A04_Attachment 3 - Drawings.pdf

PDF 26 MB Posted Aug 27, 2026

Attached to: Beckwourth District Office Water System
Solicitation number: 1240LT26Q0114
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Aug 27, 2026

This file contains architectural and engineering drawings for the Beckwourth District Office water system project located at 23 Mohawk Highway, Blairsden, California in Plumas County. The drawings package includes title sheets, general notes, water system plans, plan and profile sheets, civil details, plumas county-specific details, and electrical symbols and abbreviations prepared by JCA/AET JV as the architecture and engineering team lead, with Provost & Pritchard Consulting Group providing civil engineering, electrical engineering, and survey services. The project involves demolition and abandonment of the existing onsite water system, construction of a new water distribution system featuring approximately 10,890 linear feet of 6-inch HDPE main line with service laterals ranging from 1 to 2 inches in diameter, installation of backflow preventor with pressure reducing valves, fire hydrants, shutoff valves, and connections to existing building plumbing. Key infrastructure components include two fire hydrants, multiple isolation valves and pressure reducing valve assemblies in seven valve boxes serving different building groups, a 3-inch water meter connection, pavement and hardscape restoration where pipe trenching crosses county roads and private parking areas, and installation of a heated aluminum backflow preventor enclosure with electrical service requiring a new 20-ampere circuit. The drawings specify minimum 3-foot cover on the 6-inch main in paved areas and 2-foot minimum cover on service laterals in landscaped areas, require coordination with Plumas County for encroachment permits and standards compliance, and designate all work to maintain protection of existing sanitary sewer, electrical lines, and other site utilities during construction.

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Other files

File	Type	Posted
Attachment 4 - Wage Determination.pdf	PDF	Aug 27, 2026
1240LT26Q0114 Beckwourth Water System Upgrades.pdf	PDF	Aug 27, 2026
Attachment 1 - Schedule of Items.xlsx	XLSX spreadsheet	Aug 27, 2026
A04_Attachment 2 - Statement of Work.docx	DOCX document	Aug 27, 2026

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DRAWN

DESIGNER

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

6/4 /24

3 A

:\J

-A

-4

8\4

-P

N F

\30

0 C

\34 0 S

\G -0

0 T

.D W

PACIFIC SOUTHWEST

WATER

DISTRIBUTION

SYSTEM

BECKWOURTH

D.O.

PLUMAS NATIONAL

FOREST

REGION 5

TITLE SHEET

5/09/24

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 5/09/24

4/03/24

1/17/24

ARCHITECTURE AND ENGINEERING TEAM LEAD:

JCA/AET JV

7 FREELON STREET

SAN FRANCISCO, CA 94107

CONTACT: STEVE GRIST, RA, AIA

TEL: 415-762-8388 x 35

CIVIL ENGINEERING, ELECTRICAL ENGINEERING,

AND SURVEY:

PROVOST & PRITCHARD CONSULTING GROUP

3387 BODERO LANE

CHICO, CA 95973

CONTACT: ANDY SCHEER, PE

TEL: 866-766-6200

KEY NOTE

1. DEMOLITION/ABANDONEMENT OF EXISTING ONSITE WATER

SYSTEM.

2. CONSTRUCTION OF A NEW ONSITE WATER SYSTEM INCLUDING

BACKFLOW PREVENTOR, PRESSURE REDUCING VALVES, FIRE

HYDRANTS, AND CONNECTIONS TO EXISTING BUILDING PLUMBING.

3. RESTORATION OF PAVEMENT WHERE PIPE TRENCHING CROSSES

COUNTY ROADS AND PRIVATE PARKING LOTS AND HARDSCAPE.

4. PROTECTION OF EXISTING SANITARY SEWER, ELECTRICAL LINES

AND ALL OTHER SITE UTILITIES.

5. INSTALLATION OF NEW ELECTRICAL CIRCUIT FOR BACKFLOW

PREVENTOR ENCLOSURE HEATER.

THE DRAWINGS AND SPECIFICATIONS PREPARED BY JCA/AET., FOR THIS PROJECT DO

NOT INCLUDE THE HANDLING AND REMOVAL OF HAZARDOUS BEARING MATERIALS. THE

SITE MAY CONTAIN HAZARDOUS MATERIAL. THE CONTRACTING OFFICER AND THE

CONTRACTOR SHALL DETERMINE HOW BEST TO LEGALLY REMOVE, TRANSPORT AND

DISPOSE OF THE HAZARDOUS BEARING MATERIALS PER EPA AND ALL OTHER

APPLICABLE CODES AND REGULATIONS.

A-501

REFERENCE DRAWING NUMBER

SHEET WHERE REFERENCE

DRAWING IS LOCATED

A-501

ELEVATION OR SECTION

DRAWING NUMBER

SHEET WHERE DRAWING IS

LOCATED

1 REVISION CHANGE

INDICATOR (POST BID

SETS ONLY)

WATER DISTRIBUTION SYSTEM

BECKWOURTH DISTRICT OFFICE

PLUMAS NATIONAL FOREST

PACIFIC SOUTHWEST, REGION 5, CALIFORNIA

NOT TO SCALE

PROJECT AREA:

23 MOHAWK HWY RD

BLAIRSDEN, CALIFORNIA

PLUMAS NATIONAL FOREST

A.B. ANCHOR BOLT

ABA THE ARCHITECTURAL

BARRIERS ACT

ABV. ABOVE

ABBREV. ABBREVIATIONS

A.F.F. ABOVE FINISH FLOOR

ALT. ALTERNATE

ALUM. ALUMINUM

AP ACCESS PANEL

APPROX. APPROXIMATE

AWS AMERICAN WELDING

SOCIETY

BOD BASIS OF DESIGN

BD. BOARD

BLDG. BUILDING

CG CORNER GUARD

CL CENTER LINE

CLG. CEILING

CLR CLEAR

DEMO. DEMOLITION

DIA. DIAMETER

DIM. DIMENSION

DTL. DETAIL

DWG(S). DRAWING(S)

(E) EXISTING

EA. EACH

ELEV. ELEVATION

ELEC. ELECTRICAL

EQ. EQUAL

E.W. EACH WAY

FCO FLOOR CLEAN OUT

FE FIRE EXTINGUISHER

FIN. FINISH

FIX. FIXTURE

FL. FLOOR

F.O. FACE OF

FRAM'G. FRAMING

FR FIRE RETARDANT

FRT FLAME RETARDANT

TREATED OR FIRE

RETARDANT TREATED

FT. FOOT OR FEET

GA GAUGE

GALV. GALVANIZED

GLAZ. GLAZING

GYP. GYPSUM

H.M. HOLLOW METAL

HT. HEIGHT

HVAC HEATING,

VENTILATING, AND AIR

CONDITIONING

IBC INTERNATIONAL

BUILDING CODE

IEC INTERNATIONAL

ELECTRICAL CODE

IFC INTERNATIONAL FIRE

CODE

IMC INTERNATIONAL

MECHANICAL CODE

INSUL. INSULATION

INT. INTERIOR

IPC INTERNATIONAL

PLUMBING CODE

LAV. LAVATORY

MAT'L. MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MEP. MECHANICAL,

ELECTRICAL &

PLUMBING

MISC. MISCELLANEOUS

MIN. MINIMUM

MMR MOLD & MOISTURE

RESISTANT

MTD. MOUNTED

MTL. METAL

(A) NEW

N/A NOT APPLICABLE

NFPA NATIONAL FIRE

PROTECTION

ASSOCIATION

N.I.C NOT IN CONTRACT

NO./# NUMBER

N.T.S. NOT TO SCALE

O.C. ON CENTER

OPN'G OPENING

P.A.F. POWDER ACTUATED

FASTENER

PL PLATE

PLYWD PLYWOOD

PR. PAIR

PREP. PREPARATION

PEMBS PRE-ENGINEERED

METAL BUILDING

SYSTEM

PREFAB. PREFABRICATED

RCP REFLECTED CEILING

PLAN

REINF. REINFORCING

REQ'D. REQUIRED

REV. REVISION

R.O. ROUGH OPENING

S.C.D. SEE CIVIL DRAWINGS

S.E.D. SEE ELECTRICAL

DRAWINGS

S.F. SQUARE FEET

S.F.P.D. SEE FIRE PROTECTION

DRAWINGS

SHELV. SHELVING

SHT. SHEET

SIM. SIMILAR

S.M. SHEET METAL

S.M.D. SEE MECH. DRAWINGS

S.P.D. SEE PLUMB.

DRAWINGS

SPEC. SPECIFICATIONS

S.S.D. SEE STRUCTURAL

DRAWINGS

SS STAINLESS STEEL

STC SOUND TRANSMISSION

CLASS

STL. STEEL

T&B TOP & BOTTOM

THK. THICK

T.O. TOP OF

TYP. TYPICAL

UL UNDERWRITERS'

LABORATORY

U.N.O. UNLESS OTHERWISE

NOTED

V.I.F. VERIFY IN FIELD

W/ WITH

WCO WALL CLEANOUT

WT. WEIGHT

Ø/DIA. DIAMETER

# POUND OR NUMBER

℄ CENTER LINE

INTERNATIONAL BUILDING CODE (IBC)

UPC

TITLE 24 ENERGY CODE

ABA ACCESSIBILITY STANDARDS

NFPA

GRAEAGLE LAND AND WATER COMPANY CUSTOMER CONNECTION STANDARDS

PLUMAS COUNTY ROAD CROSSING AND PAVEMENT RESTORATION STANDARDS

PROJECT SITE

SCOPE OF WORK LEGEND DIRECTORY

ABBREVIATIONSVICINITY MAP

HAZARDOUS MATERIALSCODE REFERENCES

F U

E D

G O

N M

- F O

R O

O N

TRUE NORTH

G-01 - TITLE SHEET

G-02 - GENERAL NOTES

C-01 - EXISTING CONDITIONS AND DEMOLITION PLAN

C-02 - WATER SYSTEM PLAN

C-03 - PLAN AND PROFILE SOUTH

C-04 - PLAN AND PROFILE NORTH

C-05 - CIVIL DETAILS

C-06 - PLUMAS COUNTY DETAILS

E-01 - ELECTRICAL SYMBOLS AND ABBREVIATIONS

E-02 - GENERAL ELECTRICAL

SHEET LIST

PROPERTY OF THE UNITED STATES

GOVERNMENT. COPYING, DISSEMINATION, OR

DISTRIBUTION OF THESE DRAWINGS, PLANS OR

SPECIFICATIONS TO UNAUTHORIZED PERSONS

IS PROHIBITED.

6/05/24

DESIGNER

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/7 /24

9 S

\JC

A-

-4

8\4

-P

\30

0 C

\34 0 S

\G -0

1 G

W G;

O F

PACIFIC SOUTHWEST

WATER

DISTRIBUTION

SYSTEM

BECKWOURTH

D.O.

PLUMAS NATIONAL

FOREST

REGION 5

GENERAL NOTES

5/09/24

G-02 2 10

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 5/09/24

4/03/24

1/17/24

SPECIAL NOTE

WHERE UNDERGROUND AND SURFACE STRUCTURES ARE SHOWN ON THE PLANS, THE LOCATIONS, DEPTH AND DIMENSIONS OF STRUCTURES ARE BELIEVED TO BE REASONABLY CORRECT, BUT ARE NOT GUARANTEED. SUCH STRUCTURES ARE SHOWN FOR THE INFORMATION OF THE CONTRACTOR, BUT INFORMATION SO GIVEN IS NOT TO BE CONSTRUED AS A REPRESENTATION THAT SUCH STRUCTURES WILL, IN ALL CASES, BE FOUND WHERE SHOWN, OR THAT THEY REPRESENT ALL OF THE STRUCTURES WHICH MAY BE

ENCOUNTERED.

SITE SAFETY AND PROTECTION NOTES

THE DUTY OF THE GOVERNMENT OR ITS AGENTS TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE AND THE UNDERTAKING OF INSPECTIONS OR THE GIVING OF INSTRUCTIONS AS AUTHORIZED HEREIN IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE AND MUST NOT BE CONSTRUED AS SUPERVISION OF THE ACTUAL CONSTRUCTION NOR MAKE THE GOVERNMENT OR ITS AGENTS RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS, OR FOR ACCESS, VISITS, USE, WORK, TRAVEL OR OCCUPANCY BY ANY PERSON.

THE CONTRACTOR MUST HAVE AT THE WORK SITE, COPIES OR SUITABLE EXTRACTS OF CONSTRUCTION SAFETY ORDERS, ISSUED BY CAL-OSHA. CONTRACTOR MUST COMPLY WITH PROVISIONS OF THESE AND ALL OTHER APPLICABLE LAWS, ORDINANCES AND REGULATIONS. THE CONTRACTOR MUST COMPLY WITH PROVISIONS OF THE SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION, PROMULGATED BY THE SECRETARY OF LABOR UNDER SECTION 107 OF THE CONTRACT WORK HOURS AND SAFETY STANDARDS ACT, AS

SET FORTH IN TITLE 29 C.F.R.

TO PROTECT THE LIVES AND HEALTH OF CONTRACTOR'S EMPLOYEES UNDER THE CONTRACT, THE CONTRACTOR MUST COMPLY WITH ALL PERTINENT PROVISIONS OF THE "MANUAL OF ACCIDENT PREVENTION IN CONSTRUCTION" ISSUED BY THE ASSOCIATED GENERAL CONTRACTORS OF AMERICA, INC., AND MUST MAINTAIN AN ACCURATE RECORD OF ALL CASES OF DEATH, OCCUPATIONAL DISEASE, AND INJURY REQUIRING MEDICAL ATTENTION OR CAUSING LOSS OF TIME FROM WORK, ARISING OUT OF AND IN THE COURSE OF EMPLOYMENT

OR WORK UNDER THE CONTRACT.

THE CONTRACTOR ALONE MUST BE RESPONSIBLE FOR THE SAFETY, EFFICIENCY, AND ADEQUACY OF CONTRACTOR'S FACILITIES, APPLIANCES, AND METHODS AND FOR ANY DAMAGE, WHICH MAY RESULT FROM THEIR FAILURE OR THEIR IMPROPER CONSTRUCTION, MAINTENANCE OR OPERATION.

THE CONTRACTOR AGREES THAT IT MUST ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT MUST APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR MUST DEFEND, INDEMNIFY AND HOLD THE GOVERNMENT, JCA-AET, PROVOST & PRITCHARD CONSULTING GROUP, AND THEIR RESPECTIVE AGENTS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY

ARISING FROM THE SOLE NEGLIGENCE OF GOVERNMENT OR THEIR RESPECTIVE AGENTS.

THE GOVERNMENT AND ITS AGENTS' SITE RESPONSIBILITIES ARE LIMITED SOLELY TO THE ACTIVITIES OF THEIR EMPLOYEES ON SITE.

THESE RESPONSIBILITIES MUST NOT BE INFERRED BY ANY PARTY TO MEAN THAT THE GOVERNMENT OR ITS AGENTS HAVE RESPONSIBILITY FOR SITE SAFETY. SAFETY IN, ON, OR ABOUT THE SITE IS THE SOLE AND EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR ALONE. THE CONTRACTOR'S METHODS OF WORK PERFORMANCE, SUPERINTENDENCE AND THE CONTRACTOR'S EMPLOYEES, AND SEQUENCING OF CONSTRUCTION ARE ALSO THE SOLE AND EXCLUSIVE RESPONSIBILITIES OF THE CONTRACTOR

ALONE.

GENERAL NOTES

1. THE GOVERNMENT MUST BE CONTACTED AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF WORK ON OR

NEAR EXISTING GOVERNMENT FACILITIES.

2. USED MATERIAL, REJECTS, MISFITS, OR SECONDS, ETC. ARE NOT ACCEPTABLE FOR USE ON GOVERNMENT

FACILITIES.

3. ALL CONSTRUCTION MUST BE IN CONFORMANCE WITH THESE PLANS, PROJECT SPECIFICATIONS AND

GOVERNMENT SPECIFICATIONS.

4. CONTRACTOR MUST FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING FACILITIES PRIOR TO COMMENCING WORK. CALL UNDERGROUND SERVICE ALERT (USA) AT 8-1-1. CONTRACTOR MUST

MAKE GOVERNMENT AWARE OF ANY DISCREPANCIES.

5. ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH APPLICABLE HEALTH AND SAFETY LAWS OF

THE STATE OF CALIFORNIA AND CAL/OSHA STANDARDS.

6. TRENCH BACKFILL MUST BE COMPACTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS .

7. ALL EXCESS MATERIAL AND/OR DEBRIS MUST BE REMOVED UPON COMPLETION OF INSTALLATION.

8. CONTRACTOR MUST BE RESPONSIBLE FOR PROVIDING ADEQUATE DUST CONTROL AT ALL TIMES.

9. WORK TO TAKE PLACE WITHIN PLUMAS COUNTY RIGHT-OF-WAY IS TO BE COORDINATED WITH THE COUNTY BY THE CONTRACTOR. CONTRACTOR TO OBTAIN ALL NECESSARY ENCROACHMENT PERMITS AND ENSURE THAT

WORK CONFORMS WITH COUNTY STANDARDS AND REQUIREMENTS.

F U

S G

R N

- F

O R

L U

BENCHMARKS

PROJECT BENCHMARK

NGS STATION "HPGN D CA 03 MN", AN ALUMINUM CALTRANS DISK

SET ON THE SOUTH SIDE OF HIGHWAY 70, 1 MILE EAST OF

HIGHWAY 89.

ELEVATION = 4889.50' NAVD88 DATUM

TOPOGRAPHY NOTE

TOPOGRAPHY SHOWN WAS COLLECTED BY PROVOST &

PRITCHARD CONSULTING GROUP DURING A FIELD SURVEY

CONDUCTED IN NOVEMBER OF 2023.

BOUNDARY NOTE

THE BOUNDARY/EASEMENT INFORMATION SHOWN ON THESE

PLANS IS BASED UPON RECORD INFORMATION TIED TO LIMITED

PHYSICAL MONUMENTS, AND WAS PREPARED UNDER THE

DIRECTION OF TIMOTHY M. ODOM, PLS 8468, AND SHOULD BE

CONSIDERED APPROXIMATE.

BASIS OF BEARINGS

THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 1,

ESTABLISHED LOCALLY BY STATIC AND RTK GPS OBSERVATIONS.

www.provostandpritchard.com

LINE & CURVE TABLE

NUMBER

L10

L11

L12

L13

L14

L15

L16

L17

L18

L19

L20

L21

L22

L23

LENGTH

8.18

5.80

12.63

4.16

41.65

45.35

14.60

140.32

70.71

35.16

48.11

25.74

33.02

28.32

13.83

80.29

37.43

186.84

50.56

20.94

7.52

73.28

15.46

89.91

RADIUS

50.00

LINE/CHORD DIRECTION

N32° 53' 27.44"E

N49° 21' 37.78"E

S39° 17' 54.51"E

S84° 17' 54.51"E

N73° 12' 05.49"E

N28° 12' 05.49"E

N37° 34' 49.39"E

N52° 25' 10.61"W

N7° 25' 10.61"W

N52° 25' 10.61"W

N37° 34' 49.39"E

N82° 34' 49.39"E

N37° 34' 49.39"E

N7° 25' 10.61"W

N52° 25' 10.61"W

S82° 34' 49.39"W

S37° 34' 49.39"W

S7° 25' 10.61"E

S52° 53' 55.73"E

N83° 16' 50.16"E

S52° 57' 59.44"E

S11° 09' 26.92"E

S52° 53' 55.73"E

DELTA

9° 22' 44"

START STA

1+09.59 N:1807868.25 E:6946006.70

0+00.00 N:1807822.66 E:6945928.86

0+05.80 N:1807826.43 E:6945933.26

0+18.43 N:1807816.66 E:6945941.26

0+22.59 N:1807816.24 E:6945945.40

0+64.24 N:1807828.28 E:6945985.27

1+17.78 N:1807875.11 E:6946011.14

1+32.37 N:1807886.68 E:6946020.05

2+72.69 N:1807997.89 E:6946105.62

3+43.40 N:1808041.01 E:6946049.59

3+78.56 N:1808075.87 E:6946045.05

4+26.67 N:1808105.22 E:6946006.92

4+52.41 N:1808125.61 E:6946022.62

4+85.43 N:1808129.88 E:6946055.36

5+13.75 N:1808152.32 E:6946072.63

5+27.58 N:1808166.04 E:6946070.85

6+07.88 N:1808215.01 E:6946007.22

6+45.31 N:1808210.18 E:6945970.10

8+32.15 N:1808062.10 E:6945856.15

8+82.70 N:1808011.97 E:6945862.68

9+03.65 N:1807999.34 E:6945879.38

9+11.16 N:1808000.22 E:6945886.85

9+84.44 N:1807956.08 E:6945945.34

9+99.90 N:1807940.92 E:6945948.34

END STA

1+17.78 N:1807875.11 E:6946011.14

0+05.80 N:1807826.43 E:6945933.26

0+18.43 N:1807816.66 E:6945941.26

0+22.59 N:1807816.24 E:6945945.40

0+64.24 N:1807828.28 E:6945985.27

1+09.59 N:1807868.25 E:6946006.70

1+32.37 N:1807886.68 E:6946020.05

2+72.69 N:1807997.89 E:6946105.62

3+43.40 N:1808041.01 E:6946049.59

3+78.56 N:1808075.87 E:6946045.05

4+26.67 N:1808105.22 E:6946006.92

4+52.41 N:1808125.61 E:6946022.62

4+85.43 N:1808129.88 E:6946055.36

5+13.75 N:1808152.32 E:6946072.63

5+27.58 N:1808166.04 E:6946070.85

6+07.88 N:1808215.01 E:6946007.22

6+45.31 N:1808210.18 E:6945970.10

8+32.15 N:1808062.10 E:6945856.15

8+82.70 N:1808011.97 E:6945862.68

9+03.65 N:1807999.34 E:6945879.38

9+11.16 N:1808000.22 E:6945886.85

9+84.44 N:1807956.08 E:6945945.34

9+99.90 N:1807940.92 E:6945948.34

10+89.81 N:1807886.68 E:6946020.05

LINE & CURVE TABLE: 6" MAIN WATER LOOP ALIGNMENT

S S

SCO SCO

SD SD

O E

O T

OE OE OE OE OE OE OE OE OE OE

U E

W W

U T

O E

O T

O E

W W

W W W W W

W W W

E E

6" HDPE

6" H

HDPE

6" H

6" HDPE

6" H

1" HDPE

2" H

6" HDPE

1" HDPE

1" H D

W W

WWW

W W

W W W

W W

6" H

10+90

0+00

1+00 2+00 3+

5+00

7+008+00

L2L3

L7 L8

L11

L16

L5 L6

L12

L17

L20

L13

1" H

L19

0 15 30 60

SCALE IN FEET

GENERAL NOTES

1. EXISTING WATER LINES TO BE ADANDONED IN-PLACE.

2. SHUTOFF VALVE TO BE PROVIDED FOR EACH

BUILDING.

3. FURNISH AND INSTALL: DR-11 200 PSI HDPE.

4. CONTRACTOR TO LOCATE CONNECTION POINTS TO

EACH BUILDING AND FURNISH AND INSTALL ALL

FITTINGS REQUIRED TO CONNECT EXISTING

BUILDING PLUMBING TO NEW HDPE SERVICE LINE.

5. SEE SHEET G-02 FOR MAIN LOOP ALIGNMENT TABLE.

6. MAINTAIN 3' MIN COVER ON 6" MAIN AND ALL PIPING

WITHIN PAVED AREAS. 2' MIN COVER ON SERVICE

LATERALS IN LANDSCAPED AREAS.

CONSTRUCTION CALLOUTS

PROTECT IN PLACE EXISTING GRAEAGLE WATER

COMPANY 3" SERVICE LINE AND WATER METER.

ALL PIPING AND APPURTENANCES DOWNSTREAM

OF METER TO BE REPLACED.

INSTALLATION WITHIN COUNTY RIGHT-OF-WAY,

CONTRACTOR TO COORDINATE ENCROACHMENT PERMIT

WITH COUNTY. FOLLOW COUNTY STANDARDS FOR

TRENCH, SHOULDER AND PAVEMENT RESTORATION. SEE

SHEET C-06.

6" PIPE STUB FOR FUTURE EXPANSION. CAP BELOW

GRADE AND PROVIDE 3'x3' TRAFFIC RATED BOX.

SERVICE TO WASH RACK AREA. PROVIDE 2" RISER

PIPE WITH STOP AND WASTE BALL VALVE.

CONNECT EXISTING IRRIGATION SERVICE LINE TO

NEW SERVICE LATERAL.

HATCHING LEGEND

AC ROADWAY, PLUMAS COUNTY.

AC PARKING LOT.

CONCRETE SIDEWALK.

HISTORIC RETAINING WALL CROSSING. BORE PIPE

UNDER EXISTING STONE RETAINING WALL AND

PROTECT WALL IN PLACE.

6" BACK FLOW PREVENTOR, CONCRETE PAD,

AND HEATED ALUMINUM ENCLOSURE. SEE

ELECTRICAL SHEETS FOR HEATER

ELECTRICAL SERVICE.

LEGEND

PROPOSED FIRE HYDRANT.

PROPOSED SHUTOFF VALVE.

C-05

WATER SERVICE CONNECTION. C-05

8 SANITARY SEWER CROSSING.

STORM DRAIN CROSSING.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/7 /24

5 S

\JC

A-

-4

8\4

-P

\30

0 C

\34 0 S

C-

W G;

PACIFIC SOUTHWEST

WATER

DISTRIBUTION

SYSTEM

BECKWOURTH

D.O.

PLUMAS NATIONAL

FOREST

REGION 5

WATER SYSTEM PLAN

5/09/24

C-02 4 10

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 5/09/24

4/03/24

1/17/24

Know what's below.

Call before you dig.

WARNING

POWER LINES

OVERHEAD

F U

S G

R N

- F

O R

L U

C-05

BOX TABLE

BOX # APPURTENANCES SIZE REMARKS

B1 2" PRV AND 2" SHUTOFF VALVE 17"x30" PRESSURE REDUCTION AND ISOLATION

FOR BARRACKS

B2 2" PRV AND 2-1" SHUTOFF VALVES 17"X30" PRESSURE REDUCTION AND ISOLATION

FOR BUILDINGS 1015 AND 2011

B3 2" PRV AND 2-1" SHUTOFF

VALVES 17"X30" PRESSURE REDUCTION AND ISOLATION

FOR BUILDINGS 1010 AND 2010

B4 1" PRV AND 1" SHUTOFF VALVE 14"X19" PRESSURE REDUCTION AND ISOLATION

FOR BUILDING 1011

B5 1" SHUTOFF VALVE 14"x19" ISOLATION FOR BUILDING 5101-1

B6 1" SHUTOFF VALVE 14"X19" ISOLATION FOR BUILDING 1302

B7 1" SHUTOFF VALVE 14"X19" ISOLATION FOR BUILDING 5101-2

C-05

BOX NOTES

1. BOXES TO BE RECTANGULAR PLASTIC

VALVE BOXES.

2" HDPE

1" HDPE

B7 www.provostandpritchard.com

PROPOSED FIRE HYDRANT. PLACE HYDRANTS A

MINIMUM OF 10' FROM COUNTY ROAD EDGE OF

PAVEMENT.

2" COMBINATION AIR VALVE.

C-05

PROTECT IN PLACE EXISTING FROST-FREE YARD

HYDRANT. YARD HYDRANT IS CONNECTED TO

BUILDING PLUMBING PIPING AND ARE TO REMAIN

OPERATIONAL AFTER WATER SYSTEM

REPLACEMENT.

O E

O T

U E

U T

O E O E

O E

OEOE

W W

ISOLATION VALVE

STA=0+43.13

ISOLATION VALVE

STA=10+83.71

ISOLATION VALVE

STA=1+38.40

0+00

1+00

2+00

5+00

10+00

F&I ±119 LF 6'' HDPE

F&I ±5 LF 6'' HDPE

F&I ±13 LF 6'' HDPE

F&I ±4 LF 6'' HDPE

F&I ±5 LF 6'' HDPE

F&I ±35 LF 6'' HDPE

F&I ±33 LF 6'' HDPE F&I ±14 LF 6'' HDPE

F&I ±8 LF 6'' HDPE

F&I ±15 LF 6'' HDPE

F&I ±83 LF 6'' HDPE

F&I ±5 LF 6'' HDPE

F&I ±21 LF 6'' HDPE

F&I ±64 LF 6'' HDPE

FIRE HYDRANT

STA=2+79.65

OFFSET=24.71FIRE HYDRANT

STA=0+35.56

OFFSET=-9.89

F&I ±44 LF 6'' HDPE

F&I ±9 LF 6'' HDPE

F&I ±14 LF 6'' HDPE

6'' 22.5°

ELBOW

STA: 0+22.59

6'' 45°

ELBOW

STA: 0+64.24

6" TEE

STA: 1+32.36

6'' 90°

ELBOW

STA: 2+72.68

6'' 45°

ELBOW

STA: 3+43.39

6'' 45°

ELBOW

STA: 3+78.55

6'' 45°

ELBOW

STA: 5+13.74

6'' 45°

ELBOW

STA: 5+27.58

6'' 45°

ELBOW

STA: 9+84.49

6'' 45°

ELBOW

STA: 9+99.94

6'' 90°

ELBOW

STA: 0+05.79

6'' 45°

ELBOW

STA: 0+18.43

2" SERVICE CONNECTION

STA: 0+37.13

6" TEE

STA: 0+35.56

6" TEE

STA: 2+78.70

SERVICE CONNECTION

STA: 5+22.12

2" SERVICE CONNECTION

STA: 2+57.44

F &I

L F

6' ' H

F&I ±5 LF 6'' HDPE

ISOLATION VALVE

STA=2+67.89

Pipe Run - ADS

0+00 1+00 2+00 3+00 4+00

F&I ±13 LF 6'' HDPE

F&I ±5 LF 6'' HDPE

F&I ±35 LF 6'' HDPE

6'' 45°

ELBOW

STA: 0+18.43

6'' 22.5°

ELBOW

STA: 0+22.59

6'' 45°

ELBOW

STA: 0+64.24

6'' 45°

ELBOW

STA: 3+43.39

6'' 45°

ELBOW

STA: 3+78.55

6'' 90°

ELBOW

STA: 0+05.79

6'' 90°

ELBOW

STA: 2+72.68

ISOLATION VALVE

STA=0+43.13

6" TEE

STA: 0+35.56

2" SERVICE CONNECTION

STA: 0+37.13

2" SERVICE CONNECTION

STA: 2+57.44

6" TEE

STA: 2+78.70

6" TEE

STA: 1+32.36

ISOLATION VALVE

STA=1+38.40

F&I ±119 LF 6'' HDPE

F&I ±10 LF 6'' HDPE

F&I ±64 LF 6'' HDPE

F&I ±21 LF 6'' HDPE

F&I ±44 LF 6'' HDPE

F&I ±9 LF 6'' HDPE

F&I ±14 LF 6'' HDPE

3' M

ISOLATION VALVE

STA=2+67.89

Pipe Run - ADS

9+30 10+00 10+90

F&I ±15 LF 6'' HDPE F&I ±83 LF 6'' HDPE

6'' 45°

ELBOW

STA: 9+84.49

6'' 45°

ELBOW

STA: 9+99.94

ISOLATION VALVE

STA=10+83.71

3' M

C O

VER

F&I ±73 LF 6'' HDPE

CONSTRUCTION CALLOUTS

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/8 /24

3 A

:\J

-A

-4

8\4

-P

H W

\30 0 C

\34

0 S

E- 1.D

W G;

PACIFIC SOUTHWEST

WATER

DISTRIBUTION

SYSTEM

BECKWOURTH

D.O.

PLUMAS NATIONAL

FOREST

REGION 5

PLAN AND PROFILE

SOUTH

5/09/24

C-03 5 10

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 5/09/24

4/03/24

1/17/24

0 10 20 40

SCALE IN FEET

0 10 20 40

SCALE IN FEET

0 10 20 40

SCALE IN FEET

FH PROVIDE FIRE HYDRANT.

MATCHLINE

STA=9+30

SEE SHEET C-04

MATCHLINE

STA=4+00

SEE SHEET C-04

COUNTY ROAD CROSSING. FOLLOW COUNTY

STANDARDS FOR TRENCH AND PAVEMENT

RESTORATION.

EXISTING WATER METER

LOCATION BEGIN NEW

WATER DISTRIBUTION

SYSTEM.

MAIN LINE PROFILE STA 0+00 TO 4+00

MAIN LINE PROFILE STA 9+30 TO 10+86

WC PROVIDE WATER CONNECTION TO BUILDING.

C-05

F U

S G

R N

- F

O R

L U

F&I ±111 LF 2" HDPE

C-06

C-05

ISOLATION VALVE.

C-05

F&I ±160 LF 2" HDPE

F&I ±8 LF 1" HDPE

F&I ±137 LF 1" HDPE

BP BACKFLOW PREVENTOR.

C-05

2" TO 1" HDPE

F&I ±49 LF 1" HDPE

1" HDPE

B1 B2

B...

CONCRETE CROSSING. CONTRACTOR TO USE

TRENCHLESS INSTALLATION OR SAW CUT

CONCRETE AND REPLACE IN KIND.

PLASTIC VALVE BOX. SEE SHEET C-02 FOR

VALVE BOX TABLE.

IVIV

Know what's below.

Call before you dig.

WARNING

POWER LINES

OVERHEAD

www.provostandpritchard.com

COUNTY R/W

SS SANITARY SEWER CROSSING. WATER PIPE TO

CROSS OVER SEWER PIPE WITH 1' MIN

CLEARANCE.

IC CONNECT EXISTING IRRIGATION SERVICE

LATERAL TO NEW BUILDING SERVICE LINE

EL PIPE ELEVATIONS SHOWN ON PROFILE ARE

APPROXIMATE. CONTRACTOR TO MAINTAIN A

MINIMUM OF 3.0' OF COVER AND SET PIPE

ELEVATIONS/DEPTH SO AS TO AVOID LOCAL

HIGH POINTS AND LOW POINTS IN THE PIPE. A

SINGLE SYSTEM HIGH POINT TO OCCUR AT

APPROX 4+50 AND A SINGLE SYSTEM LOW

POINT TO OCCUR AT APPROX 9+00.

RW PROTECT IN PLACE ALL EXISTING HISTORIC

STONE RETAINING WALLS ONSITE.

O T

U E

U T

O E

O T

O E O E

O E

6'' 90°

ELBOW

STA: 4+26.66

6'' 45°

ELBOW

STA: 4+52.40

6'' 45°

ELBOW

STA: 4+85.42

6'' 45°

ELBOW

STA: 5+13.74

6'' 45°

ELBOW

STA: 5+27.58

6'' 45°

ELBOW

STA: 6+07.87

6'' 45°

ELBOW

STA: 6+45.30

6'' 45°

ELBOW

STA: 8+32.14

6'' 45°

ELBOW

STA: 8+82.70

2" SERVICE CONNECTION

STA: 4+46.03

1" SERVICE CONNECTION

STA: 5+22.12

6" TEE

STA: 6+67.66

6" TEE

STA: 6+64.02

W W

WWW

COMBO AIR VALVE

STA=4+48.68

ISOLATION VALVE

STA=4+99.58 F&I ±47 LF 6'' HDPE

F&I ±18 LF 6'' HDPE

F&I ±33 LF 6'' HDPE

F&I ±14 LF 6'' HDPE

F&I ±8 LF 6'' HDPE

F &I

L F

6' ' H

F&I ±37 LF 6'' HDPE

F&I ±18 LF 6'' HDPE

F& I ±

6' ' H

DPE

F&I ±21 LF 6'' HDPE

F&I ±164 LF 6'' HDPE

FIRE HYDRANT

STA=6+64.02

OFFSET=-31.02

6'' 45°

ELBOW

STA: 8+82.70

6'' 45°

ELBOW

STA: 8+82.70

6'' 45°

ELBOW

STA: 8+82.70

6'' 45°

ELBOW

STA: 9+03.72

6'' 45°

ELBOW

STA: 9+11.20

6" CAP

STA: 6+67.66

OFFSET: 40.19

Pipe Run - ADS

4+00 5+00 6+00 7+00 8+00 9+00 9+30

F&I ±47 LF 6'' HDPE

F&I ±18 LF 6'' HDPE

F&I ±33 LF 6'' HDPE

F&I ±14 LF 6'' HDPE

F&I ±8 LF 6'' HDPE

F&I ±80 LF 6' ' HDPE

F&I ±37 LF 6'' HDPE

F&I ±18 LF 6'' HDPE

F&I ±50 LF 6'' HDPE

6'' 90°

ELBOW

STA: 4+26.66

6'' 45°

ELBOW

STA: 4+52.40

6'' 45°

ELBOW

STA: 5+13.74

6'' 45°

ELBOW

STA: 5+27.58

6'' 45°

ELBOW

STA: 6+07.87

6'' 45°

ELBOW

STA: 6+45.30

6'' 45°

ELBOW

STA: 8+32.14

6'' 45°

ELBOW

STA: 8+82.70

ISOLATION VALVE

STA=4+99.58

2" SERVICE CONNECTION

STA: 4+46.03

1" SERVICE CONNECTION

STA: 5+22.12

6" TEE

STA: 6+64.02

6" TEE

STA: 6+67.66

COMBO AIR VALVE

STA=4+48.68

6'' 45°

ELBOW

STA: 4+85.42

F&I ±164 LF 6' ' HDPE

F&I ±5 LF 6'' HDPE

F&I ±21 LF 6'' HDPE

EXISTING SD

EXISTING SS

F&I ±7 LF 6'' HDPE

3' M

C O

VER

1'-0" M

LEAR

1'-0" M

LEAR

1'-0" M

LEAR

6'' 45°

ELBOW

STA: 9+03.72

6'' 45°

ELBOW

STA: 9+11.20

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/8 /24

3 A

:\J

-A

-4

8\4

-P

H W

\30 0 C

\34

0 S

E- 2.D

W G;

PACIFIC SOUTHWEST

WATER

DISTRIBUTION

SYSTEM

BECKWOURTH

D.O.

PLUMAS NATIONAL

FOREST

REGION 5

PLAN AND PROFILE

NORTH

5/09/24

C-04 6 10

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 5/09/24

4/03/24

1/07/24

0 10 20 40

SCALE IN FEET

0 10 20 40

SCALE IN FEET

CONSTRUCTION CALLOUTS

CAP

MATCHLINE

STA=9+30

SEE SHEET C-03

MATCHLINE

STA=4+00

SEE SHEET C-03

MAIN LINE PROFILE STA 4+00 TO 9+30

F U

S G

R N

- F

O R

L U

F&I ±82 LF 1" HDPE

F&I ±54 LF 1" HDPE

F&I ±136 LF 1" HDPE

F&I ±31 LF 6" HDPE

F&I ±41 LF 6" HDPE

F&I ±15 LF 2" HDPE

FH PROVIDE FIRE HYDRANT.

COUNTY ROAD CROSSING. FOLLOW COUNTY

STANDARDS FOR TRENCH AND PAVEMENT

RESTORATION.

WC PROVIDE WATER CONNECTION TO BUILDING.

C-05

C-06

C-05

ISOLATION VALVE.

C-05

B...

CONCRETE CROSSING. CONTRACTOR TO USE

TRENCHLESS INSTALLATION OR SAW CUT

CONCRETE AND REPLACE IN KIND.

PLASTIC VALVE BOX. SEE SHEET C-02 FOR

VALVE BOX TABLE.

www.provostandpritchard.com

Know what's below.

Call before you dig.

WARNING

POWER LINES

OVERHEAD

B4 B3

RW RETAINING WALL CROSSING. BORE UNDER ±1'

HIGH STONE RETAINING WALL.

AV PROVIDE COMBINATION AIR VALVE.

C-05

CAP PROVIDE 6" PIPE CAP AND 3'x3' TRAFFIC RATED

BOX.

SD EXISTING STORM DRAIN CROSSING. DEPTH

TO BE VERIFIED BY CONTRACTOR.

SS EXISTING SANITARY SEWER CROSSING.

WATER PIPE TO CROSS OVER SEWER WITH 1'

MIN CLEARANCE.

EL PIPE ELEVATIONS SHOWN ON PROFILE ARE

APPROXIMATE. CONTRACTOR TO MAINTAIN A

MINIMUM OF 3.0' OF COVER AND SET PIPE

ELEVATIONS/DEPTH SO AS TO AVOID LOCAL

HIGH POINTS AND LOW POINTS IN THE PIPE. A

SINGLE SYSTEM HIGH POINT TO OCCUR AT

APPROX 4+50 AND A SINGLE SYSTEM LOW

POINT TO OCCUR AT APPROX 9+00.

WR PROVIDE 2" STANDPIPE FOR SERVICE TO

WASH RACK C-05

SERVICE CONNECTION

RECTANGULAR PLASTIC

VALVE BOX. ADD EXTENSIONS

AS NECESSARY TO MATCH

DEPTH OF EXISTING BUILDING

CONNECTION

CONTRACTOR TO FURNISH AND INSTALL

FITTINGS TO CONNECT 1" HDPE TO

EXISTING PIPING. CONNECT AS CLOSE

TO EXISTING BUILDING AS POSSIBLE

1" HDPE

1" GATE VALVE

EXISTING BUILDING POINT OF

CONNECTION. CONTRACTOR TO

VERIFY LOCATION, SIZE AND

MATERIAL FOR EACH BUILDING

2'±

EXISTING BUILDING

6" DEEP GRAVEL

BRICK

1" PRESSURE REDUCING

VALVE

NOTE

DETAIL SHOWS SCENARIO WHERE PRV AND SHUTOFF VALVE ARE ADJACENT TO

BUILDING. SOME BUILDING PRV AND SHUTOFF VALVES ARE LOCATED IN SHARED

BOXES WHERE THE SERVICE LATERAL CONNECTS TO THE 6" MAIN. SEE WATER

SYSTEM PLAN FOR VALVE LOCATIONS AND BOX SIZES.

BACKFLOW PREVENTOR

7'-7"±

ZURN WILKINS MODEL

FSC CAST IRON "Y"

TYPE STRAINER

12" MIN

HEATED ALUMINUM ENCLOSURE MADE

BY HOTBOX OR ENGINEER APPROVED

EQUAL. ENCLOSURE TO HAVE R-10

INSULATION AND INCLUDE HEATER

PROVIDED BY ENCLOSURE

MANUFACTURER. SEE ELECTRICAL

SHEETS FOR HEATER SERVICE.

6" THICK CONCRETE PAD WITH #4 BARS, 12"

ON CENTER, EACH WAY.

SLAB TO EXTEND 9" BEYOND EDGES OF

ENCLOSURE. MOUNT ENCLOSURE TO PAD

PER MANUFACTURER INSTRUCTIONS.

ZURN WILKINS 375A

REDUCED PRESSURE

BACKFLOW

ASSEMBLY WITH

FLANGED OS&Y GATE

VALVES

CONTRACTOR TO FURNISH

AND INSTALL ALL FITTINGS TO

TRANSITION TO 6" HDPE

IMMEDIATELY DOWNSTREAM

OF WATER METER

3" WATER METER

TO REMAIN

6" DUCTILE IRON

TRANSITION FROM HDPE TO

DUCTILE IRON PIPE A MINIMUM

OF 36" HORIZONTALLY FROM

EDGE OF SLAB (TYP FOR INLET

AND OUTLET PIPING)

14" LENGTH CLASS 200

PVC COLLAR

CONCRETE THRUST

BLOCK

VEHICLE WASH AREA SERVICE

2' x 3' x 2' DEEP PRECAST

CONCRETE BOX WITH STEEL

CHECKER-PLATE LID

6" DEEP 34"

DRAIN ROCK

2" BALL VALVE WITH BALL DRAIN (STOP AND WASTE)

INSTALL SUCH THAT WHEN VALVE IS CLOSED, 2"

STANDPIPE DRAINS AUTOMATICALLY.

WEBSTONE H-X061 OR APPROVED EQUAL.

MAINTAIN MIN 6" CLEARANCE BETWEEN DRAIN PORT

AND GROUND

2" GALVANIZED STEEL RISER

PIPE WITH THREADED END

2" PRESSURE

REDUCING VALVE

2" GALVANIZED

STEEL

2" HDPE

4" THICK CONCRETE

COLLAR

.5'

REMOVE AND DISPOSE OF

VALVE BOX AND COVER

REMOVE AND DISPOSE OF

CONCRETE COLLAR

CUT, REMOVE, AND DISPOSE OF

TOP PORTION OF RISER AND STEM

EXTENSION, IF APPLICABLE.

MATCH EXISTING

SURFACE (TYP.)

EDGE OF EXCAVATION

(SEE NOTE 3) FILL EXISTING RISER WITH

CEMENT SLURRY BACKFILL

EXCAVATE FOR VALVE BOX REMOVAL

AND ABANDONMENT AND BACKFILL

AND 95% COMPACTION NATIVE SOIL

EXISTING

PAVEMENT

NOTES:

1. CONCRETE PLUG SHALL BE PER SPECIFICATIONS.

2. PLUG THICKNESS SHALL BE MINIMUM 2X DIAMETER OF ABANDONED PIPE.

3. EDGE OF EXCAVATION SHOWN FOR ILLUSTRATION PURPOSES ONLY, TRENCH

WIDTH MAY VARY.

WATER VALVE BOX ABANDONMENT & REMOVAL

UTWR

REPLACE AC PAVEMENT,

MATCH EXISTING THICKNESS

SHUTOFF VALVE

FEET

.5 1

MUELLER RESILIENT WEDGE 2360

SERIES GATE VALVE , AWWA C509,

OR APPROVED EQUAL

8" I.D. PVC RISER.

CONTINUOUS TRACER WIRE,

#10 STRANDED COPPER,

WHITE INSULATION.

UNPAVED AREAS

EXISTING

GRADE

PAVED AREAS

TYLER UNION

TUG05 VALVE

BOX

ASSEMBLY

(G05 BOX &

LID #506011

OR # 605007)

APPROVED

EQUAL. CAST

IRON COVER

SHALL BE

IMPRINTED

WITH "WATER"

CONCRETE COLLAR (CLASS 2)

TO BE POURED AGAINST

UNDISTURBED SOIL

3" M

2" M

INSTALLATIONS IN NON-PAVED AREAS

UNLESS OTHERWISE SPECIFIED, SET FRAME

2" ABOVE FINISH GRADE. COLLAR SHALL BE

FORMED (CIRCULAR FORM). EXPOSED

EDGES SHALL RECEIVE 12" RADIUS AND

SURFACE SHALL RECEIVE A SWEAT FINISH.

WATER

WATER PIPE

ALL VALVES

SHALL BE

FLANGED OR

MECHANICAL

JOINTS WITH

RESTRAINED

JOINT

ADAPTERS.

SECTION A-A

2' R

LIBRARY FOLDER NAME

2" M

FIRE HYDRANT

MECHANICAL JOINT

MIN 5 CF CRUSHED

ROCK DRAINAGE

KEEP DRAIN HOLES OPEN

BRICK

THRUST BLOCK BRACED AGAINST SIDE OF TRENCH. 4 CUBIC FEET

MIN OF CONCRETE AND 6 SQUARE FEET OF BEARING AREA

FURNISH AND INSTALL DRY-BARREL FIRE HYDRANT WITH 6"

INLET, 4.5" MAIN VALVE OPENING AND TWO 2.5" HOSE

CONNECTIONS. MAIN VALVE OPENING TO FACE ADJACENT

STREET OR PARKING LOT.

HYDRANT TO BE PAINTED RED.

BREAKAWAY FLANGES

6" HDPE

6" DUCTILE IRON

NOTES

1. CONTRACTOR SHALL FURNISH AND INSTALL ADAPTOR FLANGE OR

COUPLING TO ACCOMMODATE TRANSITION FROM HDPE TO

DUCTILE IRON.

2. HYDRANT RUN BETWEEN GATE VALVE AND 90° BEND SHALL RISE

NOT MORE THAN 1/4" PER FT

3. ALL FITTINGS TO BE WRAPPED IN 4 MIL. VISQUEEN.

SEE SHUTOFF

VALVE DETAIL

TYPICAL UTILITY TRENCH

1' -6

6" MIN

95% RELATIVE

COMPACTION

90% RELATIVE

COMPACTION

6" MIN

NOT TO SCALE

0.15' GRIND W/TOP

LIFT PAVING TYP

MARKER TAPE

MATCH EXISTING AC PAVEMENT

THICKNESS. 2" MIN.

NATIVE MATERIAL FREE OF LUMPS

LARGER THAN 1/2"

NOMINAL DIAMETER

TRACER WIRE

PIPE AS SPECIFIED

SELECT BACKFILL

AS SPECIFIED

FINISHED GRADE

WHERE HARD PAN IS ENCOUNTERED

THE TRENCH MUST BE OVER EXCAVATED

A MINIMUM OF 6" INCHES AND PIPE BEDDING

REPLACED WITH SELECT MATERIAL COMPACTED

TO 85% PRIOR TO PLACING PIPE

COMBINATION AIR VALVE ASSEMBLY

2' x 3' x 2' DEEP PRECAST

CONCRETE BOX WITH STEEL

CHECKER-PLATE LID

APCO 145C COMBINATION

VALVE OR APPROVED EQUAL

2" GATE VALVE

2" HDPE

2' x 3' x 2' DEEP PRECAST

CONCRETE BOX WITH STEEL

CHECKER-PLATE LID

APCO 145C COMBINATION

VALVE OR APPROVED EQUAL

2" HDPE

2" GATE VALVE

6" HDPE

2' MIN

2" SCHEDULE 40 GALVANIZED

STEEL PIPE

HDPE TO STEEL PIPE

TRANSITION

8" PVC RISER

2" SCHEDULE 40 GALVANIZED

STEEL PIPE

2' MIN

SLOPE

PVC RISER

2" GALVANIZED STEEL VENT

PIPE

#24 MESH BRONZE

SCREEN COVER

6" DEEP 34"

DRAIN ROCK

3" THICK

CONCRETE

COLLAR

.5'

CUT NOTCH IN STEEL LID TO ALLOW FOR VENT PIPE

PENETRATION. CUT SUCH THAT GAPS AROUND VENT PIPE ARE

MAXIMUM 12" WIDE AND LID CAN BE REMOVED WITHOUT

INTERFERING WITH VENT

C-05

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/7 /24

2 A

:\J

-A

-4

8\4

-P

H W

\30 0 C

\34

0 S

W G;

PACIFIC SOUTHWEST

WATER

DISTRIBUTION

SYSTEM

BECKWOURTH

D.O.

PLUMAS NATIONAL

FOREST

REGION 5

CIVIL DETAILS

5/09/24

C-05 7 10

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 5/09/24

4/03/24

1/17/24

F U

S G

R N

- F

O R

L U

C-05

C-05 www.provostandpritchard.com

6/05/24

MULTICOREVIEWLINK:SHEET,WATER VALVE BOX ABANDONMENT & REMOVAL

MULTICOREVIEWLINK:SHEET,WATER SERVICE CONNECTION

MULTICOREVIEWLINK:SHEET,SHUTOFF VALVE

MULTICOREVIEWLINK:SHEET,BACK FLOW PREVENTION-PRESSURE REDUCTION

MULTICOREVIEWLINK:SHEET,WASH AREA SERVICE

MULTICOREVIEWLINK:SHEET,FIRE HYDRANT

MULTICOREVIEWLINK:SHEET,TYPICAL UTILITY TRENCH

MULTICOREVIEWLINK:SHEET,COMBINATION AIR VALVE

UNPAVED TRENCH RESTORATION SHOULDER RESTORATIONPAVED TRENCH RESTORATION

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/2 /24

9 A

:\J

-A

-4

8\4

-P

H W

\30 0 C

\34

0 S

-0

3.D W

PACIFIC SOUTHWEST

WATER

DISTRIBUTION

SYSTEM

BECKWOURTH

D.O.

PLUMAS NATIONAL

FOREST

REGION 5

PLUMAS COUNTY

DETAILS

5/09/24

C-06 8 10

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 5/09/24

4/03/24

1/17/24

F U

S G

R N

- F

O R

L U

C-06

C-06 www.provostandpritchard.com

6/05/24

MULTICOREVIEWLINK:SHEET,UNPAVED TRENCH RESTORATION

MULTICOREVIEWLINK:SHEET,SHOULDER RESTORATION

MULTICOREVIEWLINK:SHEET,PAVED TRENCH RESTORATION

CIRCUIT BREAKER

UTILITY

METER

GROUND WELL

TRANSFER SWITCH

(ATS) AUTOMATIC TRANSFER SWITCH

(MTS) MANUAL TRANSFER SWITCH

MOTOR

CONDUIT TRANSITION

BELOW GRADE - ABOVE GRADE

ABOVE GRADE - BELOW GRADE

BELOW GRADE CONDUIT

TRANSFORMER

UTILITY METER

1. INSTRUMENTS AND EQUIPMENT ARE SHOWN IN THE GENERAL VICINITY, VERIFY LOCATIONS WITH OWNER AND RUN

CONDUITS AND CONDUCTORS ACCORDINGLY.

2. CONDUIT SHALL BE CONCEALED, WHEREVER POSSIBLE.

3. PROVIDE SEPARATE GROUNDING CONDUCTOR IN EVERY CONDUIT, UNLESS NOTED OTHERWISE.

4. PROVIDE CONCRETE HOUSEKEEPING PAD FOR ALL FLOOR MOUNTED EQUIPMENT.

SYMBOLS

LEGEND

GENERAL NOTES:

CAT6 COPPER ETHERNET CABLE

DATA COMMUNICATIONS CABLE, ETHERNET

SINGLE MODE FIBER OPTIC CABLE

COAXIAL CABLE

SERIAL CABLE

COPPER

COMMUNICATION (PID)

CAT6

ENET

XXX

NOTE

ABBREVIATIONS

AAP

ABAN

ABCB

ABS

ABSW

ABT

ACB

ACK

ACP-X

ACTR

ADDL

ADDM

AFC

AFF

AFG

AHC

AHM

AIC

ALT

AMB

ANN

ANT

APU

ARM

ASU

ASYM

ATO

ATP

ATS

AUTO XFMR

AUX

AWG

BAT

BCT

BDCT

BFG

BFV

BHP

BKR

BPD

BRF

C C-A-M

CCS

CCT

CCTV

CCW

CFP

CKT

C-M

COAX

COEF

COM

COMM

CPT

CP-X

CR-X

CTC

CTRL

DCS

DCU-X

DEEN

DEMO

DISC

DIST

DIV

DPDT

DPST

E/G

E/C

ECC

EMF

EMT

ENAM

ENCL

ENG

ENMT

ESD

ESR

ESTP

ETM

AMP

ALARM ANNUMCIATOR PANEL

ABANDON

AIR BLAST CIRCUIT BREAKER

ABSOLUTE

AIR BREAK SWITCH

AIR BLAST TRANSFORMER

ALTERNATING CURRENT

AIR CIRCUIT BREAKER

ACKNOWLEDGE

AREA/AUXILIARY CONTROL PANEL NO.X

ACTUATOR

ADDITIONAL

ADDENDUM

AMP FRAME

AUTOMATIC FREQUENCY CONTROL

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AUTO-HOLD-CLOSED

AMPERE HOUR METER

ANALOG INPUT

AMP INTERRUPTING CAPACITY

ALTERNATE

AMMETER

AMBIENT

ANNUNCIATOR

ANTENNA

ANALOG OUTPUT

AUXILIARY POWER UNIT

ARMORED CABLE

AMMETER SWITCH

AIR SUPPLY UNIT

ASYMMETRICAL

AMP TRIP

AUTOMATIC THROW OVER

AMMETER TEST POINT

AUTOMATIC TRANSFER SWITCH

AUTOMATIC TRANSFORMER

AUXILIARY

AMERICAN WIRE CAGE

BELL

BATTERY

BUSHING CURRENT TRANSFORMER

BUS DIFFERENTIAL CURRENT TRANSFORMER

BELOW FINISHED GRADE

BUTTERFLY VALVE

BRAKE HORSEPOWER

BREAKER

BUSHING POTENTIAL DEVICE

BELOW RAISED FLOOR

CONDUIT

COMPUTER-AUTO MANUAL

CIRCUIT BREAKER

CONTROL CABLE

CENTRAL CONTROL SYSTEM

CONTROL CIRCUIT TRANSFORMER

CLOSED CIRCUIT TELEVISION

COUNTER CLOCKWISE

CHEMICAL FEED PUMP

CIRCUIT

COMPUTER MANUAL

CUT OFF SWITCH

COAXIAL CABLE

COEFFICIENT

COMMON

COMMUNICATION

CONTROL POWER TRANSFORMER

CONTROL PANEL DESIGNATION X

CONTROL RELAY DESIGNATION X

CONTROL SWITCH

CURRENT TRANSFORMER

CURRRENT TRANSFORMER CABINET

CONTROL

CONTROL VALVE

CLOCKWISE / COOL WHITE

DIRECT CURRENT

DISTRIBUTED CONTROL SYSTEM

DISTRIBUTED CONTROL UNIT NO.X

DELAY UPON DE-ENERGIZING

DELAY UPON ENERGIZING

DE-ENERGIZE

DEMOLITION

DIGITAL/DISCRETE INPUT

DISCONNECT SWITCH

DISTRIBUTION

DIVISION

DEMAND METER

DIGITAL/DISCRETE OUTPUT

DOUBLE POLE DOUBLE THROW

DOUBLE POLE SINGLE THROW

DOOR SWITCH

DIRECT EXPANSION

EMERGENCY GENERATOR

ELECTRICAL CONTRACTOR

ELECTRICAL AND CONTROLS

ECCENTRIC

EMERGENCY

ELECTROMOTIVE FORCE

ELECTRICAL METALLIC TUBING

ENERGIZED

ENAMEL

ENCLOSURE

ENGINE

ELECTRICAL NON-METALLIC TUBING

EXPLOSION PROOF

EMERGENCY STOP DEPRESSED

EMERGENCY STOP RELAY

EMERGENCY STOP

ELAPSED TIME METER

(F)

FACP

FBO

FCV

FDR

FLA

FLP

FLUOR

FLX

F-O-S F-O-S-A F-O-S-R

FP-X

FRC

FREQ

FUSW

FUT

FVNR

FVR

FWD

GEN

GFCI

GFR

GRC

HID

HMI

H-O-A H-O-R

HORIZ

HPF

HPS

HSTAT

HVAC

I I/C

IGN

IJB

IMC

INCAND

INST

INSTR

INT

INTERCOM

ISP

IBP

IW#

IWP

K kA kAICD kV kVA kVAR kW kWD kWH

L L1,L2,L3

L-B

LBL

LCP-X

LDR

LEL

L-G

L-L

LLCO

L-N

LOR

LOS

LP-X

LRA

LTG

LVL

FUTURE

FIRE ALARM

FIRE ALARM CONTROL PANEL

FURNISHED BY OTHERS

FOOTCANDLE / FAIL CLOSED

FLOW CONTROL VALVE

FEEDER

FULL LOAD AMPS

FAIL TO LAST POSITION

FLUORESCENT

FLEXIBLE CONDUIT

FREQUENCY MODULATION / FLOOR MOUNTED

FAIL OPEN / FIBER OPTIC

FAST-OFF-SLOW

FAST-OFF-SLOW-AUTO

FAST-OFF-SLOW-REMOTE

FIELD PANEL NO.X

FIBERGLASS RIGID CONDUIT

FREQUENCY

FLOAT SWITCH

FUSE

FUSED SWITCH

FUTURE

FULL VOLTAGE NON-REVERSING

FULL VOLTAGE REVERSING

FORWARD

GROUND

GENERATOR

GROUND FAULT CIRCUIT INTERRUPTER (RECEPTACLE)

GROUND FAULT RELAY

GALVANIZED STEEL RIGID CONDUIT

GOVERNOR SWITCH

HOT-LEG

HIGH FREQUENCY

MERCURY

HIGH INTENSITY DISCHARGE

HUMAN MACHINE INTERFACE

HIGH OUTPUT

HAND-OFF-AUTO

HAND-OFF-REMOTE

HORIZONTAL

HORSEPOWER

HIGH POWER FACTOR

HIGH PRESSURE SODIUM

HOUR

HAND OPERATED SELECTOR SWITCH

HUMIDISTAT

HIGH VOLTAGE

HEATING/VENTILATION/AIR CONDITIONING

FREQUENCY (HERTZ)

INSTANTANEOUS LOAD

INSTANTANEOUS/CONTINUOUS LOAD

INTERRUPTING CAPACITY

IGNITION

INSTRUMENT JUNCTION BOX

INTERMEDIATE METAL CONDUIT

INCANDESCENT

INSTANTANEOUS

INSTRUMENT

INTERLOCK

INTERMCOMMUNICATION

INTERNET SERVICE PROVIDER

INSTRUMENT PULL BOX

IN WALL (#INCHES AFF OR AFG)

IN WALL WEATHERPROOF

JUNCTION BOX

KEY INTERLOCK

KILOAMP

KILOAMP INTERRUPTING CAPACITY

KILOVOLT

KILOVOLT AMPERE

KILOVAR (REACTANCE)

KILOWATT

KILOWATT DEMAND

KILOWATT HOUR

LONG-TIME

LIGHTING PANEL BRANCH CIRCUIT

LIGHTNING ARRESTOR

POUND

LINE-BUS

LABEL

LIGHTING CONTACTOR

LOCAL CONTROL PANEL NO.X

LOADING RELAY

LOWER EXPLOSIVE LIMIT

LINE-GROUND

LEAD-LAG LOAD REACTOR

LINE-LINE

LOW LEVEL CUT-OFF

LINE-NEUTRAL

LOCAL OFF REMOTE

LOCK-OUT STOP

LIGHT POLE

LIGHTING PANEL NO.X

LATCHING RELAY LINE REACTOR

LOCKED ROTOR AMPS

LIMIT SWITCH

LIGHTING

LOW VOLTAGE

LEVEL

M/G

MAN

MATV

MAX

MCA

MCB

MCCB

MCC

MCP

MERC

MGO

MLO

MOD

MOT

MOV

MPR

MSP

MS-X

MTO

MTR-X

MTS

MVA

MVS

MWH

M-X

NCTO

NEC

NEG

NEUT

NFC

NIC

N-J

NOTC

O O-C O-C-A

OCB

OCPD

OCR

OHGW

O-O O-O-A O-O-R

OPT

O-R O-S-C

PCM

PCP-X

PCS

PFCC

PLC

PNL

PPSC

PPX

PQM

PRI

PRV

PSI

PVC

PWR

RAC

RECPT

REV

RGS

RMS

RM-X

R-O-A

RTD

RUNN

RVAT

RVNR

RVSS

R-X

MOTOR GENERATOR

MILLIAMPERE

MANUAL

MASTER ANTENNA TELEVISION SYSTEM

MAXIMUM

MODULATE-CLOSE

MOTOR CIRCUIT AMPS

MAIN CIRCUIT BREAKER

MOLDED CASE CIRCUIT BREAKER

MOTOR CONTROL CENTER

MOTOR CIRCUIT PROTECTOR

MERCURY VAPOR

MILLION GALLON

MAGNETICALLY OPERATED

MANHOLE / MOUNTING HEIGHT

MAIN LUGS ONLY

MAGNETIC-INDUCTIVE FLOW METER

MANUALLY OPERATED

MOTOR OPERATED DAMPER

MOTOR

METAL OXIDE VARNISTOR

MOTOR PROTECTION RELAY

MOTOR STARTING PANEL

MOTOR STARTER NO.X

MANUAL THROW OVER

MOTOR NO.X

MANUAL TRANSFER SWITCH

MEGAVOLT

MEGAVOLT-AMPERES

MEDIUM VOLTAGE SWITCH

MEGAWATT

MOTOR WINDING HEATER

MOTOR CONTROLLER NO.X

NORMAL, NEUTRAL

NORMALLY CLOSED

NORMALLY CLOSED TIME OPEN

NATIONAL ELECTRICAL CODE

NEGATIVE

NEUTRAL

NONMETALLIC FLEXIBLE CONDUIT

NOT IN CONTRACT

NORMAL-JOG

NIGHT LIGHT

NORMALLY OPEN

NORMALLY OPEN TIMED CLOSED

NAMEPLATE

OPEN OR CLOSED

OPEN-CLOSE

OPEN-CLOSE-AUTO

OIL CIRCUIT BREAKER

OVERCURRENT PROTECTION DEVICE

OIL CIRCUIT RECLOSURE

OUTER DIAMETER

OVERHEAD

OVERHEAD GUY WIRE

OVERLOAD RELAY

ON-OFF

ON-OFF-AUTO

ON-OFF-REMOTE

OPTIONAL

OFF-REMOTE

OPEN-STOP-CLOSE

POLE

PUBLIC ADDRESS

PUSHBUTTON/PULL BOX

PROCESS CONTROL MODULE

PUMP CONTROL PANEL NO.X

PVC COATED GALVANIZED STEEL CONDUIT

PHOTOCELL

POWER FACTOR

POWER FACTOR CORRECTION CAPACITOR

PHASE

PROGRAMMABLE LOGIC NUMBER

PANEL

PACKAGED POWER SUPPLY CENTER

POWER PANEL NO.X

POWER QUALITY METER

PRIMARY

PRESSURE REDUCING VALVE

PRESSURE SWITCH

POUNDS PER SQUARE INCH

POTENTIAL TRANSFORMER

POLYVINYL CHLORIDE RIGID PLASTIC CONDUIT

POWER

RIGID ALUMINUM CONDUIT

RECEPTACLE

REVERSE

RADIO FREQUENCY

RIGID GALVANIZED STEEL CONDUIT

RELATIVE HUMIDITY

ROOT MEAN SQUARED

REMOTE MODULE NO.X

REMOTE-ON-AUTO

RAPID START

RESISTIVE TEMPERATURE DETECTOR

RUNNING

REDUCED VOLTAGE AUTO TRANSFORMER

REDUCED VOLTAGE NON-REVERSING

REDUCED VOLTAGE SOLID STATE

RESISTOR OR POTENTIOMETER NO.X

SHIELD

SURGE ARRESTER

SHORT CIRCUIT

SUPERVISORY CONTROLS & DATA ACQUISITION

SOFT DRAWN BARE COPPER

SECOND

SLOWER-FASTER

SUB FEED LUGS

SIGNAL

SEALTITE LIQUIDTIGHT FLEXIBLE CONDUIT

SURFACE MOUNTED

SOLENOID-OPERATED VALVE

SINGLE POLE

SURGE PROTECTIVE DEVICE

SINGLE POLE DOUBLE THROW

SPEAKER

SINGLE POLE SINGLE THROW

SOLID STATE

START-STOP

SUPERVISORY SET POINT CONTROL

SHORTING TERMINAL BLOCK

SOLENOID VALVE

SWITCH

SWITCHBOARD

SWITCHGEAR

SYMMETRICAL

SYMBOL

SYSTEM

SOURCE 1

SOURCE 2

TACHOMETER

TERMINAL BLOCK - UNIT X

THERMOCOUPLE / TIME CLOCK / TRAY CABLE

TEMPERATURE DETECTOR RELAY

TIME DELAY RELAY

TOTALLY ENCLOSED

TOTALLY ENCLOSED FAN COOLED

TEMPORARY

TOTALLY ENCLOSED NON-VENTILATED

TERMINAL

TERMINAL JUNCTION BOX

THERMAL MAGNETIC

TOTAL

TWISTED PAIR

TEMPERATURE SWITCH

TWO SPEED CONSEQUENT POLE, TWO WINDING

TWO SPEED SEPARATE WINDING

TWO SPEED CONSEQUENT POLE, ONE WINDING

TWISTED SHIELDED PAIR

THERMOSTAT

TURBIDITY

ULTRA HIGH FREQUENCY

UNGROUNDED

UNINTERRUPTIBLE POWER SUPPLY

UNDER VOLTAGE RELAY

VOLT

VOLT AMPERE

VOLT ALTERNATING CURRENT

VARMETER

VACUUM BREAKER

VOLTAGE CONTROLLED OSCILLATOR

VENDOR CONTROL PANEL

VOLT DIRECT CURRENT

VELOCITY

VARIABLE FREQUENCY DRIVE

VERY HIGH FREQUENCY

VERY HIGH OUTPUT

VIBRATION

VOLTMETER

VAPORPROOF

VOLTAGE REGULATOR

VOLTAGE SWITCH

VOLTMETER SWITCH

VOLTAGE TRANSFORMER

VOLTAGE TEST POINT

WATT / WEST

WATTHOUR DEMAND METER

WATTHOUR METER

WATTMETER

WEATHER PROOF

WATER TIGHT

TRANSFORMER

POSITION SWITCH

SCADA

SDBC

SEC

S-F

SFL

SIG

SLT

SOV

SPD

SPDT

SPKR

SPST

S-S

SSC

STB

SWBD

SWGR

SYMM

SYM

SYS

S1 S2

TACH

TB-X

TDR

TEFC

TEMP

TENV

TERM

TJB

TOT

TS2W

TSIW

TSP

TSTAT

TU OR TURB

UHF

UNG

UPS

UVR

VAC

VAR

VCO

VCP

VDC

VEL

VFD

VHF

VHO

VIB

VTP

WHD

WHM

XFMR

PSH

FIN

FIR

YL-A

FIELD MOUNTED INSTRUMENT

PANEL MOUNTED INSTRUMENT

SCADA SIGNAL

INDICATING LIGHT

PLC SIGNAL

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/6 /24

2 N

G :\J

-A

-4

8\4

-P

\30

0 C

\34 0 S

E0 0_

.D W

PACIFIC SOUTHWEST

WATER

DISTRIBUTION

SYSTEM

BECKWOURTH

D.O.

PLUMAS NATIONAL

FOREST

REGION 5

ELECTRICAL SYMBOLS

AND ABBREVIATIONS

5/09/24

E-01 9 10

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 5/09/24

4/03/24

1/17/24

F U

S G

R N

- F

O R

L U

www.provostandpritchard.com

06/05/2024

O E

O T

EEE

SCALE: 1" = .5'

POST MOUNTED RECEPTACLE

ISOMETRIC

VIEW

N.T.S.

NOTES:

INSTALL THE POST MOUNTED RECEPTACLE WITHIN THE BACKFLOW

PREVENTOR ENCLOSURE. COORDINATE LOCATION OF RECEPTACLE WITH

ENCLOSURE/HEATER MANUFACTURER.

WEATHER RESISTANT

GFCI RECEPTACLE

AND ENCLOSURE

CONCRETE SLAB

LIBRARY FOLDER NAME

CONDUIT TRENCH

DETECTABLE WARNING TAPE WITH "BURIED

ELECTRICAL LINE BELOW", OR APPROVED

EQUAL.

12"

1 1/2" CLEARANCE

BETWEEN

CONDUITS

(VERTICAL AND

HORIZONTAL)

6" (MIN.)

SEPARATION BETWEEN

POWER AND SIGNAL

CIRCUITS

SIGNAL/COMM

CONDUITS,

QUANTITY PER PLANS

POWER CONDUITS,

QUANTITY PER PLANS

NATIVE BACKFILL

90% COMPACTION (MIN.)

CONDUIT,

PER PLANS

4" CLEARANCE

BETWEEN CONDUIT

EDGE AND TRENCH

WALL (TYP.)

UNDISTURBED NATIVE

SOIL

24"

4" SAND AROUND

CONDUITS (TOP

AND BOTTOM)

SCALE: N.T.S.

CONDUIT STUB UP

RGS CONDUIT

MAX 24" ABOVE

GRADE

RGS COUPLING

GRC RISER

PVC TO GRC COUPLING

PVC SWEEP FACTORY

SWEEPS ONLY

PVC CONDUIT PER PLANS

ADAPTER COUPLING

SEALANT

PVC SLEEVE

CONCRETE SLAB

COUPLING

TO INSTRUMENT

LIQUIDTIGHT

FLEX CONDUIT

48" MAX

NOTES

1. ALL ABOVE GRADE CONDUIT SHALL BE GRC.

2. ALL BELOW GRADE CONDUIT SHALL BE PVC-40.

3. PROVIDE ABOVE-GRADE CONDIUT SUPPORTS AS REQUIRED BY NEC, OR REQUESTED BY OWNER.

4. PROVIDE CONDUIT EXPANSION/DEFLECTION AS REQUIRED, OR REQUESTED BY OWNER.

5. PROVIDE FITTINGS TO INTERCONNECT COUPLING WITH POST-MOUNTED WEATHER RESISTANT

RECEPTACLE.

0 5 10 20

SCALE IN FEET

NOTES

1. PROVIDE PULLBOXES, AS NEEDED, FOR CONDUIT ROUTING TO MAINTAIN NEC CONDUIT BEND LIMITS.

2. FIELD FIT CONDUIT RUN, ENSURE NO EXISTING OR NEW UTILITIES, OR ENVIRONMENTAL FEATURES ARE DISTURBED WHEN CONDUIT IS

ROUTED FROM THE EXISTING ELECTRICAL PANEL TO THE BACKFLOW PREVENTOR ENCLOSURE.

3. COORDINATE ELECTRICAL SERVICE DESIGN WITH BACKFLOW PREVENTOR ENCLOSURE AND HEATER MANUFACTURER.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/6 /24

1 N

G :\J

-A

-4

8\4

-P

\30

0 C

\34 0 S

E0 1_

W G;

PACIFIC SOUTHWEST

WATER

DISTRIBUTION

SYSTEM

BECKWOURTH

D.O.

PLUMAS NATIONAL

FOREST

REGION 5

GENERAL ELECTRICAL

5/09/24

E-02 10 10

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 5/09/24

4/03/24

1/17/24

Know what's below.

Call before you dig.

WARNING

POWER LINES

OVERHEAD

POST MOUNTED WEATHER RESISTANT 20A RATED DUPLEX RECEPTACLE

BACKFLOW PREVENTOR

AND HEATED ENCLOSURE.

1" CONDUIT WITH 2#10

AND 1#10G XHHW-2

CONDUCTORS

EXISTING ELECTRICAL PANEL

E-02

CONDUIT STUB UP

E-02

CONDUIT TRENCH

E-02

REMOVE UNUSED 15A

BREAKER AND REPLACE

WITH 20A 1PHASE GFCI

BREAKER FOR HEATER,

MATCH MAKE/MODEL OF

EXISTING BREAKERS

www.provostandpritchard.com

06/05/2024

MULTICOREVIEWLINK:SHEET,POST MOUNTED WEATHER RESISTANT RECEPTACLE

MULTICOREVIEWLINK:SHEET,CONDUIT TRENCH

MULTICOREVIEWLINK:SHEET,CONDUIT STUB UP

MULTICOREVIEWLINK:SHEET,POST MOUNTED WEATHER RESISTANT RECEPTACLE

MULTICOREVIEWLINK:SHEET,CONDUIT STUB UP

MULTICOREVIEWLINK:SHEET,CONDUIT TRENCH

G-01 TITLESHEET

G-02 GENERAL NOTES

C-01 EXISTING CONDITIONS AND DEMOLITION PLAN

C-02 WATER SYSTEM PLAN

C-03 PLAN AND PROFILE SOUTH

C-04 PLAN AND PROFILE NORTH

C-05 CIVIL DETAILS

C-06 PLUMAS COUNTY DETAILS

E-01 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E-02 GENERAL ELECTRICAL

File details come from the government source that posted it. Updated Aug 27, 2026.