IFB #26016 James Wood High School - New Water Pump Station Construction Drawings RRMM 21320-62 2026-07-08.pdf

PDF 26 MB Posted Aug 24, 2026

Attached to: IFB 26016; James Wood High School - New Water Pump Station
Solicitation number: IFB-125195
Issued by: Fauquier County, Virginia

About this file

Written by GovTribe AI · Aug 26, 2026

This file contains construction drawings and specifications for a new water pump station at James Wood High School, a project by Frederick County Public Schools in Winchester, Virginia. The project involves the complete installation of a below-grade water pump station with controls, an emergency backup generator, and piping infrastructure, with the existing water system remaining operational throughout construction until the new system is tested and approved. The scope includes a 12-inch diameter water main connection to the existing system, a booster pump station equipped with a 100 kilowatt diesel generator, electrical infrastructure with automatic transfer switches and panelboards, LED lighting fixtures, and site improvements including concrete work and landscaping restoration. The project encompasses multiple technical disciplines including civil engineering by Pennoni Associates Inc., mechanical and plumbing design, and electrical systems, with construction documents issued for review on July 8, 2026. The site is located at 161 Apple Pie Ridge Road, Winchester, Virginia 22603, with a total disturbed area of approximately 7,665 square feet for the pump station and 815 square feet for utility work.

The electrical specifications require coordination with Shenandoah Valley Electric Cooperative (SVEC) for 480-volt, three-phase service delivery and include comprehensive requirements for grounding, bonding, surge protection devices, and compliance with the 2020 National Electrical Code. The diesel generator set must be rated for NFPA 110 Type 10, Level 2, Class 48 emergency standby power with 48-hour onboard fuel capacity and sound attenuation to 80 decibels at 23 feet. All materials and equipment must be listed by Underwriters Laboratories and comply with applicable Virginia building codes. The contractor is responsible for obtaining all required permits, coordinating with local utilities including Frederick Water and Washington Gas, providing proof of compaction testing by a qualified geotechnical engineer, and scheduling inspections with the Frederick County Environmental Maintenance Engineer. General construction notes require restoration of disturbed areas with four-inch topsoil, seeding, and mulching, maintenance of emergency vehicle access throughout construction, and adjustment of manhole rims and valve boxes to match proposed elevations.

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Other files

File	Type	Posted
ADDENDUM No. 4.pdf	PDF	Aug 24, 2026
IFB 26016 Pre Bid Meeting Agenda.pdf	PDF	Aug 24, 2026
Addendum 003 Prebid questions RRMM.pdf	PDF	Aug 24, 2026
IFB 26016 Pre Bid Sign In Sheet.pdf	PDF	Aug 24, 2026
Addendum No 3 - Cover Sheet for Q&A.pdf	PDF	Aug 24, 2026
IFB #26016 James Wood High School - New Water Pump Station Specifications RRMM 21320-62 2026-07-08.pdf	PDF	Aug 24, 2026
IFB 26016 James Wood High School - New Water Pump Station.pdf	PDF	Aug 24, 2026

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JAMES WOOD HIGH SCHOOL -

NEW WATER PUMP STATION

FREDERICK COUNTY PUBLIC SCHOOLS

RRMM ARCHITECTS, PC

ARCHITECTURE / PLANNING / INTERIORS

VICINITY MAP CONSULTANTS OWNER LOCATION MAP

Pennoni Associates Inc

CIVIL ENGINEERING

117 East Piccadilly Street

Winchester, VA 22601 Phone: 540-667-2139

SITE

1317 Executive Boulevard, Suite 200 Chesapeake, VA 23320

(757) 622-2828

310 1st Street SW, Suite 100M Roanoke, VA 24011

(540) 344-1212

3700 Koppers Street, Suite 300 Baltimore, MD 21227

(410) 234-8444

2900 South Quincy Street, Suite 710 Arlington, VA 22206

(703) 998-0101

115 South 15th Street, Suite 502 Richmond, VA 23219

(804) 277-8987

Lawrence Perry and Associates

MEP ENGINEERING

15 E. Salem Avenue, Suite 101

Roanoke, VA 24011 Phone: 540-342-1816

Frederick County Public Schools

1415 Amherst Street

Winchester, VA 22601

Phone: 540-662-3888

IFB: 26016

RRMM

ARCHITECTS, PC

D A

T E

D R

A W

P R

O J E

C T

D E

N E

C H

E C

K E

310 1st Street SW, Suite 100M Roanoke, Virginia 24011

(540)344-1212

M A

R K

R E

D A

T E

B Y

D E

0' 4' 8' 16'

3/32 = 1'-0" 0' 1" 2" 3"

6" = 1'-0"

0' 2" 4" 6"

3" = 1'-0"

5"3"1"0' 3" 6" 1'

1 1/2" = 1'-0"

9"0' 6" 1' 1.5'

1" = 1'-0"

3" 9"0' 1' 2'

3/4" = 1'-0"

6"0' 1' 2' 3'

1/2" = 1'-0"

6"0' 1' 2' 4'

3/8" = 1'-0"

3'0' 2' 4' 6'

1/4" = 1'-0"

0' 4' 8' 12'

1/8" = 1'-0"

0' 8' 16' 24'

1/16" = 1'-0"

4'0' 16' 32' 48'

1/32" = 1'-0"

SHEET

P R

O J E

C T

D R

A W

1 2 3 4 5

P R

O J E

C T

D R

A W

:5 :0

M A u to d e s k D o c s

-6

C P

S J

W H

S F ir e

L in e /2

-6 v

F C

P S

J W

H S

F ir e

L in e

A R

C H

.r v t

L E

S H

E E

G-1

F R

E D

E R

C O

U N

T Y

P U

B L

C H

O O

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J A

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O O

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W W

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P U

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A p p le

P ie

R id g e R d W in c h e s te r, V

-6

SHEET INDEX

Sheet Number Sheet Title

PROJECT TITLE SHEET

G-1 TITLE SHEET

CIVIL

CS0000 CIVIL COVER SHEET

CS0001 NOTES, LEGEND, & SITE DEVELOPMENT SUMMARY

CS1000 EXISTING CONDITIONS

CS3000 GEOMETRIC, GRADING, & UTILITY PLAN

CS4500 SITE DETAILS

PLUMBING

P-1 PLUMBING PLANS, NOTES, DETAILS AND SPECS

ELECTRICAL

E-1 ELECTRICAL SITE PLAN

E-2 ELECTRICAL DETAILS

E-3 ELECTRICAL DETAILS AND PANEL SCHEDULES

E-4 ELECTRICAL SPECIFICATIONS

\A cc ou nt s\R

M M

B oo ste r\D

N\ _S

S\ M

dw g

M, B Y:

Jo hn

R ely ea

Pe nn on i N

.st b

E R

RRMMX25002

AS NOTED

JPR

07-08-2026

DMBAPPROVED BY

DRAWN BY

DRAWING SCALE

DATE

PROJECT

ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES

ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE

PROJECT. THEY ARE NOT INTENDED OR REPRESENTED

TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON

THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER

PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION

OR ADAPTATION BY PENNONI ASSOCIATES FOR THE

SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS

SOLE RISK AND WITHOUT LIABILITY OR LEGAL

EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL

INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES

FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES

ARISING OUT OF OR RESULTING THEREFROM.

O N

S M

B E

D B

Y C

O N

O W

M U

E N

O F

C R

O C

H W

O R

LOCATION MAP

Scale: 1" = 2000'

CALL 1-800-552-7001

CALL BEFORE YOU DIG

ALWAYS CALL 811 BEFORE YOU DIG IN VIRGINIA

SECTION 56-265.17 REQUIRES THREE WORKING DAYS

NOTICE TO UTILITIES BEFORE YOU EXCAVATE, DRILL OR

BLAST VIRGINIA UTILITY PROTECTION SERVICE, INC.

TICKET NUMBER(S):

PREPARED BY:

PENNONI ASSOCIATES INC.

117 East Piccadilly Street Winchester, VA 22601 T 540.667.2139 F 540.665.0493

Ea st

P ic ca di lly S tre et

W in ch es te r, VA

N O

ISSUED FOR REVIEW 07-08-2026

JAMES WOOD HIGH SCHOOL

161 APPLE PIE RIDGE RD. | WINCHESTER, VA. 22604

PIN 42-5-D DB-454 PG-438

GAINESBORO DISTRICT - FREDERICK COUNTY, VIRGINIA

WATERLINE BOOSTER PUMP

MINOR SITE PLAN

SITE PLAN #17-26

ORIGINAL SUBMISSION DATE: 04-22-2026

CS0000

TOTAL SHEETS 5

-0 8-

SITE

LOCAL UTILITIES: FREDERICK CO. VIRGINIA

FREDERICK WATER

PO BOX 1877

WINCHESTER, VIRGINIA 22604

(540) 868-1061

COMCAST COMMUNICATIONS

195 RAINVILLE ROAD

WINCHESTER, VIRGINIA 22602

(540) 504-0942

SHENANDOAH VALLEY ELECTRIC COOPERATIVE (SVEC)

3463 VALLEY PIKE

WINCHESTER, VIRGINIA 22601

(540) 450-0111

VERIZON

404 HILLANDALE LANE

WINCHESTER, VIRGINIA 22602

(540) 665-3156

WASHINGTON GAS

350 HILLANDALE LN.

WINCHESTER, VIRGINIA 22602

(540) 868-7913

SHEET INDEX

Sheet

Number Sheet Title

CS0000 Cover Sheet

CS0001 Notes, Legend, & Site Development Summary

CS1000 Existing Conditions

CS3000 Geometric, Grading, & Utility Plan

CS4500 Site Details

LIC

R, V

E S

W O

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H S

C H

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1 A

R D.

R, V

| G

PLAN REVIEW TRACKING

04-22-2026 PD, PW, FW, FIRE MARSHAL, VDOT

05-13-2026 VDOT, PW (APPROVED)

05-18-2026 FIRE MARSHAL, GIS (APPROVED)

05-28-2026 FW REVIEW COMMENTS

06-01-2026 BUILDING INSPECTIONS (APPROVED)

PREPARED FOR:

OWNER/DEVELOPER

PO BOX 3085

WINCHESTER, VIRGNIA 22604

(540) 662-3888 EXT. 88249

APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR

APPROVAL VALID FOR 5 YEARS.

APPROVED BY DATE

cc ou nt s\R

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B oo ste r\D

N\ _S

S\ M

M, B Y:

Jo hn

Pe nn on i N

.st b

E R

RRMMX25002

AS NOTED

JPR

07-08-2026

DMBAPPROVED BY

DRAWN BY

DRAWING SCALE

DATE

PROJECT

ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES

ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE

PROJECT. THEY ARE NOT INTENDED OR REPRESENTED

TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON

THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER

PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION

OR ADAPTATION BY PENNONI ASSOCIATES FOR THE

SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS

SOLE RISK AND WITHOUT LIABILITY OR LEGAL

EXPOSURE TO PENNONI ASSOCIATES; AND OWNER

SHALL INDEMNIFY AND HOLD HARMLESS PENNONI

ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND

EXPENSES ARISING OUT OF OR RESULTING THEREFROM.

O N

S M

B E

D B

Y C

O N

O W

M U

E N

O F

C R

O C

H W

O R

Ea st

P ic ca di lly S tre et

W in ch es te r, VA

ISSUED FOR REVIEW 07-08-2026

CS0001

LIC

R, V

E S

W O

O D

H S

C H

O O

1 A

R D.

R, V

| G

S, L

D, S

CG-6

CONCRETE SIDEWALK

LIMITS OF CLEARING AND GRADING

STORM SEWER

WATERLINE

CONTOURS

UNDERGROUND ELECTRIC SERVICE

SANITARY SEWER WITH MANHOLE

PROPERTY LINE

UTILITY POLE

SIGN POST

LEGEND

FIRE HYDRANT ASSEMBLY

GAS LINE

H Y D

SF SQUARE FEET

SEC SECTION

RTE ROUTE

ROW RIGHT-OF-WAY

FT FEET

POLYVINYL CHLORIDE

REINFORCED CONCRETE PIPE

VIRGINIA DEPARTMENT OF

WELDED WIRE MESH

POINT OF VERTICAL INTERSECTION

FIRE HYDRANTF.H.

WV WATER VALVE

BEST MANAGEMENT PRACTICE

BEGIN VERTICAL CURVE STATION

BEGIN VERTICAL CURVE ELEVATION

END VERTICAL CURVE STATION

END VERTICAL CURVE ELEVATION

DROP INLET

DIAMETER

DUCTILE IRON PIPE

EROSION CONTROL

ELEVATION

END SECTION

FINISHED FLOOR ELEVATION

ELEV

F.F.E.

EVCS

EVCE

EXISTING

DIP

DIA

EACH

BENCHMARK

CLEANOUT

CONCRETECONC

BVCS

BVCE

CLASS

BLDG

B.M.

BMP

BUILDING

STR

VERT

WWM

TYP

VDOT

RCP

SHT

STM

PVC

PVI

STRUCTURE

TYPICAL

VERTICAL

WITH

SHEET

STEAM

HORIZ

MECH

MIN

MSE

INV

MAX

G.V.

HORIZONTAL

INVERT

MAXIMUM

MECHANICAL

MINIMUM

MECHANICALLY STABILIZED EARTH

GATE VALVE

AREA DRAINAD

TRENCH DRAINTD

LIMITS OF DISTURBANCELOD

APPX. APPROXIMATELY

OVERHEAD ELECTRICOHE

UNDERGROUND ELECTRICUGE

UGT UNDERGROUND TELEPHONE

TELCO TELECOMMUNICATIONS

WWF WELDED WIRE FABRIC

CAST IRONCI

STAINLESS STEELSS

TREE PROTECTIONTP

NORTH BOUND LANENBL

SOUTH BOUND LANESBL

BW BOTTOM OF WALL

TOP OF WALLTW

ON CENTER EACH WAY

ON CENTEROC

OCEW

PROP PROPOSED

DIAMETERØ

MANHOLEMH

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

CWR

CWS CHILLED WATER SUPPLY

CHILLED WATER RETURN

MECHANICAL, ELECTRICAL, PLUMBINGMEP

ABBREVIATIONS

MLP METAL LIGHT POLE

MSP METAL SIGN POLE

F.H. ASSY FIRE HYDRANT ASSEMBLY

HANDICAP PARKINGHCP

BUILDING RESTRICTION LINEBRL

ASPHALT PAVEMENT

IV IRRIGATION VALVE

NO PARKINGNP

GENERAL CONSTRUCTION NOTES:

1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND PERFORM ALL WORK INCLUDING RESTORATION FOR THE COMPLETED INSTALLATION OF THE UTILITY SYSTEMS AND ALL OTHER IMPROVEMENTS SHOWN OR IMPLIED AS NECESSARY FOR THE COMPLETED FACILITY READY FOR USE.

UNLESS OTHERWISE NOTED, SPECIFICATIONS FOR ALL WORK TO BE IN ACCORDANCE WITH APPLICABLE STANDARDS AND CONSTRUCTION SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION, FREDERICK COUNTY PUBLIC UTILITIES AND ENVIRONMENTAL MAINTENANCE AND THE CONTRACT

DOCUMENTS.

2. THE ENGINEER HAS ATTEMPTED TO LOCATE EXISTING SUBSURFACE UTILITIES; HOWEVER, SUCH MAY EXIST THAT ARE NOT SHOWN. THE CONTRACTOR SHALL EXERCISE CARE IN THIS WORK SO AS TO AVOID DAMAGE TO ANY UTILITIES. ANY DAMAGE SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS PRIOR TO CONSTRUCTION. CALL "MISS UTILITY" 811.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL DIMENSIONS, ELEVATIONS AND LOCATIONS SHALL BE VERIFIED IN THE FIELD BY EACH CONTRACTOR PRIOR TO BEGINNING THE WORK. THE COUNTY ENVIRONMENTAL MAINTENANCE ENGINEER WILL APPROVE ALL CUT SHEETS.

4. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF THE WORK SHALL

BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND/OR THE OWNER.

5. ALL GRADING FOR IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA. ANY WORK PERFORMED

OFFSITE IS THE CONTRACTOR'S RESPONSIBILITY.

6. CONTRACTOR TO OBTAIN, AT HIS EXPENSE, ALL PERMITS REQUIRED OF THIS WORK AND SHALL

FAITHFULLY ADHERE TO THE PERMIT CONDITIONS IMPOSED.

7. ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION SHALL BE PROVIDED WITH 4" TOPSOIL, FERTILIZED, SEEDED, COMPACTED AND MULCHED. SEED BED TO BE WATERED AND CARED FOR AS NECESSARY TO PROVIDE A GOOD LAWN QUALITY GRASS COVER. AREAS NOT GRADED

SHALL BE DISCED, LEVELED AND SEEDED TO ACHIEVE LAWN CONDITIONS.

8. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF FREDERICK COUNTY. THE CONTRACTOR SHALL COORDINATE WITH THIS AGENCY AND ARRANGE FOR INSPECTION AS NECESSARY.

EXACT LOCATIONS FOR WATER AND SEWER SERVICES TO BE DIRECTED BY THE FREDERICK COUNTY INSPECTOR IN THE FIELD. CONTRACTOR TO PROVIDE ASSISTANCE AS THE INSPECTOR MAY REQUIRE.

8A. CONTRACTOR SHALL PROVIDE THE PUBLIC UTILITIES DEPT. 24 HOUR NOTICE PRIOR TO TAPPING

EXISTING WATER MAINS.

8B. PROPOSED WATER MAINS WILL REQUIRE TESTING IN ACCORDANCE WITH PUBLIC UTILITY

SPECIFICATIONS. THE CONTRACTOR SHALL SCHEDULE THESE TESTS AND PROVIDE ASSISTANCE AS

NECESSARY.

8C. SHOULD MAINTENANCE OF WATER OR SEWER LINES WITHIN EXISTING EASEMENTS REQUIRE

DISTURBANCE OF PROPOSED IMPROVEMENTS, THE OWNER IS RESPONSIBLE FOR REPAIR OF THOSE

ITEMS.

9. TEMPORARY TERMINATION OF SEWER LINES SHALL BE PLUGGED WATERTIGHT. THE END OF THE LINE SHALL BE MARKED WITH A TREATED 2 INCH X 4 INCH POST EXTENDING AT LEAST 18 INCHES ABOVE THE GROUND. THE TOP 6 INCHES SHALL BE PAINTED GREEN, AND THE CUT DEPTH TO THE LINE INVERT SHALL BE

SHOWN.

DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY FREDERICK COUNTY.

10. AFTER REMOVAL OF ALL TOPSOIL, THE SUBGRADE SHOULD BE PROOF ROLLED WITH APPROVED CONSTRUCTION EQUIPMENT PRIOR TO FILL REPLACEMENT. ALL SUBGRADE AREAS SHALL BE STABLE PRIOR TO FILL PLACEMENT. ALL FILL AND BASE MATERIAL SHALL BE COMPACTED TO 100% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698 (STANDARD PROCTOR). LANDSCAPED AREAS SHALL BE

COMPACTED TO 90% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE SAME STANDARD.

COMPACTION TESTING SHALL BE PERFORMED BY A QUALIFIED GEOTECHNICAL ENGINEER REGISTERED IN THE COMMONWEALTH OF VIRGINIA OR A QUALIFIED REPRESENTATIVE UNDER DIRECT SUPERVISION OF THE

ENGINEER.

11. ACCESS FOR EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES. TEMPORARY STREET SIGNS MUST BE POSTED AS CONSTRUCTION BEGINS. ACCESS TO FIRE HYDRANTS IS NOT TO BE IMPEDED AT ANY

TIME BY CONSTRUCTION MATERIALS, PARKED CARS ETC.

12. MANHOLE RIMS, VALVE BOXES, ETC. TO BE ADJUSTED TO MATCH PROPOSED ELEVATIONS SHOWN IN

THESE PLANS.

13. IF BLASTING IS REQUIRED THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY FIRE

DEPARTMENT PERMITS.

FREDERICK COUNTY PUBLIC UTILITIES:

1. THE CONTRACTOR SHALL COORDINATE WITH AND ARRANGE FOR INSPECTION BY PUBLIC UTILITIES.

2. WHEN AN EXISTING WATER (OR FORCED SEWER) MAIN IS TAPPED FOR THE INSTALLATION OF A NEW

LINE:

2.a. CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIAL.

2.b. THE CONTRACTOR MUST:

2.b.1. MAKE APPLICATION AND PAY DEPOSIT 2.b.2. MARK THE TAP LOCATION 2.b.3. COORDINATE INSTALLATION WITH THE ENGINEERING-ASSISTANT.

3. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES:

3.a. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE ENGINEERING

ASSISTANT.

3.b. SERVICE TAPS MAY BE MADE BEFORE PAYMENT OF FEES; HOWEVER, TAP FEES MUST BE PAID

PRIOR TO SETTING METERS OR ISSUANCE OF BUILDING PERMITS.

3.c. PROVISION AND INSTALLATION OF METERS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION

OF THE CITY'S PUBLIC SERVICES STANDARDS MANUAL.

3.d. CONTRACTOR SHALL MAKE ALL TAPS AND SERVICE LINE INSTALLATIONS. THE CONTRACTOR

SHALL FURNISH AND INSTALL THE METER VAULT ASSEMBLY. PUBLIC UTILITIES WILL INSTALL THE

METER.

3.e. CONTRACTOR WILL INSTALL ALL SEWER LATERALS.

PUBLIC UTILITIES TO REVIEW THE MECHANICAL PLAN(S) FOR DESIGN AND MATERIAL APPROVAL OF: 1) THE DOMESTIC WATER METER AND ITS BACKFLOW PREVENTION DEVICE, AND/OR 2) THE FIRE SERVICE LINE'S

BACKFLOW PREVENTION DEVICE.

GM GAS METER

TRANSPORTATION

SITE DEVELOPMENT SUMMARY

PIN # 42-5-D

ZONING RA RURAL RESIDENTIAL

SITE AREA 68.86 AC.

SITE LOCATION 161 APPLE PIE RIDGE RD.

DISTURBED AREA 0.19 AC.

CURRENT USE HIGH SCHOOL

PROPOSED USE HIGH SCHOOL

BUILDING SETBACKS REQUIRED PROVIDED

FRONT 60' 531.6'

SIDE 100' 133.59'

REAR 100' 224.1'

PARKING SETBACKS REQUIRED PROVIDED

FRONT 10' > 326'

SIDE 5' > 32'

REAR 5' > 185'

14 15 16 18 19 20 21 22 22 23 20 20 24

V V V

V V

V V V

12'SW

EXISTING BUILDING

JAMES WOOD HIGH SCHOOL

EXISTING ATHLETIC

FIELD HOUSE

0+00 1+00

2+0

3+00

7+00 8+00 9+00

10+00

11+00

12+00

13+00

14+00 14+47

.12

PT 1+75.22

PC 2+01.39

PT 2+91.88

PC 3+08.60

PT 4+73.61

PC 5+36.69

.05

.52

.84

.65

+6 8.6

+0 8.7

+0 6.6

0+00

1+00

3+00

5+00

6+00 7+00

.37

PT 2+15.19

PC 2+43.50

PT 2+88.25PC 3+43.86

.95

.10

PT 7+53.37

5 L

6' SW

PROPOSED

BUILDING ADDITION

ARCH VER. 01-17-2022

1 - TEMP. CLASSROOM

(RELOCATED)

STACKING - 1,170 LF

20'

22'

22' 22' 22'

22'

20'

10' 18'

9' 9' 9'

20'

20' 20' 20' 20'

20'

20' 20' 20' 20'

20' 20'

COVERED AREA

(SEE ARCHITECTURE)

COVERED AREA

(SEE ARCHITECTURE)

CANOPY

60.00'

.50

FFE=931.24

(ULE -2.67')

FFE=933.91'FFE=933.91'

FFE=933.91'

1 - TEMP. CLASSROOM

(RELOCATED)

1 - TEMP. CLASSROOM(RELOCATED)

1 - TEMP. CLASSROOM

(RELOCATED)35.00' 24

.00

35.00'

.00

'35.00'

35.00'

.00

6 - TEMP.

CLASSROOMS

(RELOCATED)

5' S/W

8' ACCESSIBLE ROUTE

. 8

' S

20'

'9'

20' 9'

+8 1.9

Ele v 9

.35

HP 7+97.27

Elev 918.62

LP 11+33.83

Elev 917.69

EXISTING BUILDING

JAMES W

OOD HIGH SCHOOL

PROPOSED BUILDING

ADDITION

ARCH VER. 01-17-2022\

EXISTING BUILDING

JAMES WOOD HIGH SCHOOL

PROPOSED BUILDING

ADDITION

ARCH VER. 01-17-2022

EXISTING BUILDING

JAMES W

OOD HIGH SCHOOL

12' DOUBLE

SWING GATE

6' GATE

SECURITY FENCE

REMOVABLE

BOLLARD

RAMP

HEEL STOP (TYP.)

FFE=933.91'

FFE=927.91

(ULE -6.00')

DOCK

STAIR

BOLLARDS

BOLLARD &

HC SIGN TYP.

FFE=919.24

(ULE -14.67')

FFE=919.24'

(ULE -14.67')

FFE=920.60 FFE=920.60'

12'SW

12'

DUMPSTERS

ASPHALT

CONCRETE

6' MASONRY SCREENING W

ALL

(SEE ARCHITECTURE)

2 RELOCATED FLAG POLES

INSTALLED BY CONTRACTOR

6' SCREENING W

ALL

(SEE ARCHITECTURE)

PASSENGER UNLOADING(NO PARKING)

0+00

1+00

2+00

7+00

11+00 11+42

PCC 2+63.29

PT 3+93.47

PC 4+34.12

PT 4+93.48

PC 5+71.94

PT 8+58.09

PC 10+09.32

+2 1.0

VEST VEST

PR. FENCE

CG-12B

CG-12A

CG-12B

-1

FFE=920.60

SAW-CUT AND REMOVE

EXISTING CONC SIDEWALK

NEW SIDEWALK

MATCH TO EX. FFE AT GYMNASIUM

531.6' SETBACK

322.8' SETBACK

1041.2' SETBACK

4.1

' S

R=200.00

R=100.00

R=1

.00

R=120 .00

R=200.00

R=1513.00

R=342.07

0.0

R=89.52

R=90.00

R=100.00

R=75.

R=85.00

CG-12C CG-12C

CG-12C

SWM

FACILITY

' D

CATCH

BASIN

BEG. HANDRAIL

DETL C-452

END. HANDRAIL

DETL C-452

MATCH EX CONCRETE

PR. GEN

CORRIDOR

6' ACCESSIBLE ROUTE

RAMP

8'DECK

CONC

.83

.35

.73

RAMP

6' GATE

6' OPAQUE GATE

(SEE ARCHITECTURE)

-1

2B 1-

-6

MATCH EX CURB

29.9'

18.4' 13.4'

DEPRESSED CURB

MOUNTABLE SWLK

8' DOUBLE

ING GATE

16' DOUBLE

SWING GATE

6' CLF

CONNECT TO

EX. FENCE

6' CLF

EXTEND FENCE TO

BUILDING FACE

CG-12

ACCESSIBLE ROUTE8.88'

HANDRAILDETL C-452

HANDRAIL

DETL C-452

HANDRAILDETL SKC-17A

METAL HANDRAIL(TYP. OF 4X)

5'W X 5'L

LANDING (2%)

5'W SIDEWALK

SLOPED TO MATCH EX.

GRADE AT NORTH END

NEW

DOOR

"ART B217B"

FFE = SEE NOTES (SKC-20)

PROVIDE SAW CUT EDGE

ALL AROUND WITH 12"ELASTOMERIC JOINT

6" CONC

RETAINING WALL

HANDRAIL

METAL HANDRAIL

(TYP. OF 4X)

22.250' [22'-3"] 24.000' [24']

22.250' [22'-3"]

22.250' [22'-3"] 24.000' [24']

22.000' [22']

22.000' [22']20'

20'

SUPPLEMENTAL PARKING = 135 STD SPACES

22.250' [22'-3"]

22.000' [22']

ERADICATE

EX MARKINGS

8 SPACES

331332333334335336337338339340341342343344345346347348349350351352353354355356357358

378377 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396

397398399400401402403404405406407408409410411412413414415416417418419

421420 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442

443444445446447448449450451452453454455456457458459460461462463464465

467466 468 469 470 471 472 473 474 475 476 477 478 479 480 481 482 483 484 485 486 487 488

0 91

8948968

908 906

90690

4916918

0 900 91

0 92

898 902 904

8 91

4 916 91

868 87

4 876 87

8 88 2 884 88

6 88 8 89

8 90

6 90

872 87

876 87 8 88

2 88 4 88 6 88 8 89

896 898

0 91

88688

SEE SHEET CS3000

EX. WATERLINE - 12" CL-52 DIP

FLOW HYDRANT

735 GPM

ELEVATION: 917'

10+00

13+00

14+00 15+00

16+00

17+00

18+00

CONNECTION (EX. WATER MAIN)

1 - CUT-IN 45° BEND

CONTRACTOR SHALL COORDINATE SERVICEINTERRUPTION AND CUT-IN WITH OWNER ANDFREDERICK WATER'S INSPECTOR

CONNECTION (EX. WATER MAIN)

1 - CUT-IN 45° BEND

1 - 12" GATE VALVE

CONTRACTOR SHALL COORDINATE SERVICEINTERRUPTION AND CUT-IN WITH OWNER ANDFREDERICK WATER'S INSPECTOR

ARV

PRESSURE HYDRANT

STATIC: 36 PSI

RESIDUAL: 33 PSI

ELEVATION: 900'

20' FREDERICK WATER ESMT

DEED: 220009853

EX. WATERLINE - 12" CL-52 DIP

FDC FDC

EX. METERS AND BACKFLOW PREVENTION TO REMAIN.DOMESTIC WATER METER (3" NEPTUNE R-900V4)DOMESTIC BACKFLOW (ZURN 375AST)FIRE BACKFLOW (10" AMES 3000SS)0+001+00 2+

MLP MLP MLP MLP MLP

MLP

18"

EHH

24"

12" TR.

18"

WPP

MLP

12"

36"

24"36"

10"10" 12"

10"

G R

EEN

O U

12"

10"

12"

12" 15"

15"

K BU

ILD

10" W /M

EHH

APPLE PIE R

G E R

VA S.R

. 739

VAR

IABLE W

R O

INST# 130000147

5.67 AC.

ZONE RA - RESIDENTIAL

TM 42-A-212

ANTHONY & KARA CIBOTTI

INST# 190000233

ZONE RA

TM 42-5-D2

FREDERICK COUNTY VIRGINIA

DB 508 PG 593

0.23 AC.

ZONE RA

RIP RAP

Dense Vegetation

. 1

2" W

LIN

. 8

" F

LIN

E (P

. 8

" F

LIN

E (P

WATER TANK

(FREDERICK WATER OWNED)

INST# 130000147

5.67 AC.

ZONE RA - RESIDENTIAL

TM 42-A-213

SARA Y. SMITH

INST# 130000147

5.67 AC.

ZONE RA - RESIDENTIAL

. S

TICKET BOOTH

(AS-BUILT 2022)

S4.1

RIM 916.13

INV IN=911.23

INV OUT=911.04 (S4)

RIM 889.69

INV IN=878.79 ()

INV OUT=878.59 (S6)

RIM 877.17

INV IN=871.67 (S7)

INV OUT=871.57 (S5)

217' OF 8" SDR-35 @ 3.19%

-3 5 @

.17

PIN 42-5-D

COUNTY SCHOOL BOARD OF

FREDERICK COUNTY VIRGINIA

DB 454 PG 438

ZONED: RA USE: SCHOOL

GREENHOUSEPOSSIBLE ROOF

DRAIN CLEANOUTS

(919.84) (919.82)

20' FREDERICK WATER ESMT

DEED: 220009853

\A cc ou nt s\R

M M

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N\ _S

S\ M

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RRMMX25002

AS NOTED

JPR

07-08-2026

DMBAPPROVED BY

DRAWN BY

DRAWING SCALE

DATE

PROJECT

ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES

ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE

PROJECT. THEY ARE NOT INTENDED OR REPRESENTED

TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON

THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER

PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION

OR ADAPTATION BY PENNONI ASSOCIATES FOR THE

SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS

SOLE RISK AND WITHOUT LIABILITY OR LEGAL

EXPOSURE TO PENNONI ASSOCIATES; AND OWNER

SHALL INDEMNIFY AND HOLD HARMLESS PENNONI

ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND

EXPENSES ARISING OUT OF OR RESULTING THEREFROM.

O N

S M

B E

D B

Y C

O N

O W

M U

E N

O F

C R

O C

H W

O R

Ea st

P ic ca di lly S tre et

W in ch es te r, VA

00 50' 100'

GRAPHIC SCALE 1"=50'

CS1000

NORTH

LIC

R, V

E S

W O

O D

H S

C H

O O

1 A

R D.

R, V

| G

U/G WATER LINE

U/G ELECTRIC LINE

U/G TELEPHONE LINE

U/G GAS MAIN

FENCE

ABBREVIATION DEFINITION

CLEAN OUT

DRAINAGE MANHOLE

FIRE HYDRANT

GUY ANCHOR

GAS LINE MARKER

GAS METER

GAS VALVE

INVERT

MANHOLE

METAL LIGHT POLE

METAL POST

REINFORCED CONCRETE PIPE

METAL SIGN POST

SURVEY LEGEND

MAILBOX

HANDICAP PARKING SIGN

NO PARKING SIGN

CORRUGATED METAL PIPE

ELECTRIC HANDHOLE

FINISHED FLOOR ELEVATION

POLYVINYLCHLORIDE PIPE

CHERRY

ELM

LOCUST

MAPLE

TREE

PEAR

PINE

SPRUCE

OAK

WATER METER

WOOD POST

SANITARY MANHOLE

WATER MANHOLE

WOOD POWER POLE

WATER VALVE

TRIPLET

WOOD SIGN POST

1. TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED JULY 9, 2021.

2. ANY UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE

LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE.

3. HORIZONTAL ORIENTATION IS BASED ON VA. NAD 83 NORTH ZONE STATE GRID; VERTICAL DATUM IS BASED ON NAVD 88

ELEVATIONS ESTABLISHED USING GPS METHODS.

Marsh & Legge Land Surveyors, P.L.C.

560 NORTH LOUDOUN STREET ~ WINCHESTER, VIRGINIA 22601

PHONE (540) 667-0468 ~ FAX (540) 667-0469 ~ EMAIL office@marshandlegge.com www.marshandlegge.com

PC 5+36.69

11+00

13+

20' FR

K W

ATER

ESM

EED

: 220009853

24"

WPP

DB 508 PG 593

0.23 AC.

ZONE RA

Dense Vegetation

. 1

2" W

LIN

WATER TANK

(FREDERICK WATER OWNED)

20' FREDERICK WATER ESMT

DEED: 220009853

10+00

11+00

12+00

13+00

14+0014+07

CONNECTION (EX. WATER MAIN)

1 - CUT-IN TEE CONNECTION

CONTRACTOR SHALL COORDINATE SERVICE

INTERRUPTION AND CUT-IN WITH OWNER AND

FREDERICK WATER'S INSPECTOR

CONNECTION (EX. WATER MAIN)

1 - CUT-IN 45° BEND

CONTRACTOR SHALL COORDINATE SERVICE

INTERRUPTION AND CUT-IN WITH OWNER AND

FREDERICK WATER'S INSPECTOR

20' FREDERICK WATER ESMT

PR. WATERLINE - 12" CL-52 DIP

PR. W

ATERLINE - 12" CL-52 DIP

GATE VALVE (TYP.)

PROPOSED DIRECT BURY

BOOSTER PUMP LIMIT OF DISTURBANCE

DISTURBED AREA: 7665.04 SF

PUMP STATION, SEE MECHANICAL

PLANS, SHEET P-1 FOR DETAILS

GENERATOR PAD

PUMP EQUIPMENT PAD

TRANSFORMER PAD

PROPOSED WATER LINE

HORIZONTAL SCALE: 1" = 25'

VERTICAL SCALE: 1" = 2.5'

10+00 11+00 12+00 13+00 14+00

° B

8.6

T-I

TIO

° B

1.5

° B

8.8

- S

. 1 2+

.73

- S

. 1 2+

.73

T-I

TIO

E -

48" MIN.

COVER (TYP.)

EX. GRADE

18" MIN.

CLEARANCE

. 1 1+

.31

PR. 12" CL-52 DIP WATER MAIN

. 1

2" C

L-5 2 D

. 1 3+

.80

18" MIN.

CLEARANCE

880 LP

1+00

2+0

3+00

.12

PT 1+75.22

PC 2+01.39

PT 2+91.88

PC 3+08.60

R=200.00

R=100.00

RIP RAP

876 87

2 884 88

2 88

4 88 6 88

LIMIT OF DISTURBANCE

DISTURBED AREA: 814.72 SF

REMOVE ±24 LF CURB

CG-9B

\A cc ou nt s\R

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E R

RRMMX25002

AS NOTED

JPR

07-08-2026

DMBAPPROVED BY

DRAWN BY

DRAWING SCALE

DATE

PROJECT

ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES

ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE

PROJECT. THEY ARE NOT INTENDED OR REPRESENTED

TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON

THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER

PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION

OR ADAPTATION BY PENNONI ASSOCIATES FOR THE

SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS

SOLE RISK AND WITHOUT LIABILITY OR LEGAL

EXPOSURE TO PENNONI ASSOCIATES; AND OWNER

SHALL INDEMNIFY AND HOLD HARMLESS PENNONI

ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND

EXPENSES ARISING OUT OF OR RESULTING THEREFROM.

O N

S M

B E

D B

Y C

O N

O W

M U

E N

O F

C R

O C

H W

O R

Ea st

P ic ca di lly S tre et

W in ch es te r, VA

00 25' 50'

GRAPHIC SCALE 1"=25'

CS3000

NORTH

LIC

R, V

E S

W O

O D

H S

C H

O O

1 A

R D.

R, V

| G

C, G

1. CONNECTIONS TO EXISTING MAIN SHALL BE CUT-IN BY CONTRACTOR.

2. CONNECTIONS TO EXISTING MAIN SHALL BE AS REQUIRED BY THE FREDERICK WATER

INSPECTOR. WATER SERVICE INTERRUPTION TO SCHOOL, WHILE CONNECTING

PROPOSED MAIN, SHALL BE COORDINATED WITH FCPS, FREDERICK WATER INSPECTOR,

AND THE FIRE MARSHAL.

3. CONNECTION ELEVATIONS TO EXISTING WATER MAINS BASED ON 4' MINIMUM ELEVATION

DEPTH AND BASED ON PREVIOUSLY APPROVED SITE PLAN #06-22, DATED APRIL 12, 2022.

CONTRACTOR TO VERIFY EXISTING ELEVATIONS.

4. NATURAL GAS LINE CROSSINGS ELEVATION BASED ON MINIMUM BURY DEPTH OF 3'.

CONTRACTOR TO VERIFY ELEVATION.

5. NEW 12" WATER MAIN SHALL BE SANITIZED AND TESTED IN ACCORDANCE WITH

FREDERICK WATER'S INSPECTOR PRIOR TO REMOVAL OF EXISTING MAIN.

6. RESTRAINED JOINTS SHALL BE UTILIZED IN ACCORDANCE WITH FREDERICK WATER'S

REQUIREMENTS.

7. EXISTING FREDERICK WATER FACILITIES SHALL BE REMOVED AND FURNISHED TO THE

FREDERICK WATER'S INSPECTOR AS REQUIRED.

cc ou nt s\R

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N\ _S

S\ M

M, B Y:

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Pe nn on i N

.st b

E R

RRMMX25002

AS NOTED

JPR

07-08-2026

DMBAPPROVED BY

DRAWN BY

DRAWING SCALE

DATE

PROJECT

ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES

ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE

PROJECT. THEY ARE NOT INTENDED OR REPRESENTED

TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON

THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER

PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION

OR ADAPTATION BY PENNONI ASSOCIATES FOR THE

SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS

SOLE RISK AND WITHOUT LIABILITY OR LEGAL

EXPOSURE TO PENNONI ASSOCIATES; AND OWNER

SHALL INDEMNIFY AND HOLD HARMLESS PENNONI

ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND

EXPENSES ARISING OUT OF OR RESULTING THEREFROM.

O N

S M

B E

D B

Y C

O N

O W

M U

E N

O F

C R

O C

H W

O R

Ea st

P ic ca di lly S tre et

W in ch es te r, VA

CS4500

LIC

R, V

E S

W O

O D

H S

C H

O O

1 A

R D.

R, V

| G

PANEL-A

TRANFORMER-A

PANEL-MP

ATS-MP

SVEC 200A METER

BASE/METER

NEW GENERATOR

CONCRETE PAD

MAINTAIN A MINIMUM OF

3'-0" CLEARANCE AROUND

ENTIRE GENERATOR.

NEW 100KW

GENERATOR

ELECTRICAL CONTRACTOR

TO COORDINATE WITH SVEC

FOR SIZE, TYPE, AND DEPTH

OF CONDUIT TO PROVIDE

AND INSTALL FOR SVEC

ELECTRICAL SERVICE.

ELECTRICAL CONTRACTOR TO COORDINATE

WITH SVEC. SVEC TO EITHER PROVIDE (3)

SINGLE PHASE TRANSFORMER ON POWER

POLE TO PROVIDE A 480 VOLT, 3-PHASE

SERVICE TO PUMP STATION OR SVEC TO

PROVIDE PRIMARY SERVICE FROM EXISTING

POWER POLE TO A PAD MOUNTED

TRANSFORMER NEXT TO EQUIPMENT RACK.

ELECTRICAL CONTRACTOR TO COORDINATE

WITH SVEC. SVEC TO EITHER PROVIDE (3)

SINGLE PHASE TRANSFORMER ON POWER

POLE TO PROVIDE A 480 VOLT, 3-PHASE

SERVICE TO PUMP STATION OR SVEC TO

PROVIDE PRIMARY SERVICE FROM EXISTING

POWER POLE TO A PAD MOUNTED

TRANSFORMER NEXT TO EQUIPMENT RACK.

BOOSTER PUMP

CONTROL PANEL

PROVIDE NEW CONDUIT AND WIRING

TO NEW PUMP, PUMP CONTROLS, PUMP

SENSORS. QUANTITY AND SIZE OF

CONDUITS AND WIRING AS REQUIRED

BY INSTALLATION MANUAL FROM FINAL

APPROVED MANUFACTURER OF PUMP &

PUMP CONTROLLER. ALL CONDUITS

ABOVE GRADE SHALL BE RIGID

CONDUIT. CONDUITS CAN TRANSITION

TO SCHEDULE 40 PVC BELOW GRADE,

BUT MUST TRANSITION TO

SUBMERSIBLE PUMP CABLE AT

THE PUMP.

GENERAL NOTES:

1. ALL MOTOR STARTERS WILL BE FURNISHED BY THE PUMP MANUFACTURER. THE MOTOR STARTERS SHALL BE

INTEGRAL TO THE PUMP CONTROL PANEL. WHERE MOTOR STARTERS ARE NOT INTEGRAL THE ELECTRICAL

CONTRACTOR SHALL INSTALL AND PROVIDE ALL CONNECTION BETWEEN PUMP CONTROL PANEL, MOTOR

STARTERS, AND PUMPS PER PUMP MANUFACTURER'S WIRING DIAGRAMS. ALL CONTROL AND INTERLOCK WIRING

FOR THE MOTOR STARTERS WILL BE BY THE PUMP CONTROLS CONTRACTOR.

2. LOAD SIDE CONDUCTOR AND CONDUIT SIZES FROM MOTOR STARTERS TO EQUIPMENT SHALL BE THE SAME AS LINE

SIDE CONDUCTORS AND CONDUIT.

3. CAREFULLY COORDINATE ALL ELECTRICAL EQUIPMENT LOCATIONS WITH DUCTWORK, PIPING AND MECHANICAL

EQUIPMENT. MAINTAIN ALL CLEARANCES AND SPACES REQUIRED BY THE NEC.

4. WHERE MULTIPLE CIRCUITS ARE COMBINED IN A SINGLE CONDUIT, DERATE CONDUCTORS PER THE NEC.

5. SEE SPECIFICATIONS FOR REQUIREMENTS REGARDING OVERSIZING CONDUCTORS FOR 1-POLE 15-AND 20-AMP

CIRCUITS TO REDUCE VOLTAGE DROP - THESE OVERSIZING REQUIREMENTS TAKE PRECEDENCE OVER THE WIRE

AND CONDUIT SIZES SHOWN IN THE PANEL SCHEDULES. OVERSIZED CONDUCTORS FOR VOLTAGE DROP ON OTHER

CIRCUITS ARE INDICATED IN THE PANEL SCHEDULES.

6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALL PANELBOARD FEEDER ENTRANCE

LOCATIONS (TOP, BOTTOM, SIDE).

7. PROVIDE ALL 120-VOLT POWER NEEDED FOR ALL LOW-VOLTAGE CONTROL EQUIPMENT AT THE PUMP STATION.

COORDINATE WITH THE PUMP CONTROLS CONTRACTOR.

8. FOR ALL EXTERIOR UNDERGROUND CONDUIT AND WIRING, CAREFULLY COORDINATE ALL WORK WITH EXISTING

SOIL CONDITIONS AND WITH EXISTING UTILITIES IN ORDER TO AVOID CONFLICTS. NOTIFY ENGINEER IF ROUTING

MUST BE DIFFERENT FROM WHAT IS SHOWN ON THE DRAWINGS.

9. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING BID IN ORDER TO VERIFY ALL EXISTING

CONDITIONS, TO DETERMINE THE FULL EXTENT OF ELECTRICAL WORK REQUIRED. THE CONTRACTOR SHALL BE

FULLY RESPONSIBLE TO COORDINATE ALL ELECTRICAL WORK WITH NEW PIPING, CONDUIT, ETC. NO CHANGE

ORDERS WILL BE APPROVED FOR ADDITIONAL WORK DUE TO THE CONTRACTOR NEGLECTING TO VISIT THE SITE

AND GATHER ALL NECESSARY INFORMATION.

1 PLAN NOTE DESIGNATION.

NOTES (ELECTRICAL LEGEND):

1. THESE ARE STANDARD ELECTRICAL SYMBOLS AND MAY NOT ALL APPEAR ON THE PROJECT

DRAWINGS. HOWEVER, WHEREVER AN ELECTRICAL SYMBOL APPEARS ON THE PROJECT

DRAWINGS, THE ITEM SHALL BE FURNISHED AND INSTALLED.

2. MOUNTING HEIGHTS NOTE IN THIS SCHEDULE ARE FROM FINISHED FLOOR TO TOP OF

OUTLET OR EQUIPMENT, UNO. WHERE THE MOUNTING HEIGHT INDICATED ON THE

DRAWINGS IS DIFFERENT FROM THE LEGEND, THE DRAWING TAKES PRECEDENT. SEE

DRAWINGS FOR MOUNTING HEIGHTS NOT INDICATED IN THE LEGEND. MOUNTING HEIGHT

NOTED ON THE DRAWINGS ARE FROM FINISHED FLOOR TO TOP OF DEVICE.

3. REFER TO DETAILS ON DRAWINGS FOR ADDITIONAL INFORMATION.

1 REVISION DESIGNATION.

MTG. HGT. SYMBOL DESCRIPTION

OHE OVERHEAD ELECTRICAL.

DIRECT CONNECTION TO EQUIPMENT.

GROUND CONNECTION.

208/120 VOLT SURFACE MOUNTED PANELBOARD.5'-0" TO TOP

480/277 VOLT SURFACE MOUNTED PANELBOARD.5'-0" TO TOP

ELECTRICAL LEGEND

UGE UNDERGROUND ELECTRICAL.

D A

T E

D R

A W

P R

O J E

C T

D E

N E

C H

E C

K E

M A

R K

R E

D A

T E

B Y

D E

0' 4' 8' 16'

3/32 = 1'-0"

0' 1" 2" 3"

6" = 1'-0"

0' 2" 4" 6"

3" = 1'-0"

5"3"1"0' 3" 6" 1'

1 1/2" = 1'-0"

9"0' 6" 1' 1.5'

1" = 1'-0"

3" 9"0' 1' 2'

3/4" = 1'-0"

6"0' 1' 2' 3'

1/2" = 1'-0"

6"0' 1' 2' 4'

3/8" = 1'-0"

3'0' 2' 4' 6'

1/4" = 1'-0"

0' 4' 8' 12'

1/8" = 1'-0"

0' 8' 16' 24'

1/16" = 1'-0"

4'0' 16' 32' 48'

1/32" = 1'-0"

SHEET

P R

O J E

C T

D R

A W

1 2 3 4 5

P R

O J E

C T

D R

A W

P P

L E

G E

R O

A D

C H

E S

T E

V A

F R

E D

E R

C O

U N

T Y

P U

B L

S C

H O

O L S

J A

M E

S W

O O

D H

S C

H O

O L

E W

W A

T E

R P

U M

P S

T A

-6

C O M M O

N W

LTH OF

G I N I A

P R O

F E

SS IONAL E

N G

E R E

07/08/26

ELECTRICAL SITE PLAN

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

PLAN NOTES:

1. BOOSTER PUMP STATION EQUIPMENT RACK: INSTALL NEW ATS-MP, PANEL-MP, PUMP CONTROL PANEL, TRANSFORMER-A, AND PANEL-A ON THE EQUIPMENT RACK. REFER TO PANEL SCHEDULES ON SHEET E-3 AND

PROVIDE POWER TO PUMP STATION EQUIPMENT, WHICH INCLUDES, BUT IS NOT LIMITED TO:

1.1. RECEPTACLES:

1.1.1. PROVIDE (2) GROUND FAULT TYPE DUPLEX 20A RATED RECEPTACLES ON THE EQUIPMENT RACK.

RECEPTACLES SHALL BE GRAY IN COLOR AND PROVIDED A WHILE-IN-USE WEATHER-PROOF COVERPLATE.

1.2. LIGHTING (PERFORMANCE SPECIFICATION):

1.2.1. PROVIDE (4) NEW LED LIGHT FIXTURES TO BE MOUNTED UNDER NEW ROOF CANOPY. LED LIGHT FIXTURES

SHALL BE 6000 LUMEN, 5000 KELVIN COLOR TEMPERATURE, RATED FOR DAMP LOCATION, RATED FOR

COLD WEATHER OPERATION, PROVIDED WITH POLYCARBONATE LENS. VERIFY WITH OWNER IF INTEGRAL

PHOTOSENSORS ARE REQUIRED IN EACH LIGHT FIXTURE.

1.2.2. PROVIDE TOGGLE TYPE 20A RATED SWITCH ON THE EQUIPMENT RACK FOR THE EXTERIOR LIGHT

FIXTURES. LIGHT SWITCH SHALL BE GRAY IN COLOR AND PROVIDED WITH WEATHER-PROOF

COVERPLATE.

1.3. BOOSTER PUMP STATION CONTROL PANEL:

1.3.1. PROVIDE WIRING FROM PANEL-MP TO PUMP MOTOR STARTER (INTEGRAL TO PUMP CONTROL PANEL) AND

THEN TO THE PUMP. PROVIDE TYPE OF WIRING/CONDUIT TO PUMPS AS REQUIRED BY THE PUMP

MANUFACTURER'S INSTALLATION INSTRUCTIONS.

1.3.2. PROVIDE POWER TO ANY UPS'S PROVIDED FOR ANY OF THE CONTROL EQUIPMENT.

1.3.3. PUMP CONTRACTOR/INSTALLER TO PROVIDE ALL LOW-VOLTAGE WIRING TO SENSORS, METERS, AND

CONTROL PANELS.

1.3.4. BOOSTER PUMP STATION ALARMS. NOTE POWER TO THIS EQUIPMENT IS NOT SHOWN IN PANEL

SCHEDULES (MAY OR MAY NOT BE PROVIDED). WHERE IT IS PROVIDED, UTILIZE SPARE BREAKERS AND

PROVIDE CONDUIT AND WIRING AS REQUIRED BY THE MANUFACTURER'S WIRING DIAGRAMS.

1.3.5. BOOSTER PUMP STATION COMMUNICATION EQUIPMENT. NOTE POWER TO THIS EQUIPMENT IS NOT

SHOWN IN PANEL SCHEDULES (MAY OR MAY NOT BE PROVIDED). WHERE IT IS PROVIDED, UTILIZE SPARE

BREAKERS AND PROVIDE CONDUIT AND WIRING AS REQUIRED BY THE MANUFACTURER'S WIRING

DIAGRAMS.

1.3.6. PROVIDE AN AUTO-DIALER TO CALL OUT HIGH-LEVEL ALARMS AT THE BOOSTER PUMP STATION TO FCPS

OR TO A MONITORING FACILITY IF REQUIRED BY FCPS. PROVIDE HARDWARE TO BE ABLE TO DIAL OUT

THROUGH A CELLULAR WIRELESS NETWORK SYSTEM.

1.3.7. COORDINATE WITH PUMP CONTRACTOR/ INSTALLER TO PROVIDE ANY LINE-VOLTAGE POWER

CONNECTION/WIRING TO ALL PUMP EQUIPMENT AT THE PUMP STATIONS NOT MENTIONED ABOVE.

2. GENERATOR CONTROLS SHALL BE CAPABLE OF CONNECTING TO THE PLC ON THE EQUIPMENT RACK SO THAT ANY

ALARM CONDITIONS FROM THE GENERATOR AND BE MONITORED BY PLC AND REPORT AS AN ALARM CONDITION.

3. GENERATOR EMERGENCY STOP STATION. MOUNT EMERGENCY STOP STATION ON BACK SIDE OF EQUIPMENT RACK

WITH 1" RIGID CONDUIT EXTENDING DOWN BELOW GRADE AND TURN UP INTO THE BOTTOM OF THE GENERATOR TO

THE CONTROL PANEL. PROVIDE LOW-VOLTAGE CONTROL WIRING AS REQUIRED BY THE MANUFACTURER. PROVIDE

SIGNAGE ABOVE STOP STATION AS REQUIRED BY NFPA 110. DO NOT INSTALL EMERGENCY STOP STATION ON THE

SIDE OF THE GENERATOR.

W A

E L E

C T

A L S

P L A

E-1

GROUND

NEUTRAL

SECONDARY

A B C

PRIMARY

NO SCALE

3-PHASE DRY-TYPE TRANSFORMER

CONNECTION SCHEMATIC

SUPPLY-SIDE

BONDING JUMPER:

#8 AWG COPPER

GROUND

SYSTEM MAIN BONDING JUMPER:

#8 AWG COPPER GROUND

GROUNDING ELECTRODE

CONDUCTOR: #8 AWG

COPPER GROUND IN 1"

SCHEDULE 40 PVC CONDUIT

NEAREST GROUNDING ELECTRODE

PER NEC 250.30 (A) (4), INCLUDING

EXCEPTION NO. 1

EQUIPMENT GROUNDING

CONDUCTOR FROM

SECONDARY FEEDER

FIRST SECONDARY

DISCONNECTING MEANS

ENCLOSURE

EQUIPMENT GROUNDING

CONDUCTOR FROM

PRIMARY FEEDER

NOTES:

NO. 4 BARS 12" OC

1" CHAMFER

PLAN VIEW

FINISHED GRADE

ELEVATION VIEW

1. CONCRETE PAD BASIS OF DESIGN MANUFACTURER RECOMMENDATIONS: USE 2500 PSI WITH #4 REBAR ON 12"

CENTERS AND AN 6.5" THICK PAD FOR SUPPORTING GENERATOR. CONFIRM CONCRETE PAD DETAILS WITH

STRUCTURAL ENGINEER. BASIS OF DESIGN WEIGHT OF GENERATOR PLUS ENCLOSURE IS APPROXIMATELY 4122 LBS.

2. PROVIDE MINIMUM OF 4 FEET OF CLEARANCE AROUND ALL 4 SIDES OF THE GENERATOR PAD FOR MAINTENANCE AND

AIR FLOW.

3. ANCHOR THE GENERATOR FUEL TANK TO THE CONCRETE PAD PER MANUFACTURER'S RECOMMENDATIONS.

COORDINATE WITH THE GENERATOR MANUFACTURER AND THE FINAL APPROVED GENERATOR SHOP DRAWING FOR

EXACT LOCATIONS ON THE GENERATOR FOR ANCHOR ATTACHMENTS.

4. INSTALL GENERATOR SO EXHAUST OF GENERATOR IS FURTHEST FROM THE BUILDING.

5. (*) DIMENSIONS FOR THE CONCRETE PAD SHALL BE DETERMINED BY THE DIMENSIONS OF FINAL APPROVED

GENERATOR SHOP DRAWING SOUND ATTENUATED/WEATHER-PROOF ENCLOSURE AND SHALL EXTEND 1 FOOT

BEYOND OUTER EDGES OF THE ENCLOSURE ON ALL FOUR SIDES.

6. (+) DIMENSIONS FOR STUB UP LOCATIONS SHALL BE DETERMINED BY THE SPECIFIC REQUIREMENTS OF THE FINAL

APPROVED GENERATOR SHOP DRAWING. COORDINATE WITH OWNER PRIOR TO POURING PAD.

LOW-VOLTAGE CONDUIT

STUB UP AREA

PRIMARY CIRCUIT

BREAKER CONDUIT

STUB UP AREA

SECONDARY CIRCUIT

BREAKER CONDUIT

STUB UP AREA

2-1/2"

NO SCALE

GENERATOR CONCRETE PAD - DETAIL

GROUNDING SCHEMATIC GENERAL NOTES:

1. ALL GROUND ROD CONNECTIONS SHALL BE EXOTHERMIC WELD. THE GROUND ROD SHALL BE EXTERIOR TO THE

BUILDING AS CLOSE TO THE SERVICE ENTRANCE EQUIPMENT WITH MAIN DISCONNECT SWITCH IN ATS-MP AS

POSSIBLE.

2. ALL CONDUCTORS SHALL BE AS SHOWN, EXCEPT WHERE NEC ARTICLE 250 SPECIFICALLY REQUIRES OTHERWISE.

3. GROUNDING ELECTRODE CONDUCTORS SHALL BE IN CONDUIT WHEN REQUIRED BY NEC 250.64(B).

4. WHERE GROUND CONDUCTORS ARE NOT SIZED ON THIS PLAN REFER TO THE NEC FOR THE CODE REQUIRED SIZES.

5. REFER TO NEC ARTICLE 250 FOR ANY ADDITIONAL CODE REQUIRED GROUNDING REQUIREMENTS NOT NOTED HERE.

TO COMMUNICATION SERVICE

EQUIPMENT, COORDINATE WITH

OWNER AND OWNER'S

COMMUNICATION PROVIDER.

SUPPLY SIDE BONDING JUMPER:

SIZED PER NEC TABLE 250.102 (C)

(1) & 250.102(C) #4 AWG COPPER

CONDUCTOR

MAIN BONDING JUMPER: SIZED

PER NEC TABLE 250.102 (C) (1) &

250.28 (D) #4 AWG COPPER

CONDUCTOR

ENCLOSURE FOR MAIN

PANEL-MP

EQUIPMENT GROUND BAR IN

MAIN PANEL- MP

NEUTRAL BUS IN MAIN

PANEL-MP

BONDING JUMPER: #6

AWG INSULATED

COPPER

CONDUCTOR.

GROUNDING SCHEMATIC

NO SCALE

GROUND ELECTRODE:

ROD AS REQUIRED BY

NEC 250.52(A)(5) AND

250.53(A)(B)(C)(G).

10'-0" COPPER

GROUND ROD.

GROUNDING ELECTRODE

CONDUCTOR: SIZED PER

NEC TABLE 250.66, #4 AWG

COPPER CONDUCTOR

PLAN VIEW

NOTES:

#4 AWG BARE COPPER

CONDUCTOR BURIED 24"

BELOW FINAL FINISHED GRADE.

(TYPICAL OF 4)

GENERATOR SET

FRAME

GENERATOR

CONCRETE PAD

BOND TO GENERATOR SET

FRAME (TYPICAL OF 4)

#4 AWG BARE COPPER

CONDUCTOR BURIED 24" BELOW

FINAL FINISHED GRADE AND TURN

UP INTO ELECTRICAL STUB-UP

AREA AND CONNECT TO

GENERATOR'S NEUTRAL BUS.

CONDUIT STUB-UP OPENINGS,

REFER TO GENERATOR

CONCRETE PAD FOR FURTHER

DETAILS

EXOTHERMIC

WELD

#4 AWG BARE COPPER

CONDUCTOR BURIED 24" BELOW

FINAL FINISHED GRADE.

(TYPICAL OF 4)

EXOTHERMIC WELDS

TO GROUND ROD

(TYPICAL OF 4)

GROUND ROD

(TYPICAL OF 4)

1. GROUND RODS SHALL BE STEEL WITH COPPER WELDED EXTERIOR, 3/4" DIAMETER AND 10 FEET LONG. DRIVE EACH GROUND ROD VERTICALLY IN

THE SOIL SO THE TOP OF THE GROUND ROD IS 2 FEET BELOW FINAL FINISHED GRADE LEVEL OR BELOW THE PERMANENT MOISTURE LEVEL, WHICH

EVER IS DEEPER. GROUND ROD SHALL BE INSTALLED SO THAT A MINIMUM OF 8 FEET OF THE 10 FEET LENGTH IS IN CONTACT WITH SOIL, NOT ROCK.

2. UTILIZE AN EXOTHERMIC WELDING PROCESS TO CONNECT THE GROUND CONDUCTORS TO THE GROUND RODS ALONG WITH ANY OTHER

UNDERGROUND, INACCESSIBLE, OR CONCEALED GROUNDING CONNECTIONS.

GENERATOR GROUNDING SCHEMATIC

NO SCALE

NEW GROUNDING ELECTRODE

CONDUCTOR: #4 AWG COPPER

GROUND IN 1" SCHEDULE 40 PVC

CONDUIT (BELOW GRADE).

CONNECT TO NEUTRAL BAR IN ATS.

NEW GROUND

ELECTRODE GROUND

ROD: 3/4" DIAMETER, 10

FEET LONG, STEEL WITH

COPPER WELDED

EXTERIOR. INSTALL A

MINIMUM OF 2 FEET

BELOW FINISHED GRADE

AND PROVIDE

EXOTHERMIC WELD TO

GROUND ELECTRODE

CONDUCTOR. WHERE

NECESSARY DRIVE

ADDITIONAL GROUND

RODS TILL GROUND

RESISTANCE IS 25 OHMS

OR LESS.

FINISHED

GRADE

(3) NEW SVEC POLE MOUNTED

SINGLE-PHASE TRANSFORMERS

TO PROVIDE 480Y/277 VOLT,

3-PHASE, 4-WIRE, 60HZ

ELECTRICAL SERVICE

EXISTING SVEC

ELECTRIC

POWER POLE

NO SCALE

NEW BOOSTER PUMP STATION EQUIPMENT RACK - RISER DIAGRAM

GRADE

NEW DIESEL GENERATOR

TYPE 10, LEVEL 2, CLASS 48, 100

KW, 125 KVA, 480Y/277V, 150A,

3-PHASE, 4-WIRE, 60HZ, 25KAIC

STANDBY EMERGENCY DIESEL

ENGINE GENERATOR WITH A

SOUND ATTENUATED WEATHER

-PROOF RATED ENCLOSURE

WITH 48 HOUR SUB-BASE FUEL

TANK, GENERATOR AND

HOUSING SHALL BE LISTED TO

UL2200, PAD MOUNTED, TIER

RATING REQUIRED TO MEET

CURRENT EPA REQUIREMENTS.

LOAD BANK:

PROVIDE FULL LOAD CIRCUIT BREAKER

FOR LOAD BANK TO BE CONNECTED FOR

COMMISSIONING AND FUTURE FULL

LOAD TESTS OF THE GENERATOR.

ATS-MP:

200 AMPS

REFER TO GENERATOR

CONCRETE PAD DETAIL.

NEW 200A FEEDER:

(4) #3/0 AWG COPPER,

(1) #6 AWG COPPER

GROUND, IN 2"

SCHEDULE 80 PVC

CONDUIT (BELOW

GRADE).

NEW GROUNDING

ELECTRODE

CONDUCTOR: #4 AWG

COPPER GROUND IN

1" SCHEDULE 40 PVC

CONDUIT (BELOW

GRADE). CONNECT

TO NEUTRAL BAR IN

PANEL-A.

NEW GENERATOR

LOW-VOLTAGE CONTROL

CONDUIT AND WIRING. CONDUIT

SHALL BE 1-1/2" SCHEDULE 80

PVC CONDUIT (BELOW GRADE).

CONTROL WIRING TO BE

SPECIFIED BY GENERATOR

MANUFACTURER AND PROVIDED

AND INSTALLED BY ELECTRICAL

CONTRACTOR.

NEW GENERATOR ACCESSORIES

BRANCH CIRCUITS: GENERATOR

BATTERY CHARGER AND GENERATOR

BLOCK HEATER. REFER TO PANEL-A

PANEL SCHEDULE FOR QUANTITY AND

SIZE OF CONDUCTORS. RUN BOTH

CIRCUIT IN SAME 1" SCHEDULE 80 PVC

CONDUIT (BELOW GRADE).

REFER TO GENERATOR

GROUNDING SCHEMATIC.

PROVIDE NEW CONDUIT AND WIRING TO NEW

PUMP, PUMP CONTROLS, PUMP SENSORS.

QUANTITY AND SIZE OF CONDUITS AND WIRING

AS REQUIRED BY INSTALLATION MANUAL FROM

MANUFACTURER OF PUMP CONTROLLER. ALL

CONDUITS ABOVE GRADE SHALL BE RIGID

CONDUIT. CONDUITS CAN TRANSITION TO

SCHEDULE 40 PVC BELOW GRADE, BUT MUST

TRANSITION TO SUBMERSIBLE PUMP CABLE.

GRADE

NEW BOOSTER

PUMP CONTROL

PANEL

480V, 3-PHASE,

75HP, NEMA-3R,

SURFACE MTD,

INTEGRAL VFD

SPACE FOR NEW

LOW-VOLTAGE

EQUIPMENT.

(4) NEW LED

LIGHT FIXTURES.

REFER TO EQUIPMENT RACK

MOUNTED DETAIL ON SHEET

E102 FOR MORE DETAILS.

ALL CONDUITS ABOVE GRADE

SHALL BE RIGID CONDUIT.

1.2

ATS-MP

480Y/277V, 3-PHASE,

4-WIRE, 4-POLE, 200A,

NEMA-3R, SERVICE

ENTRANCE RATED,

OPEN TRANSITION,

SURFACE MTD,

25KAIC, (NEC 702)

NEW PANEL-MP

480Y/277V, 3-PHASE, 4-WIRE,

60HZ, 250A MLO,

18 POLE, TOP

FED, NEMA-3R,

SURFACE MTD,

25KAIC, SPD

NEW

TRANSFORMER-A

480-208/120V

15KVA,

NEMA-3R

NEW PANEL-A

208Y/120V, 3-PHASE, 4-WIRE,

60HZ, 50A MCB,

18-POLE, TOP

FED, NEMA-3R,

SURFACE MTD,

10KAIC, SPD

LIGHT SWITCH

WITH

WEATHER-PROOF

COVERPLATE.

GROUND FAULT QUAD

RECEPTACLE WITH

WEATHER-PROOF

COVERPLATE.

1.1

1.2

ELECTRIC SERVICE CONDUCTORS TO

BE PROVIDED AND INSTALLED BY

SVEC. ELECTRICAL CONTRACTOR TO

COORDINATE WITH SVEC AND

PROVIDE QUANTITY, SIZE, AND TYPE

CONDUITS AS REQUIRED BY SVEC.

NEW SVEC 200A

METER/METER

BASE.

NEW 200A FEEDER:

(4) #3/0 AWG

COPPER, (1) #6 AWG

COPPER GROUND,

IN 2" CONDUIT.

NEW 50A FEEDER: (4) #8 AWG COPPER,

(1) #10 AWG COPPER GROUND, IN 1" CONDUIT.

1.3

ELECTRICAL CONTRACTOR TO COORDINATE WITH SVEC. SVEC TO EITHER PROVIDE (3) SINGLE PHASE TRANSFORMER

ON POWER POLE TO PROVIDE A 480 VOLT, 3-PHASE SERVICE TO PUMP STATION OR SVEC TO PROVIDE PRIMARY

SERVICE FROM EXISTING POWER POLE TO A PAD MOUNTED TRANSFORMER NEXT TO EQUIPMENT RACK.

D A

T E

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A W

P R

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C T

D E

N E

C H

E C

K E

M A

R K

R E

D A

T E

B Y

D E

0' 4' 8' 16'

3/32 = 1'-0"

0' 1" 2" 3"

6" = 1'-0"

0' 2" 4" 6"

3" = 1'-0"

5"3"1"0' 3" 6" 1'

1 1/2" = 1'-0"

9"0' 6" 1' 1.5'

1" = 1'-0"

3" 9"0' 1' 2'

3/4" = 1'-0"

6"0' 1' 2' 3'

1/2" = 1'-0"

6"0' 1' 2' 4'

3/8" = 1'-0"

3'0' 2' 4' 6'

1/4" = 1'-0"

0' 4' 8' 12'

1/8" = 1'-0"

0' 8' 16' 24'

1/16" = 1'-0"

4'0' 16' 32' 48'

1/32" = 1'-0"

SHEET

P R

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C T

D R

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1 2 3 4 5

P R

O J E

C T

D R

A W

P P

L E

G E

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A D

C H

E S

T E

V A

F R

E D

E R

C O

U N

T Y

P U

B L

S C

H O

O L S

J A

M E

S W

O O

D H

S C

H O

O L

E W

W A

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R P

U M

P S

T A

-6

C O M M O

N W

LTH OF

G I N I A

P R O

F E

SS IONAL E

N G

E R E

07/08/26

PLAN NOTES:

1. BOOSTER PUMP STATION EQUIPMENT RACK: INSTALL NEW ATS-MP, PANEL-MP,

PUMP CONTROL PANEL, TRANSFORMER-A, AND PANEL-A ON THE EQUIPMENT

RACK. REFER TO PANEL SCHEDULES ON SHEET E-3 AND PROVIDE POWER TO

PUMP STATION EQUIPMENT, WHICH INCLUDES, BUT IS NOT LIMITED TO:

1.1. RECEPTACLES:

1.1.1. PROVIDE (2) GROUND FAULT TYPE DUPLEX 20A RATED

RECEPTACLES ON THE EQUIPMENT RACK. RECEPTACLES SHALL BE

GRAY IN COLOR AND PROVIDED A WHILE-IN-USE WEATHER-PROOF

COVERPLATE.

1.2. LIGHTING (PERFORMANCE SPECIFICATION):

1.2.1. PROVIDE (4) NEW LED LIGHT FIXTURES TO BE MOUNTED UNDER

NEW ROOF CANOPY. LED LIGHT FIXTURES SHALL BE 6000 LUMEN,

5000 KELVIN COLOR TEMPERATURE, RATED FOR DAMP LOCATION,

RATED FOR COLD WEATHER OPERATION, PROVIDED WITH

POLYCARBONATE LENS. VERIFY WITH OWNER IF INTEGRAL

PHOTOSENSORS ARE REQUIRED IN EACH LIGHT FIXTURE.

1.2.2. PROVIDE TOGGLE TYPE 20A RATED SWITCH ON THE EQUIPMENT

RACK FOR THE EXTERIOR LIGHT FIXTURES. LIGHT SWITCH SHALL BE

GRAY IN COLOR AND PROVIDED WITH WEATHER-PROOF

COVERPLATE.

1.3. BOOSTER PUMP STATION CONTROL PANEL:

1.3.1. PROVIDE WIRING FROM PANEL-MP TO PUMP VFDs (INTEGRAL TO

PUMP CONTROL PANEL) AND THEN TO THE PUMP. PROVIDE TYPE

OF WIRING/CONDUIT TO PUMP AS REQUIRED BY THE PUMP

MANUFACTURER'S INSTALLATION INSTRUCTIONS.

1.3.2. PROVIDE POWER TO ANY UPS'S PROVIDED FOR ANY OF THE

CONTROL EQUIPMENT.

1.3.3. PUMP CONTRACTOR/INSTALLER TO PROVIDE ALL LOW-VOLTAGE

WIRING TO SENSORS, METERS, AND CONTROL PANELS.

1.3.4. BOOSTER PUMP STATION ALARMS. NOTE POWER TO THIS

EQUIPMENT IS NOT SHOWN IN PANEL SCHEDULES (MAY OR MAY NOT

BE PROVIDED). WHERE IT IS PROVIDED, UTILIZE SPARE BREAKERS

AND PROVIDE CONDUIT AND WIRING AS REQUIRED BY THE

MANUFACTURER'S WIRING DIAGRAMS.

1.3.5. BOOSTER PUMP STATION COMMUNICATION EQUIPMENT. NOTE

POWER TO THIS EQUIPMENT IS NOT SHOWN IN PANEL SCHEDULES

(MAY OR MAY NOT BE PROVIDED). WHERE IT IS PROVIDED, UTILIZE

SPARE BREAKERS AND PROVIDE CONDUIT AND WIRING AS

REQUIRED BY THE MANUFACTURER'S WIRING DIAGRAMS.

1.3.6. PROVIDE AN AUTO-DIALER TO CALL OUT HIGH-LEVEL ALARMS AT

THE BOOSTER PUMP STATION TO FCPS OR TO A MONITORING

FACILITY IF REQUIRED BY FCPS. PROVIDE HARDWARE TO BE ABLE

TO DIAL OUT THROUGH A CELLULAR WIRELESS NETWORK SYSTEM.

1.3.7. COORDINATE WITH PUMP CONTRACTOR/ INSTALLER TO PROVIDE

ANY LINE-VOLTAGE POWER CONNECTION/WIRING TO ALL PUMP

EQUIPMENT AT THE PUMP STATIONS NOT MENTIONED ABOVE.

2. GENERATOR CONTROLS SHALL BE CAPABLE OF CONNECTING TO THE PLC ON

THE EQUIPMENT RACK SO THAT ANY ALARM CONDITIONS FROM THE

GENERATOR AND BE MONITORED BY PLC AND REPORT AS AN ALARM

CONDITION.

W A

E L E

C T

A L D

E T

E-2

STRUCTURE OR FINISHED CEILING

AREA ABOVE DEDICATED SPACE SHALL BE PERMITTED

TO CONTAIN FOREIGN SYSTEMS, PROVIDED

PROTECTION IS INSTALLED TO AVOID DAMAGE TO THE

ELECTRICAL EQUIPMENT FROM CONDENSATION,

LEAKS, OR BREAKS IN SUCH FOREIGN SYSTEMS.

NO PIPING, DUCTS, LEAK PROTECTION APPARATUS,

OR OTHER EQUIPMENT FOREIGN TO THE

ELECTRICAL INSTALLATION SHALL BE LOCATED IN

THIS DEDICATED WORKING SPACE ZONE.

SPRINKLER PROTECTION IS PERMITTED FOR THE

DEDICATED SPACES AS LONG AS THE SPRINKLER

OR OTHER SUPPRESSION SYSTEM PIPING

COMPLIES WITH NEC 110.26(E)(1)(c).

SWITCHBOARD, DISTRIBUTION PANEL,

PANELBOARD, MOTOR CONTROL CENTER,

DISCONNECT SWITCHES, ENCLOSED CIRCUIT

BREAKERS, MOTOR STARTERS, AFDS OR VFDS,

ANY CONTROL PANEL WITH 120 VOLT POWER.

DEDICATED

WORKING

SPACE

EQUAL TO

6'-0" OR TO

STRUCTURE

WHICHEVER

IS LOWER

DEDICATED

WORKING

SPACE

EQUAL TO

DEPTH OF

EQUIPMENT

6'-6"

MINIMUM OR

EQUAL TO

HEIGHT OF

EQUIPMENT

DEDICATED

WORKING

SPACE

DEDICATEDWORKINGSPACE

MINIMUM 30" O

EQUAL TO WIDTH

OF EQUIPMENT

REFER TONEC TABLE110.26(A)(1)ELECTRICAL WORKING SPACE DETAIL

SCALE: NONE

208Y/120V

SURFACE

YES

PUMP STATION CONTROL PANEL

SPD

SPARE

LIGHTS

LOAD SERVED

INTERRUPT RATING:

SPD

SPARE

RECEPTACLES

MOUNTING:

VOLTAGE:

SOLID NEUTRAL:

.23

10,000 AIC

1.73 1.59

SPARE

SPACE ONLY

-.2

-.03

N .03

DMD

N30/3

20/1

BKR

-.03

.2L 1.5

.36 1.2

-SPACE ONLY

20/1

BKR

20/1

SPACE ONLY

GENERATOR BATTERY CHARGER

GENERATOR ENGINE BLOCK HEATER

LOAD SERVED

BUS RATING:

MAIN:

SYSTEM: 3PH, 4W

PANEL A

100A

GROUND BUS:

INTEGRAL SPD:

YES

LOADS ( )

LIGHTING

REC TO 10 KVA

REC REMAINING

LARGEST MOTOR

SPACE HEATING

KITCHEN EQUIPMENT

CONNECTED

.36

DEMAND

1.25

1.0

0.5

1.0

0.25

0.0

1.0

1.25

.25

.36

.25

FACTOR

TOTAL CONNECTED LOAD

MIN. FEEDER / PANEL CAPACITY

2.79 1.0 2.79

CONTINUOUS

NON-CONTINUOUS

DEMAND

10.13.7

3.6 9.9

AMPSKVA

KVA AMPS

CKT

DMD

KVA

DEMAND 0 1.0 0

OVERALL DEMAND FACTOR 1.03

50A MCB YES

3/4"

#10

3/4"

COND

#12

PHASE NEUT GND

#10

#12

#12 #12

#12

#10

#12

NEUT

#12

PHASE COND

1"#12

#12

GND

#12

LOADS (KVA)

WATER HEATING

AIR CONDITIONING 0

CONNECTED

DEMAND

FACTOR

1.0

DEMAND

NON-SEASONAL MOTORS

L1 L2 L3

PHASE LOAD TOTALS

480Y/277V

SURFACE

YES

BOOSTER PUMP CONTROL PANEL

SPD

SPACE ONLY

BOOSTER PUMP CONTROL PANEL

LOAD SERVED

INTERRUPT RATING:

SPD

SPACE ONLY

BOOSTER PUMP CONTROL PANEL

MOUNTING:

VOLTAGE:

SOLID NEUTRAL:

29.9

25,000 AIC

31.4 31.26

TRANSFORMER-A

SPACE ONLY

SPARE

.2329.64

-.03

N .03

DMD

N20/3

200/3

BKR

-.03

29.64M 1.73

29.64 1.59

-SPACE ONLY

20/1

BKR

25/3

SPARE

VIA 15KVA

PANEL-A

LOAD SERVED

BUS RATING:

MAIN:

SYSTEM: 3PH, 4W

PANEL MP

250A

GROUND BUS:

INTEGRAL SPD:

YES

LOADS ( )

LIGHTING

REC TO 10 KVA

REC REMAINING

LARGEST MOTOR

SPACE HEATING

KITCHEN EQUIPMENT

CONNECTED

.36

88.92

DEMAND

1.25

1.0

0.5

1.0

0.25

0.0

1.0

1.25

.25

.36

88.92

22.23

.25

FACTOR

TOTAL CONNECTED LOAD

MIN. FEEDER / PANEL CAPACITY

2.88 1.0 2.88

CONTINUOUS

NON-CONTINUOUS

DEMAND

138.3114.9

92.6 111.4

AMPSKVA

KVA AMPS

CKT

DMD

KVA

DEMAND 0 1.0 0

OVERALL DEMAND FACTOR 1.24

250A MLO YES

3/4"

#12

COND

#3/0

PHASE NEUT GND

#12

#3/0 #6

#12

NEUT

#10

PHASE COND

3/4"#10

GND

#10

LOADS (KVA)

WATER HEATING

AIR CONDITIONING 0

CONNECTED

DEMAND

FACTOR

1.0

DEMAND

NON-SEASONAL MOTORS

L1 L2 L3

PHASE LOAD TOTALS

D A

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C T

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C H

E C

K E

M A

R K

R E

D A

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B Y

D E

0' 4' 8' 16'

3/32 = 1'-0"

0' 1" 2" 3"

6" = 1'-0"

0' 2" 4" 6"

3" = 1'-0"

5"3"1"0' 3" 6" 1'

1 1/2" = 1'-0"

9"0' 6" 1' 1.5'

1" = 1'-0"

3" 9"0' 1' 2'

3/4" = 1'-0"

6"0' 1' 2' 3'

1/2" = 1'-0"

6"0' 1' 2' 4'

3/8" = 1'-0"

3'0' 2' 4' 6'

1/4" = 1'-0"

0' 4' 8' 12'

1/8" = 1'-0"

0' 8' 16' 24'

1/16" = 1'-0"

4'0' 16' 32' 48'

1/32" = 1'-0"

SHEET

P R

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C T

D R

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1 2 3 4 5

P R

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C T

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T E

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P U

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-6

C O M M O

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LTH OF

G I N I A

P R O

F E

SS IONAL E

N G

E R E

07/08/26

W A

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P A

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C H

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U L E

E-3

D A

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C H

E C

K E

M A

R K

R E

D A

T E

B Y

D E

0' 4' 8' 16'

3/32 = 1'-0"

0' 1" 2" 3"

6" = 1'-0"

0' 2" 4" 6"

3" = 1'-0"

5"3"1"0' 3" 6" 1'

1 1/2" = 1'-0"

9"0' 6" 1' 1.5'

1" = 1'-0"

3" 9"0' 1' 2'

3/4" = 1'-0"

6"0' 1' 2' 3'

1/2" = 1'-0"

6"0' 1' 2' 4'

3/8" = 1'-0"

3'0' 2' 4' 6'

1/4" = 1'-0"

0' 4' 8' 12'

1/8" = 1'-0"

0' 8' 16' 24'

1/16" = 1'-0"

4'0' 16' 32' 48'

1/32" = 1'-0"

SHEET

P R

O J E

C T

D R

A W

1 2 3 4 5

P R

O J E

C T

D R

A W

P P

L E

G E

R O

A D

C H

E S

T E

V A

F R

E D

E R

C O

U N

T Y

P U

B L

S C

H O

O L S

J A

M E

S W

O O

D H

S C

H O

O L

E W

W A

T E

R P

U M

P S

T A

-6

C O M M O

N W

LTH OF

G I N I A

P R O

F E

SS IONAL E

N…

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File details come from the government source that posted it. Updated Aug 26, 2026.