Attachment 0003_2023-0742_Appendix B - FINAL PLANS.pdf

PDF 8 MB Posted Aug 24, 2026

Attached to: Install Utilities - RV Campground Site - Rock Island Arsenal (Amendment 0003)
Solicitation number: W519TC-26-R-A072
Issued by: Department of the Army Materiel Command Contracting Command Rock Island Arsenal

About this file

Written by GovTribe AI · Aug 24, 2026

This document is a set of construction plans and specifications for utility installation at Rock Island Arsenal in Rock Island, Illinois. The project (No. 2023-0742) involves installing an 8-inch high-density polyethylene (HDPE) water main (543.6 linear feet from STA 100+00.00 to STA 105+43.26), a 1-inch polyethylene gas line (660.3 linear feet from STA 200+00.00 to STA 206+57.62), electrical infrastructure including eleven new power poles (P-37 through P-47), a 500 kVA transformer rated at 13.8/480/277V, and associated appurtenances to serve an RV campground site. The water main installation includes a gate valve, water meter (Elster C3000), hydrant service, and utility manhole with internal valve housing. The gas line installation includes gas valves and metering equipment.

The electrical scope encompasses upgrading existing power pole P-36 with new cross arm and copper wire, installing overhead 15 kV power cable (3x1/0 AWG ACSR), establishing a pad-mounted transformer with grounding and bonding, providing a 15 kV fusible cutoff switch with surge arrester protection, and running primary and secondary circuit conductors in conduit and concrete ductbank. The project applies the 2026 Statewide Urban Design and Specifications (SUDAS) standards for design and construction. Estimated quantities include clearing and grubbing, topsoil preparation, granular stabilization and subbase materials, asphalt pavement removal and replacement, various water and gas main fittings and valves, fire hydrant assembly, utility manhole, water meter, gas meter, and site restoration with hydraulic seeding. The contractor is responsible for verifying utility locations and all work is specified as a lump sum contract with total project sheets of 26.

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Other files

File	Type	Posted
Attachment 0008_2023-0742_Questions and Answers.pdf	PDF	Sep 11, 2026
Solicitation Amendment 0003 - W519TC26RA072 (11SEP26).pdf	PDF	Sep 11, 2026
Solicitation Amendment 0002 - W519TC26RA072 (02SEP26).pdf	PDF	Sep 2, 2026
UPDATED_Attachment 0005_2023-0742_Wage Determination.pdf	PDF	Sep 2, 2026
Attachment 0007_2023-0742_Site Visit Attendees (01SEP26).pdf	PDF	Sep 2, 2026
REVISED_Attachment 0004_2023-0742_Site Visit Map.pdf	PDF	Aug 31, 2026
Solicitation Amendment 0001 - W519TC26RA072 (31AUG26).pdf	PDF	Aug 31, 2026
Attachment 0001_2023-0742_Statement of Work (SOW)_26JUN2026.pdf	PDF	Aug 24, 2026
Attachment 0004_2023-0742_Site Visit Map.pdf	PDF	Aug 24, 2026
Solicitation_Utilities RV Campground_W519TC-26-R-A072 (24AUG26).pdf	PDF	Aug 24, 2026
Attachment 0006_Contractor Vendor Guide.pdf	PDF	Aug 24, 2026
Attachment 0002_2023-0742_Appendix A-Specifications.pdf	PDF	Aug 24, 2026
Attachment 0005_2023-0742_Wage Determination.pdf	PDF	Aug 24, 2026

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PLANS OF PROPOSED IMPROVEMENT ON THE

ROCK ISLAND ARSENAL

ROCK ISLAND, ILLINOIS

INSTALL UTILITIES TO RV CAMPGROUND SITE

PROJECT NUMBER: 2023-0742

NORTH

NO SCALE

UTILITY NOTE

The location of the existing utilities are shown on the plans for information only and represents the best knowledge of the engineer. It shall be the contractor's responsibility to verify all utility locations during construction.

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TOTAL SHEETS: 26

Note:

The 2026 Statewide Urban Design and Specifications (SUDAS) shall apply to design and construction on this project The SUDAS design specfications may be download at https://iowasudas.org/manuals/specifications-manual/

RODMAN AVENUE

CEMETERY

PROJECT LOCATION

BEGINNING OF PROPOSED 8" HDPE

WATER MAIN, STA 100+00.00

END OF PROPOSED 1" POLY GAS LINE, STA 206+60.30END OF PROPOSED 8" HDPE WATER MAIN, STA 105+46.50

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KING DRIVE

BLUNT ROAD

BEGINNING OF PROPOSED 1" POLY

GAS LINE, STA 200+00.00

MOLINE

GATE

MISSISSIPPI RIVER

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16.53'

3.00'

1.66'

5.33' 2.33'

0.83'

5.00'

TO TOP OF PIPE

4.29'

2.86'

1.5:1 1.5:1

PLACE 8" HDPE WATER MAIN

MAN SAND BACKFILL

CROSS SECTIONAL AREA = 6.54 SF

PLACE 1.00' COMPACTED MODIFIED SUBBASE

CROSS SECTIONAL AREA = 16.52 SF

EX. HMA PAVEMENT

APPROX. 10"

EX. HMA PAVEMENT

APPROX. 10"

2" LIFT, 1/2" MIX, SURFACE COURSE

2" LIFT, 1/2" MIX, INTERMEDIATE COURSE

4" LIFT, 3/4" MIX, BASE COURSE

0.50'

P5OPOSED PIPE T5ENCH T<PICAL SOIL CONDITIONS AT 5ODMAN AVENUE

STA 100+40.61 TO STA 100+71.72

16.53'

3.00'

1.66'

5.33'

1.00'

0.83'

5.00'

TO TOP OF PIPE

6.81'

4.54'

1.5:1 1.5:1

PLACE 8" HDPE WATER MAIN

MAN SAND BACKFILL

CROSS SECTIONAL AREA = 6.54 SF

PLACE 3.51' COMPACTED TRENCH BACKFILL (REUSE EXCAVATION)

CROSS SECTIONAL AREA = 34.22 SF

0.50'

PLACE 6" TOPSOIL

CROSS SECTIONAL AREA = 7.89 SF

HYDRO SEED, FERTILIZE AND MULCH, SUDAS

TYPE 1 PERMANENT SEED

P5OPOSED PIPE T5ENCH T<PICAL SOIL CONDITIONS IN *5EEN SPACE A5EAS

STA 100+00.00 TO STA 100+40.61

STA 100+71.72 TO STA 102+70.78

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NOTE:

1.) TRENCH BACKFILL PLACED IN

MAX 8" COMPACTED LIFTS.

3.51'

PLACE 3.51' COMPACTED TRENCH BACKFILL (REUSE EXCAVATION)

CROSS SECTIONAL AREA = 18.73 SF1.00'

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P5OPOSED PIPE T5ENCH T<PICAL SOIL CONDITIONS AT 5EC T5AIL

STA 103+46.35 TO STA 103+55.91

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14.03'

5.36' 5.00'

TOP OF PIPE

3.00'

0.81'1.5:11.5:1

PLACE 1" POLY GAS LINE 6.14'

0.50'

1.66'

PLACE 8" HDPE WATER MAIN

5.55'

3.70'

2.50'

TOP OF PIPE

4.00'1.50'

PLACE 4" HMA

2" BASE COURSE, 12" MIX

2" SURFACE COURSE, 12" MIX

BINDER PG 58-28S

CROSS SECTIONAL AREA = 4.68 SF TOTAL EX. 4" HMA REC TRAIL

EX. 4" REC TRAIL

MAN SAND BACKFILL

CROSS SECTIONAL AREA = 36.13 SF

PLACE 0.50' COMPACTED MODIFIED SUBBASE

CROSS SECTIONAL AREA = 7.01 SF

16.53'

3.00'

1.66'

4.00'

2.78'

5.33'

1.00'

0.83'

5.00'

TO TOP OF PIPE

2.50'

TO TOP OF PIPE

4.12'

2.75' 1.5:1 1.5:1

PLACE 8" HDPE WATER MAIN

PLACE 1" POLY GAS LINE

MAN SAND BACKFILL

CROSS SECTIONAL AREA = 24.44 SF

PLACE 1.25' COMPACTED TRENCH BACKFILL (REUSE EXCAVATION)

CROSS SECTIONAL AREA = 16.58 SF

0.50'

PLACE 6" TOPSOIL

CROSS SECTIONAL AREA = 7.89 SF

HYDRO SEED, FERTILIZE AND MULCH, SUDAS

TYPE 1 PERMANENT SEED

P5OPOSED PIPE T5ENCH T<PICAL SOIL CONDITIONS IN *5EEN SPACE A5EAS

STA 102+70.78 TO STA 103+46.35

STA 103+55.91 TO STA 105+43.26

NOTE:

1.) TRENCH BACKFILL PLACED IN

MAX 8" COMPACTED LIFTS.

PLACE 8" COMPACTED TRENCH BACKFILL (REUSE EXCAVATION)

CROSS SECTIONAL AREA = 8.87 SF

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P5OPOSED PIPE T5ENCH T<PICAL BED5OC. CONDITIONS IN *5EEN SPACE A5EAS

STA 100+00.00 TO STA 100+40.61

STA 100+71.72 TO STA 102+70.78

P5OPOSED PIPE T5ENCH T<PICAL BED5OC. CONDITIONS AT 5EC T5AIL

STA 103+46.35 TO STA 103+55.91

PLACE 8" HDPE WATER MAIN

PLACE 1" POLY GAS LINE

MAN SAND BACKFILL

CROSS SECTIONAL AREA = 6.51 SF

PLACE COMPACTED TRENCH

BACKFILL (REUSE EXCAVATION)

CROSS SECTIONAL AREA = 16.31 SF

PLACE 4" HMA

2" BASE COURSE, 12" MIX

2" SURFACE COURSE, 12" MIX

BINDER PG 58-28S

CROSS SECTIONAL AREA = 2.16 SF TOTAL

PLACE 0.5' COMPACTED MODIFIED SUBBASE

CROSS SECTIONAL AREA = 3.25 SF

2.50'

TO TOP OF PIPE

NOTE:

1.) BEDROCK IS CONSIDERED SHALLOW

IN THIS AREA OF THE ISLAND. THIS

TYPICAL SHALL BE USED WHEN

BEDROCK IS ENCOUNTERED IN LIEU

OF THE TYPICAL SOIL CONDITION

TYPICALS.

NOTE:

1.) BEDROCK IS CONSIDERED SHALLOW IN THIS AREA OF THE ISLAND. THIS

TYPICAL SHALL BE USED WHEN BEDROCK IS ENCOUNTERED IN LIEU OF

THE TYPICAL SOIL CONDITION TYPICALS.

P5OPOSED *AS PIPE T5ENCH T<PICAL BED5OC.

O5 *5EENSPACE CONDITIONS

STA 202+72.48 TO STA 206+57.62

2.50' TO TOP

OF PIPE

PLACE 1" POLY GAS LINE

MAN SAND BACKFILL

CROSS SECTIONAL AREA = 3.16 SF

6.17'

5.00'

TO TOP OF PIPE

3.00'

0.50' 0.33'

4.00'

PLACE COMPACTED TRENCH

BACKFILL (REUSE EXCAVATION)

CROSS SECTIONAL AREA = 2.00 SF

3.08'

2.00'

2.54'

0.50'

1.00'

0.50'

3.08'

0.50'

1.04'

1.00'

MAN SAND BACKFILL

CROSS SECTIONAL AREA = 3.16 SF

2.00'

3.17'

2.17'

PLACE 8" HDPE WATER MAIN

MAN SAND BACKFILL

CROSS SECTIONAL AREA = 6.51 SF

PLACE COMPACTED TRENCH

BACKFILL (REUSE EXCAVATION)

CROSS SECTIONAL AREA = 16.31 SF

6.17'

5.00'

TO TOP OF PIPE

3.00'

0.50' 0.33'

1.00'

3.50'

2.17'

6.50'

3.08'

PLACE 6" TOPSOIL

CROSS SECTIONAL AREA = 3.25 SF

HYDRO SEED, FERTILIZE AND MULCH, SUDAS

TYPE 1 PERMANENT SEED

PLACE 6" TOPSOIL

CROSS SECTIONAL AREA = 7.89 SF

HYDRO SEED, FERTILIZE AND MULCH, SUDAS

TYPE 1 PERMANENT SEED

P5OPOSED PIPE T5ENCH T<PICAL BED5OC. CONDITIONS ON 5ODMAN AVENUE

STA 100+40.61 TO STA 100+71.72

PLACE 8" HDPE WATER MAIN

MAN SAND BACKFILL

CROSS SECTIONAL AREA = 6.51 SF

PLACE COMPACTED TRENCH

BACKFILL (REUSE EXCAVATION)

CROSS SECTIONAL AREA = 7.00 SF

PLACE 4" HMA

4" BASE COURSE, 34" MIX

2" INTERMEDIATE COURSE, 12" MIX

2" SURFACE COURSE, 12" MIX

BINDER PG 58-28S

CROSS SECTIONAL AREA = 4.33 SF TOTAL

PLACE 12" COMPACTED MODIFIED SUBBASE

CROSS SECTIONAL AREA = 3.00 SF

NOTE:

1.) BEDROCK IS CONSIDERED

SHALLOW IN THIS AREA OF THE

ISLAND. THIS TYPICAL SHALL BE

USED WHEN BEDROCK IS

ENCOUNTERED IN LIEU OF THE

TYPICAL SOIL CONDITION

TYPICALS.

2.) TRENCH BACKFILL PLACED IN

MAX 8" COMPACTED LIFTS.

6.17'

5.00'

TO TOP OF PIPE

3.00'

0.50' 0.33'

1.00'

3.17'

2.17'

EX. HMA

PAVEMENT

EX. HMA

PAVEMENT

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P5OPOSED PIPE T5ENCH T<PICAL BED5OC. CONDITIONS IN *5EEN SPACE A5EAS

STA 102+70.78 TO STA 103+46.35

NOTE:

1.) BEDROCK IS CONSIDERED SHALLOW IN THIS AREA OF THE ISLAND. THIS

TYPICAL SHALL BE USED WHEN BEDROCK IS ENCOUNTERED IN LIEU OF

THE TYPICAL SOIL CONDITION TYPICALS.

PLACE 8" HDPE WATER MAIN

PLACE 1" POLY GAS LINE

MAN SAND BACKFILL

CROSS SECTIONAL AREA = 6.51 SF

PLACE COMPACTED TRENCH

BACKFILL (REUSE EXCAVATION)

CROSS SECTIONAL AREA = 16.31 SF

2.50'

TO TOP OF PIPE

6.17'

5.00'

TO TOP OF PIPE

3.00'

0.50' 0.33'

4.00'

3.04'

0.50'

1.00'

MAN SAND BACKFILL

CROSS SECTIONAL AREA = 3.16 SF

2.00'

3.50'

2.17'

6.50'

3.12'

PLACE 6" TOPSOIL

CROSS SECTIONAL AREA = 3.25 SF

HYDRO SEED, FERTILIZE AND MULCH, SUDAS

TYPE 1 PERMANENT SEED

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NOTES:

1.) THIS SHEET SHOULD BE TREATED AS A REFERENCE ONLY. THE PROJECT IS BID AS A LUMP SUM

PROJECT AND THE CONTRACTOR'S BID SHOULD ACCOUNT FOR ALL WORK DETAILED IN THE

PLAN SHEETS. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THEIR OWN QUANTITY TAKE

OFF FOR THE PROJECT AND MAKING A BID BASED ON THEIR TAKE OFF AND THE BID ITEM CODE

REFERENCES FOUND ON THIS SHEET.

2.) THE 2026 STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) SHALL APPLY TO THE

CONSTRUCTION OF THIS PROJECT. THE SUDAS DESIGN MANUAL AND SPECIFICATIONS MAY BE

DOWNLOADED AT https://iowasudas.org/manuals/specifications-manual/

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1.) THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 2026 EDITION OF THE STATEWIDE URBAN DESIGN AND

SPECIFICATIONS PROGRAM (SUDAS) UNLESS OTHERWISE NOTED.

2.) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING UTILITIES AND PAVED STREETS, INCLUDING ANY NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER AND DEPARTMENT OF PUBLIC WORKS IF ANY CONFLICTS WITH THE DRAWINGS OCCUR. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY TRENCHING AND GRADING OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. EXISTING UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE. IT IS POSSIBLE THAT THERE ARE OTHER UTILITIES WHOSE EXISTENCE IS PRESENTLY NOT KNOWN OR SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TYPE AND LOCATION OF UNDERGROUND UTILITIES AND TO AVOID DAMAGE THERETO. MINOR CONFLICT WITH UNDERGROUND UTILITIES THAT ARE ABANDONED BUT NOT REMOVED BY THE OWNER OF THE UTILITY SHALL BE REMOVED AS NECESSARY FOR THE CONSTRUCTION OF THE PROJECT BY THE CONTRACTOR. REMOVAL SHALL BE INCIDENTAL TO THE JOB AND SHALL NOT ENTITLE THE CONTRACTOR TO ANY EXTRA

COMPENSATION.

3.) THE DEPARTMENT OF PUBLIC WORKS SHALL HAVE ACCESS TO THE PROJECT FOR CONSTRUCTION AND TO MAKE

EXTENSIONS OR ADJUSTMENTS OF SERVICES.

4.) ALL UNSUITABLE MATERIAL, CONSTRUCTION DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE PROPERLY

DISPOSED OF OFF-SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL GUIDELINES.

5.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE WASTE AREAS OR DISPOSAL SITES FOR EXCESS OR UNDESIRABLE MATERIAL, WHICH IS NOT TO BE INCORPORATED IN THE WORK INVOLVED IN THIS PROJECT. NO PAYMENT

FOR OVERHAUL WILL BE ALLOWED FOR MATERIAL HAULED TO THESE SITES.

6.) THE CONTRACTOR SHALL PREVENT SILT AND DEBRIS FROM ENTERING STORM SEWERS AND CULVERTS AND SHALL REMOVE

ANY SUCH MATERIAL THAT ENTERS THEM.

7.) CARE SHALL BE TAKEN TO PREVENT STORM WATER FROM UNDERMINING THE PAVEMENT DURING CONSTRUCTION. IF AREAS BECOME UNDERMINED, THEY SHALL BE REPAIRED IN A MANNER ACCEPTABLE TO THE ENGINEER/C.O.R.

REPRESENTATIVE. PRESSURE GROUTING MAY BE REQUIRED.

8.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ADJACENT STREETS FREE FROM EXCESSIVE BUILD-UP OF SOIL AND/OR GRANULAR MATERIAL FROM THE PROJECT. THE CONTRACTOR SHALL CLEAN EXCESS SOIL AND OTHER MATERIAL FROM THE ADJACENT STREETS AS REQUIRED BY THE ENGINEER/C.O.R. REPRESENTATIVE. ANY DAMAGE DONE TO EXISTING

STREETS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

9.) THE CONTRACTOR SHALL TAKE MEASURES TO PREVENT THE SPREAD OF DUST FROM THE CONSTRUCTION AREAS AND HAUL ROUTES, WHICH INCLUDE THE APPLICATION OF WATER AS DIRECTED BY THE ENGINEER/C.O.R. REPRESENTATIVE. THIS

WORK SHALL BE CONSIDERED INCIDENTAL TO EARTH EXCAVATION.

10.) WHEN NOT INITIATED AT AN EXISTING JOINT, THE REMOVAL OF EXISTING CONCRETE PAVEMENT, ASPHALT OR CONCRETE DRIVES AND SIDEWALKS SHALL BE INITIATED WITH FULL DEPTH SAW CUTS, EXERCISING EXTREME CARE TO AVOID SURFACE BREAKS AND SPALLING. IF SURFACE BREAKS OR SPALLING OCCUR, ADDITIONAL REMOVAL AND REPLACEMENT SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. THE COST OF SAW CUTS SHALL BE CONSIDERED INCIDENTAL TO THE COST OF

CONSTRUCTION.

11.) SPECIAL CARE SHALL BE TAKEN FORMING AT INTERSECTIONS IN ACCORDANCE WITH PROPOSED PROFILES AND GRADES SHOWN ON THE PLANS AND GRADE SHEETS. SHORT LENGTHS OF FORMS OR FLEXIBLE FORMS MAY BE NECESSARY AT THESE

LOCATIONS.

12.) ALL CONCRETE SHALL UTILIZE AN IOWA DOT C-4 MIX DESIGN AND HAVE A COMPRESSIVE STRENGTH OF 3,500 PSI AT 14

DAYS AND 4,000 PSI AT 28 DAYS.

13.) THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE ENCOUNTERED BETWEEN THE PLANS AND SPECIFICATIONS AND THE EXISTING FIELD CONDITIONS. WORK WARRANTING A CHANGE IN SCOPE SHALL BE SUBMITTED TO THE C.O.R. WITHIN 30 DAYS OF NOTICE OR THE CONTRACTOR WILL FORFEIT RIGHTS TO COMPENSATION FOR

THE WORK.

14.) PUMPING GROUND WATER AND/OR STORM WATER FROM OPEN TRENCHES SHALL BE CONSIDERED INCIDENTAL TO THE

CONTRACT.

15.) CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR, SURVEY CREW AND COMPANY SHALL BE CONSIDERED COMPETENT AND RESPONSIBLE FOR REPORTING ANY DISCREPANCIES OR UNFORESEEN PROJECT ERRORS BEFORE AND DURING CONSTRUCTION STAKING TO ENSURE BLUNDERS AND MISINFORMATION IS NOT CONSTRUCTED IN THE FIELD. IF AN APPARENT ERROR IN THE DESIGN IS DISCOVERED DURING CONSTRUCTION STAKING OF THE PROJECT, THE CONTRACTOR, SURVEY CREW AND COMPANY SHALL CEASE CONSTRUCTION AND REPORT IT TO DPW IMMEDIATELY SO THE ERROR MAY BE CORRECTED AS SOON AS POSSIBLE. ANY LOST WORK TIME, LABOR OR EQUIPMENT FEE

WILL NOT BE PAID DURING WORK STOPPAGE DUE TO UNFORESEEN ERROR.

16.) ACCESS TO THE CEMETERY MUST BE MAINTAINED DURING THE ENTIRE PROJECT.

17.) ALL EXISTING STORM INFORMATION SHALL BE CONSIDERED A REFERENCE AND THE RESPONSIBILITY OF THE CONTRACTOR

VERIFY IN THE FIELD PRIOR TO CONSTRUCTION.

18.) THE CONTRACTING AUTHORITY RESERVES THE RIGHT TO KEEP ANY/ALL REMOVED MATERIAL THAT INCLUDES BUT IS NOT LIMITED TO MANHOLES AND STORM SEWER PIPE. IF THE CONTRACTING AUTHORITY ELECTS NOT TO KEEP REMOVED MATERIAL, THE MATERIAL BECOMES THE PROPERTY OF THE CONTRACTOR AND IS RESPONSIBLE FOR THE

DISPOSAL/REMOVAL FROM THE PROJECT.

19.) NO OVERHAUL ON THIS PROJECT.

GENERAL NOTES

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R O

C K

N D

, I L

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

C.05

B Y:

C . H

N D

N B

. S U

B Y:

D B

. K O

I, D

R O

W O

, C H

O F

E R

PIV

STORM MANHOLE

STORM INLET

DOWNSPOUT

SANITARY MANHOLE

SANITARY/STORM CLEANOUT

WATER VALVE

POST INDICATOR VALVE

HYDRANT

WELL

WATER MANHOLE

SPRINKLER BOX

POWER POLE W/ LIGHT

POWER POLE W/ METER

GUY WIRE

ELECTRIC MANHOLE

ELECTRIC PEDESTAL/TRANSFORMER

ELECTRIC METER

TELEPHONE MANHOLE

TELEPHONE PEDESTAL

UTILITY MANHOLE

HANDHOLE

GAS VALVE

GAS METER

AIR CONDITIONING UNIT

LIGHT POLE

TRAFFIC SIGNAL CONTROLLER

VAPOR LIGHT

TRAFFIC SIGNAL

TRAFFIC CANTILEVER

MAIL BOX

SIGN

FLAGPOLE

POST/BOLLARD

HANDICAP STALL

CONIFER TREE

DECIDUOUS TREE

BUSH/SHRUB

CONTROL POINT

BENCHMARK

MONUMENT

SYMBOL LEGEND

OE OE

GAS

COMM

FOC

SAN >>

STRM >>

W W

UT UT

T T

LINETYPE LEGEND

EXISTING

SANITARY SEWER

STORM SEWER

WATER MAIN

UNDERGROUND ELECTRIC

GAS LINE

UTILITY LINE

TELEPHONE

OVERHEAD ELECTRIC

FIBER OPTIC CABLE

DITCH FLOWLINE

CHAIN LINK FENCE

WOOD FENCE

GUARD RAIL

CONTOUR

TRACKS

COMMUNICATION LINE

3'' PE-SAN << SANITARY SEWER - 3 INCH POLYETHYLENE

GAS - ABAND GAS LINE - ABANDONED

8''W-AC WATER MAIN - 8 INCH ASBESTOS CONCRETE

8''GAS - HDPE GAS LINE - 8" HIGH-DENSITY POLYETHYLENE (HDPE)

4''W - PVC WATER MAIN - 4 INCH POLYVINYL CHLORIDE (PVC)

6''W - CI WATER MAIN - 6 INCH CAST IRON (CI)

3''W - PE WATER MAIN - 3 INCH POLYETHYLENE (PE)

8''W-HDPE

PROPOSED

WATER MAIN - 8 INCH HIGH-DENSITY POLYETHYLENE (HDPE)

1''GAS - PE GAS LINE - 1 INCH POLYETHYLENE

WATER MAIN RPZ BOXRPZ

-0

O R

V C

R O

U N

D S

R G

-8

AutoCAD SHX Text T

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text U

AutoCAD SHX Text G

AutoCAD SHX Text 12"

AutoCAD SHX Text 6"

8''W

-HDPE

8''W

-HDPE

8''W

-HDPE

8''W

-HDPE

8''W

-HDPE

8''W

-HDPE

8''W

-HDPE

8''W

-HDPE

8''W

-HDPE

10+00

11+00

12+00

8''W

-AC

8''W

-AC

8''W

-AC

4''W

- PVC

4''W

- PVC

4''W

- PVC

4''W

- PVC

4''W

- PVC

4''W

- PVC

4''W

- PVC

4''W

- PVC

4''W

- PVC

4''W

- PVC

4''W

- PVC

3'' W

6'' W

3'' PE-SAN <<

8''GAS - HDPE

GAS - ABAND

COM

COMM

COM

COMM

COM

RPZ

1''GAS - P

OLY

1''GAS - P

OLY

100+00

101+00

102+00

103+00

200+00

BP: 200+00.00

ATCH LINE STA - 102+91.16

K D

D B

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. A R

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W O

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2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

D.01

B Y:

C . H

N D

N B

. S U

B Y:

D B

. K O

I, D

R O

W O

, C H

O F

D P

S H

AN AVENUE

EX. HM

A PAVEM

ENT

EX. *5AVEL SHO

ULDE5

P.O.B. FOR PROP. 1" POLY GAS LINE

FROM STA 200+00.00 TO STA 206+57.62

TAP PROP. 1 " POLY TO EXISTING 8" HDPE

GAS MAIN (30 PSI), 1 EA

PROP. 8" HDPE WATER MAIN

STA 100+00.00 TO STA 105+43.26

543.6 LF

EX. EDGE OF HMA

EX. RPZ WATER MAIN

PROP. GAS VALVE, 1 EA

EX. VALVE 131

EX. VALVE 966

EX. VALVE 132EX. VALVE 134

EX. WATER MAIN 6" CI

AC = ASBESTOS CONCRETE

EX. FIRE MAIN

WATER MAIN P.O.B. STA 100+00.00

DISCONNECT EXISTING 4" PVC AND

CONSTRUCT 8" WATER MAIN HDPE

TO EXISTING VALVE 132

PLACE 8" VALVE, 2 EA

PLACE 8"X 8" WATER MAIN TEE

CONNECT TO EXISTING 4" WATER MAIN PVC,

PLACE 8" TO 4" WATER MAIN REDUCE, 1 EA

PROP. 8" WATER MAIN HDPE,

17.5 LFNOTE:

1.) 90° WATER MAIN FITTINGS ARE NOT ALLOWED ON

THIS PROJECT. THE FOLLOWING WATER MAIN

FITTINGS ARE ACCEPTABLE, 11.25°, 22.5° AND 45°.

2.) THE EXISTING 8" HDPE GAS LINE IS 30 PSI.

LOCATION OF EXISTING 4" WATER MAIN IS UNKNOWN

-0

O R

V C

R O

U N

D S

REMOVE AND REPLACE

EXISTING HMA PAVEMENT,

57.2 SY

PLACE 6" TOPSOIL, HYDRO

SEED, FERTILIZE AND MULCH,

85.6 SY,

0.02 AC

STA 100+71.72 TO STA 103+46.35

PLACE 6" TOPSOIL, HYDRO SEED,

FERTILIZE AND MULCH,

632.9 SY,

0.13 AC

PROP. 8" WATER MAIN HDPE,

6.0 LF

PLACE 6" GRANULAR SHOULDER TYPE B,

8 TON

31.12'

16.54'

6.09'

R G

-8

Feet 0 20 40

8''W-HDPE 8''W-HDPE 8''W-HDPE 8''W-HDPE 8''W-HDPE 8''W-HDPE 8''W-HDPE

3'' PE-SAN

3'' PE-SAN <<

3'' PE-SAN

8''GAS - HDPE

GAS - ABAN

1''GAS - POLY 1''GAS - POLY 1''GAS - POLY 1''GAS - POLY 1''GAS - POLY 1''GAS - POLY 1''GAS - POLY 1''GAS - POLY

103+00 104+00 105+00 105+43

200+00

201+00 202+00 203+00

: 2

- 1

+9 1.

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

D.02

B Y:

C . H

N D

N B

. S U

B Y:

D B

. K O

I, D

R O

W O

, C H

O F

D P

S H

5EC

T5AIL

EX. H

A PAVEM

ENT

NOTE:

1.) THE EXISTING 8" HDPE GAS LINE IS 30 PSI.

WATER MAIN TO BE

INSTALLED IN THE FUTURE

FOR RV PARK PROJECT

(WORK BY OTHERS)

WATER MAIN TO BE

INSTALLED IN THE FUTURE

FOR RV PARK PROJECT

(WORK BY OTHERS)

PROP. 6" HYDRANT

SERVICE & VALVE, 1 EA

PROP. 8" X 6"

WATER MAIN TEE

PROP. 8" WATER MAIN METER,

ELSTER C3000 BRONZE LOW LEAD NSF 61, AND

8" SCREEN STRAINER FDA EPOXY COATED

INTERIOR,

1 EA

STA 105+43.26

END OF PROP. 8" WATER MAIN HDPE,

PLACE 8" WATER MAIN CAP, 1 EA

-0

O R

V C

R O

U N

D S

REMOVE AND REPLACE

EXISTING HMA REC TRAIL,

17.6 SY PROP. 8" HDPE WATER MAIN

STA 100+00.00 TO STA 105+43.26

543.6 LF

PROP. 1" POLY GAS LINE

FROM STA 200+00.00 TO STA 206+57.62,

660.3 LF

STA 103+55.91 TO STA 105+43.26

STA 200+85.13 TO STA 206+57.62

PLACE 6" TOPSOIL, HYDRO SEED,

FERTILIZE AND MULCH,

994.8 SY,

0.21 AC

9.64'

9.56'

17.57'

PROP. UTILITY MANHOLE, THE MANHOLE

SHALL HOUSE AN 8" WATER VALVE TO THE

EAST AND WEST OF THE METER

PROP. 8" VALVE, 2 EA

PROP. UTILITY MANHOLE, 1 EA

R G

-8

S W

Feet 0 20 40

8''W-HDPE

1''GAS - POLY

1''GAS - POLY 1''GAS - POLY

1''GAS - POLY

105+43 203+00

204+00 205+00

206+00

: 2

MATCH LIN

E STA - 2

05+52.00

K D

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U .S

. A R

M Y

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D A

E O

W O

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C K

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2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

D.03

B Y:

C . H

N D

N B

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B Y:

D B

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I, D

R O

W O

, C H

O F

D P

S H

EX. .IN* D5IVE

9" P.C.C. PAVEM

ENT ON 12"

ODIFIED SUBBASE

WATER MAIN TO BE

INSTALLED IN THE FUTURE

FOR RV PARK PROJECT

(WORK BY OTHERS)

WATER MAIN TO BE

INSTALLED IN THE FUTURE

FOR RV PARK PROJECT

(WORK BY OTHERS)

WATER MAIN TO BE

INSTALLED IN THE FUTURE

FOR RV PARK PROJECT

(WORK BY OTHERS)

WATER MAIN VALVE TO BE

INSTALLED IN THE FUTURE

FOR RV PARK PROJECT

(WORK BY OTHERS)

PROP. 1" POLY GAS LINE

FROM STA 200+00.00 TO STA 206+57.62,

660.3 LF

NOTE:

1.) THE EXISTING 8" HDPE GAS LINE IS 30 PSI.

2.) THE RV PARK FOOT PRINT IS FOR REFERENCE PURPOSES ONLY. THE PARK

SHALL BE BUILT BY OTHERS AFTER THE 1" GAS POLY AND 8" HDPE WATER

MAIN ARE INSTALLED.

END OF PROP. 8" HDPE WATER MAIN,

STA 105+43.26

-0

O R

V C

R O

U N

D S

STA 103+55.91 TO STA 105+43.26

STA 200+85.13 TO STA 206+57.62

PLACE 6" TOPSOIL, HYDRO SEED,

FERTILIZE AND MULCH,

994.8 SY,

0.21 AC

R G

-8

Feet 0 20 40

1' 'G

1''GAS - POLY 1''GAS - POLY 1''GAS - POLY 1''GAS - POLY 1''GAS - POLY

206+58

205+00 206+00

: 2

PI: 204+74.01

- 2

+5 2.

K D

D B

E D

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U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

D.04

B Y:

C . H

N D

N B

. S U

B Y:

D B

. K O

I, D

R O

W O

, C H

O F

D P

S H

R G

-8

EX. .IN* D5IVE

9" P.C.C. PAVEMENT ON 12"

MODIFIED SUBBASE

PROP. GAS METER, 1 EA

END OF 1" GAS POLY LINE AT GAS METER,

STA 206+57.62

WATER MAIN TO BE

INSTALLED IN THE FUTURE

FOR RV PARK PROJECT

(WORK BY OTHERS)

WATER MAIN VALVE TO BE

INSTALLED IN THE FUTURE

FOR RV PARK PROJECT

(WORK BY OTHERS)

NOTE:

1.) THE RV PARK FOOT PRINT IS FOR REFERENCE PURPOSES ONLY. THE PARK

SHALL BE BUILT AFTER THE 1" GAS POLY AND 8" HDPE WATER MAIN ARE

INSTALLED.

COMFORT STATION TO BE

BUILT IN THE FUTURE BY

OTHERS

-0

O R

V C

R O

U N

D S

STA 103+55.91 TO STA 105+43.26

STA 200+85.13 TO STA 206+57.62

PLACE 6" TOPSOIL, HYDRO SEED,

FERTILIZE AND MULCH,

994.8 SY,

0.21 AC

W E

Feet 0 20 40

K D

D B

E D

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-0

G -8

B Y:

G . S

C H

III

, P

D R

B Y:

G . S

C H

III

, P

C H

D B

. K O

Y, D

R O

W O

C . B

, C H

O F

O R

V C

R O

U N

D S

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

E.01

N S

C O

D E

A-000

SECTION MARK

A-000

BUILDING ELEVATION MARK

ELEVATION

NUMBER

(TYP.)

INTERIOR ELEVATION MARK

DWG. NO. WHERE

DETAIL IS DRAWN

CALLOUT HEAD

DETAIL

NUMBER

(TYP.)

AREA COVERED BY DETAIL

WINDOW TAG

PARTITION TYPE KEYNOTE

TAG

DOOR TAG

0'-0" A.F.F.X

CEILING TAG

(TYPE & HEIGHT)

CEILING HEIGHT

CEILING TYPE

DETAIL IDENTIFIER

(MODULE LETTER AND NUMBER)

NORTH ARROW

PLAN, ELEVATION, SECTION, OR DETAIL VIEW TITLE

PLAN SYMBOLSREFERENCE SYMBOLS

WALL/PARTITION

TYPE

VIEW TITLES

TRUE N

PLAN

NORTH

XXX

X# X-###

SCALE

VIEW TITLEA3

X-###DWG. NO. WHERE

ELEVATION IS DRAWN

ELEVATION

NUMBER

DWG. NO. WHERE

ELEVATION IS DRAWN

DWG. NO. WHERE

SECTION IS DRAWN

SECTION

NUMBER

LXX LXX

SPARE

LXX

SPARE

LXX

SPARE

LXXLXX LXX LXX

SPARE

E XX

MANHOLE

BUTTERFLY

DIAGRAM

ELECTRICAL SYMBOLS

J.B : NEW ELECTRICAL JUNCTION BOX

: SWITCH ENCLOSURE

: 15KV SWITCH ENCLOSURE CONTAINING MORE

THAN ONE SWITCH

IF :13.8 KV DISTRIBUTION CKT. IDENT CODE

L-17 :2.4 KV LIGHTING FEEDER WITH CKT NUMBER

P-18 E-19

:2.4 KV POWER FEEDER WITH CKT NUMBER

:2.4 KV EMERGENCY FEEDER WITH CKT NUMBER

: 2.4 KV UNDERGROUND CIRCUIT

: 13.8 KV UNDERGROUND CIRCUIT

: SWITCHING POINT - AIR SWITCH, FUSE CUTOUT,

OIL SWITCH, OIL CIRCUIT BREAKER, ETC.

CONNECTION

NO. OF PHASES

SIZE OF EACH TRANSFORMER

BUILDING

240 V 480 V

550-600 V

2.4 KV

120/240 V 120/208 V

480/277 V

: SUBSTATION CIRCUIT BREAKER WITH UNIT NUMBER

NO. OF TRANSFORMERS 480/277 V

HIGH RESISTANCE

NEUTRAL

A B

C D

A B

OPEN SWITCH

CLOSED SWITCH

Sxxx : OVERHEAD CUT OFF SWITCH

TRANSFORMER POLE MOUNTED

Txx

: TRANSFORMER - PAD MOUNTED

THIS SYMBOL ON ONE LINE DIAGRAM

: PAD MOUNTED OIL TRANSFORMER

THIS SYMBOL ON SITE PLAN

ABBREVIATION

GFE: GOVERNMENT FURNISHED EQUIPMENT

Lxx: LENGTH OF FEEDER

WORK NOTE

Txx: TRANSFORMER NAME

: 2.4 KV OVERHEAD CIRCUIT

: 13.8 KV OVERHEAD CIRCUIT

: GROUND

: ELECTRICAL MANHOLE

: ELECTRICAL HANDHOLE

: 480V/208 UNDERGROUND CIRCUIT

: LV PANEL BOARD THIS SYMBOL

ON THE SITE PLAN

OUTDOOR OVERHEAD CONDUCTORS OVER 1000V

(NEC 2023 CHPTER3 ARTICLE 399 & CHAPTER 4 ARTICLE 490)

CODE ANALYSIS

CATEGORY

OVERHEAD LINE CONSTRUCTION (MV)

(NESC 2023, PART2, SEC 23)

OVERHEAD LINE CLEARANCE (MV)

((NESC 2023, PART2, SEC 24)

OVERHEAD LINE LOADING AND STRENGTH(MV)

((NESC 2024, PART2, SEC 25)

SUPPLY STATION EQUIPMENT (INCLUDING FUSIBLE SWITCHES) (MV)

((NESC 2023, PART1, SEC12)

EXTERIOR ELECTRICAL POWER DISTRIBUTION SYSTEM (MV)

(UFC 3-550-01 CHPTER 3 AND CHPTER 4)

AutoCAD SHX Text S237

AutoCAD SHX Text T7,T8,T9

AutoCAD SHX Text 3-100-3

AutoCAD SHX Text T5

AutoCAD SHX Text

AutoCAD SHX Text E

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

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D A

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W O

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C K

N D

, I L

-0

G -8

B Y:

G . S

C H

III

, P

D R

B Y:

G . S

C H

III

, P

C H

D B

. K O

Y, D

R O

W O

C . B

, C H

O F

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V C

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U N

D S

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

E.02

GENERAL NOTES:

1. PROVIDE ALL NECESSARY LABOR, TOOLS AND MATERIALS TO UPGRADE THE EXISTING ELECTRICAL POWER POLE NO P-36. THE UPGRADE SHALL INCLUDE

INSTALLING A NEW CROSS ARM 3X1 /0 COPPER WIRE RGS CLAMPS WITH INSULATORS AND ALL REQUIRED MOUNTED SUPPORTS ON THE EXISTING POWER

POLE P-36 AS DETAILED IN POWER POLE DRAWING(E.23).

2. PROVIDE ALL NECESSARY LABOR, TOOLS AND MATERIALS TO INSTALL ELEVEN (11) NEW ELECTRICAL POWER POLES P-37-P47 WOOD TYPE, INCLUDING THE INSTALLATION OF OVERHEAD 15 KV POWER CABLE 3x1/0AWG COPPER. POWER POLE P-37 SHALL BE TYPE C , P-38 TO P-46 SHALL BE TYPE B AND P-47 SHALL BE TYPE A PER THE ELECTRICAL DRAWING E004. THE WORK INCLUDE THE LOCATION AS SHOWN ON THE SITE PLAN DRAWINGS E.11 THROUGH E.13.

REFER TO DRAWINGS E.23 THROUGH E.27 FOR DETAILED SPECIFICATIONS OF THE ELECTRICAL POWER POLES AND FOUNDATION.THE APPROXIMATE

CLEARANCE DISTANCES BETWEEN EACH POLE ABOUT 175-185 LINEAR FEET.

3. PROVIDE ALL NECESSARY LABOR, TOOLS AND MATERIALS TO INSTALL ELEVEN (11) NEW ELECTRICAL POWER POLES P-37-P47 WOOD TYPE, INCLUDING THE INSTALLATION OF OVERHEAD 15 KV POWER CABLE 3x1/0 AWG ACSR. POWER POLE P-37 SHALL BE TYPE C , P-38 TO P-46 SHALL BE TYPE B AND P-47 SHALL BE TYPE A PER THE ELECTRICAL DRAWING E.23. THE WORK INCLUDE THE LOCATION AS SHOWN ON THE SITE PLAN DRAWINGS E.11 THROUGH E.13. REFER TO DRAWINGS E.23 THROUGH E.27 FOR DETAILED SPECIFICATIONS OF THE ELECTRICAL POWER POLES AND FOUNDATION.THE APPROXIMATE CLEARANCE

DISTANCES BETWEEN EACH POLE ABOUT 175-185 LINEAR FEET.

4. PROVIDE LABOR , TOOLS AND MATERIALS,TO REMOVE 10 SAPLINGS ARE LOCATED ALONG THE PATH OF THE NEW OVERHEAD LINE BETWEEN P37-P41.

5. PROVIDE ALL NECESSARY LABOR , TOOLS AND MATERIALS,TO INSTALL NEW PAD MOUNTED, OIL FILLED OUTDOOR TRANSFORMER RATED AT 500KVA, 13.8/480/277V DELTA/ WYE WINDING CONNECTION AS DETAILED ON TRANSFORMER DETAIL DRAWING E.22. THE WORK SHALL INCLUDE BUT NOT LIMITED TO

GROUNDING AND BONDING, COMMISSIONING AND TESTING.

6. PROVIDE ALL NECESSARY LABOR , TOOLS AND MATERIALS,TO INSTALL NEW 15KV, FUSIBLE CUTT OFF SWITCH POLE MOUNTED WITH 20E FUSE AND SURGE ARRESTER PROTECTION TO BE MOUNTED ON THE NEW ELECTRICAL POLE P47 AS SHOWN ON DETAIL#1 TYPE A POLE ON THE ELECTRICAL DRAWING DRAWING E.24. THE WORK SHALL INCLUDE BUT NOT LIMITED TO PROPER GROUNDING AND BONDING, COMMISSIONING AND TESTING.

7. PROVIDE ALL NECESSARY LABOR , TOOLS AND MATERIALS,TO INSTALL NEW 15KV, 3X1/ 0 AWG EPR COOPER CONDUCTOR + 1/ 0 BARE COOPER WIRE TO MAKE THE CONNECTION BETWEEN THE CUT OFF FUBLE SWITCH AND THE PRIMARY SIDE OF THE NEW TRANSFORMER. THE NEW WIRE SHALL BE RUN INSIDE RGS 5" DIAMETER CONDUIT . THE VERTICAL SIDE OF THE CONDUIT SHALL BE TIED TO THE THE NEW POWER POLE P47 AND THE HORIZONTAL SIDE SHALL BE INSIDE INCAST CONCRETE DUCTBANK AS SHOWN ON TYPE C-NIC CONDUIT RISER DETAILS ON E.22.

8. PROVIDE TWO (2) 4" CONDUITS FROM THE SECONDARY SIDE OF THE TRANSFORMER TO THREE (3) FEET BEYOND THE EDGE OF THE CONCRETE BASE. cAP

THE CONDUIT FOR FUTURE CONNECTION BY THE RV CAMPGROUND CONTRACTOR.

9. VERIFY TRANSFORMER NUMBER WITH COR.

10. THE CONTRACTOR SHALL PROVIDE THE COR A DATA SHEET FOR ALL THE ELECTRICAL EQUIPMENTS INSTALLED ON THIS PROJECT TO BE USED BY RV CONTRACTOR FOR INCORPORATION INTO THE GOVERNMENT ELECTRICAL EASY POWER MODEL TO PERFORM A COMPREHENSIVE ARC FLASH STUDY FOR

THE ENTIRE ELECTRICAL SYSTEM.

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-0

G -8

B Y:

G . S

C H

III

, P

D R

B Y:

G . S

C H

III

, P

C H

D B

. K O

Y, D

R O

W O

C . B

, C H

O F

O R

V C

R O

U N

D S

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

O E

22" 14"

NEW

BUILDINGF.F. 572.0

S445

NEW OH LINE

3#1/0 ACSR - TYPICAL

NEW POWER

POLE TYP A

P-47

NEW POWER

POLE TYPE B

P-46

NEW

T520

NEW POWER

POLE TYPE B

P-45

NEW OH LINE

3#1/0 ACSR - TYPICAL

NEW OH LINE

3#1/0 ASCR - TYPICAL

E.11

C O

N U

N S

T E.

C H

AutoCAD SHX Text

AutoCAD SHX Text 1"=40'

NORTH

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-0

G -8

B Y:

G . S

C H

III

, P

D R

B Y:

G . S

C H

III

, P

C H

D B

. K O

Y, D

R O

W O

C . B

, C H

O F

O R

V C

R O

U N

D S

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

O E

E U

UE UE

DBO

O E

OEOEOEOE

O E

O E O

O E

NEW POWER

POLE TYPE B

P-44

NEW POWER

POLE TYPE B

P-43

NEW POWER

POLE TYPE B

P-42

NEW POWER

POLE TYPE B

P-41

NEW OH LINE

3#1/0 ACSR - TYPICAL

NEW OH LINE

3#1/0 ACSR - TYPICAL

E.12

C O

N U

N S

T E.

C O

N U

N S

T E.

C H

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text 1"=40'

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-0

G -8

B Y:

G . S

C H

III

, P

D R

B Y:

G . S

C H

III

, P

C H

D B

. K O

Y, D

R O

W O

C . B

, C H

O F

O R

V C

R O

U N

D S

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

O E

4#***

1 480 3

U E

OEO

O E

15"OEOEOE

O E

NEW POWER

POLE TYPE B

P-40 NEW POWER

POLE TYPE B

P-39

NEW POWER

POLE TYPE B

P-38 NEW POWER

POLE TYPE B

P-37

EXISTING POWER

POLE P-36

NEW OH LINE

3#1/0 ACSR - TYPICAL

NEW OH LINE

3#1/0 ACSR - TYPICAL

NEW OH LINE

3#1/0 ACSR - TYPICAL

BUILDING 25

EXISTING

1-3/C #1/0

EPR 15 KV

E.13

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C H

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text 1"=40'

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NEW

S445

NEW POWER

POLE P 47

NEW T520

(1-750-3)

RV AREA

EXISTING POWER

POLE P 36

EXISTING S331

E.21

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ELECTRICAL DUCT BANK STUB-UP AT GRADE/FLOOR

NO SCALE

CONDUIT ADAPTER (PVC TO RGS)

RGS CONDUIT

CONDUIT COUPLING

(SIZE AS REQD-2" MIN)

CONCRETE ENCASEMENT

2'-0" RADIUS (MIN)

GRADE/FLOOR ELEVATION

INSTALL CAPS AT END OF CONDUIT

PRIOR TO FORMING CONCRETE

ENCASEMENT

ALTERNATE

ELECTRICAL DUCT BANK STUB-UP AT GRADE/FLOOR

NO SCALE

GRADE/FLOOR ELEVATION

CONCRETE

ENCASEMENT

TOP OF CONCRETE &

EMBEDDED COUPLING

EMBEDDED CONDUIT COUPLING(S)

(INSTALL PLUGS AT END OF CONDUIT PRIOR

TO FORMING CONCRETE ENCASEMENT)

ELEVATION

3" MINSTUB-UP

3" MIN

4" DIA COPPER-CLAD STEEL GROUND ROD

SECONDARY CIRCUIT

COPPER GROUNDING

CONDUCTORS

GRADE

CONCRETE PAD

GROUND PAD

LOW VOLTAGE CABLE TERMINATIONS

SECONDARY COMPARTMENT

SURGE ARRESTERS

BAYONET OIL-IMMERSED EXPULSION FUSES

PRIMARY COMPARTMENT

2 POSITION LOAD BREAK

OIL SWITCH

OIL-IMMERSED CURRENT-LIMITING

FUSES

TRANSFORMER

BUSHING WELL

BUSHING INSERT

CABLE WELL

PRIMARY CIRCUIT

#4/0 BARE COPPER GROUND LOOP ENCIRCLING ENTIRE

CONCRETE PAD. MIN 1'-6" BELOW FINISHED GRADE

LOAD BREAK CONNECTOR

#1/0 AWG, 1000V INSULATION

CONDUITS ROUTING SECTION

SCALE: NONEA2

2'-0"MIN (TYP)

#1/0 BARE

#2 BARE

3FT (MIN)

(DEPTH VARIES)

#5 AT 12" OC EACH WAY

TOP AND BOTTOM

TRANSFORMER PAD TOC

EL 568'-0"

OPTIONAL

CONSTRUCTION

JOINT (TYP)

VARIESSEE CIVIL

#5 AT 12" OC

EA WAY

COMPACTED

SUBGRADE

GRANULAR FILL

5' -0

1' -2

2" 3"

PAD FOUNDATION SECTION

SCALE: NONE

A3 TRANSFORMER

10'-0"

GROUND ROD DETAILS

SCALE: NONE

FED FROM OH

LINE S445

TO THE MDB RV AREA

E.22

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NOTES: 1. THE NEW TRANSFORMERS SHALL BE PAD MOUNTED, FILLED WITH NON THE NEW TRANSFORMERS SHALL BE PAD MOUNTED, FILLED WITH NON FLAMMABLE FR3 FOOD GRADE NON- TOXIC AND QUICKLY BIODEGRADING IN SOIL AND WATER, THIS CONDITION SHALL BE APPLIED ON THE NEW POLE MOUNTED OIL TRANSFORMERS AS WELL. 2. CORE AND COIL ASSEMBLY SHALL BE WOUND CORE TYPE WITH COPPER CORE AND COIL ASSEMBLY SHALL BE WOUND CORE TYPE WITH COPPER WINDINGS, STANDARD ACCESSORIES TO INCLUDE MAGNETIC LIQUID LEVEL GAGE-DIAL TYPE THERMOMETER-DRAIN VALVE-SAMPLING DEVICE-PRESSURE RELIEF VALVE. 3. IN THE HIGH VOLTAGE SECTION, LIVE FRONT(NO LOOP FEEDS) IN THE HIGH VOLTAGE SECTION, LIVE FRONT(NO LOOP FEEDS) CONSTRUCTION WITH WET PROCESS PORCELAIN BUSHINGS AND CLAMP TYPE CONNECTORS OR BLADE TERMINALS. BUSHING SHALL BE EXTERNALLY CLAMPED. PROVIDE THREE BUSHING FOR RADIAL FEED. 4. IN THE HIGH VOLTAGE SECTION, PROVIDE DISTRIBUTION CLASS LIGHTING IN THE HIGH VOLTAGE SECTION, PROVIDE DISTRIBUTION CLASS LIGHTING ARRESTERS. THE LIGHTNING ARRESTORS SHALL BE RATED AT 15KV OR A VALUE RECOMMENDED BY MANUFACTURE. 5. IN THE LOW VOLTAGE SECTION: THE LOW VOLTAGE BUSHINGS SHALL BE IN THE LOW VOLTAGE SECTION: THE LOW VOLTAGE BUSHINGS SHALL BE MOLDED EPOXY AND PROVIDED WITH BLADE TYPE SPADE TERMINALS WITH NEMA STANDARD HOLE SPACING ARRANGED FOR VERTICAL TAKE-OFF. THE LOW VOLTAGE NEUTRAL SHALL BE AN INSULATED BUSHING GROUNDED TO THE TRANSFORMER TANK BY REMOVABLE GROUNDING STRAP. 6. THOROUGHLY CLEAN, PHOSPHATIZE AND FINISH ALL METAL SURFACE AT THOROUGHLY CLEAN, PHOSPHATIZE AND FINISH ALL METAL SURFACE AT THE FACTORY WITH A RUST-RESISTANT PRIMER AND DARK GREEN ENAMEL FINISH COAT ALL SURFACE OF THE UNIT TO BE IN CONTACT WITH THE CONCRETE PAD TREATED WITH CORROSION-RESISTANT COMPOUNDS AND EPOXY RESIN OR A RUBBERIZED SEALING COMPOUND. 7. ALL CONNECTION BETWEEN GROUNDING CONDUCTORS, AS WELL AS ALL CONNECTION BETWEEN GROUNDING CONDUCTORS, AS WELL AS BETWEEN GROUNDING CONDUCTOR TO GROUNDING ROD, SHALL BE USING EXOTHERMIC CADWELD WELDING TO ENSURE A PERMANENT, RELAIBLE, AND LOW- RESISTANCE BOND. 8. ON THE SECONDARY SIDE PROVIDE TWO (2) 4" CONDUITS FROM THE ON THE SECONDARY SIDE PROVIDE TWO (2) 4" CONDUITS FROM THE TRANSFORMER TO THREE (3) FEET BEYOND THE CONCRETE EQUIPMENT PAD. CAP THE CONDUIT FOR FUTURE CONNECTION BY THE RV PARK CONTRACTOR.

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SCALE: NONEA7

36"

22"

84"

EXISTING UPGRADED POLE 36

SCALE: NONEA4

SCALE: NONEA6

NEW POWER POLES TYPE B

PRIMARY CIRCUIT

FED FROM OH LINE

S445 TO THE NEW

TRANSFORMER

TXXX AT RV AREA

PRIMARY CIRCUIT

FED FROM OH

LINE S331 TO

EXISTING

TRANSFORMER T

426 AT SOFTBALL

FIELD

40 FT

NEW POWER POLES TYPE A NEW TYPE C POWER POLE (P 37)

SCALE: NONEA5

300-330

FROM P-36

TO P-38

180-220

TO P-38

TO P-37

84"84"

300-330

TO P-37

120-150

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AutoCAD SHX Text

CAP

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SEALED END

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SECONDARY CONDUCTOR

AutoCAD SHX Text

NEUTRAL OR TOP

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

FINISHED

AutoCAD SHX Text

GALVANIZED STEEL CONDUIT-SIZE AS INDICATED

AutoCAD SHX Text

SEE NOTE 3

AutoCAD SHX Text

SEE NOTE 2

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%%U CONDUIT LOCATION

AutoCAD SHX Text

OF TRAFFIC

AutoCAD SHX Text

DIRECTION

AutoCAD SHX Text

ROAD SIDE

AutoCAD SHX Text

POSITION

AutoCAD SHX Text

RISER

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ALTERNATE

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POSITION

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RISER

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POLE

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text

DIRECT BURIED

AutoCAD SHX Text

CABLE (NOT TO BE USED)

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DIRECT BURIED

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CONDUIT(NOT TO BE USED)

AutoCAD SHX Text

%%UTYPE C - NIC

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(SIZE & TYPE AS INDICATED)

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CONDUIT RISER

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%%UTYPE A - NIC

AutoCAD SHX Text

CONCRETE ENCASED

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CONDUIT

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%%UTYPE B

AutoCAD SHX Text

18" MIN.

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2" MIN.

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%%U NOTES

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ON CONDUIT RISER FOR PRIMARY CIRCUITS, ELIMINATE SERVICE CAP

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AND PROVIDE GROUNDING TYPE INSULATING BUSHING.

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BOND CONDUIT TO POLE GROUND AND SYSTEM NEUTRAL (IF EXISTING).

AutoCAD SHX Text

SEE GROUNDING NOTES ON SKETCH OH-41.

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SPACE STRAPS AT MAXIMUM OF 4' INTERVALS.

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3FT

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GRADE

FINISHED

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ATTACHMENT

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POSITION OF GUY

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SEE NOTE 3

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%%U SIDE VIEW

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%%U FRONT VIEW

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%%U NOTES

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text

DETAIL #1 TYPE A POLE

AutoCAD SHX Text

POWER POLE P-47

AutoCAD SHX Text

AutoCAD SHX Text 16"

AutoCAD SHX Text 2"

AutoCAD SHX Text 4"

AutoCAD SHX Text 40"

AutoCAD SHX Text 21"

AutoCAD SHX Text 24"

AutoCAD SHX Text 19"

AutoCAD SHX Text 36"

AutoCAD SHX Text

MODIFY POSITION OF TERMINAL ON DEADENDS TO BE UNDER THE CONDUCTORS

AutoCAD SHX Text

AND THE CUTOUTS ON THE BACKSIDE OF CROSSARM. POLE RISER MUST BE

AutoCAD SHX Text

OFFSET TO CLEAR NEUTRAL CLEVIS BRACKET.

AutoCAD SHX Text

CONNECT BOTTOM LEAD OF ARRESTER DIRECTLY TO POLE GROUND. INTERCONNECT

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CABLE INSULATION SHIELD DRAIN WIRES AND CONDUIT RISER GROUND TO MULTI-

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GROUNDED NEUTRAL (IF EXISTING) AND POLE GROUND.

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CUTOUT PROVIDES A FUSE OR A SOLID BLADE (NON-FUSED) OPTION.

AutoCAD SHX Text

COORDINATE WITH SPECIFIC DESIGN REQUIREMENTS PROVIDED.

AutoCAD SHX Text U-GUARD Preferred, GRC

KEYNOTE NO.

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DETAIL #2 TYPE B POLES

AutoCAD SHX Text

%%U SIDE VIEW

AutoCAD SHX Text 36"

36"

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NOT ALL NOTES APPLY TO PROJECT

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%%U POLE LINE MATERIAL LIST

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FLAT STEEL BRACE (TWO PIECES)

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MACHINE BOLT, 3/8" X LENGTH NEEDED WITH WASHER, NUT AND LOCKWASHER

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8' WOOD CROSSARM WITH CROSS SECTION DIMENSIONS OF 3 1/2" X 4 1/2"

AutoCAD SHX Text

MACHINE BOLT, 5/8" X LENGTH NEEDED WITH WASHER, NUT AND LOCKWASHER

AutoCAD SHX Text

TIMBER CONNECTOR

AutoCAD SHX Text

LAGSCREW, 1/2" X 4"

AutoCAD SHX Text

ANGLE STEEL BRACE (TWO PIECES)

AutoCAD SHX Text

MACHINE BOLT, 1/2" X LENGTH NEEDED, WITH WASHER, NUT & LOCKWASHER

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DEADEND BOX

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STEEL PIN

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PIN INSULATOR

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GRID GAIN, USED ONLY WHEN THERE IS NO POLE GAIN

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ANGLE STEEL BRACE (ONE PIECE)

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10' WOOD CROSSARM WITH CROSS SECTION DIMENSIONS OF 3 1/2" X 4 1/2"

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5/8" EYE NUT

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5/8" EYE BOLT, LENGTH AS NEEDED, WITH WASHER, NUT & LOCKWASHER

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EXTENSION LINK

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BELL TYPE SUSPENSION INSULATOR WITH CONNECTING HARDWARE

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STRAIN CLAMP

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STEEL ANGLE PIN

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CLUSTER MOUNTING BRACKET, STEEL

AutoCAD SHX Text

TRANSFORMER GROUNDING CONNECTION

AutoCAD SHX Text

STIRRUP

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SECONDARY LEAD SUPPORT BRACKET

AutoCAD SHX Text

ADAPTER PLATE FOR CLUSTER MOUNTING

AutoCAD SHX Text

CLEVIS BRACKET FOR SPOOL INSULATOR

AutoCAD SHX Text

SPOOL INSULATOR

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U BOLT CLAMP

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PREFORMED GUY GRIP

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GUY HOOK

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GUY STRAIN INSULATOR

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GUY WIRE, SIZE AS SPECIFIED

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#4 WP CU. SOFT DRAWN GROUND WIRE

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GROUND CLAMP

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CONDUIT COUPLING

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CONDUIT BEND

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INSULATED BUSHING

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PERFORATED STRAPPING, 1-1/2" WIDE

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HOT LINE CLAMP

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FUSED CUTOUT, AS SPECIFIED

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SURGE ARRESTER, AS SPECIFIED

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POLE TOP PIN (RIDGE PIN) - 24 INCHES LONG

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CROSSARM ANGLE PIN

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ANGLE POLE TOP PIN

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WEATHERPROOF SOFT DRAWN WIRE-SIZE 1/0 ASCR

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T0 MATCH OR EXCEED AMPACITY OF CONNECTING

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CABLE, OR

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AT 125% OF TRANSFORMER FULL LOAD

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CURRENT, BUT NOT LESS THAN NO. 4 AWG

AutoCAD SHX Text (a)

AutoCAD SHX Text (b)

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POLE LINE MATERIAL LIST

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%%U POLE LINE MATERIAL LIST

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TRI-MOUNT BRACKET

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TERMINATOR

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MOUNTING BRACKET

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CABLE GRIP HANGER

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HOSE CLAMP

AutoCAD SHX Text

STUD, 3/4" X 1-3/4"

AutoCAD SHX Text

LINE POST INSULATOR

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TRIPLE INSULATOR BRACKET

AutoCAD SHX Text

ANGLE CLAMP

AutoCAD SHX Text

INSULATOR, LINE POST CLAMP

AutoCAD SHX Text

4' CROSSARM

AutoCAD SHX Text

CROSSARM GAIN BRACKET

AutoCAD SHX Text

PULLEY BRACKET

AutoCAD SHX Text

WEDGE CLAMP

AutoCAD SHX Text

MIDSPAN SERVICE CLAMP

AutoCAD SHX Text

STUD, 7"

AutoCAD SHX Text

SADDLE, ANGLE

AutoCAD SHX Text

SADDLE CROSSARM

AutoCAD SHX Text

FITTING, POLE TOP

AutoCAD SHX Text

CONNECTOR

AutoCAD SHX Text

SUSPENSION CLAMP

AutoCAD SHX Text

TIE, SERVICE CABLE

AutoCAD SHX Text

54" FIBERGLASS STRAIN INSULATOR

AutoCAD SHX Text

PVC RISER SHIELD

AutoCAD SHX Text

PVC EXTENSION SHIELD

AutoCAD SHX Text

PVC BACK PLATE

AutoCAD SHX Text

8' WOOD CROSSARM WITH CROSS SECTION DIMENSIONS OF 4 3/4" X 5 3/4"

AutoCAD SHX Text

10' WOOD CROSSARM WITH CROSS SECTION DIMENSIONS OF 4 3/4" X 5 3/4"

AutoCAD SHX Text

POLE LINE MATERIAL LIST

AutoCAD SHX Text

BACK-UP CURRENT LIMITING FUSE

AutoCAD SHX Text

HORIZONTAL INSULATOR

Sheets and Views

A.01 COVER SHEET

B.01 PROPOSED TYPICAL CROSS SECTIONS

B.02 PROPOSED TYPICAL CROSS SECTIONS

B.03 PROPOSED TYPICAL CROSS SECTIONS

B.04 PROPOSED TYPICAL CROSS SECTIONS

C.01 PROJECT QUANTITY TAKE OFF

C.02 ESTIMATE REFERENCE INFORMATION

C.03 ESTIMATE REFERENCE INFORMATION

C.04 ESTIMATE REFERENCE INFORMATION

C.05 ESTIMATE REFERENCE INFORMATION

D.01 PROPOSED PLAN SHEET

D.02 PROPOSED PLAN SHEET

D.03 PROPOSED PLAN SHEET

D.04 PROPOSED PLAN SHEET

SHEET E.01 ABBREVIATIONS

SHEET E.02 GENERAL NOTES

SHEET E.11 ELECTRICAL SITE PLAN

SHEET E.12 ELECTRICAL SITE PLAN

SHEET E.13 ELECTRICAL SITE PLAN

SHEET E.21 ELECTRICAL ONE LINE

SHEET E.22 ELECTRICAL DETAILS

SHEET E.23 POLE DETAILS

SHEET E.24 POLE DETAILS

SHEET E.25 POLE DETAILS

SHEET E.26 POLE DETAILS

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

File details come from the government source that posted it. Updated Aug 24, 2026.