25004 GCSC Nursing Simulation Center Addendum #1.pdf
PDF 828 KB Posted
- Solicitation number
- ITB #9-2024/2025
- Issued by
- Bay County, Florida
About this file
This document is an Addendum (#1) issued by DAG Architects for the GCSC Nursing Simulation Center Demo Package (Project Number 25004), dated July 8, 2025, for Gulf Coast State College located in Panama City, Florida. The addendum provides updated information for the demolition project, specifically detailing changes to the existing project documentation, including additional details about electrical transformer removal and relocation, existing structure square footage, and new instructions for the demolition contractor regarding utility management. The document outlines specific modifications to be incorporated into the contract documents, focusing on the Demo & Erosion Control Plan (Sheet C101).
The accompanying demolition plan (Sheet C-101) comprehensively details the scope of demolition activities, including removal of various infrastructure elements such as gravity sewers, storm sewers, HVAC lines, gas services, sidewalks, electrical components, and specific site features like a satellite dish and palm trees. A notable instruction requires the demolition contractor to cap, stake-flag, and document the direction of abandoned utilities. The plan also indicates specific areas for surface demolition and removal, with careful considerations for protecting existing infrastructure like a vault and coordinating with the project owner throughout the demolition process.
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| File | Type | Posted |
|---|---|---|
| ITB #9-2024-2025 GCSC Natural Sciences A B Demolition Bid.pdf |
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Text version
Addendum #
455 Harrison Avenue
Suite I
Panama City, Florida 32401
850.387.1671
AR0017640
DAGarchitects.com 1 of 1
Date of Issuance: 8 July, 2025
Project: GCSC Nursing Simulation Center Demo Package
Project Number: 25004
1A-1 General
1. The following changes and/or additions to the plans and specifications are hereby made part of same and are incorporated in full as part of the Contract Documents.
a. Additional information regarding the electrical transformer removal and relocation has been added.
b. Additional information regarding the existing square footage of the existing structures has been added.
c. Additional instructions to the demo contractor re: capping, flagging and documenting direction of the existing utility has been added.
1A-2 Specifications
1. N/A
1A-3 Drawings
1. Sheet C101- DEMO & EROSION CONTROL PLAN
- Additional information regarding the electrical transformer removal and relocation has been added.
- Additional information regarding the existing square footage of the existing structures has been added.
- Additional instructions to the demo contractor re: capping, flagging and documenting direction of the existing utility has been added.
End of Addendum
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AR0017640
455 Harrison Avenue Suite I Panama City, Florida 32401 850.387.1671 www.dagarchitects.com
Digital Signature
Project Number
2 3 4 5
Owen Gipson, AIA Professional Architect:
Florida - License No. AR0017764
E
GCSC NURSING SIM.
CENTER
GULF COAST STATE COLLEGE
5230 US-98
PANAMA CITY, FL, 32401
NO. DESCRIPTION DATE
EB 0008794
C-101
DEMO & EROSION
CONTROL PLAN
05.30.2025
50186685
SCALE: 1" = 20'
40'10'0' 20'
J. MORGAN HURST, P.E. 60813
203 Aberdeen Parkway Panama City, FL 32405 850.522.0644
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CAP END OF EXISTING
CONCRETE WALK
CAP & REMOVE EXISTING
HVAC LINES TO BUILDING
REMOVE EXISTING
STORM SEWER
REMOVE EXISTING
CONCRETE WALK PROTECT
EXISTING
VAULT
EXISTING TRANSFORMER
TO BE REMOVED AND
RELOCATED
REMOVE EXISTING
GAS SERVICE
CAP END OF EXISTING SEWER
CLEANOUTS
REMOVE EXISTING SIDEWALK
REMOVE EXISTING SIDEWALK
REMOVE EXISTING
GAS SERVICE
REMOVE EXISTING
TRENCH DRAIN
LIMITS OF SURFACE
DEMOLITION AND REMOVAL
REMOVE EXISTING
GRAVITY SEWER
REMOVE EXISTING
GRAVITY SEWER
REMOVE EXISTING SS
MANHOLE
REMOVE EXISTING
WATER SERVICE TO
VALVE
BLOCK & GROUT
HOLE
CAP & REMOVE EXISTING
HVAC LINES TO BUILDING
REMOVE EXISTING
STORM PIPE
REMOVE EXISTING
STORM PIPE
REMOVE EXISTING
STORM INLET
REMOVE EXISTING
STORM INLET
REMOVE EXISTING
STORM INLET
REMOVE EXISTING
STORM PIPE
REMOVE EXISTING
STORM PIPE
REMOVE EXISTING
STORM PIPE
SILT FENCE AND
CONSTRUCTION FENCING
SILT FENCE AND
CONSTRUCTION FENCING
REMOVE EXISTING
GRAVITY SEWER
REMOVE EXISTING
ELECTRICAL
REMOVE EXISTING SATELLITE
DISH AND CONCRETE PAD
COORDINATE WITH OWNER.
EXISTING FO VAULT TO REMAIN ADJUST
LID TO MATCH NEW CONCRETE WALK.
REMOVE EXISTING
PRIMARY LIGHTING
CIRCUITRY
REMOVE EXISTING
LIGHT AND BASE
REMOVE EXISTING
LIGHT AND BASE
REMOVE EXISTING
LIGHT AND BASE
TREE PROTECTION
TREE PROTECTION
TREE PROTECTION
TREE PROTECTION
REMOVE EXISTING
PALM TREE
REMOVE EXISTING
PALM TREE
REMOVE EXISTING
PALM TREE
DESIGN DEVELOPMENT
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TV
AutoCAD SHX Text DS-5 TYPE C INLET TOP=9.65'(D) 9.60'(F) N.E.INV.18"CPP=5.50'(D) 5.57'(F) S.INV.18"CPP=N.A.'(D) 6.91'(F)
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AIR CONDITIONER
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DS-08 TYPE C INLET TOP=7.00'(D) 7.54'(F) E.INV.18"CPP=2.70'(D) 4.54'(F)
AutoCAD SHX Text DS-01 TYPE C INLET TOP=7.60'(D) 7.59'(F) S.INV.4"PVC=6.98'(D) 7.08'(F) E.INV.18"CPP=4.00'(D) 4.01'(F)
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AutoCAD SHX Text DS-03 TYPE C INLET TOP=8.50'(D) 9.31'(F) E.INV.18"CPP=3.50'(D) 2.93'(F) W.INV.18"CPP=3.50'(D) 2.94'(F)
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AutoCAD SHX Text DS-09 TYPE P7 MANHOLE TOP=7.85'(D) 9.64'(F) N.INV.18"CPP=2.20'(D) 3.66'(F) E.INV.18"CPP=2.20'(D) 3.59'(F) W.INV.18"CPP=2.20'(D) 3.58'(F)
AutoCAD SHX Text DS-10 18" YARD INLET TOP=6.38'(D) 7.32'(F) S.INV.18"CPP=2.45'(D) 5.17'(F) E.INV.18"CPP=4.09'(F)
AutoCAD SHX Text DS-15 TYPE P7 MANHOLE TOP=8.31'(D) 9.36'(F) S.INV.12"CPP=2.95'(D) 4.30'(F) W.INV.18"CPP=2.45'(D) 3.53'(F) E.INV.18"CPP=2.45'(D) 3.67'(F)
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VAULT
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INLET TOP=7.68'(F) INV.6"ADS=6.84'(F)
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ABANDONED
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GEN
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ELEC. MANHOLE
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1-1/2" GREY PVC (USE UNKNOWN)
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1/2" GAS
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1" GAS
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1/2" GAS
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SEWER MANHOLE TOP=7.38' 8" VCP NE INV.=0.94' 8" VCP SW INV.=1.00'
AutoCAD SHX Text DS-3 DRAINAGE INLET TOP EL.= 5.37 (5.44) SUMP EL.= 0.16 (0.30) N INV. EL.= 0.54 (0.80) W INV. EL.= 0.67 (0.80)
AutoCAD SHX Text DS-2 DRAINAGE INLET TOP EL.= 6.07 (6.14) SUMP EL.= 0.83 (1.00) E INV. EL.= 1.33 (1.50) W INV. EL.= 1.50 (1.50)
AutoCAD SHX Text DS-1 DRAINAGE INLET TOP EL.= 6.89 (6.80) SUMP EL.= 1.56 (1.50) E INV. EL.= 2.38 (2.00) S INV. EL.= 2.01 (2.00)
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112.0 LF OF 24" C.P.P.
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113.1 LF OF 24" C.P.P.
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50.6 LF OF 24" C.P.P.
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8" VCP
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4" PVC
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SEWER MANHOLE TOP=6.88' 8" VCP NW INV.=1.32' 8" VCP SE INV.=1.42'
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PIPE DIRECTION
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INLET TOP=7.12' W.INV.12"PVC=3.81'
AutoCAD SHX Text INLET TOP=7.27' N.INV.12"PVC=4.66' E.INV.6"PVC=4.82' S.INV.12"PVC=5.04' W.INV.10"PVC=5.02'
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INLET TOP=7.4' E.INV.6"PVC=6.10' N.INV.12"CMP=6.02'
AutoCAD SHX Text STORM MANHOLE RIM=7.30' N.INV.15"RCP=4.00' E.INV.12"PVC=3.99' S.INV.12"PVC=3.91' W.INV.18"RCP=4.03'
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M.E.S. INV.12"PVC=6.31'
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M.E.S. INV.6"PVC=5.3'
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M.E.S. INV.12"PVC=6.00'
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MANHOLE RIM=7.93'
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SEWER MANHOLE RIM=7.53' N.INV.8"PVC=3.50' S.INV.6"T.C.=3.57' E.INV.8"PVC=3.47'
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PULL BOX: COMMUNICATION
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COMMUNICATION MANHOLE RIM=10.02'
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SEWER MANHOLE RIM=8.11' E.INV.8"PVC=3.57' W.INV.8"PVC=3.61' S.INV.4"PVC=3.60'
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TRENCH DRAIN
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Patrick Text Box AREAS OF DEMOLITION; CONTRACTOR TO VERIFY LIMITS OF SILT FENCING WITH COLLEGE REPRESENTATIVE pboldrick Text Box 14,686 S.F.
pboldrick Line pboldrick Line pboldrick Callout ELECTRICAL TRANSFORMER TO BE REMOVED AND RELOCATED BY VENDOR UNDER SEPARATE CONTRACT pboldrick Cloud pboldrick Cloud pboldrick Text Box
ADDENDUM 1 7/8/25
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NOTE:
DEMO CONTRACTOR TO CAP, STAKE/FLAG AND MARK LOCATIONS OF ABOANDONED UTILITIES; CONTRACTOR IS TO ALSO MARK DIRECTION OF UTILITY ON DRAWING AND RETURN TO GCSC PROJECT MANAGER.1 pboldrick Polygon pboldrick Text Box pboldrick Cloud
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