25114 GX0 ADDENDUM NO. 2.pdf

PDF 3 MB Posted Feb 20, 2026

Attached to: 25114 GX0 Northwest Regional Park Splash Pad and Supporting Facilities, 4515 Deer Park Road, Owings Mills, MD 21117
Solicitation number: BPM055137
Issued by: Baltimore County, National CDP, Maryland

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Written by GovTribe AI · Sep 15, 2026

This is Addendum No. 2 issued by Baltimore County, Maryland for the Northwest Regional Park Splash Pad and Supporting Facilities project located at 4515 Deer Park Road, Owings Mills, Maryland (Contract No. 25114 GX0). The addendum provides clarifications and modifications to the original specifications and project requirements for the construction of a splash pad facility with supporting infrastructure. Bidders are required to acknowledge receipt of all addendums, including this second addendum, as part of their bid submission. The addendum contains revised drawings, technical specifications, and clarifications regarding site conditions, design requirements, and construction standards that supersede or supplement information contained in the original contract documents. All bidders must review this addendum in conjunction with the original specifications and drawings to ensure complete understanding of project scope and requirements.

The addendum does not establish independent pricing terms but rather modifies the contract documents that govern pricing and payment provisions established in the original solicitation. All changes, clarifications, and modifications outlined in this addendum are binding on contractors and must be incorporated into bids submitted in response to the original request for proposals. Bidders must confirm comprehension of all addendum content and acknowledge incorporation of the modified requirements into their proposed work plan and pricing structure. This addendum is part of the comprehensive contract package available through the Baltimore County Department of Public Works Engineering division and should be obtained simultaneously with all other contract documents and prior addendums to ensure bid accuracy and compliance.

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File	Type	Posted
25114 GX0 ADDENDUM NO.1.pdf	PDF	Feb 20, 2026
25114 GX0 ADDENDUM NO. 3.pdf	PDF	Feb 20, 2026

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BALTIMORE COUNTY, MARYLAND

DEPARTMENT OF PUBLIC WORKS AND TRANSPORTATION

DIVISION OF CONSTRUCTION CONTRACTS ADMINISTRATION

111 WEST CHESAPEAKE AVENUE

TOWSON, MARYLAND 21204

Contract No. 25114 GX0 Project No. 10000634

Northwest Regional Park Splash Pad and Supporting Facilities 4515 Deer Park Road, Owings Mills, MD 21117

Owings Mills – District 2c4

ADDENDUM NO. 2

DATE: 2/4/2026

Contact: Anthony Crews, 410-887-3531, tcrews@baltimorecountymd.gov

To All Bidders

This addendum is hereby made a part of the Proposal and the Special Provisions, and is hereby incorporated into the Contract. Should this addendum conflict with any portion of the Special Provisions, the Proposal, or any prior addenda, this addendum shall supersede and control.

Please note the attached changes, corrections, and/or information in connection with the contract and submit bids and be otherwise governed accordingly.

In the Drawings

Revised and attached to be inserted: Sheet 29 of 150, Drawing No. 2025-2200 & Sheet 34 of 150, Drawing No. 2025-2205. See BGE supplemental drawing for transformer and duct work.

Attachments – 4

Please sign below acknowledging receipt of this addendum and return with your bid.

Company Name Signature mailto:tcrews@baltimorecountymd.gov

Addendum No. 2 February 4, 2026

Northwest Regional Park – Splash Pad and Supporting Facilities (25114 GX0)

4515 Deer Park Road, Owings Mills, MD 21117

This Addendum is hereby made part of the 100% Construction Documents (Drawings) for the above-mentioned project.

The provisions of this Addendum are intended to supplement and/or supersede the provisions of the Construction Documents only where contrary thereto.

A. RFI Instructions ALL QUESTIONS should be submitted as RFIs via email to:

Mia Quinto, mquinto@mahanrykiel.com, of Mahan Rykiel Associates. Please copy the Project Manager, Matt Leebel at mleebel@baltimorecountymd.gov of Baltimore County, and Senior Project Manager, David Earling at dearling@baltimorecountymd.gov of Baltimore County.

B. Changes to the Construction Drawings (Attached) Total number of revised drawings: 2

DWG.

NUMBER

SHEET

DESIG.

SHEET NAME Revised with

2025-

L1.01 LANDSCAPE – MATERIALS PLAN – SPLASH PAD Addendum #2

1. Updated notes on plan for emergency phone to note responsibilities of the GC and OIT.

2. Updated note for transformer to add final location to be coordinated with BGE.

2025-

L5.04 LANDSCAPE – HARDSCAPE DETAILS Addendum #2

1. Added signage for emergency phone.

BGE FDP Addendum #2

1. Included as supplemental drawing for transformer and duct work.

END OF ADDENDUM NO. 2

Contract No.24114 GX0 Addendum No.2

February 4, 2026 mailto:mquinto@mahanrykiel.com mailto:mleebel@baltimorecountymd.gov mailto:dearling@baltimorecountymd.gov

E E

W W

W W W

E E

E C

C C

C C C

C C

S S

LOD LOD

LOD

DLOD

LOD

D LO

D LOD

LOD

LOD LOD LOD

LOD

E E E E

FO(B)

FO(B) FO(B) FO(B)

FO(B)

W W

WN 628375

N 628225

N 628375

MNQ

MEP

MATERIALS LEGEND

PAVING

STAIRS AND CURBS

SITE AMENITIES

S 1

L5.02 32 13 13 CAST-IN-PLACE CONCRETE STAIRS

W/ STAINLESS STEEL HANDRAILS

P1 1 L5.01 03 30 00

CAST-IN-PLACE SCORED

CONCRETE PAVING (PEDESTRIAN),

SEE CIVIL DWGS.

F1 2

L5.02 32 31 19 8' HT. FENCE

LR 3

L5.03 32 33 00 LITTER RECEPTACLE

BR 4

L5.03 32 33 00 BIKE RACK

DF 5

L5.03 32 33 00

A: DRINKING FOUNTAIN

B: DRINKING FOUNTAIN

W/ PET BOWL

B 1

L5.03 32 33 00 BENCH, BACKED

PT1 2

L5.03 32 33 00 PICNIC TABLE TYPE 1 -

ADD ALTERNATE #2

P2 1 L5.01 32 13 16

CAST-IN-PLACE SCORED CONC.

PAVING (PEDESTRIAN) W/ INTEGRAL

COLOR - ADD ALTERNATE #1

SS 4

L5.04 32 33 00 SHADE STRUCTURE -

ADD ALTERNATE #5

RR 3

L5.03 32 33 00 RECYCLING RECEPTACLE

SH 6

L5.03 32 33 00 SHOWER/FOOT WASH STATION

P3 3

L5.01 32 12 16 ASPHALT PAVING

AT 4

L5.01 32 33 00 ARTIFICIAL TURF

U 2

L5.03 32 33 00 UMBRELLA - ADD ALTERNATE #4

PT2 2

L5.03 32 33 00 PICNIC TABLE TYPE 2 -

ADD ALTERNATE #3

TD 7

L5.01 32 33 00 TRENCH DRAIN GRATE

G1 3

L5.02 32 31 19 8' HT. FENCE GATE

PA = PLANTING AREA

LIMIT OF DISTURBANCELOD

1/2" WIDE EXPANSION JOINT, TYP.

(20' O.C. UNLESS NOTED OTHERWISE)

SALVAGED, STORED, REPAIRED,

AND REINSTALLED LIGHT POLE,

SEE MEP DWGS.

SB SALVAGED, STORED, REPAIRED,

AND REINSTALLED STORY BOARD

C 10

L5.01 32 13 13 6" WIDE, 6" HT. CIP

CONCRETE CURB

CP 3

L5.04 32 33 00 4" X 4" X 20' HT. CAMERA POLE,

SEE MEP DWGS. FOR FOOTING

AD 8

L5.01 32 33 00 TRENCH DRAIN GRATE

P4 5

L5.03 32 33 00 LIFE FLOOR - ADD ALTERNATE #6

1 MATERIALS PLAN - SPLASH PAD

1" = 10' 0 5' 10' 20'

LANDSCAPE - MATERIALS PLAN - SPLASH PAD

L1.01

DATUM

DESIGN AND DRAWING BASED ON

MARYLAND COORDINATE SYSTEM (MCS)

HORIZONTAL NAD 83 (2011)

VERTICAL NAVD 88

NOTES:

1. SEED/SOD ALL DISTURBED AREAS NOT RECEIVING

HARDSCAPE OR PLANTINGS UNLESS NOTED OTHERWISE

2. SITE LIGHTING TO BE COORDINATED ON MEP DRAWINGS.

3. ROAD, GRADING, CURB, CURB RAMPS, SIDEWALK LAYOUT &

TOW - REFER TO CIVIL DRAWINGS.

4. ALL SURFACE AND SUB-SURFACE DRAINAGE, WATER

CALCULATIONS ETC. - SEE MEP & CIVIL DRAWINGS.

5. ALL SITE WALLS OVER 3'-0" HT. TO BE REVIEWED AND

6. REFER TO CIVIL DWGS. FOR BIORETENTION SOILS & DETAILS.

EXISTING CURB AND GUTTER TO REMAIN

EXISTING STORY BOARDS TO BE

SALVAGED, STORED, AND REINSTALLED

P1 G1

BR(TYP. OF 4)

EXISTING STORY BOARDS

TO BE SALVAGED, STORED,

REPAIRED, AND REUSED

DRY ZONE

PT2(TYP. OF 2)

PT1 (TYP. OF 2)

P1 P1

BASE BID: CIP CONCRETE W/ INTEGRAL

COLOR & BROOM FINISH

ADD ALTERNATE #6: LIFE FLOOR (SEE L5.03)

1'-0" WIDE CONCRETE

BAND, TYP.

1'-0" WIDE CONCRETE

BAND, TYP.

SS(TYP. OF 2)

S (3R @ 5.5")

S(3R @ 5.5")

EXISTING UTILITY

VAULT TO REMAIN

EXISTING STORY BOARDS TO BE

SALVAGED, STORED, REPAIRED,

AND REINSTALLED

LIMIT OF

NEW WORK

8' -0

EXISTING STORY BOARDS TO BE

SALVAGED, STORED, AND REINSTALLED

PT1

PT1(TYP. OF 2)

U (TYP. OF 5)

PT2 (TYP. OF 2)

U(TYP. OF 3)

EXISTING WALK

6'-0

MATCHLINE, SEE L1.02

C H

E, S

P2 P1

SB LP

BLDG. OVHG.,

SEE ARCH. DWGS.

MECHANICAL ROOM/OFFICE

SPACE, SEE ARCH. DWGS.

AD (TYP. OF 2)

2025-2200

L5.01

SWM FACILITY #1,

SEE CIVIL DWGS.

3A L5.01

3BL5.01

4B L5.02

PT2(TYP. OF 4)

SS(TYP. OF 3)

PT1(TYP. OF 2)

SPLASH PAD, SEE

AQUATIC DWGS.

FLUSH MOUNTED YARD

HYDRANT, SEE CIVIL DWGS.

FLUSH MOUNTED YARD

HYDRANT, SEE CIVIL DWGS.

PROPOSED TRANSFORMER PAD AND

TRANSFORMER, SEE MEP DWGS., FINAL

LOCATION TO BE COORDINATED WITH BGE

1' -0

EMERGENCY PHONE TO BE 48" ABOVE

FINISHED FLOOR:

· COORDINATE FINAL LOCATION IN

FIELD AND WITH OIT CONTRACTOR.

· GC TO PROVIDE CONDUIT

PENETRATION W/ RING AND STRING

FROM INSIDE BUILDING TO

ENCLOSURE.

· GC TO MOUNT RED ENCLOSURE TO

BUILDING.

· GC TO MOUNT PANEL PHONE IN

ENCLOSURE .

· OIT TO RUN CAT6 CABLE TO PHONE &

MAKE ALL NECESSARY CONNECTIONS.

· OIT RESPONSIBLE FOR INSIDE

CABLING TO CONNECT TO A PROPER

VOICE SOLUTION.

MNQ 2/2/26

ADDENDUM #2:

1. UPDATED NOTES ON PLAN FOR EMERGENCY PHONE

TO NOTE RESPONSIBILITIES OF THE GC AND OIT.

2. ADDED SIGNAGE FOR EMERGENCY PHONE.

3. UPDATED NOTE FOR TRANSFORMER TO ADD FINAL

LOCATION TO BE COORDINATED WITH BGE.

ADDENDUM #2

EMERGENCY PHONE

SIGN MOUNTED ABOVE

ENCLOSURE, SEE 3/L5.04

Contract No.24114 GX0 Addendum No.2

Revised, February 4, 2026

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SHEET DESIGNATION

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FILE NO.:

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ELECTION DISTRICT: 2C4

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SUBDIVISION:

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FIELD ENGINEER

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WATER

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SEWER

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STORM DRAINS

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STRUCTURES

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HIGHWAYS

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TRAFFIC

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AND CONSTRUCTION

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DATE

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AS-BUILT / REVISION

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PROFESSIONAL CERTIFICATION

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SEAL

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PROPERTY MANAGER

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APPROVED BY:

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PROFILE SCALE:

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REVIEWED BY:

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DWG. FILENAME:

AutoCAD SHX Text I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR THAT THESE DOCUMENTS WERE PREPARED OR THAT THESE DOCUMENTS WERE PREPARED OR THESE DOCUMENTS WERE PREPARED OR THESE DOCUMENTS WERE PREPARED OR DOCUMENTS WERE PREPARED OR DOCUMENTS WERE PREPARED OR WERE PREPARED OR WERE PREPARED OR PREPARED OR PREPARED OR OR OR APPROVED BY ME, AND THAT I AM A DULY LICENSED BY ME, AND THAT I AM A DULY LICENSED BY ME, AND THAT I AM A DULY LICENSED ME, AND THAT I AM A DULY LICENSED ME, AND THAT I AM A DULY LICENSED AND THAT I AM A DULY LICENSED AND THAT I AM A DULY LICENSED THAT I AM A DULY LICENSED THAT I AM A DULY LICENSED I AM A DULY LICENSED I AM A DULY LICENSED AM A DULY LICENSED AM A DULY LICENSED A DULY LICENSED A DULY LICENSED DULY LICENSED DULY LICENSED LICENSED LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE LANDSCAPE ARCHITECT UNDER THE LAWS OF THE LANDSCAPE ARCHITECT UNDER THE LAWS OF THE ARCHITECT UNDER THE LAWS OF THE ARCHITECT UNDER THE LAWS OF THE UNDER THE LAWS OF THE UNDER THE LAWS OF THE THE LAWS OF THE THE LAWS OF THE LAWS OF THE LAWS OF THE OF THE OF THE THE THE STATE OF MARYLAND.

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LICENSE NO.

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, EXPIRATION DATE

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CONTRACT COMPLETION BOX

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DATE:

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BY:

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AS-BUILT PER RECORD PRINT

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BALTIMORE COUNTY OFFICE OF BUDGET AND FINANCE - PROPERTY MANAGEMENT

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PROPERTY MANAGEMENT

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NORTHWEST REGIONAL PARK

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4515 DEER PARK ROAD, OWINGS MILLS, MD 21117

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AS SHOWN

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SPLASH PAD AND SUPPORTING FACILITIES

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25114 GX0

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PROJ-1000634

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OWINGS MILLS

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PNW

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35NW40

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LANDSCAPE ARCHITECT:

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AutoCAD SHX Text 09/18/2026

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MARK E. PELUSI, JR.

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OCTOBER 02, 2025

MNQ

MEP

LANDSCAPE - HARDSCAPE DETAILS

L5.04

1 DRINKING FOUNTAIN (DFA & DFB)

1" = 1'-0" 2 SHOWER/FOOT WASH (SH)

1" = 1'-0"

4 ADD ALTERNATE #5: SHADE STRUCTURE (SS)

N.T.S

PRODUCT INFORMATION

MODEL: PEGASUS SHADE STRUCTURE (16' x 12')

(OR APPROVED EQUAL)

QUANTITY: PER PLAN

MANUFACTURER: USA SHADE

2580 ESTERS BLVD., SUITE 100

DFW AIRPORT, TX 75261

https://www.usa-shade.com/

COLOR & FINISH: SHADE: ROYAL BLUE, POST

POWDER COAT TELE GREY

SECTION A-A'

INTERNAL PEDESTAL

MOUNTING DETAIL

2' -3

-4

2' -6

2'-5"

8" 1'-3" X 1'-3" 8"

2'-6" X 2'-6"

15" x 15"

TOP OF

CONCRETE

FOOTING

2" DIA. (6 PL)

x x

A A'

NOTES:

1. DRAWINGS FOR DESIGN INTENT ONLY.

2. INSTALL PER MANUFACTURER'S INSTRUCTIONS.

3. TO COMPLY WITH ALL LOCAL, STATE, AND FEDERAL

ADA REGULATIONS.

4. SUBMIT SHOP DRAWINGS TO STRUCT. ENGINEER FOR

ALL REINFORCEMENT (TYP.).

5. FOUNTAIN WATER TO BE DISPOSED THROUGH

INFILTRATION USING 'FRENCH DRAIN"-STYLE GRAVEL

DIAPHRAGM AROUND PERFORATED DRAIN PIPE.

GEOTECHNICAL ENGINEER TO PERFORM INFILTRATION

TEST AND REPORT FINDINGS TO ENGINEER.

xx xx

2'-0"

THICKENED CIP CONCRETE PAVING

1/2" DIA. SUPPLY PIPE, TO UTILITIES, SEE CIVIL DWGS.

1 1/2" DIA. DRAIN PIPE

4" COMPACTED, GRADED

AGGREGATE BASE (CR-6)

(4) #3 X 1'-6" BARS

TOP OF COMPACTED

SUBGRADE

(2) #3 TIES

(3) #5 EW. T&B

SEE NOTE 5 BELOW FOR DISPOSAL OF WATER

24" X 24" X 24" #57 STONE,

WASHED AND CLEAN OF FINES

NON-WOVEN TYPE I GEOTEXTILE

SECTION A-A'

INTERNAL PEDESTAL

MOUNTING DETAIL

6' -8

-6

15" x 15" TOP OF

CONCRETE FOOTING

(4) 9

16" O.D. MOUNTING BOLTS

x x

3' -4

2' -8 xx xx

NOTES:

1. DRAWINGS FOR DESIGN INTENT ONLY.

2. INSTALL PER MANUFACTURER'S INSTRUCTIONS.

3. TO COMPLY WITH ALL LOCAL, STATE, AND FEDERAL

ADA REGULATIONS.

4. SUBMIT SHOP DRAWINGS TO STRUCT. ENGINEER FOR

ALL REINFORCEMENT (TYP.).

5. FOUNTAIN WATER TO BE DISPOSED THROUGH

INFILTRATION USING 'FRENCH DRAIN"-STYLE GRAVEL

DIAPHRAGM AROUND PERFORATED DRAIN PIPE.

GEOTECHNICAL ENGINEER TO PERFORM INFILTRATION

TEST AND REPORT FINDINGS TO ENGINEER.

8" 1'-3" X 1'-3" 8"

2'-6" X 2'-6"

2'-0"

THICKENED CIP CONCRETE PAVING

1/2" DIA. SUPPLY PIPE, TO UTILITIES, SEE CIVIL DWGS.

1 1/2" DIA. DRAIN PIPE

4" COMPACTED, GRADED

AGGREGATE BASE (CR-6)

(4) #3 X 1'-6" BARS

TOP OF COMPACTED

SUBGRADE

(2) #3 TIES

(3) #5 EW. T&B

SEE NOTE 5 BELOW FOR DISPOSAL OF WATER

24" X 24" X 24" #57 STONE,

WASHED AND CLEAN OF FINES

NON-WOVEN TYPE I GEOTEXTILE

A A'

1'-0"

3' -0

NOTE:

1. CONTRACTOR DESIGNATED STRUCTURAL

ENGINEER TO DESIGN FOOTING.

3 EMERGENCY TELEPHONE SIGN

N.T.S.

2025-2205

PRODUCT INFORMATION

MODEL: CUSTOM EMERGENCY TELEPHONE CONTACT SIGN (S-3149)

QUANTITY: 1

MANUFACTURER: MYPOOLSIGNS

WEBSITE: https://www.mypoolsigns.com/safety-signs/custom-emergency-telephone-numbers-sign/saf-sku-s-3149

SIZE: 10" x 14"

SIGN MATERIAL: ALUMINUM W/ SMARTSHIELD POF LAMINATE

COLOR SCHEME: RED TEXT ON WHITE BACKGROUND

GRAPHICS AND TEXT: GRAPHICS AS SHOWN; TEXT 1: FOR EMERGENCY USE THIS PHONE TO DIAL 911;

TEXT 2: POLICE - FIRE - MEDICAL; TEXT 3: ADDRESS: 4515 DEER PARK ROAD OWINGS MILLS, MD 21117

(LYONS MILL ROAD ENTRANCE)

FONT: SS GOTHIC BOLD COND

MOUNTING HEIGHT: CENTER OF MESSAGE PANEL TO BE NO LESS THAN 66" ABOVE FINISHED

FLOOR PER ISPSC 2021.

MNQ 2/2/26ADDENDUM #22

ADDENDUM #2:

1. UPDATED NOTES ON PLAN FOR EMERGENCY PHONE

TO NOTE RESPONSIBILITIES OF THE GC AND OIT.

2. ADDED SIGNAGE FOR EMERGENCY PHONE.

3. UPDATED NOTE FOR TRANSFORMER TO ADD FINAL

LOCATION TO BE COORDINATED WITH BGE.

Contract No.24114 GX0 Addendum No.2

Revised, February 4, 2026

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FILE NO.:

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SHEET

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ELECTION DISTRICT: 2C4

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SUBDIVISION:

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FIELD ENGINEER

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WATER

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SEWER

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STORM DRAINS

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STRUCTURES

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HIGHWAYS

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TRAFFIC

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BUREAU OF ENGINEERING

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SEAL

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PROPERTY MANAGER

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LICENSE NO.

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, EXPIRATION DATE

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CONTRACT COMPLETION BOX

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DATE:

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BY:

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AS-BUILT PER RECORD PRINT

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BALTIMORE COUNTY OFFICE OF BUDGET AND FINANCE - PROPERTY MANAGEMENT

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PROPERTY MANAGEMENT

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NORTHWEST REGIONAL PARK

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4515 DEER PARK ROAD, OWINGS MILLS, MD 21117

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AS SHOWN

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SPLASH PAD AND SUPPORTING FACILITIES

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25114 GX0

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PROJ-1000634

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OWINGS MILLS

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PNW

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35NW40

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LANDSCAPE ARCHITECT:

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AutoCAD SHX Text 09/18/2026

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MARK E. PELUSI, JR.

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OCTOBER 02, 2025

REVISIONPRINT NO. PRINTS

LOCATION

CUSTOMER

BASED ON WORK WITH

JOB TITLE

COUNTY

DESIGN SERVICES

$$DATE$$$$FILE$$

OH UGL GASURD

CONSTRUCTION DISCIPLINE

OF WORK

OBJECT

LOCATION OF GAS & ELECTRIC FACILITIES APPROVED

DATEPHONE

PRINT NAME:

SIGNATURE:

CITY / TOWN

LOCALITY

DEVELOPMENT /

DESIGN SERVICES UNIT

RIGHT-OF-WAY CK

ENGINEERING CK

CORROSION CTRL/

GAS CHK

PRESSURE CTRL

BY DATE

DESIGNER

BGE QA CHECK

CHECKS

DRAFTER

OFFICE #

SUPERFUND SITE

OF ENV PERMIT GUIDE

IF YES, SEE SECTION 2E1

SITE #

CONTACTS

JOB APPROVAL

DOCUMENTATION

ENVIRONMENTAL

REQ'D

NONE

PLAN

SESC

PLAN

GRADING

CONSRV

FOREST

OF INTENT

NOTICE

QA CK

CONTRACTOR

CO.

STATE

CITY

FORESTRY

PERMITS REQ.

NONE REQUIRED

BLANKET

YES

GAS SYSTEM TYPE

REQUIRED

RADIOGRAPHIC

TEST

HYDROSTATIC

PLASTIC

STEEL

MAIN TYPE

LAND USE

TRANSMISSION

GAS PLATEELECTRIC GRID

TYPE

SCALE

ADC MAP

COUNTY

GRID(S)MAP NO.

PHONE NUMBER:

CUSTOMER CONTACT:

DATE

AGREEMENT

R/W NO.

1-800-257-7777 OR 811

CALL MISS UTILITY 48 HRS BEFORE STARTING WORK

PSIG

MINUTES

HOURS

PLASTIC

STEEL

MAIN TYPE PSIG

MINUTES

HOURS

FROM/TO

INST REM

SIZE DESCRIPTION

(A)

NUMBER

(B)

DISTANCE

ONE-WAY

(C)

SLACK

A(B+C)

QUANTITY

TOTAL

SPEC

SAG

TENSION

DESIGN

FROM/TO

(A)

NUMBER

INST REM

(B)

DISTANCE

ONE-WAY

(C)

SLACK

A(B+C)

QUANTITY

TOTAL

SIZE DESCRIPTION

TENSION

DESIGN

SPEC

SAG

FEEDER # & FDR. SHEET #

PSIG

MINUTES

HOURS

BY DATEREVISION DESCRIPTION

NO.

REV.

1-2

365'

20'

385'

N/A

GROUP

NUMBER

IDENTIFICATION