A06 - Drawings.pdf

PDF 17 MB Posted Jul 29, 2020

Attached to: INSTALL FIRE SUPPRESSION SYSTEM IN VC Federal contract opportunity
Solicitation number: 140P5220R0025
Issued by: Department of the Interior National Park Service Southeast Region

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal contract opportunity to install a fire suppression system. The solicitation number is 140P5220R0025 to install a fire suppression system in a visitor center at the Abraham Lincoln Birthplace National Historical Park. The contracting agency is the Department of the Interior National Park Service Southeast Region. The opportunity type is a solicitation for construction services to install the fire suppression system as described. No further specifics on response dates, pricing terms, or other contract details are provided in this document.

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Other files for this federal contract opportunity

Other files attached to INSTALL FIRE SUPPRESSION SYSTEM IN VC, newest first.
File	Type	Posted
Sol_140P5220R0025_Amd_0001.pdf	PDF	Aug 20, 2020
QUESTIONS AND ANSWERS_0001.pdf	PDF	Aug 20, 2020
B11 - Site Visit Docs_0001.pdf	PDF	Aug 20, 2020
Past Performance Worksheet.doc	DOC document	Jul 29, 2020
Proposal Submission Package.docx	DOCX document	Jul 29, 2020
A06 - Specifications.pdf	PDF	Jul 29, 2020
B03 - DOL Wage Determination.pdf	PDF	Jul 29, 2020
Sol_140P5220R0025.pdf	PDF	Jul 29, 2020
Provisions and Clauses - UCF1.docx	DOCX document	Jul 29, 2020

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SCHEMATIC DESIGN

A/E FIRM

PRIME/ARCH:

LIOLLIO ARCHITECTURE

CHARLESTON, SC

CIVIL:

STANTEC

NORTH CHARLESTON, SC

MEP:

DWG, INC.

MOUNT PLEASANT, SC

MarkSheet REVISION Date Initial QUALITY DESIGN CERTIFICATION

Prepared in Accordance with Design

Variance from Design Development (Title I)

Development (Title I) ____________

Approved by Superintendent on ____________

Construction Drawing Not Preceded by Design Development (Title I)

Drawing No.

Project Manager Date

UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

SOUTHEAST REGIONAL OFFICE REGION COUNTY STATE

SOUTHEAST LARUE KENTUCKY

VISITOR'S CENTER

TITLE OF PROJECT

BASIC DATA: 338-143537

SHEET

PMIS/PKG NO.

DRAWING NO.

KENTUCKY

HODGENVILLE

ABRAHAM LINCOLN BIRTHPLACE

NATIONAL HISTORIC SITE

ABRAHAM LINCOLN BIRTHPLACE NATIONAL HISTORIC SITE

NAME OF PARK

LOCATION WITHIN PARK

229181

5/31/19FINAL CONSTRUCTION DOCUMENTS

VC FIRE & SECURITY SYSTEMS

6 A0 GRAPHIC SYMBOLS & CONSTRUCTION SIGN

7 A1 MATLS LEGEND, MOUNTING, ASSEMBLIES

8 A2 BASEMENT PLAN

9 A3 FIRST FLOOR PLAN

10 A4 BASEMENT REFLECTED CEILING PLAN

11 A5 FIRST FLOOR REFLECTED CEILING PLAN

12 A6 ROOF PLAN

13 A7 BUILDING ELEVATIONS

14 A8 BUILDING SECTIONS

15 A9 BUILDING SECTIONS

16 A10 BUILDING DETAILS

Sheet Number Sheet Name

ARCHITECTURAL

DRAWING INDEX

CIVIL

2 C1 DEMO, EROSION CONTROL, AND TREE PROTECTION

3 C2 FIRE WATER SITE PLAN

4 C3 DETAILS

1 EX1 EXISTING CONDITIONS

5 D1 DEMOLITION CEILING PLANS

DEMOLITION

1 mi

0.50.25

200 ft

10050

VISITOR'S CENTER

2995 LINCOLN FARM ROAD

ZIP: 42748

17 FP001 FIRE PROTECTION NOTES & LEGENDS

18 FP002 FIRE PROTECTION DETAILS

19 FP101 FIRE PROTECTION PLANS

20 E001 ELECTRICAL LEGENDS

21 E002 ELECTRICAL NOTES

22 ED100 SYSTEMS DEMO PLAN

23 E100 RENOVATION SYSTEMS PLAN

FIRE PROTECTION

ELECTRICAL

U E

0 10' 20'

1" = 10'

C Copyright 2018. All Rights Reserved. Reproduction, copying, or use of this drawing and designs shown thereon without written consent of Liollio Architecture, Inc. is prohibited and any infringement is subject to legal action.

TITLE OF SHEETSUB SHEET NO.

DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

CADD:

229181

EX1

EXISTING CONDITIONS

SURVEY BY:

BA ENGINEERS, INC.

A Division of Bryant Associates, Inc.

3407 STONY SPRING CIRCLE

LOUISVILLE, KENTUCKY, 40220

(502) 775-5741 TEL.

(502) 775-5742 FAX

WWW.BRYANT-ENGRS.COM

DATE: MAY 30, 2018

05/31/2019

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GRAPHIC SCALE IN FEET

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IE 732.76

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8" VCP

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EJB

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4" ABS

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EX 6" PVC WATERLINE

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EX 6" PVC WATERLINE

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EX TELEPHONE LINE

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EX WATERLINE

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EX TELEPHONE LINE

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EX POWER LINE

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EX POWER LINE

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LEGEND

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ECP

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EJB

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GAS METER

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WATER FOUNTAIN

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WATER METER

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WATER VALVE

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MANHOLE

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ELECTRIC JUNCTION BOX

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ELECTRIC CONTROL PANEL

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CONTROL POINT

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TREE AND SIZE

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CATCH BASIN

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YARD DRAIN

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2 2076256.95 1644387.39 749.11 PK NAIL

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3 2076245.73 1644057.96 737.12 IRON PIN

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4 2076507.29 1643931.45 763.07 IRON PIN

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5 2076696.68 1644131.48 762.92 IRON PIN

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6 2076421.86 1644353.62 741.74 IRON PIN

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NO.

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NORTHING

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EASTING

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ELEV

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DESC

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COORDINATE CONTROL

AutoCAD SHX Text Horizontal datum is Kentucky State Plane, South Zone, NAD83.

AutoCAD SHX Text Vertical Datum is NAVD88.

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SCALE:

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ABRAHAM LINCOLN BIRTHPLACE NAT'L PARK

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VISITOR CENTER

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KRV

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JLL

AutoCAD SHX Text 05/31/19

AutoCAD SHX Text No. 26556

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MAP ROOM

CURATORIAL

STORAGEMECHANICAL

STORAGE

U E

o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o

EXISTING HYDRANT LOCATED IN

MANHOLE, HYDRANT & MANHOLE

TO BE REMOVED, BACKFILL TO

MATCH EXISTING GRADE.

SILT FENCE - TYP.

SILT FENCE

TREE PROTECTION

LIMITS OF

DISTURBANCE

SPLIT RAIL FENCE TO

REMAIN

UNDISTURBED.

TREE PROTECTION

UNDISTURBED

TREELINE - NO

ACCESS, STORAGE,

ETC.

TREE PROTECTION-TYP.

SAWCUT AND

DEMO ASPHALT

SIDEWALK

EXISTING FIRE HYDRANT AND

GATE VALVE TO BE REMOVED.

CAP EXISTING WATER MAIN

AND ABANDON IN PLACE

EXISTING 6" WATER MAIN TO

BE ABANDONED IN PLACE

PORTION OF EXISTING 6"

WATER MAIN TO BE CAPPED

AND ABANDONED IN PLACE

C3 o o o

0 10' 20'

1" = 10'

TITLE OF SHEETSUB SHEET NO.

DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

CADD:

229181

DEMO, EROSION

CONTROL, AND

TREE PROTECTION

05/31/2019

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GRAPHIC SCALE IN FEET

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AutoCAD SHX Text Concrete Sidewalk

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AutoCAD SHX Text Split Rail Fence

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AutoCAD SHX Text 15"

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AutoCAD SHX Text 22"

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AutoCAD SHX Text Grate 747.39

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IE 732.76

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8" VCP

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EJB

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EX 6" PVC WATERLINE

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EX TELEPHONE LINE

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EX WATERLINE

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EX POWER LINE

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LEGEND

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ECP

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EJB

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GAS METER

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WATER FOUNTAIN

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WATER METER

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WATER VALVE

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MANHOLE

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ELECTRIC JUNCTION BOX

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ELECTRIC CONTROL PANEL

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CONTROL POINT

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TREE AND SIZE

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CATCH BASIN

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YARD DRAIN

AutoCAD SHX Text LEGEND LIMITS OF DISTURBANCE SILT FENCE TREE PROTECTION FENCE ITEM TO BE REMOVED PROPOSED SPOT GRADES EXISTING SPOT GRADE HP HIGH POINT HIGH POINT YI YARD INLET YARD INLET TR TOP RAMP TOP RAMP BR BOTTOM RAMP BOTTOM RAMP FLOW ARROW EXISTING CONTOUR PROPOSED CONTOUR

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SCALE:

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ABRAHAM LINCOLN BIRTHPLACE NAT'L PARK

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VISITOR CENTER

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KRV

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JLL

AutoCAD SHX Text DEMOLITION NOTES 1. COORDINATE ALL CONSTRUCTION ACTIVITIES WITH NPS FOR COORDINATE ALL CONSTRUCTION ACTIVITIES WITH NPS FOR APPROVED CONSTRUCTION ACCESS LOCATION, LAY DOWN AREA, STAGING, ETC. 2. DEMOLITION IS CONFINED TO AREAS SHOWN WITHIN THE DEMOLITION IS CONFINED TO AREAS SHOWN WITHIN THE LIMITS OF DISTURBANCE. LIMIT AREAS OF DISTURBANCE. 3. PRIOR TO ANY DEMOLITION CONTRACTOR MUST COORDINATE PRIOR TO ANY DEMOLITION CONTRACTOR MUST COORDINATE DEMOLITION SCHEDULE WITH NPS SO AS NOT TO INTERRUPT THEIR OPERATIONS. 4. CONTRACTOR WILL REMOVE AND TRANSPORT ALL DEBRIS AND CONTRACTOR WILL REMOVE AND TRANSPORT ALL DEBRIS AND OTHER MATERIALS RESULTING FROM ALL DEMOLITION OPERATIONS FROM THIS SITE AND LEGALLY DISPOSE OFF SITE. 5. CONTRACTOR IS RESPONSIBLE TO PROVIDE A SAFE WORK CONTRACTOR IS RESPONSIBLE TO PROVIDE A SAFE WORK ENVIRONMENT IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS AND CODES AND FOR SECURING THE SITE DURING NON-WORKING HOURS THROUGH PROJECT COMPLETION. 6. PRIOR TO COMMENCEMENT OF CONSTRUCTION, CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION, CONTRACTOR IS RESPONSIBLE FOR CONTACTING UTILITY LOCATE COMPANY. CONTRACTOR SHALL REPAIR ANY DAMAGED UTILITIES NOT APPROVED FOR DEMOLITION AT NO COST TO THE NPS. NOTIFY NPS IMMEDIATELY OF ANY UTILITIES NOT NOTED ON THIS PLAN THAT ARE FOUND DURING CONSTRUCTION. 7. CONTRACTOR SHALL SEED ALL DEMOLITION AND DISTURBED CONTRACTOR SHALL SEED ALL DEMOLITION AND DISTURBED WORK AREAS WITH KY31 FESCUE AND STRAW. PROVIDE MINIMUM 4" DEPTH OF CLEAN, WEED FREE, TOPSOIL OVER SUBGRADE WHERE DEMOLITION OCCURS.

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DEMOLITION LEGEND

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MAP ROOM

CURATORIAL

STORAGEMECHANICAL

STORAGE

U E

EXISTING HYDRANT

LOCATED IN MANHOLE,

HYDRANT & MANHOLE

TO BE REMOVED

INSTALL 6"X6" TAPPING

SLEEVE WITH TAPPING

VALVE, MUELLER T-2360,

AVK SERIES 45, AFC SERIES

2500 OR US PIPE TUPSP1,

OR APPROVED EQUAL

31 L.F. 6" R.J. DIP

FIREWATER LINE,

MIN. 3' COVER.

CAUTION - EXISTING

ELECTRICAL AND

COMMUNICATIONS LINES ARE

KNOW TO EXIST IN THIS AREA

CONNECT NEW 6" DIP

TO NEW FIRE RISER

(SEE MEP PLANS FOR

EXACT LOCATION)

NEW FDC TO BE MOUNTED ON

THE BUILDING

(SEE MEP PLANS FOR EXACT

LOCATION AND DETAILS)

INSTALL 6" GATE VALVE

WITH VALVE BOX AND

CONCRETE COLLAR

CUT EXISTING MAIN AND

INSTALL 6" CAP. EXISTING MAIN

TO BE ABANDONED IN PLACE

EXISTING FIRE HYDRANT AND

GATE VALVE TO BE REMOVED.

CAP EXISTING WATER MAIN

AND ABANDON IN PLACE

REPLACE 18 S.F. OF

REMOVED ASPHALT

SIDEWALK

4, 5

0 10' 20'

1" = 10'

TITLE OF SHEETSUB SHEET NO.

DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

CADD:

229181

FIRE WATER

SITE PLAN

GENERAL NOTES:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO

CONSTRUCTION. ANY DAMAGE TO THE UTILITIES WILL BE THE RESPONSIBILITY OF

THE CONTRACTOR

2. THE CONTRACTOR SHALL REVIEW THE EXISTING SITE CONDITIONS PRIOR TO

BIDDING AND IF ANY DISCREPANCIES ARE FOUND, THE CONTRACTOR SHALL

CONTACT THE OWNER.

3. THE LIMIT OF WORK IS CONFINED TO AREAS WITHIN THE LIMITS OF DISTURBANCE

LINE UNLESS OTHERWISE INDICATED.

4. THE CONTRACTOR IS RESPONSIBLE FOR FINE GRADING AND PROVIDING A

SMOOTH TRANSITION INTO EXISTING GRADES. GRADE TO PREVENT PONDING AND

TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES.

WATER NOTES:

1. CONTRACTOR WILL PROVIDE ALL MATERIAL AND INSTALL UNDER WATER

AUTHORITY SUPERVISION.

2. CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS WITH SERVICE

PROVIDER PRIOR TO START OF CONSTRUCTION.

3. CONTRACTOR TO INSTALL RESTRAINED JOINT FITTINGS FOR ALL HYDRANTS PER

WATER AUTHORITY SPECIFICATIONS.

4. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND DO NOT

NECESSARILY REPRESENT ALL UTILITIES PRESENT. ADDITIONAL UNDERGROUND

UTILITIES MAY OR MAY NOT EXIST. STANTEC CONSULTING, INC. DOES NOT

WARRANT THE LOCATION, EXISTENCE OR PROPERTIES OF ANY UNDERGROUND

UTILITY WITHOUT EXCAVATION AND FIELD VERIFICATION.

5. CONTRACTOR SHALL COORDINATE ARCHITECTURAL AND MEP DRAWINGS PRIOR

TO START OF CONSTRUCTION. ANY DISCREPANCIES IDENTIFIED SHALL BE

BROUGHT TO THE ENGINEERS ATTENTION.

6. CONTRACTOR SHALL MAINTAIN BETWEEN 36" - 48" COVER OVER TOP OF PIPE.

7. ALL VALVES AND HYDRANTS SHALL OPEN COUNTER CLOCKWISE. CONFIRM WITH

OWNER AND VERIFY BY CHECKING EXISTING ONSITE VALVES AND HYDRANTS

PRIOR TO SUBMITTING AND ORDERING MATERIALS.

8. MEGALUG, FORD SERIES 1400, OR SIGMA ONE-LOK RETAINER GLANDS SHALL BE

USED FOR ALL FITTINGS, VALVES. AND HYDRANTS OR APPROVED EQUAL.

9. RESTRAINED LENGTHS SHALL BE IN MULTIPLES OF A FULL LENGTH OF PIPE.

10. WHERE POSSIBLE, HORIZONTAL WATERLINES SHALL BE DEFLECTED IN LIEU OF

USING BENDS. DEFLECTIONS SHALL NOT EXCEED 75% OF MANUFACTURER'S

SPECIFICATIONS.

11. ALL MATERIAL SHALL CONFORM TO WATER AUTHORITY REQUIREMENTS AS TO

MANUFACTURER, TYPE, AND DESIGN.

LEDGEND:

CAP EXISTING WATER LINE

NEW GATE VALVE

NEW DUCTILE IRON WATER MAIN

05/31/2019

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GRAPHIC SCALE IN FEET

AutoCAD SHX Text Sign

AutoCAD SHX Text Concrete Sidewalk

AutoCAD SHX Text Visitors

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AutoCAD SHX Text Overhang

AutoCAD SHX Text Concrete

AutoCAD SHX Text Stone Wall

AutoCAD SHX Text Split Rail Fence

AutoCAD SHX Text X

AutoCAD SHX Text 15"

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AutoCAD SHX Text Grate 747.39

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AutoCAD SHX Text 12"

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AutoCAD SHX Text Conc

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AutoCAD SHX Text Concrete

AutoCAD SHX Text Asphalt Sidewalk

AutoCAD SHX Text

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4" ABS

AutoCAD SHX Text Pipe

AutoCAD SHX Text

AutoCAD SHX Text 12"

AutoCAD SHX Text 18"

AutoCAD SHX Text

EX 6" PVC WATERLINE

AutoCAD SHX Text

EX 6" PVC WATERLINE

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EX TELEPHONE LINE

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EX WATERLINE

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EX TELEPHONE LINE

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EX POWER LINE

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EX POWER LINE

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SCALE:

AutoCAD SHX Text

ABRAHAM LINCOLN BIRTHPLACE NAT'L PARK

AutoCAD SHX Text

VISITOR CENTER

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KRV

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JLL

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AutoCAD SHX Text 05/31/19

AutoCAD SHX Text No. 26556

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TITLE OF SHEETSUB SHEET NO.

DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

CADD:

229181

DETAILS

VALVE

NOTES:

DIMENSIONS IN FEET

TAP

SIZE

OF BLOCKING SHALL BE GREATER THAN

1. DEPTH FROM GROUND SURFACE TO TOP

HEIGHT OF BLOCKING.

2. THE END OF THE TAPPING SLEEVE

SHALL BE NO CLOSER THAN 4 FEET

TO A JOINT.

1.04" & 6"

2.0

1.4

05/31/2019

AutoCAD SHX Text TREE PROTECTION NOTES: 1. INSTALL TREE PROTECTION FENCING AT DRIP LINE OF TREE WHERE POSSIBLE. IF NOT POSSIBLE, INSTALL TREE PROTECTION FENCING AT DRIP LINE OF TREE WHERE POSSIBLE. IF NOT POSSIBLE, TREE PROTECTION FENCING AT DRIP LINE OF TREE WHERE POSSIBLE. IF NOT POSSIBLE, TREE PROTECTION FENCING AT DRIP LINE OF TREE WHERE POSSIBLE. IF NOT POSSIBLE, PROTECTION FENCING AT DRIP LINE OF TREE WHERE POSSIBLE. IF NOT POSSIBLE, PROTECTION FENCING AT DRIP LINE OF TREE WHERE POSSIBLE. IF NOT POSSIBLE, FENCING AT DRIP LINE OF TREE WHERE POSSIBLE. IF NOT POSSIBLE, FENCING AT DRIP LINE OF TREE WHERE POSSIBLE. IF NOT POSSIBLE, AT DRIP LINE OF TREE WHERE POSSIBLE. IF NOT POSSIBLE, AT DRIP LINE OF TREE WHERE POSSIBLE. IF NOT POSSIBLE, DRIP LINE OF TREE WHERE POSSIBLE. IF NOT POSSIBLE, DRIP LINE OF TREE WHERE POSSIBLE. IF NOT POSSIBLE, LINE OF TREE WHERE POSSIBLE. IF NOT POSSIBLE, LINE OF TREE WHERE POSSIBLE. IF NOT POSSIBLE, OF TREE WHERE POSSIBLE. IF NOT POSSIBLE, OF TREE WHERE POSSIBLE. IF NOT POSSIBLE, TREE WHERE POSSIBLE. IF NOT POSSIBLE, TREE WHERE POSSIBLE. IF NOT POSSIBLE, WHERE POSSIBLE. IF NOT POSSIBLE, WHERE POSSIBLE. IF NOT POSSIBLE, POSSIBLE. IF NOT POSSIBLE, POSSIBLE. IF NOT POSSIBLE, IF NOT POSSIBLE, IF NOT POSSIBLE, NOT POSSIBLE, NOT POSSIBLE, POSSIBLE, POSSIBLE, REFER TO DRAWINGS FOR INSTALLATION LOCATION OF FENCING. 2. ALL TREE PROTECTION DEVICES ARE TO BE INSTALLED PRIOR TO THE START OF LAND ALL TREE PROTECTION DEVICES ARE TO BE INSTALLED PRIOR TO THE START OF LAND TREE PROTECTION DEVICES ARE TO BE INSTALLED PRIOR TO THE START OF LAND TREE PROTECTION DEVICES ARE TO BE INSTALLED PRIOR TO THE START OF LAND PROTECTION DEVICES ARE TO BE INSTALLED PRIOR TO THE START OF LAND PROTECTION DEVICES ARE TO BE INSTALLED PRIOR TO THE START OF LAND DEVICES ARE TO BE INSTALLED PRIOR TO THE START OF LAND DEVICES ARE TO BE INSTALLED PRIOR TO THE START OF LAND ARE TO BE INSTALLED PRIOR TO THE START OF LAND ARE TO BE INSTALLED PRIOR TO THE START OF LAND TO BE INSTALLED PRIOR TO THE START OF LAND TO BE INSTALLED PRIOR TO THE START OF LAND BE INSTALLED PRIOR TO THE START OF LAND BE INSTALLED PRIOR TO THE START OF LAND INSTALLED PRIOR TO THE START OF LAND INSTALLED PRIOR TO THE START OF LAND PRIOR TO THE START OF LAND PRIOR TO THE START OF LAND TO THE START OF LAND TO THE START OF LAND THE START OF LAND THE START OF LAND START OF LAND START OF LAND OF LAND OF LAND LAND LAND DISTURBANCE AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. NO PARKING, STORAGE, OR AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. NO PARKING, STORAGE, OR AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. NO PARKING, STORAGE, OR MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. NO PARKING, STORAGE, OR MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. NO PARKING, STORAGE, OR UNTIL CONSTRUCTION IS COMPLETE. NO PARKING, STORAGE, OR UNTIL CONSTRUCTION IS COMPLETE. NO PARKING, STORAGE, OR CONSTRUCTION IS COMPLETE. NO PARKING, STORAGE, OR CONSTRUCTION IS COMPLETE. NO PARKING, STORAGE, OR IS COMPLETE. NO PARKING, STORAGE, OR IS COMPLETE. NO PARKING, STORAGE, OR COMPLETE. NO PARKING, STORAGE, OR COMPLETE. NO PARKING, STORAGE, OR NO PARKING, STORAGE, OR NO PARKING, STORAGE, OR PARKING, STORAGE, OR PARKING, STORAGE, OR STORAGE, OR STORAGE, OR OR OR OTHER CONSTRUCTION SITE ACTIVITIES ARE TO OCCUR WITHIN THE TREE PROTECTION AREA. 3. PROVIDE 3" DEEP WOOD CHIP MULCH OVER ANY UNPROTECTED ROOT ZONE. REMOVE AT END PROVIDE 3" DEEP WOOD CHIP MULCH OVER ANY UNPROTECTED ROOT ZONE. REMOVE AT END 3" DEEP WOOD CHIP MULCH OVER ANY UNPROTECTED ROOT ZONE. REMOVE AT END 3" DEEP WOOD CHIP MULCH OVER ANY UNPROTECTED ROOT ZONE. REMOVE AT END DEEP WOOD CHIP MULCH OVER ANY UNPROTECTED ROOT ZONE. REMOVE AT END DEEP WOOD CHIP MULCH OVER ANY UNPROTECTED ROOT ZONE. REMOVE AT END WOOD CHIP MULCH OVER ANY UNPROTECTED ROOT ZONE. REMOVE AT END WOOD CHIP MULCH OVER ANY UNPROTECTED ROOT ZONE. REMOVE AT END CHIP MULCH OVER ANY UNPROTECTED ROOT ZONE. REMOVE AT END CHIP MULCH OVER ANY UNPROTECTED ROOT ZONE. REMOVE AT END MULCH OVER ANY UNPROTECTED ROOT ZONE. REMOVE AT END MULCH OVER ANY UNPROTECTED ROOT ZONE. REMOVE AT END OVER ANY UNPROTECTED ROOT ZONE. REMOVE AT END OVER ANY UNPROTECTED ROOT ZONE. REMOVE AT END ANY UNPROTECTED ROOT ZONE. REMOVE AT END ANY UNPROTECTED ROOT ZONE. REMOVE AT END UNPROTECTED ROOT ZONE. REMOVE AT END UNPROTECTED ROOT ZONE. REMOVE AT END ROOT ZONE. REMOVE AT END ROOT ZONE. REMOVE AT END ZONE. REMOVE AT END ZONE. REMOVE AT END REMOVE AT END REMOVE AT END REMOVE AT END AT END AT END END END OF PROJECT AND RE-ESTABLISH LAWN WITH KY31 FESCUE AND STRAW. 4. MAKE CLEAN CUTS ON ROOTS EXPOSED BY GRADING AND BACKFILL IMMEDIATELY. MAKE CLEAN CUTS ON ROOTS EXPOSED BY GRADING AND BACKFILL IMMEDIATELY.

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TREE PROTECTION FENCE DETAIL

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SCALE: NTS

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EXISTING GRADE

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4' MIN.

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2' MIN.

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SEE NOTES

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PROTECTED

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ROOT ZONE TO BE

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48" T-POST

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48" HIGH DENSITY ORANGE POLYETHELENE SAFETY FENCE

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EXISTING TREE TO REMAIN

AutoCAD SHX Text DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER.

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SILT FLOW

AutoCAD SHX Text %%uEROSION AND SEDIMENTATION CONTROLS

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1. THE CONTRACTOR WILL MINIMIZE SEDIMENTATION DUE TO THE EFFECTS OF TRUCK TRAFFIC AND TRACKING THE CONTRACTOR WILL MINIMIZE SEDIMENTATION DUE TO THE EFFECTS OF TRUCK TRAFFIC AND TRACKING BOTH ON AND OFF OF THE PROJECT AREA, COORDINATE ANY CONSTRUCTION ACCESS AND LAY DOWN AREA WITH N.P.S. 2. ALL EROSION AND SEDIMENTATION CONTROLS SHALL BE INSPECTED EVERY 7 DAYS OR WITHIN 24 HOURS ALL EROSION AND SEDIMENTATION CONTROLS SHALL BE INSPECTED EVERY 7 DAYS OR WITHIN 24 HOURS OF A STORM OF 0.5 INCHES OR MORE IN DEPTH. ALL CONTROLS MUST BE IN GOOD OPERATING CONDITION UNTIL THE AREA THEY PROTECT HAS BEEN COMPLETELY STABILIZED AND THE CONSTRUCTION IS COMPLETE. 3. DUMP TRUCKS IMPORTING FILL MATERIALS TO THE SITE SHALL COVER THEIR LOADS WITH A TARPAULIN DUMP TRUCKS IMPORTING FILL MATERIALS TO THE SITE SHALL COVER THEIR LOADS WITH A TARPAULIN TO AVOID UNNECESSARY GENERATION OF DUST. 4. DUST CONTROL SHALL BE PROVIDED ON A DAILY BASIS OR MORE FREQUENTLY AS NEEDED. DUST CONTROL SHALL BE PROVIDED ON A DAILY BASIS OR MORE FREQUENTLY AS NEEDED. 5. PROTECT EXISTING STORM DRAIN SYSTEMS ADJACENT TO SITE WITH EROSION CONTROL MEASURES. PROTECT EXISTING STORM DRAIN SYSTEMS ADJACENT TO SITE WITH EROSION CONTROL MEASURES. ENSURE EROSION CONTROL MEASURES DO NOT INHIBIT EXISTING DRAINAGE STRUCTURES.

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SILT FENCE DETAIL

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SCALE: NTS

AutoCAD SHX Text SEQUENCE OF CONSTRUCTION 1. NOTIFY NATIONAL PARK SERVICE 48 HOURS PRIOR TO BEGINNING LAND-DISTURBING ACTIVITIES. NOTIFY NATIONAL PARK SERVICE 48 HOURS PRIOR TO BEGINNING LAND-DISTURBING ACTIVITIES. 2. CONTRACTOR TO COORDINATE WITH NPS FOR SITE CONSTRUCTION ACCESS. CONTRACTOR TO COORDINATE WITH NPS FOR SITE CONSTRUCTION ACCESS. 3. INSTALLATION OF PERIMETER CONTROLS.(E.G. SILT FENCE AND TREE PROTECTION) INSTALLATION OF PERIMETER CONTROLS.(E.G. SILT FENCE AND TREE PROTECTION) 4. SITE GRADING AND IMPROVEMENTS. SITE GRADING AND IMPROVEMENTS. 5. PERMANENT /FINAL STABILIZATION. PERMANENT /FINAL STABILIZATION. 6. MAINTENANCE OF SEDIMENT AND EROSION CONTROL MEASURES MUST CONTINUE UNTIL THE SITE IS PERMANENTLY STABILIZED.MAINTENANCE OF SEDIMENT AND EROSION CONTROL MEASURES MUST CONTINUE UNTIL THE SITE IS PERMANENTLY STABILIZED.

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ABRAHAM LINCOLN BIRTHPLACE NAT'L PARK

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VISITOR CENTER

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KRV

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JLL

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GRADE

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PAVEMENT

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SEE CONCRETE

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"WATER" CAST IN LID

AutoCAD SHX Text 1"

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VALVE BOX

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SCALE: NTS

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AutoCAD SHX Text 9 1/4"

AutoCAD SHX Text 5"

AutoCAD SHX Text 2"

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27" DIA.

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AutoCAD SHX Text 6"

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PLAN

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SECTION A-A

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3000 PSI CONCRETE

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TOP OF VALVE BOX

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LEVEL W/COLLAR

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TO 1" MAX. RECESS

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SET COLLAR 1"

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ABOVE FINISHED

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GRADE.

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TWO (2) RINGS OF

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NO. 3 REBAR

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ONE (1) RING OF

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NO. 3 REBAR

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FINISHED GRADE

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TWO (2) RINGS OF

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NO. 3 REBAR

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3000 PSI CONCRETE

AutoCAD SHX Text 4"

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ONE (1) RING OF

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NO. 3 REBAR WITH

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FIBERMESH CONCRETE

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PRECAST CONCRETE COLLAR

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SCALE: NTS

AutoCAD SHX Text NOTES: 1. CENTER VALVE BOX OVER OPERATING NUT TO CENTER VALVE BOX OVER OPERATING NUT TO INSURE FREE VALVE OPERATION. 2. USE 6" RISER PIPE ON 4" & 6" VALVES. USE 6" RISER PIPE ON 4" & 6" VALVES. 3. DO NOT ALLOW VALVE BOX OR RISER TO REST ON DO NOT ALLOW VALVE BOX OR RISER TO REST ON ANY PORTION OF VALVE.

AutoCAD SHX Text

ADJUSTABLE ROADWAY VALVE BOX

AutoCAD SHX Text UNDER PAVED AREAS, USE CLASS II BACKFILL COMPACTED IN 6" LIFTS TO 95% MAX. DRY DENSITY AS PER ASTM D15557

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SUPPORT VALVE BOX ON WELL COMPACTED BACKFILL

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D.I.P. RISER LENGTH AS REQUIRED FOR DEEP VALVE INSTALLATION.

AutoCAD SHX Text IN UNPAVED AREAS TYPICALLY USE CLASS III BACKFILL COM-PACTED IN 6" LIFTS TO 95% MAX. DRY DENSITY AS PER ASTM DI557. USE CLASS II BACKFILL WHERE SO DIRECTED BY THE ENG.

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FLANGE JOINT

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TAPPING VALVE MUELLER T-2360-16,

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AVK 25/30081, OR AFC SERIES 865

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M.J. TAPPING SLEEVE

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MINIMUM CONCRETE STRENGTH = 3000 PSI.

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M.J. WITH CPW APPROVED RESTRAINING GLAND

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TAPPING SLEEVE

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SCALE: NTS

AutoCAD SHX Text 05/31/19

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SLOPE TO DRAIN MAX. 2%

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ASPHALT SIDEWALK

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SCALE: NTS

AutoCAD SHX Text 2"

AutoCAD SHX Text 4"

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MATCH EX.

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ADJACENT LAWN

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COMPACTED SUBGRADE

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4" AGGREGATE BASE

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2" ASPHALT CONCRETE PAVING (LIGHT DUTY PAVING)

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SILT FENCE INSTALLATION

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BURRY FABRIC

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HEAVY DUTY PLASTIC TIE FOR STEEL POSTS

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USE EITHER FLAT-BOTTOM OR V-BOTTOM TRENCH SHOWN BELOW

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RUNOFF

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BACKFILL TRENCH WITH COMPACTED EARTH

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FILTER FABRIC

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1.25 LB./LINEAR FT. STEEL POSTS

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MAXIMUM SPACING = 6 FT.

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COLLAR DETAIL

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AutoCAD SHX Text C3

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AutoCAD SHX Text No. 26556

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________________3 A8

________________ 2 A8

________________3 A8

________________ 2 A8

TG-1

11' - 0"

WD-1

12' - 3"

SAT-1

9' - 4"

SAT-2

8' - 3"

SAT-2

7' - 11"

SAT-2

7' - 11"

SAT-2

7' - 11"

SAT-2

8' - 3"

SAT-2

8' - 4"

SAT-2

8' - 3"

SAT-2

8' - 4"

SAT-2

8' - 0"

SAT-2

8' - 0"

SAT-2

8' - 0"

SAT-2

8' - 0"

SAT-2

8' - 3"

SAT-1

8' - 3"

SAT-2

7' - 11"

TG-1

8' - 5"

SAT-1

10' - 10"

SAT-1

8' - 3"

SAT-1

8' - 2"

SAT-2

8' - 7"

SALVAGE, CLEAN, STORE, AND RE-USE ALL

FIXTURES IN TG-1 CEILING FOR USE IN

APC-1 CEILING TO BE INSTALLED DIRECTLY

BELOW TG-1 CEILING.

AREA OF CEILING

DEMOLITION

FLOOR PLAN LEGEND

North

SCALE:

ABRAHAM LINCOLN BIRTHPLACE NAT'L PARK

VISITOR CENTER

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

CADD:

SHEET NOTES

229181

1/8" = 1'-0"

DEMOLITION CEILING

PLANS

5/31/19

Author

Checker

SCALE:A7 D1 1/8" = 1'-0"

1 DEMOLITION PLAN - REFLECTED CEILING PLAN - BASEMENT

SCALE:A7 D1 1/8" = 1'-0"

2 DEMOLITION PLAN - REFLECTED CEILING- LEVEL 01

DEMOLISH CEILING,

COMPLETE

2 40 168

PATCH AND REPAIR

GYP. BD. WHERE

EXISTING MOTION

DETECTORS AND

SENSORS ARE

DEMOLISHED

5/31/2019

ALIGN

INSULATION (LOOSE OR BATT)

METAL

NON-FERROUS ALUMINUM

WOOD (FINISH)

WOOD (CONTINUOUS)

WOOD (BLOCKING)

INTERRUPTED MEMBER

CONCRETE

GRAPHIC SYMBOLS

ACOUSTICAL TILE

PLASTER WITH LATH

GYPSUM BOARD

INSULATION (RIGID)

GLASS (LARGE SCALE)

BRICK

CONCRETE MASONRY UNIT

PLYWOOD

REVISION REFERENCE

DESCRIPTION OF SIMILAR OR OPPOSITE

SHEET WHERE SHOWN

AREA TO BE DETAILED

SHEET WHERE SHOWN

DETAIL NUMBER

ELEVATION DESIGNATION

W.9

COLUMN GRIDS

ROOM

NAME

999999

ROOM NAME

DOOR TAGS

WINDOW TAG

CALLOUT

REFERENCE

SECTION

REFERENCE

Ref label

AXXX

SIM

AXXX

XXX

DOOR NUMBER

CONSTRUCTION

ELEVATION

REFERENCE

SHEET WHERE SHOWN

SECTION DESIGNATION

DESCRIPTION OF SIMILAR OR OPPOSITE

WINDOW TYPE

NOTES & SYMBOLS

SHEET NOTE

MODIFIED AREA

DRAWING TITLE

MILLWORK

MILLWORK TAG

CWXXX

ROOM TAG

ROOM NUMBER

AREA

COLUMN GRID LINE

GRID REFERENCE NUMBER

ALIGN WITH ESTABLISHED SURFACES

LEVEL MARKER

LEVEL IDENTIFICATION

FLOOR ELEVATION

CENTERLINE

MILLWORK ABOVE

DRAWING NUMBER

DRAWING TITLE

SCALE

GRAPHIC SYMBOLS

SECTION INDICATIONS

WALL TAG

WALL TYPE

NEW PARTITION

CONSTRUCTION

GRAPHIC SYMBOLS

SHEET WHERE SHOWN

CURTAINWALL /

STOREFRONT TAG

CURTAINWALL /

STOREFRONT TAG

XXX

SCALE:

A102 A101 1/8" = 1'-0"

View Name

XXX.XXX

SIM

ABRAHAM LINCOLN BIRTHPLACE NAT'L PARK

VISITOR CENTER

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

CADD:

229181 A0

GRAPHIC SYMBOLS &

CONSTRUCTION SIGN

5/31/19

OUTLET WHERE OCCURS

STROBE WHERE OCCURS

T'STAT WHERE OCCURS

SWITCHES WHERE OCCURS (GANG)

OUTLET WHERE OCCURS

T'STAT WHERE OCCURS

SWITCHES WHERE OCCURS

OUTLET WHERE OCCURS

STROBE WHERE OCCURS

FIRE EXTINGUISHER CABINET

ASSEMBLY TYPES

ROOF TYPE R1

3" METAL ROOF DECK

CODE: P1

MANUFACTURER: SHERWIN WILLIAMS

NUMBER:235-C6

COLOR: WEB GRAY

FINISH: EGG-SHELL

LOCATION: EXPOSED SPRINKLER PIPING

NOTE:LOW VOC

PAINTING

CODE: APC1

GRID MANUFACTURER:ARMSTRONG

GRID COLOR:WHITE

GRID STYLE:9/16" INTERLUDE

EDGE CONDITION:TEGULAR

TILE MANUFACTURER:ARMSTRONG

TILE SIZE:24"x24"

TILE COLOR:WHITE

TILE STYLE:OPTIMA TEGULAR

ACOUSTICAL PANEL CEILINGS

ABRAHAM LINCOLN BIRTHPLACE NAT'L PARK

VISITOR CENTER

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

CADD:

229181 A1

MATLS LEGEND,

MOUNTING, ASSEMBLIES

5/31/19

DEVICE MOUNTING DIAGRAMSFINISH LEGEND

PAINT

ACOUSTICAL PANEL CEILINGS

A7 2

FURNACE

REFRIGERANT

LINE

REFRIGERANT

LINE

6' - 11" 26' - 10"

________________ 2 A8

126 SF

MAP ROOM

797 SF

CURATORIAL

1032 SF

STORAGE

325 SF

MECHANICAL

1070 SF

STORAGE

301 SF

STORAGE

EL. -9' - 0" EL. -9' - 0"

EL. -8' - 7"

EL. -7' - 2 5/8"

EL. -8' - 7"

TEST VALVE AND DRAIN

LINE SPLASH BLOCK

GENERAL NOTES - FLOOR PLAN

A REFER TO SHEETS A0 THRU A1 FOR ADDITIONAL

NOTES, SYMBOLS AND SCHEDULES.

B SHADED AREAS INDICATE AREAS NOT IN CONTRACT.

COORDINATE WITH ENGINEER'S DRAWINGS FOR FULL

EXTENT OF SCOPE.

C G.C. TO PROVIDE FIRE RETARDANT BLOCKING AT ALL

WALL MOUNTED EQUIPMENT. COORDINATE WITH A/V

CONTRACTOR. ALL BLOCKING TO BE FIRE RETARDANT

TREATED WOOD.

PARTITIONS

EXISTING CONSTRUCTION

TO REMAIN

EXISTING CONSTRUCTION

TO BE DEMOLISHED

AREA

AREA NOT IN CONTRACT

(NIC)

FLOOR PLAN LEGEND

1. VERIFY ALL DIMENSIONS IN FIELD

North

SCALE:

ABRAHAM LINCOLN BIRTHPLACE NAT'L PARK

VISITOR CENTER

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

CADD:

SHEET NOTES

229181

1/8" = 1'-0"

BASEMENT PLAN

5/31/19

SCALE:A7 A2 1/8" = 1'-0"

1 FLOOR PLAN - BASEMENT

2 40 168

A7 2

A73

769 SF

THEATER

252 SF

EXHIBIT

100 SF

OFFICE

151 SF

CHIEF

219 SF

SUPERINTENDENT

187 SF

ADMIN.

ASSISTANT

26 SF

MECH

33 SF

TOILET

111 SF

CLERK

216 SF

CONFERENCE

136 SF

OFFICE

46 SF

OFFICE 80 SF

KITCHENETTE

61 SF

LIBRARY

179 SF

RANGER

WORK AREA

195 SF

MEN'S

210 SF

WOMEN'S

72 SF

MAINT.

130 SF

GENERAL

WORK AREA

224 SF

EXHIBIT

576 SF

GIFT SHOP

572 SF

LOBBY

________________ 2 A8

EL. 0"

EL. 7"

EL. -9" EL. -9"

EL. 0"

EL. -7"EL. -11"

EL. 0"

5/ 8"

-0

3/8" / 1'-0" 1/8" / 1'-0"

APPROXIMATE LOCATION

OF FDC. PARTIALLY DEMO

SLAB FOR STANDPIPE

INSTALLATION

GENERAL NOTES - FLOOR PLAN

A REFER TO SHEETS A0 THRU A1 FOR ADDITIONAL

NOTES, SYMBOLS AND SCHEDULES.

B SHADED AREAS INDICATE AREAS NOT IN CONTRACT.

COORDINATE WITH ENGINEER'S DRAWINGS FOR FULL

EXTENT OF SCOPE.

C G.C. TO PROVIDE FIRE RETARDANT BLOCKING AT ALL

WALL MOUNTED EQUIPMENT. COORDINATE WITH A/V

CONTRACTOR. ALL BLOCKING TO BE FIRE RETARDANT

TREATED WOOD.

PARTITIONS

EXISTING CONSTRUCTION

TO REMAIN

EXISTING CONSTRUCTION

TO BE DEMOLISHED

AREA

AREA NOT IN CONTRACT

(NIC)

FLOOR PLAN LEGEND

1. VERIFY ALL DIMENSIONS IN FIELD

North

SCALE:

ABRAHAM LINCOLN BIRTHPLACE NAT'L PARK

VISITOR CENTER

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

CADD:

SHEET NOTES

229181

1/8" = 1'-0"

FIRST FLOOR PLAN

5/31/19

SCALE:A7 A3 1/8" = 1'-0"

1 FLOOR PLAN - LEVEL 01

2 40 168

ACCESS DOOR

SECURITY CAMERA

REFLECTED CEILIING PLAN LEGEND

CEILINGS

SPEAKER

SPRINKLER

SAT-1:

2' x 2' SUSPENDED ACOUSTICAL

CEILING PANEL (EXISTING)

WD-1:

WOOD CEILING (EXISTING)

2' x 2' LIGHT FIXTURE

2' x 4' LIGHT FIXTURE

SUPPLY DIFFUSER

RETURN GRILLE

EXHAUST FAN

TG-1 :

1' X 1' TONGUE AND GROOVE

CEILING PANELS (EXISTING)

SAT-2:

2' x 4' SUSPENDED ACOUSTICAL

CEILING PANEL (EXISTING)

TRACK FIXTURE

SYMBOLS

APC-1:

2' x 2' SUSPENDED ACOUSTICAL

CEILING PANEL

EXPOSED CEILING: OPEN TO STRUCTURE

GENERAL NOTES - REFLECTED CEILING PLAN

A REFER TO SHEETS A0 THRU A1 FOR ADDITIONAL

NOTES, SYMBOLS AND SCHEDULES.

B GC TO COORDINATE LOCATION OF DEVICES NOT

SHOWN ON ARCHITECTS DRAWINGS WITH THE

MOUNTING DIAGRAMS ON SHEET A1. ARCHITECT

MUST APPROVE ALL DEVICE LOCATIONS IN THE FIELD.

ANY DEVICE LOCATION NOT APPROVED BY

ARCHITECT MAY BE RELOCATED AT NO ADDITIONAL

COST TO THE OWNER.

C CONTRACTOR TO COORDINATE THE REQUIRED

CLEARANCES OF ALL ABOVE CEILING EQUIPMENT.

D ALL LIGHTS, SPRINKLER HEADS, SPEAKERS AND

CEILING MOUNTED FIXTURES TO BE CENTERED IN

CEILING PANEL IN BOTH DIRECTIONS, UNO.

F ACCESS PANELS SHALL BE IDENTIFIED TO ARCHITECT

PRIOR TO INSTALLATION OF WORK ASSOCIATED WITH

ACCESS PANEL. IF REQUIRED, ACCESS PANEL TO BE

FLUSH, MUD-IN GLASS FIBER REINFORCED GYPSUM

CEILING ACCESS PANEL.

E SPRINKLERS, EXIT SIGNS AND SPEAKERS SHALL BE

LOCATED IN ALIGNMENT W/ LIGHT FIXTURES AND

OTHER CEILING ELEMENTS. WHERE THERE ARE NOT

LIGHT FIXTURES, SPRINKLERS SHALL BE CENTERED

IN CEILING TILE. SPRINKLERS SHALL BE FULLY

CONCEALED TO MATCH ADJACENT CEILING.

CONTRACTOR SHALL COORDINATE.

________________3 A8

________________ 2 A8

APPROXIMATE LOCATION

OF FDC

OPEN TO

STRUCTURE ABOVE

OPEN TO

STRUCTURE ABOVE

OPEN TO

STRUCTURE ABOVE

OPEN TO

STRUCTURE ABOVE

O P

E N

T O

T R

U C

T U

R E

A B

O V

1. VERIFY ALL DIMENSIONS IN FIELD

2. SPRINKLER PIPING INSTALLATION SHALL MINIMALLY IMPACT

ARCHITECTURAL FINISHES.

North

SCALE:

ABRAHAM LINCOLN BIRTHPLACE NAT'L PARK

VISITOR CENTER

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

CADD:

SHEET NOTES

229181

1/8" = 1'-0"

BASEMENT REFLECTED

CEILING PLAN

5/31/19

2 40 168

SCALE:A7 A4 1/8" = 1'-0"

2 REFLECTED CEILING PLAN - BASEMENT

________________3 A8

________________ 2 A8

WD-1

12' - 3"

SAT-1

9' - 4"

SAT-2

8' - 3"

SAT-2

7' - 11"

SAT-2

7' - 11"

SAT-2

7' - 11"

SAT-2

8' - 3"

SAT-2

8' - 4"

SAT-2

8' - 3"

SAT-2

8' - 4"

SAT-2

8' - 0"

SAT-2

8' - 0"

SAT-2

8' - 0"

SAT-2

8' - 0"

SAT-2

8' - 3"

SAT-1

8' - 3"

SAT-2

7' - 11"

SAT-1

10' - 10"

SAT-1

8' - 3"

SAT-1

8' - 2"

SAT-2

8' - 7"

APC-1

8' - 5"

APC-1

10' - 6"

APC-1

10' - 6"

________________2

SALVAGED FIXTURES RE-INSTALLED IN

LOCATION TO MATCH EXITING ON APC-1

CEILING

GENERAL NOTES - REFLECTED CEILING PLAN

A REFER TO SHEETS A0 THRU A1 FOR ADDITIONAL

NOTES, SYMBOLS AND SCHEDULES.

B GC TO COORDINATE LOCATION OF DEVICES NOT

SHOWN ON ARCHITECTS DRAWINGS WITH THE

MOUNTING DIAGRAMS ON SHEET A1. ARCHITECT

MUST APPROVE ALL DEVICE LOCATIONS IN THE FIELD.

ANY DEVICE LOCATION NOT APPROVED BY

ARCHITECT MAY BE RELOCATED AT NO ADDITIONAL

COST TO THE OWNER.

C CONTRACTOR TO COORDINATE THE REQUIRED

CLEARANCES OF ALL ABOVE CEILING EQUIPMENT.

D ALL LIGHTS, SPRINKLER HEADS, SPEAKERS AND

CEILING MOUNTED FIXTURES TO BE CENTERED IN

CEILING PANEL IN BOTH DIRECTIONS, UNO.

F ACCESS PANELS SHALL BE IDENTIFIED TO ARCHITECT

PRIOR TO INSTALLATION OF WORK ASSOCIATED WITH

ACCESS PANEL. IF REQUIRED, ACCESS PANEL TO BE

FLUSH, MUD-IN GLASS FIBER REINFORCED GYPSUM

CEILING ACCESS PANEL.

E SPRINKLERS, EXIT SIGNS AND SPEAKERS SHALL BE

LOCATED IN ALIGNMENT W/ LIGHT FIXTURES AND

OTHER CEILING ELEMENTS. WHERE THERE ARE NOT

LIGHT FIXTURES, SPRINKLERS SHALL BE CENTERED

IN CEILING TILE. SPRINKLERS SHALL BE FULLY

CONCEALED TO MATCH ADJACENT CEILING.

CONTRACTOR SHALL COORDINATE.

ACCESS DOOR

SECURITY CAMERA

REFLECTED CEILIING PLAN LEGEND

CEILINGS

SPEAKER

SPRINKLER

SAT-1:

2' x 2' SUSPENDED ACOUSTICAL

CEILING PANEL (EXISTING)

WD-1:

WOOD CEILING (EXISTING)

2' x 2' LIGHT FIXTURE

2' x 4' LIGHT FIXTURE

SUPPLY DIFFUSER

RETURN GRILLE

EXHAUST FAN

TG-1 :

1' X 1' TONGUE AND GROOVE

CEILING PANELS (EXISTING)

SAT-2:

2' x 4' SUSPENDED ACOUSTICAL

CEILING PANEL (EXISTING)

TRACK FIXTURE

SYMBOLS

APC-1:

2' x 2' SUSPENDED ACOUSTICAL

CEILING PANEL

EXPOSED CEILING: OPEN TO STRUCTURE

ALIGN SPRINKLER PIPING WITH

TRACK LIGHTING.

1. VERIFY ALL DIMENSIONS IN FIELD

2. SPRINKLER PIPING INSTALLATION SHALL MINIMALLY IMPACT

ARCHITECTURAL FINISHES.

EXISTING BEAM, BEYOND

EXISTING TRACK

LIGHTING AND HANGER,

BEYOND

EXISTING CEILING AND ROOF

ASSEMBLY

SPRINKLER PIPE HUNG

BELOW EXISTING

BEAMS

1/ 2"

North

SCALE:

ABRAHAM LINCOLN BIRTHPLACE NAT'L PARK

VISITOR CENTER

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

CADD:

SHEET NOTES

229181

As indicated

FIRST FLOOR

REFLECTED CEILING

PLAN

5/31/19

SCALE:A7 A5 1/8" = 1'-0"

1 REFLECTED CEILING PLAN - LEVEL 01

2 40 168

1 20 84

SCALE:A5 A5 1/4" = 1'-0"

2 ENLARGED REFLECTED CEILING PLAN - LOBBY

2311SCALE:A5 A5 1 1/2" = 1'-0"

3 SPRINKLER PIPING AT WOOD CEILING SECTION DETAIL

ROOF PLAN LEGEND

HIP/VALLEY/RIDGE

SLOPE DIRECTION OF SLOPE

EXISITNG ROOF

METAL ROOF

DS DOWNSPOUT AND SPLASH PAN

ROOFS

SYMBOLS

A73

________________3 A8

________________ 2 A8

1/ 4"

-0

1/4" / 1'-0"

DSDSDSDSDSDSDSDSDSDSDSDSDS

A7 2

________________3 A8

________________ 2 A8

North

SCALE:

ABRAHAM LINCOLN BIRTHPLACE NAT'L PARK

VISITOR CENTER

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

CADD:

SHEET NOTES

229181

1/8" = 1'-0"

ROOF PLAN

5/31/19

2 40 168

SCALE:A7 A6 1/8" = 1'-0"

1 ROOF PLAN

SCALE:A7 A6 1/8" = 1'-0"

2 DEMOLITION PLAN - ROOF

DEMOLISH CANOPY

ROOF, COMPLETE

LEVEL 01

ROOF

11' - 0"

BASEMENT

-8' - 7"

________________1 A9

APPROXIMATE

LOCATION OF FDC

LEVEL 01

ROOF

11' - 0"

BASEMENT

-8' - 7"

________________3 A8

________________ 2 A8

APPROXIMATE

LOCATION OF FDC

________________ 3 A8

APPROXIMATE LOCATION OF FDC

APPROXIMATE

LOCATION OF

DRAIN LINE

APPROXIMATE

LOCATION OF

CELLULAR ANTENNAE

________________ 1 A9

APPROXIMATE

LOCATION OF

DRAIN LINE

SCALE:

ABRAHAM LINCOLN BIRTHPLACE NAT'L PARK

VISITOR CENTER

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

CADD:

SHEET NOTES

229181

1/8" = 1'-0"

BUILDING ELEVATIONS

5/31/19

4 80 3216

SCALE:A2 A7 1/8" = 1'-0"

2 WEST ELEVATION

SCALE:A2 A7 1/8" = 1'-0"

1 SOUTH ELEVATION

SCALE:A2 A7 1/8" = 1'-0"

4 NORTH ELEVATION

SCALE:A3 A7 1/8" = 1'-0"

3 EAST ELEVATION

1. VERIFY ALL DIMENSIONS IN FIELD

ROOF

11' - 0"

BASEMENT

-8' - 7"

________________1 A9

GIFT SHOP LOBBY

EL. 8' - 10"

EL. 9' - 1"

________________4

A10 ________________2

A10

________________3

A10

1' - 7 3/8" 4' - 7 3/4" 4' - 8" 4' - 2" 2' - 4 1/2"

LEVEL 01

ROOF

11' - 0"

BASEMENT

-8' - 7"

________________1 A9

RANGER

WORK AREA

GENERAL

WORK AREA

CLERK

________________1

A10 ________________2

A10

LEVEL 01

ROOF

11' - 0"

BASEMENT

-8' - 7"

________________1 A9

THEATER EXHIBIT

________________2

A10 ________________1

A10

SCALE:

ABRAHAM LINCOLN BIRTHPLACE NAT'L PARK

VISITOR CENTER

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

CADD:

229181

3/16" = 1'-0"

BUILDING SECTIONS

5/31/19

SCALE:A2 A8 3/16" = 1'-0"

1 BUILDING SECTION @ ENTRY LOBBY

SCALE:A2 A8 3/16" = 1'-0"

2 BUILDING SECTION @ OFFICE

SCALE:A2 A8 3/16" = 1'-0"

3 BUILDING SECTION @ THEATER

ROOF

11' - 0"

BASEMENT

-8' - 7"

________________3 A8

SUPERINTENDENT

RANGER

WORK AREA

LIBRARYGIFT SHOPTHEATER

________________1

A10 ________________2

A10

OPP

APPROXIMATE

LOCATION OF

FDC

PARTIALLY DEMO SLAB

FOR STANDPIPE

INSTALLATION

LEVEL 01

ROOF

11' - 0"

BASEMENT

-8' - 7"

________________ 3 A8

________________2 A8

WOMEN'S MEN'S

ADMIN.

ASSISTANT

GENERAL

WORK AREA

CONFERENCE

OFFICE LOBBY

EXHIBIT THEATER EXHIBIT

CURATORIAL

________________1

A10

________________1

A10

OPP

________________3

SCALE:

ABRAHAM LINCOLN BIRTHPLACE NAT'L PARK

VISITOR CENTER

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

CADD:

229181

3/16" = 1'-0"

BUILDING SECTIONS

5/31/19

SCALE:A2 A9 3/16" = 1'-0"

1 LONGITUDINAL BUILDING SECTION @ NORTH

SCALE:A2 A9 3/16" = 1'-0"

2 LONGITUDINAL BUILDING SECTION @ SOUTH

LIGHT GAUGE ANGLE

EXISTING

EXTERIOR WALL

EXISTING STOREFRONT

WALL

EXISTING BEAM

1/4" / 1'-0"

EXISTING COLUMN, BEYOND

EXISTING BEAM

EXISTING BEAM, BEYOND

1X4 FASCIA BOARD

GUTTER TO MATCH EXISTING

OVERLAP DECKING

DOWNSPOUT TO MATCH

EXISTING, BEYOND

1/4" / 1'-0"

ROOF

11' - 0"

EXISTING ROOF ASSEMBLY

EL. 10' - 6"

ALIGN

APC-1

10' - 6"

V I F

LIGHT GAUGE ANGLE

EXISTING BEAM

1/4" / 1'-0"

SCALE:

ABRAHAM LINCOLN BIRTHPLACE NAT'L PARK

VISITOR CENTER

TITLE OF SHEETSUB SHEET NO.DESIGNED:

DATE:

TECH. REVIEW:

PMIS/PKG NO.

DRAWING NO.

SHEET

CADD:

229181

3" = 1'-0"

A10

BUILDING DETAILS

5/31/19

SCALE:A8 A10 3" = 1'-0"

1 CANOPY @ WALL DETAIL

SCALE:A8 A10 3" = 1'-0"

2 CANOPY @ GUTTER DETAIL

SCALE:A8 A10 3" = 1'-0"

3 APC CEILING DETAIL

SCALE:A8 A10 3" = 1'-0"

4 CANOPY @ LOBBY DETAIL 5/31/2019

16 23

FIRE PROTECTION SYMBOL LEGEND

DESCRIPTIONSYMBOL

SPRINKLER PIPING

GATE VALVE

SWING CHECK VALVE

TAMPER SWITCH

FLOW SWITCH

SYMBOL DESCRIPTION

PRESSURE GAUGE

LIGHT HAZARD

ORDINARY HAZARD, GROUP 1

PRESSURE SWITCHPS

ORDINARY HAZARD, GROUP 2

GENERAL FIRE PROTECTION NOTES

1. DO NOT SCALE DRAWINGS. ROUGH FROM ARCHITECTURAL AND EQUIPMENT MANUFACTURER'S

DRAWINGS. COORDINATE CEILING FINISHES AND HEIGHTS AS APPLICABLE.

2. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH NFPA 13, 2016 EDITION AND ALL

APPLICABLE LOCAL CODES AND ORDINANCES.

3. COORDINATE SPRINKLER SYSTEMS WITH ALL TRADES TO AVOID INTERFERENCE AND

CONFLICTS PRIOR TO INSTALLATION OF PIPING, VALVES, AND EQUIPMENT.

4. LOCATE VALVES TO PERMIT EASY ACCESSIBILITY AND IN ACCORDANCE WITH NFPA 13.

5. WHENEVER THE WORD "PROVIDE" IS USED, IT SHALL MEAN FURNISH AND INSTALL COMPLETE

AND READY FOR USE.

6. UNLESS OTHERWISE SHOWN OR NOTED, ALL PIPING IN UPPER FLOOR SHALL RUN CONCEALED

IN WALLS, CHASES, AND/OR ABOVE CEILINGS. IN BASEMENT, PIPING SHALL BE EXPOSED.

7. PROVIDE SPRINKLER COVERAGE THROUGHOUT BUILDING IN ACCORDANCE WITH

SPECIFICATIONS AND NFPA 13.

8. SPRINKLER CONTRACTOR SHALL PROVIDE A WALL MOUNTED ELECTRIC ALARM BELL TO SOUND

ALARM CONDITIONS. THE BELL SHALL BE CONNECTED TO FLOW SWITCHES ON THE SPRINKLER

SERVICE RISER. REFER TO THE ELECTRICAL DRAWINGS FOR ALL ASSOCIATED WIRING.

9. PROVIDE SEISMIC BRACING PER NFPA 13, 2016 EDITION.

10. SPRINKLER HEADS SHALL BE CENTERED IN LAY-IN CEILING TILES OR CENTERED IN "HALF-TILE"

LOCATIONS THROUGHOUT THE BUILDING WHEN INSTALLED IN A CEILING.

11. THE BUILDING HAS PIPING, DUCTWORK, RACEWAYS, SUSPENDED LIGHT FIXTURES, ETC. THAT

IMPOSE OBSTRUCTIONS TO SPRINKLERS. CONTRACTOR SHALL PROVIDE HEADS

APPROPRIATELY BELOW AND ABOVE OBSTRUCTIONS TO PROVIDE PROPER COVERAGE OF THE

ENTIRE FACILITY IN ACCORDANCE WITH NFPA 13 AS IT RELATES TO OBSTRUCTIONS.

12. ALL SITE UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. VERIFY EXACT LOCATION

AND INVERT ELEVATION IN FIELD BEFORE BEGINNING WORK.

13. ALL SUSPENDED PIPING SHALL BE SUPPORTED FROM FLOOR AND/OR ROOF STRUCTURAL

MEMBERS. IN NO CASE SHALL PIPING BE SUSPENDED FROM FLOOR AND ROOF DECK.

14. ALL PIPING IN AREAS WITH EXPOSED STRUCTURE SHALL BE INSTALLED TIGHT TO EXPOSED

BEAMS. EXACT LOCATIONS IN PLAN AND ELEVATION SHALL BE COORDINATED WITH THE

ARCHITECT DURING THE SHOP DRAWING REVIEW PHASE.

15. ALL WORK AND SYSTEM OUTAGES SHALL BE COMPLETED IN ACCORDANCE WITH NFPA 25 AND

SHALL BE FULLY COORDINATED WITH THE OWNER.

16. CONTRACTOR SHALL PROVIDE A NEW AUTOMATIC WET PIPE SYSTEM CONFORMING TO NFPA 13, 2016 EDITION. PROVIDE QUICK RESPONSE, EXTENDED COVERAGE HEADS FOR THE SYSTEM.

17. CONTRACTOR SHALL OBTAIN THE RECENT FIRE FLOW TEST DATA. CONTRACTOR SHALL

PERFORM AND PROVIDE ALL REQUIRED HYDRAULIC CALCULATIONS FOR NEW SYSTEM USING

THE FIRE FLOW TEST DATA. IF FLOW AND PRESSURE DATA IS MORE THAN 12 MONTHS OLD THE

CONTRACTOR SHALL PERFORM A NEW FIRE FLOW TEST.

18. COORDINATE SPRINKLER SYSTEMS WITH STRUCTURE AND ALL OTHER TRADES TO AVOID

INTERFERENCE AND CONFLICTS PRIOR TO INSTALLATION OF PIPING, VALVES, AND EQUIPMENT.

19. PROVIDE UL RATED FIRE AND SMOKE PENETRATION FIRE STOPPING SYSTEMS FOR ALL

PENETRATIONS OF FIRE RATED ASSEMBLIES.

20. FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SUBMITTALS TO

AUTHORITIES HAVING JURISDICTION FOR PERMITTING AND ANY OTHER REQUIRED SUBMITTALS

OR APPROVALS. FIRE SPRINKLER SHOP DRAWINGS, PRODUCT DATA, HYDRAULIC CALCULATIONS

AND SEISMIC CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW.

SPRINKLER PIPING SHALL BE U.L. LISTED. PIPING SHALL BE A MINIMUM SCHEDULE 40 BLACK

STEEL.

21. THE END SPRINKLER ON A LINE SHALL BE RESTRAINED PER NFPA 13, 2016. SHOW DETAIL FOR

END OF LINE RESTRAINTS ON SHOP DRAWING.

22. COORDINATE WORK WITH AUTHORITY HAVING JURISDICTION. OBTAIN ALL PERMITS AND PASS

ALL INSPECTIONS FROM AUTHORITY HAVING JURISDICTION.

FIRE PROTECTION NOTE TO

AUTHORITY HAVING JURISDICTION:

FIRE SPRINKLER SHOP DRAWINGS AND CALCULATIONS

ARE A DEFERRED DESIGN. SPRINKLER CONTRACTOR

SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS TO

ENGINEER AND NPS AHJ PRIOR TO START OF SPRINKLER

WORK.

• FIRE PROTECTION SHALL BE A DELEGATED DESIGN.

THE SPRINKLER CONTRACTOR PERSONNEL THAT

DESIGNS THE SYSTEM SHALL BE A FIRE

PROTECTION ENGINEER(FPE), OR NICET LEVEL lll OR

HIGHER TECHNICIAN.

• ALL FIRE PROTECTION INSTALLATION WORK SHALL

BE SUPERVISED BY A NICET LEVEL II OR HIGHER

CERTIFIED INDIVIDUAL. NICET LEVEL II CERTIFIED

SUPERVISOR SHALL BE ON-SITE ANY TIME WORK IS

ON-GOING.

FIRE PROTECTION NOTE TO

CONTRACTOR:

Location :

Yes No

New Existing

Fire pump: Pump Capacity (gpm):

Rated Pressure (psi):

Churn Pressure (psi):

Pressure @ 150% flow (psi):

On-site storage tank: Yes No New Existing Tank Capacity (gallons):

NFPA Hazard Classification (attach continuation page when necessary)

Area # Class or Code Reference Description of Hazard Protected (commodity description, storage height, and arrangement as applicable)

Design Parameters (attach continuation page when necessary)

Area # System Type Density(gpm/ft )² /Area(ft) or other (reference code section)² Inside Hose (gpm) Outside Hose (gpm)

Applicable Codes and Standards & Editions (i.e. "2018 IBC", "2016 NFPA13", etc.) for the scope of work on the sprinkler system

Scope of work: (such…

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