. 2

CAUSTIC

TYP OF 2

WELLS 2, 6, G

FROM

SAMPLE SAMPLE

STATIC MIXER

TO RESERVOIRS

MAIN PIPING SKYLAND CENTRALIZED TREATMENT

SKYLAND 1 PH

PUMP P-SL1-1 RUNNING

SKYLAND 1 COMMON ALARM

RUN PUMP P-SL1-1

SKYLAND 1 FLOW

120V

CP-SL

INSTALL IN GATEWAY

WIRELESS UNIT

PLC-SL LOCATED IN CP-SLPLC-SL LOCATED IN CP-SL

PLC-SL LOCATED IN CP-SL PLC-SL LOCATED IN CP-SL

VENT

TANK

STORAGE

TANK

STORAGE

TANK

STORAGE

PLUG, TYP

120V CORD &

PLUG, TYP

120V CORD &

PLUG, TYP

120V CORD &

VENT

NOTE 2

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

41120A,B

150SHENANDOAH NATIONAL PARK

151064

MAY 17, 2019

TITLE OF SHEET

INST. AND CONTROLS

SL WELL 1 PUMPING

AND TREAT. PROCESS

D MUNZER

I KHAN

I07

H A

P W

O R

K D

D E

C H

H A

D I0

E F S

X G

B O

R D

E R .D

CARUS 4200

SL1-7-2

TYP OF 2

SL1-7-1

COLUMN

CALIBRATION

USE TO FILL

CAUSTIC

PUMP NO. 1

CAUSTIC

PUMP NO. 2

CAUSTIC

MAIN PIPING SKYLAND 1 WELLHOUSE

PIT

SL1-4

FIT

SL1-2

SL1-5

PH120V

TYPE

2 WIRE

120V

AIT

SL1-5

METER BYPASS

SENSOR

TYPE

INLINE

HYPO

CAUSTIC

CARUS 4200

SAMPLE SAMPLE

STATIC MIXER

TO RESERVOIRS

STRAINER

P-SL1-7-1

P-SL1-7-2

120V

START SPEED

DISCHARGE PRESSURES)

(REQUIRED FOR HIGH

DIAPHRAGM PUMP

SL1-6-2

TYP OF 2

SL1-6-1

SCREEN

PROVIDE BUG

VENT OUTDOORS

COLUMN

CALIBRATION

USE TO FILL

STRAINER

P-SL1-6-1

P-SL1-6-2

120V

START SPEED

DISCHARGE PRESSURES)

(REQUIRED FOR HIGH

DIAPHRAGM PUMP

HYPOCHLORITE

PUMP MFR (TYP)

RELIEF VALVE BY

PUMP MFR (TYP)

RELIEF VALVE BY

PUMP NO. 1

HYPOCHLORITE

PUMP NO. 2

HYPOCHLORITE

DEGAS

NOTES:

DEGASSING VALVES.

PROVIDED WITH AUTOMATIC

HYPOCHLORITE PUMPS TO BE

SL1-8-2

TYP OF 2

SL1-8-1

COLUMN

CALIBRATION

USE TO FILL

STRAINER

P-SL1-8-1

P-SL1-8-2

120V

START SPEED

DISCHARGE PRESSURES)

(REQUIRED FOR HIGH

DIAPHRAGM PUMP

PUMP MFR (TYP)

RELIEF VALVE BY

PUMP NO. 1

CARUS 4200

PUMP NO. 2

CARUS 4200

HOA

OFF

RUN

VENT

BOX

CABLE TRANSITION

PUMP MOTOR

SUBMERSIBLE WELL PUMP

WELL SEAL

MOTOR CABLE

WELL PUMP

P-SL1-1

STARTER

MOTOR

B C

SKYLAND 1 PH

PUMP P-SL1-1 RUNNING

SKYLAND COMMON ALARM

RUN PUMP P-SL1-1

SKYLAND 1 FLOW

120V

CP-SL1

INSTALL IN GATEWAY

WIRELESS UNIT

PLUG, TYP

120V CORD &

PLUG, TYP

120V CORD &

PLUG, TYP

120V CORD &

BY PUMP MFR, TYP

BACK PRESSURE VALVE

BY PUMP MFR, TYP

BACK PRESSURE VALVE

BY PUMP MFR, TYP

BACK PRESSURE VALVE

TANK

STORAGE

TANK

STORAGE

TANK

STORAGE

PLC-SL1 LOCATED IN CP-SL1 PLC-SL1 LOCATED IN CP-SL1

PLC-SL1 LOCATED IN CP-SL1PLC-SL1 LOCATED IN CP-SL1

VENTVENT

NOTE 1

NOTES:

TREATMENT. SEE SHEET I06.

COMMUNICATION TO SKYLAND CENTRALIZED 1.

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

41120A,B

150SHENANDOAH NATIONAL PARK

151064

MAY 17, 2019

TITLE OF SHEET

INST. AND CONTROLS

BM CENTRL. CHEMICAL

TREATMENT PROCESS

D MUNZER

I KHAN

I08

H A

P W

O R

K D

D E

C H

H A

D I0

E F S

X G

B O

R D

E R .D

BM-6-2

PUMP NO. 2

HYPOCHLORITE

P-BM-6-2

PUMP NO. 1

HYPOCHLORITE

P-BM-6-1

10 FEET MFR CABLES

TYP OF 2

BM-6-1

SCREEN

PROVIDE BUG

VENT OUTDOORS

RELIEF VALVE BY PUMP MFR

NOTE 1 (TYP)

PROVIDED BY ELECTRICAL

PIN 3 4-20 MA

COLUMN

CALIBRATION

USE TO FILL

PIN 2 ALARM

PIN 3 SPEED

PIN 1 ON STATUS

HYPOCHLORITE

WITH PUMP CONTROL CABLES.

12 TERMINALS TO INTERFACE

NEMA 4X. PROVIDE MINIMUM

PIT

BM-4

FIT

BM-2

FSH

BM-3

BM-5

PIN 1 START 24 VDC

120V 120V

TYPE

2 WIRE

120V

AIT

BM-5

TO RESERVOIRS

9,14,16,17

FROM WELL

METER BYPASS SAMPLE

SENSOR

TYPE

INLINE

NOTE 1 NOTE 1

HYPO

CAUSTIC

CARUS 4200

NOTES:

BM-8-2

P-BM-8-2

P-BM-8-1

TYP OF 2

BM-8-1

RELIEF VALVE BY PUMP MFR

NOTE 1 (TYP)

PROVIDED BY ELECTRICAL

PIN 3 4-20 MA

COLUMN

CALIBRATION

USE TO FILL

PIN 2 ALARM

PIN 3 SPEED

PIN 1 ON STATUS

WITH PUMP CONTROL CABLES.

12 TERMINALS TO INTERFACE

NEMA 4X. PROVIDE MINIMUM

PIN 1 START 24 VDC

NOTES:

CARUS 4200

PUMP NO. 1

CARUS 4200

PUMP NO. 2

CARUS 4200

BM-7-2

P-BM-7-2

P-BM-7-1

TYP OF 2

BM-7-1

RELIEF VALVE BY PUMP MFR

NOTE 1 (TYP)

PROVIDED BY ELECTRICAL

PIN 3 4-20 MA

COLUMN

CALIBRATION

USE TO FILL

PIN 2 ALARM

PIN 3 SPEED

PIN 1 ON STATUS

WITH PUMP CONTROL CABLES.

12 TERMINALS TO INTERFACE

NEMA 4X. PROVIDE MINIMUM

PIN 1 START 24 VDC

NOTES:

CAUSTIC

PUMP NO. 1

CAUSTIC

PUMP NO. 2

CAUSTIC

SAMPLE

STATIC MIXER

MAIN PIPING BIG MEADOW CENTRALIZED TREATMENT

PLUG, TYP

120V CORD &

TANK

STORAGE

PLC-BM LOCATED IN CP-BM

TANK

STORAGE

TANK

STORAGE

VENT

LEVEL

RESERVOIR

100,000 GAL

120V

CP-BM

INSTALL IN GATEWAY

WIRELESS UNIT

PLC-BM LOCATED IN CP-BM

PLC-BM LOCATED IN CP-BMPLC-BM LOCATED IN CP-BM

VENT

NOTES:

SEE SHEET I04.

COMMUNICATION TO BIG MEADOWS RESERVOIRS.

CHEMICAL PUMPS TO RUN.

BOTH SIGNALS MUST BE PRESENT TO ALLOW

NOTE 2

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

41120A,B

150SHENANDOAH NATIONAL PARK

151064

MAY 17, 2019

SP1237

3501.01

BLD B/Z WELL HOUSE

SP1238

3501.60

BLD/Z WELL HOUSE

SP1239

3500.21

BLD E/Z WELL HOUSE

A E

ELEV=3455.83

BENCHMARK AB

ELEV=3503.47

BENCHMARK AC

INV=3451.97

C M

S T

INV. BURIED

ELEV=3464.77

BENCHMARK AA

TOP=3464.64

WELL(SP1206)

R O

A D

G R

A V E L

GRAVEL ROAD

CEDAR

OAK

21"

MAPLE

17"

MAPLE

24"

OAK

19"

MAPLE

TWIN

15"

HICKORY

15"

MAPLE

16"

MAPLE

24"

MAPLE

10"

OAK

21"

MAPLE

15"

MAPLE

13"

MAPLE

21"

MAPLE

18"

MAPLE

TWIN

26"

MAPLE

10"

MAPLE

19"

MAPLE

14"

MAPLE

15"

OAK

DEAD

12"

OAK

23"

MAPLE

25"

MAPLE

DEAD

13"

MAPLE

19"

MAPLE

17"

MAPLE

18"

MAPLE

DEAD

11"

OAK

13"

OAK

14"

OAK

18"

DEAD

16"

DEAD

12"

DEAD

28"

POPLAR

ABOVE ROADWAY

APPROXIMATELY 25'

OVERHEAD LINES

MAPLE

OAK

15"

DEAD

15"

DEAD

12"

DEAD

12"

DEAD

MAPLE

PINE

DEAD

12"

MAPLE

PINE

MAPLE

18"

DEAD

ELM

12"

D R

A E

A E3495.3

3507.6

3483.5

3507.2

3509.0

3495.4

3486.4

3509.2

X R

E F S d

X G

B o r d e r .d w g |X

E x is t in g o n d it io n s .d w g |X

E x is t u r v e y

S k y la n d .d w g |X

P r o p o s e d n d it io n s .d w g |T

S u r v e y

C V

P r o p o s a ls

S h e n a n d o a h t io n a l

P a r k

B ig a d o w

S k y la n r v e y

G e o t e c h s u r v e y li m it s

S u r v y o t e c h lo c a t io s v e r la m s t e r .d w g

H A

P W

O R

K D

D E

C H

H A

G X

DEMOLITION

SKYLAND

PARTIAL PLANS

T ELLIOTT

I KHAN

N JOHNSON GX1

TITLE OF SHEET

1. PROVIDE PORTION OF EXISTING WTR TO ALLOW FOR CONSTRUCTION OF NEW SKYLAND WELL 1 TREATMENT

BUILDING. INSTALL NEW WTR LINE AND ISOLATION VALVES PER SITE/CIVIL DRAWINGS AND SPECIFICATIONS

TO ENSURE SUPPLY OF WATER TO SKYLAND SYSTEM DURING CONSTRUCTION. COORDINATE OUTAGE

SEQUENCING WITH CONTRACTING OFFICER PER SPECIFICATIONS.

NOTES

SCALE OF FEET

6030030

1" = 30'

DEMOLITION PLAN A

DEMOLITION PLAN B

AND DETAIL 2 ON DWG GX3

HOUSE 1. SEE DETAIL 1

DEMOLISH EXISTING WELL

SITE. SEE NOTE 1

TO SKYLAND RESERVOIR

WATERLINE FROM SPRINGS

EXISTING 6-INCH PVC

REMAIN IN SERVICE.

SKYLAND RESERVOIR TO

EXISTING 4-INCH PVC FROM

DWG GX3.

SEE DETAIL 3 AND 4 ON

SKYLAND WELLHOUSE 2.

DWG GX3.

SEE DETAIL 3 AND 4 ON

SKYLAND WELLHOUSE 6.

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

41120A,B

150SHENANDOAH NATIONAL PARK

151064

MAY 17, 2019

H A

P W

O R

K D

D E

C H

H A

G X

E F S

X G

B O

R D

E R .D

W G

X S

E X

N D

N S .D

W G

X S

P R

O P

O S

N D

N S .D

BIG MEADOWS

PARTIAL PLAN

T ELLIOTT

I KHAN

GX2

TITLE OF SHEET

1. EXISTING WATER LINE TO BE ABANDONED IN PLACE AS PART OF OPTIONAL BID ITEM CLIN 000A. IF

OPTIONAL BID ITEM CLIN 000A NOT EXECUTED, THIS PIPING WILL NEED TO REMAIN IN SERVICE AND BE

CONNECTED TO NEW BM CENTRALIZED TREATMENT BUILDING. COORDINATE WITH SITE/CIVIL DRAWINGS AND

SPECIFICATIONS.

NOTES:

SCALE OF FEET

12060060

1" = 60'

DEMOLITION PLAN

ON DWG GX3.

16. SEE DETAIL 3 AND 4

BIG MEADOWS WELLHOUSE

DWG GX3.

9. SEE DETAIL 3 AND 4 ON

BIG MEADOWS WELLHOUSE

ON DWG GX3.

14. SEE DETAIL 3 AND 4

BIG MEADOWS WELLHOUSE

DISTRIBUTION. SEE NOTE 1

RESERVOIRS AND

BM 16, 9, AND 14 TO BM

EXISTING 1-INCH DIP FROM

N JOHNSON

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

41120A,B

150SHENANDOAH NATIONAL PARK

151064

MAY 17, 2019

TITLE OF SHEET

PROCESS MECHANICAL

GX3

G E

B M

T E

R .J

P G

B M

W E

L L

H E

A D

D E

M O

N D

M .J

P G

S K

Y L

A N

W E

L L

T E

D E

M O

N D

M .J

P G

S K

Y L

A N

W E

L L

D E

M O .J

P G

H A

P W

O R

K D

D E

C H

H A

G X

E F S

X G

B O

R D

E R .D

DEMOLITION NOTES

BID MEADOWS 9 AND 14 AND SKYLAND WELL 2.

ASSOCIATED DOWNHOLE APPURTENANCES FROM WELLS:

COLUMN PIPE, SUBMERSIBLE PUMP, MOTOR AND

REMOVE AND DISPOSE OF OFF SITE ALL EXISTING 1.

ADDITIONAL REQUIREMENTS.

REFER TO SPECIFICATION 02 41 00, DEMOLITION FOR 8.

PER CIVIL DRAWINGS.

REC POWER POLE IF FEASIBLE OR ABANDON IN PLACE

REMOVE EXISTING CONDUIT FROM BIG MEADOWS 17 TO 7.

CONTRACTING OFFICER.

UNTIL WORK IS COMPLETE. COORDINATE REMOVAL WITH

BY NPS. CHEMICAL SYSTEMS MUST REMAIN IN SERVICE

EXISTING CHEMICAL TANKS AND PUMPS TO BE RETAINED 6.

SKYLAND WELL 1 AND 2.

FLANGE/SEAL FROM WELLS: BIG MEADOWS 9, 14, 16 AND

REMOVE AND DISPOSE OF EXISTING WELLHEAD 5.

ELECTRICAL DRAWINGS AND SPECIFICATIONS.

INSIDE BUILDING. INSTALL NEW CONDUIT AND WIRING PER

EXTENT POSSIBLE. RETAIN EXISTING ELECTRICAL OUTLETS

CONDUIT AND WIRING FROM PRIMARY POWER SUPPLY TO

14, 16; AND SKYLAND 2 AND 6. REUSE EXISTING

ASSOCIATED ELECTRICAL FROM WELLS: BIG MEADOWS 9,

REMOVE AND DISPOSE OF EXISTING CONTROLS AND 4.

PROTECT THE WELLHEAD IN PLACE.

GRANULAR BACKFILL AND COMPACT PER 21 23 23.

TREATMENT BUILDING FLOOR SLAB. FILL VOID WITH

FOUNDATION TO 6" BELOW NEW SKYLAND WELL 1

ASSOCIATED APPURTENANCES. REMOVE CONCRETE

DEMOLISH EXISTING SKYLAND WELL 1 BUILDING AND 3.

ON SITE.

BEEN REMOVED FROM THE SKYLAND WELL 1 BUT REMAIN

MOTOR, ELECTRICAL, WIRING AND CONDUIT WHICH HAVE

DISPOSE OF EXISTING COLUMN PIPE, SUBMERSIBLE PUMP, 2.

1 5AND

AND PIPING, TYP.

EXISTING WELLHEAD

SEE NOTE 4

PUMP PANEL,

EXISTING WELL

SEE NOTE 6

TANK, TYP.

EXISTING CHEMICAL

TYPICAL WELLHEAD MODIFICATION3

GX3 NO SCALE

TYPICAL WELLHOUSE ELECTRICAL AND CONTROL4

GX3 NO SCALE

TYPICAL WELLHEAD MODIFICATION1

GX3 NO SCALE

SKYLAND WELL 1 DEMOLITION2

GX3 NO SCALE

T ELLIOTT

N JOHNSON

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

41120A,B

150SHENANDOAH NATIONAL PARK

151064

MAY 17, 2019

A E

W W W

W W

WWWW

W W

U T

UTUT

UT UT UT UT

U T

A E

A T

WALL

STONE

G A T E

ROCK

ROCKS

3689.22

BOREHOLE 1

3685.26

BOREHOLE 2

3681.78

BOREHOLE 3

3682.25

BOREHOLE 4

3730.54

BOREHOLE 10

3761.42

BOREHOLE 11

3775.92

BOREHOLE 12

3706.92

BOREHOLE 9

3691.01

BOREHOLE 7

3682.53

BOREHOLE 5

A E

W W

W W W W W W W W

W W

W W W W W W W W W W

W W W

W W

A E

4 RISERS

U E

ROCKS

ROCK

ROCKS

ROCK

ROCKS

ROCK

OUTCROP

ROCK

OUTCROP

ROCK

OUTCROP

ROCK

OUTCROP

ROCK

OUTCROP

ROCK

BOULDERS

BOULDERSBOULDERS

BOULDERS

BOULDER

ROCKS

R O

C K

BOULDER

ROCKS

BOULDER

BOULDERS

BOULDER

ROCKS

BOULDER

SIGN

CAN

TRASH

SIGN

ROCKS

BOULDER

BOULDERS

CONCRETE CONCRETE

ROCKROCK

ROCK

ROCKS

C12

C10

C07

C08

C11

SHOWN ON DRAWINGSNOTE: CONTROLS ARE NOT

11/26/18 LBenson added existing wastewater line based on 2013 survey information

(intersection and angle used for representation)

SITE ELECTRICAL

SL-OVERALL SITE PLAN

L. BENSON

J. FIGUEROA

H. LUSK SE03

DORMITORY G

DORMITORY B

DORMITORY A

DORMITORY F

DORMITORY E

DORMITORY D

DORMITORY C

SKYLAND DINING ROOM

SKYLAND WELL #1

100 0 100

SCALE OF FEET

1" = 100'

X R

E F S d

X C

F r a m e s .d w g |X

P r o p o s r o f il e s .d w g |X

B o r d e r .d w g |X

K e y P la n .d w g |X

E x is t n d it io n s .d w g |X

E x is t r v e y

B ig

M e a d o w s .d w g |X

E x is t r v e y

S k y la n d .d w g |X

P r o p o s n d it io n s .d w g |X

P r o p o s n t o u r s

S k y la n d .d w g |T

S u r v e y

C V

P r o p o s a ls

S h e n a n d

H A

P W

O R

K D

D E

C H

H A

S E

SKYLAND RESERVOIRS

SKYLAND WELL G

PROPOSED

CENTRALIZED

TREATMENT BUILDING

SKYLI

DRI

UPPER

SKYLAND

LOOP

LOWER SKYLAND LOOP

PALACHIA

AIL

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

41120A,B

150SHENANDOAH NATIONAL PARK

151064

MAY 17, 2019

B O

W W

H A

T C

H A

C C

E R

V O

H A

T C

H A

C C

E S

S R

E S

E R

V O

E L E

E N

C H

M A

L E

E N

C H

M A

N E

L S

O L

A R

P A

N E

L S

O L

A R

U N

K N

O W

N D

E C

APPALACH

IAN

TRAIL

GRAVEL ROAD

T A

N K

C H

K B

C H

K O

A K

L E

A D

L E

U N

O A

U N

K S

O A

K O

A K

DRIPLINE

O R

E H

O L E

O R

E H

O L E

A P P

A L A C

T R

O A

L E

B O

U L

D E

B O

U L

D E

T A

N K

R E S

E R

V O

U N

D E

R G

R O

U N

Skyland Whiteoak

Well

43S1

43S2

43S3

20 0 20 40

SCALE OF FEET

1" = 20'

SL - PLAN

D DOAR SE04

20 0 20 40

SCALE OF FEET

HORIZ

5 0 5 10 VERT

X R

E F S d

X C

F r a m e s .d w g |X

B o r d e r .d w g |X

K e y P la n .d w g |X

E x is t n d it io n s .d w g |X

E x is t r v e y

B ig

M e a d o w s .d w g |X

E x is t r v e y

S k y la n d .d w g |X

P r o p o s n d it io n s .d w g |T

S u r v e y

C V

P r o p o s a ls

S h e n a n d o t io n a l

P a r a d o w

S k y la r v e y

G e o t e c h s u r v

U N

P W

O R

K D

D E

C H

Z H

U N

E R

S E

T C

H L

KEYPLAN

APPALACHIAN TRAIL.

CONTROLS CONDUIT

FROM WELLS 2 & 6. SEE NOTE 4.

POWER TO WELL G.

[P28] SEE NOTE 3.

PROP. PRIMARY

UNDERGROUND ELECTRIC.

SEE NOTE 5.

MATCHLINE-SEE SHEET SE11

NOTES:

1. NOT USED

2. CONTRACTOR IS PROHIBITED FROM DRIVING OVER

EXISTING BURIED RESERVOIRS. BOLLARDS (TEMPORARY

OR PERMANENT) SHALL BE INSTALLED AS SHOWN PRIOR

TO LAND-DISTURBING ACTIVITIES.

3. SEE ELECTRICAL E05 FOR SINGLE LINE AND CONDUIT

AND WIRING REQUIREMENTS RELATED TO SKYLAND WELL

4. EXISTING CONDUIT INSTALL 6 #12 TO WELL 2 MOTOR

STARTER (2 ARE SPARE) AND 6 #12 TO WELL 6

MOTOR STARTER (2 ARE SPARE).

5. SEE ELECTRICAL E05 FOR SINGLE LINE AND CONDUIT

AND WIRING REQUIREMENTS RELATED TO UTILITY

SERVICE TO SKYLAND CENTRALIZED TREATMENT

BUILDING.

6. 150 KVA TRANSFORMER BY SVEC, PAD BY CONTRACTOR.

7. APPROVED WORK AREAS SHOWN IN EROSION & SEDIMENT

CONTROL DRAWINGS. ENCROACHMENT OUTSIDE OF WORK

AREA IS PROHIBITED UNLESS APPROVED BY THE CO.

WORK AREA SHOULD BE FIELD SURVEYED, IDENTIFIED, AND

MARKED IN THE FIELD.

8. SEE SE13 FOR 1"=10' SITE PLAN OF CENTRALIZED

TREATMENT BUILDING AREA.

SEE NOTE 2

ABOVE GROUND

PULLBOX

PROVIDED BY

UTILITY INSTALLED

BY CONTRACTOR

COORDINATE FINAL

LOCATION WITH

NPS AND UTILITY.

PROVIDE

CONCRETE PAD.

SEE

E12

SEE SE13 FOR ENLARGED SITE PLAN

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

41120A,B

150SHENAND…

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.