Amendment 3.pdf

PDF 10 MB Posted Feb 24, 2020

Attached to: Construction of New Cotton Classing Facility on Texas Tech University Campus Lubbock, Texas
Solicitation number: 12474020R0002
Issued by: Department of Agriculture Agricultural Marketing Service

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation seeks proposals for the construction of a new cotton classing facility in Lubbock, Texas. Key details include:

The USDA Agricultural Marketing Service requires construction services. Proposals are due on February 25, 2020 by 10:00 AM Eastern Time.
The project involves construction of a new facility on the Texas Tech University campus in Lubbock, Texas. Services include all aspects of new building construction according to the specifications and design documents provided.
A pre-proposal site visit will be held on February 6, 2020 at 1:00 PM Central Time in Lubbock, Texas. Interested offerors should RSVP to BeverlyS.Brown@usda.gov.
All questions regarding the solicitation must be submitted in writing to the contracting officer BeverlyS.Brown@usda.gov by February 15, 2020.

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Other files

File	Type	Posted
Amendment 6.pdf	PDF	Feb 27, 2020
Amendment 5.pdf	PDF	Feb 27, 2020
Amendment 4.pdf	PDF	Feb 24, 2020
Amendment 2.pdf	PDF	Feb 21, 2020
Amendment 0001.pdf	PDF	Feb 12, 2020
Past Performance Final.docx	DOCX document	Jan 17, 2020
12474020R0002.pdf	PDF	Jan 17, 2020
Wage Determination.pdf	PDF	Jan 17, 2020
100CD_DRAWINGS_USDA-LBB.pdf	PDF	Jan 17, 2020
100CD_PM_USDA-LBB.pdf	PDF	Jan 17, 2020

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OMB Approval 2700-0042

1. CONTRACT ID CODE PAGE OF PAGES

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

2. AMENDMENT NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

0003 01/17/2020

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6)

CODE

USDA, AMS, C&T

100 Riverside Parkway Suite 101 Fredericksburg, VA 22406

Same as 6

8. NAME AND ADDRESS OF CONTRACTOR (No. Street, county, State and ZIP: Code) (4) 9A. AMENDMENT OF SOLICITATION NO.

12474020R0002

X 9B. DATED (SEE ITEM 11)

01/17/20206

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers , is extended, is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods: (a) By completing Items 8 and 15, and returning one (1) copy of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATA SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and data specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

(4) A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN

ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return _1__ copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

The purpose of this amendment is answer Q&A’s and to provide A&E Addendum 2.

The proposal due date is March 2, 2020 @ 3:00 pm eastern time. Proposals are due by this date and time via email at BeverlyS.Brown@usda.gov or mail/Fedex at Beverly Brown, 100 Riverside Parkway, Suite 101, Fredericksburg, VA 22406.

Except at provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

BeverlyS.Brown@usda.gov

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

(Signature of person authorized to sign)

BY _____________________________________________

(Signature of Contracting Officer)

02/24/2020

NSN 7540-01-152-8070 30-105 STANDARD FORM 30 (REV. 10-83)

PREVIOUS EDITION UNUSABLE Computer Generated Prescribed by GSA FAR (48 CFR) 53.243 mailto:BeverlyS.Brown@usda.gov

ADDENDUM NUMBER TWO (2) Page 1

Date: February 19, 2020

USDA Cotton Classing Laboratory

Texas Tech University System Lubbock, Texas

FP&C Number: 16-07; FFA Project Number: 15049; PSC Project No. 9389.15

NOTICE TO ALL RESPONDENTS:

The following shall be incorporated in and become a part of the original solicitation No.

12474020R0002 of the above-identified project. Please acknowledge receipt of this Addendum in the space provided on the Acknowledgement of Amendments in the solicitation response.

QUESTIONS

QUESTION #E1

Do you have a list of General Contractors that are bidding?

• We do not have a bidders’ list. Please see attendance sheet from the Presolicitation Meeting in Addenda #1.

QUESTION #E2

Is the electrical contractor supposed to carry the data/communications scope? There is not a Division 27 specification included in the bid documents. If we need to carry this, please provide a specification.

• Please see general note that is being added to Sheet E-106. Boxes, conduit and cable tray shall be installed and included in the electrical bid. The work to provide and install the LAN cabling, data outlets, rack mounted patch panels and testing shall be provided and installed after award of contract and shall be paid for under a one-hundred thousand-dollar ($100,000.00) allowance. The allowance shall be included in the electrical bid. Note: The allowance only covers cost of cabling, jacks, installation and testing.

QUESTION #E3

On Sheet E-102, there is some electrical scope shown in dashed lines. What does the dashed lines mean? Is it to be priced separately or anything?

• The conveyor shown in Flex 145 that also extends into Room 141 is not being installed under this contract. Note 61 on Sheet E-102, describes the work required. Conduit shall be roughed-in to wall, so when conveyor is added, all that will need to be done is extend conduit from wall to new conveyor.

ADDENDUM NUMBER TWO (2) Page 2

QUESTION #E4

In the specifications, it indicates the fire alarm and voice evacuation will be in a single enclosure, is this going to be adhered to, or can there be two separate cabinets? One cabinet would be the main Fire Control Panel, and the other will be a separate voice evacuation panel.

• The Fire Alarm System and Voice Evacuation System shall be by the same manufacturer and shall be housed together as specified.

QUESTION #E5

The paging system indicates speaker and horns on the plans. However, there are no indications of the head end equipment. Will this be equipment be owner provided?

• The issued plans indicate on E-106, Note 4, “Provide and install a telephone paging amplifier equal to a Bogen TPU100B.”.

QUESTION #E6

Also, we noticed the plans show three explosion-proof horns on the outside of the building. We would like to know if these horns will be required, or will regular paging horns be acceptable?

• On Sheet E-201, Electrical Legend, defines the symbol, oval circle with a “s” inside and a triangle attached to the exterior of the oval circle as a, “Horn type PA speaker see note G. Note G. Explosion-proof horn type PA speaker shall be equal to a Bogen GA-MLE3- E32. The remaining horn type speakers shall be equal to a Bogen IH8A.”. The only location that requires the Bogen GA-MLE3-E32 or equal speaker horns are Mech Trench 001, Exterior equipment Supply 144, and Baler Room 146. The other locations shall use the Bogen IH8A or equal.

ADDENDUM ITEMS

ITEM #M1: Note that the Loose Removal Conveyors specified in section 15450 is based on a Hytrol Conveyor. Hytrol is in Jonesboro, Arkansas.

Equivalent loose removal conveyors will be considered in the context of substitution requests, section 01600.

ITEM #M2 Refer to the specifications, section 15705 WATER CHILLERS, paragraph

K. Change the Cooling Loop Strainer to a 4Y 200 60, 4” size, 60 mesh,

0.0092 square inches of screen surface area. Change the source (condensing water) strainer to a 6CS 150 80, 6” size, 80 mesh, 0.0070 square inches of screen surface area, with automatic blow-down.

Strainers shall have 1psid pressure loss at the scheduled flow and shall have 316SS screens. Strainers shall be Miller-Leaman Thompson Strainers, with manual blow except for the condenser water strainer.

Condenser water strainer shall have an automatic timer flush package,(ATF-EA-1.5) Automatic Strainer shall be equal in all respects to Thompson Strainer model MLS. Extend 120 volt power (circuit M-25) to the automatic strainer and connect.

ADDENDUM NUMBER TWO (2) Page 3

ITEM #M3 Refer to the specifications, section 15706, VARIABLE FREQUENCY

DRIVES – CHILLER. Modify the specification to indicate that one VFD shall be furnished for each compressor. Delete reference to providing VFD per chiller module. Provide VFD PER COMPRESSOR. Note that the options specified under paragraph 2.5 SHALL BE FURNISHED UNDER THE CONTRACT. Change paragraph 1.3A to read “Submit under provisions of section 01600”.

ITEM #M4 Refer to the drawings, Sheet M-503, Indoor Unit Schedule. Change the room name for IDU-10 to Electrical Room 126.

ITEM #E1 On Sheet E-106, Add the following General Note:

A. The conveyor shown in Flex 145 that extends into Traying/Sample Storage 141 is not being installed under this contract. The communication outlets that are shown on conveyor shall only be roughed-in to the wall location between Room 141 and 145. In the future when conveyor is added, all that will need to be done is to extend conduits from wall to the new conveyor. The concealed enclosure (note 19) shall be installed.

B. The Electrical contractor shall install the wireway for the communication wiring (LAN Cables) which includes: boxes, fittings, conduit, cable tray, concealed enclosure patch panel (note 19), and wall duct. In addition to installing the rough-in for the communication system the electrical contractor shall include in their bid an allowance of one-hundred thousand-dollars ($100,000.00) for providing, installing and testing the LAN cabling system.

C. Coordinate with LAN cabling contractor to have LAN cabling installed before ceiling tiles are installed. Final locations of LAN (communication) outlets shall be confirmed with owner before outlets are roughed-in. Provide additional cable tray as required to route cable tray so it will fit into area above ceiling in coordination with other contractors. Provide ceiling access panels and wall access panels to be able to add additional conductors to cable tray.

D. Install conduit and cabling for shown PA speakers and horns and connect speakers to telephone paging amplifier as specified by note four.

ITEM #E2 On Sheet E-100, Note M, change Lithonia Light fixture to, “Ametrix

#ASYX SPS3 ODUHSS 1UNV CAR STD FM ISHH-01-A”

ITEM #E3 On Sheet E-202, Generator Detail, Change 30” burial depth of secondary conduits to 36”.

ITEM #E4 On Sheet E-100, Add to the end of the boxed note below Pedestal Base

Detail B, “Each exterior lighting circuit shall be controllable to set time of day on and off and photocell control(day/night off/on).”

ITEM #E5 On Sheet E-106, Note 22, Change tenant to owner.

ADDENDUM NUMBER TWO (2) Page 4

ITEM #E6 Replace Sheets: E-100, E-102, E-106, and E-202 with revised addendum

2 plans.

ITEM #A1 For general questions regarding finish & material standards at Texas Tech

University please visit the following website:

https://www.texastech.edu/fpc/partner-resources.php

ITEM #A2 Specification section 08710- Door Hardware and specification 08711 Door

Hardware Schedule have been re-issued.

ITEM #A3 Specification section 09513- Acoustical Wood Ceilings has been added to the project manual. The specification section provides additional guidance for keynote 4 shown on drawing sheet A-102. Details D1/S-512 & C1/S-512 indicates that additional steel framing is necessary for the acoustic wood ceiling. This is not necessary; the ceiling system is supported with suspended grid framing provided by ceiling manufacturer.

ITEM #A4 Sheet A-201 has been re-issued to clarify stone profiles and limestone locations and types. Base bid should utilize 100% cut limestone. Please provide a deductive bid alternate to provide wet-cast cast stone except for the portion of work surrounding the entry of the facility detailed in drawing E4/A-201 which shall remain cut limestone.

ITEM #A5 Sheet A-101a, provides clarification of the extents of the guardrail at the loading dock to align with elevation C1/A-201.

ITEM #A6 Door 143 has been modified to be a double door. The change has been made and clouded on Sheet A-101a, A-201 and A-601. Specification section 08711 Door Hardware Schedule has been modified.

ITEM #A7 Specification section 09511 Acoustical Panel Ceilings, 2.4 Accessories, A.

Attachment Devices: Ceiling systems are not required to meet seismic design requirements.

ITEM #A8 Sheets A-210 and A-211 have been replaced to include revised notes indicating that ALL mirrors indicated on the interior elevations are to be installed by the contractor.

ITEM #I1 Sheets I-001, I-101, I-102, I-104 and I-105 have been re-issued to clarify the material legend and material locations.

ITEM #C1 Sheet C-104 has been re-issued to clarify the location of exterior bollards outside mechanical room doors 142A and 142B.

END OF ADDENDUM NO. TWO (2)

https://urldefense.proofpoint.com/v2/url?u=https-3A__www.texastech.edu_fpc_partner-2Dresources.php&d=DwMFAg&c=euGZstcaTDllvimEN8b7jXrwqOf-v5A_CdpgnVfiiMM&r=AWTQxu1hh8lSmDUheEiJyZjr8ZNACYIsKGAtL-uISYk&m=OiWe-1AixcUegQigaLDxS2jdJh8CtJw0Rjjuv7fi9Sk&s=2-kf6OW_zUYYZZrmzK9NQLpZ8SYxTpQbxqNJ9VlqJCE&e=

654321

FFA# 15049

U S

D A

A M

L U

B B

O C

K C

L A

S S

L A

B O

R A

T O

R Y

LUBBOCK, TX

LUBBOCK 9389.15ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

01 01/10/20 100% SUBMITTAL

FANNING, FANNING & ASSOCIATES

SCOTT M. FANNING

61441

A S& S OG CN II AN TFN O ETEEA XT SAAF ST

G -

N 0I 0

N 2

N 9

A 4

P RR R EO DE EEF G NRE I E IS TS GS NI EON LA

THE SEAL APPEARING ON THIS

DOCUMENT WAS AUTHORIZED

BY SCOTT M. FANNING, P.E.,

LICENSE #61441 ON 01/10/2020

1 02/20/2020 Addendum 2

E-100

SITE PLAN

NORTH

USDA LUBBOCK SITE PLAN

A1 1"=30' -0"

PEDESTAL BASE DETAIL B

NO SCALE

PAD-MOUNTED TRANSFORMER DETAIL

NO SCALE

DUCTBANK DETAIL (6 DUCTS)

GENERATOR & EXTERIOR

NO SCALE

ELECTRICAL PAD DETAIL

NO SCALE

ANCHOR BASE DETAIL A

FFA# 15049

U S

D A

A M

L U

B B

O C

K C

L A

S S

L A

B O

R A

T O

R Y

LUBBOCK, TX

LUBBOCK 9389.15ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

01 01/10/20 100% SUBMITTAL

FANNING, FANNING & ASSOCIATES

SCOTT M. FANNING

61441

A S& S OG CN II AN TFN O ETEEA XT SAAF ST

G -

N 0I 0

N 2

N 9

A 4

P RR R EO DE EEF G NRE I E IS TS GS NI EON LA

THE SEAL APPEARING ON THIS

DOCUMENT WAS AUTHORIZED

BY SCOTT M. FANNING, P.E.,

LICENSE #61441 ON 01/10/2020

1 02/20/2020 Addendum 2

PLAN POWER

STORAGE

OFFICE

CORRIDOR

CONFERENCE

ELEC

BOILER

CLASSING

LAB

FLEX

EXTERIOR

EQUIP SUPPLY

COMPRESSOR

MECH

TRAYING/

SAMPLE

STORAGE

BALER

ROOM

CORRIDOR

CORR

CORRIDOR

CORR

VESTIBULE

ELEC

MENS

RESTROOM

JANITOR

RESTROOM

WOMENS

RESTROOM

SEATING

101B

SEATING

101A

CONF

STORAGE

TECH

SUPERVISOR

BREAK ROOM

FIRE

RISER

FIELD REP/

SEASONAL SUP

STORAGE

COFFEE

PRINT/

MAIL

TELECOM/

SERVER

IT SUPERVISOR/

FLEX

SECURE

STORAGE

MENS

RESTROOM

WOMENS

RESTROOM

SUPERVISOR

OFFICE

SUPERVISOR

OFFICE

MARKET

NEWS

ASSISTANT

AREA

DIRECTOR

AREA

DIRECTOR

JANITOR

OFFICE

LOBBY

VESTIBULE

GENERAL

STORAGE

OFFICE

SUPPORT/

RECEPTION

TRENCH

MECH

E-102

ELECTRICAL FLOOR

UNDERFLOOR SERVER ROOM 117

B1 1/4"=1'-0" ELECTRICAL FLOOR PLAN - POWER

A1 1/8"=1'-0"

TRENCH FLOOR PLAN

1/8"=1'-0"C1

NORTH

SCOTT M. FANNING

61441

A S& S OG CN II AN TFN O ETEEA XT SAAF ST

G -

N 0I 0

N 2

N 9

A 4

P RR R EO DE EEF G NRE I E IS TS GS NI EON LA

THE SEAL APPEARING ON THIS

DOCUMENT WAS AUTHORIZED

BY SCOTT M. FANNING, P.E.,

LICENSE #61441 ON 01/10/2020

654321

FFA# 15049

U S

D A

A M

L U

B B

O C

K C

L A

S S

L A

B O

R A

T O

R Y

LUBBOCK, TX

LUBBOCK 9389.15ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

01 01/10/20 100% SUBMITTAL

FANNING, FANNING & ASSOCIATES

FIRE ALARM RISER

NO SCALE

1 02/20/2020 Addendum 2

E-106

FLOOR PLAN

NORTH

COMMUNICATION/FIRE ALARM

STORAGE

OFFICE

CORRIDOR

CONFERENCE

ELEC

BOILER

CLASSING

LAB

FLEX

EXTERIOR

EQUIP SUPPLY

COMPRESSOR

MECH

TRAYING/

SAMPLE

STORAGE

BALER

ROOM

CORRIDOR

CORR

CORRIDOR

CORR

MENS

RESTROOM

JANITOR

RESTROOM

WOMENS

RESTROOM

SEATING

101B

SEATING

101A

CONF

STORAGE

TECH

SUPERVISOR

BREAK ROOM

FIRE

RISER

FIELD REP/

SEASONAL SUP

STORAGE

COFFEE

PRINT/

MAIL

TELECOM/

SERVER

IT SUPERVISOR/

FLEX

SECURE

STORAGE

MENS

RESTROOM

WOMENS

RESTROOM

SUPERVISOR

OFFICE

SUPERVISOR

OFFICE

MARKET

NEWS

ASSISTANT

AREA

DIRECTOR

AREA

DIRECTOR

JANITOR

OFFICE

LOBBY

VESTIBULE

GENERAL

STORAGE

OFFICE

SUPPORT/

RECEPTION

TRENCH

MECH

ELEC

VESTIBULE

FLOOR PLAN - COMMUNICATION/FIRE ALARM

1/8"=1'-0"

TRENCH PLAN

1/8"=1'-0"A2

FFA# 15049

U S

D A

A M

L U

B B

O C

K C

L A

S S

L A

B O

R A

T O

R Y

LUBBOCK, TX

LUBBOCK 9389.15ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

01 01/10/20 100% SUBMITTAL

FANNING, FANNING & ASSOCIATES

SCOTT M. FANNING

61441

A S& S OG CN II AN TFN O ETEEA XT SAAF ST

G -

N 0I 0

N 2

N 9

A 4

P RR R EO DE EEF G NRE I E IS TS GS NI EON LA

THE SEAL APPEARING ON THIS

DOCUMENT WAS AUTHORIZED

BY SCOTT M. FANNING, P.E.,

LICENSE #61441 ON 01/10/2020

1 02/20/2020 Addendum 2

SCHEDULES

E-202

ELECTRICAL

YY X

Y Y Y

Wall Ceiling

Special 3

ToD/OS/DL

Special1

Special 3

+UC

In0/R/OutP

Special 3

In0/R/DL/OutP

Special 3

Special 2

ToD/OS/DL

In0/R/DL/OutP

In100/OutP

In0/OutP

In0/OutP+UC

In0/OutP

In100/OutP

In0/R/DL/OutP

In0/OutP

In0/R/DL/OutP

In0/OutP

In0/R/OutP

Push timer switch to turn on Lights / Push timer switch again to restart timer / Flash Lights before turning off /

Under Cabinet Ligths controlled by room occupancy sensor and wall SPST switch+UC

2GRP2

1 In100/OutP+UC

A-1

A-5

LIGHTING CONTROL SCHEDULE

Space Lighting Details

Automatic Control Devices

Manual Control Devices Automatic System Details

Rm No Rm. Name Lighting Emergency Normal

Lighting Controls Plug Load OSWS OSWS-DR OSWS- CMOS CMDS Switch(es) Dimmer Timer Scenes &

Operation Wired Wired Wireless Network

Zones Circuit Circuit ON/OFF Bi-Level Dim. Daylight Timer TOD Control IR DT US IR DT US DIM IR DT US ----- Step 10% 1% Raise/Lower Description Digital

001 A-3 3 Y

GRP1 2 A-5 Y Y

102 A-5 Y Y

103 Y Y Y

104 Y Y Y

Y Y Y

BOILER

107 Y Y Y

108 Y Y Y

109 Y Y Y

110 A-5 1

111 A-5

Y113

114 Y Y

116 Y

117 A-5 Y

118 Y

119 A-5 Y

120 A-5 Y Y Y 4

121 Y 1

122 Y 1

123 Y 1

124 A-1 Y 1

125 A-1 Y 1

126 A-1

127 A-1 Y Y

128 A-1 Y Y Y

129 1

130 A-1 1

131 A-1

132 A-3 2

133 Y Y Y

134 A-3 Y

A-5 Y Y Y

GRP3 RM 138, 139, 140 2 Y Y Y

A-1

Y Y 24

142 A-3 Y Y 6

143 A-3 Y Y 2

GRP4 RM 144, 146 A-1 Y 4

145 A-3 Y Y 3

147 Y Y Y

149 A-3 Y Y 14

150 A-3 Y 1

Loading Dock A-1

Abbreviations Acceptable Manufacturers

TOD Time of Day IR Passive Infrared Acuity Controls

OSWS Occupancy Sensor Wall Switch DT Dual Technology Legrand Wattstopper

OSWS-DR Occupancy Sensor Wall Switch - Dual Relay US Ultrasonic Lutron Controls

OSWS-Dim Occupancy Sensor Wall Switch - with Dimming Hubbell Control

CMOS Ceiling Mounted Occupancy Sensor(s) Eaton Greengate

CMDS Ceiling Mounted Daylight Sensor(s) Others (with pre-approval)

Automatic Control Legend

In50/OutP Entering the room automatically turns the lighting ON to 50% level / Exiting the room automatically turns light OFF after programmed delay.

In100/OutP Entering the room automatically turns the lighting ON to 100% level. Exiting the room automatically turns lights OFF after programmed delay.

In50/DL/OutP Entering the room automatically turns lighting ON to 50% level / Daylight sensor controls light level in daylight zone / Exiting the room automatically turns lights OFF after programmed delay.

In50/R/OutP Entering the room automatically turns lighting ON to 50% level / and turns ON controlled receptacles / Exiting the room automatically turns OFF lights and controlled receptacles after programmed delay.

In50/R/DL/OutP Entering automatically turns lighting ON to 50% level / turns ON controlled receptacles / Daylight sensor controls the level in daylight zone / Exiting automatically turns lights and controlled receptacles OFF after programmed delay.

In0/OutP Entering the room DOES NOT automatically turn lights ON / Exiting the room automatically turns lights OFF after programmed delay.

In0/R/OutP Entering the room DOES NOT automatically turn lights ON / but turns ON controlled receptacles / Exiting the room automatically turns OFF lights and controlled receptacles after programmed delay.

In0/R/DL/OutP Entering DOES NOT automatically turn lights ON / but turns ON controlled receptacles / Daylight sensor controls level in daylight zone / Exiting automatically turns OFF lights and controlled receptacles after programmed delay.

ToD/OS/DL Time of Day ON & OFF / Occupancy Sensor Overrides to ON / Daylight Sensor dims lights in daylight zones

InO/Time Entering the room DOES NOT automatically turn lights ON / Lights turn OFF after complete cycle

Special1 Entering the room automatically turns ON lights to Scene 1 / Exiting the room automatically turns OFF lights and controlled receptacles after programmed delay.

Special2 ON 100% at dusk / Reduce to 50% at programmed time / goes to 100% when occupancy is detected / OFF at preset or OFF at dawn

Special3

Notes

a. Sensor types shall be as noted on this schedule. Where multiple types are indicated for the same room, the manufacturer shall select the type based on the best application.

b. Sensor quantity and placement shall be determined by the manufacturer for best location/coverage.

c. Provide and install all equipment required for the listed operation including power packs, slave packs,secondary packs, room controllers, scene controllers, control panels, bridges, routers, gateways, cabling, programming, etc.

d. Unless otherwise noted, programmed delay to turn lights OFF shall be 25 - 30 minutes after exiting the room.

e. Commissioning by the manufacturer's representative shall be included in the project

f. The manufacturer shall submit floor plans showing the types and locations of all devices, sensor coverage, cut sheets, and complete wiring diagrams. After approval this shall become the installation drawings.

T-2

T-4

T-6

T-4

T-6

T-4

T-3

T-4

T-3

T-2

T-6

T-2

T-4

T-3

T-1

T-2

T-5

T-3

T-5

T-2

T-7

AREA DIRECTOR

OFFICE

OFFICE SUPPORT/RECEPTION

RM 106, 136, 137

MECHANICAL TRENCH

SUPERVISOR OFFICE

MARKET NEWS

WOMENS RESTROOM

MENS RESTROOM

GENERAL STORAGE

JANITOR

IT SUPERVISOR/FLEX

SECURE STORAGE

TELECOM/SERVER

PRINT/MAIL

COFFEE

CONFERENCE

UNISEX RESTROOM

CONFERENCE STORAGE

JANITOR

MENS RESTROOM

WOMENS RESTROOM

FRONT ELEC

FIELD REP/SEASONAL SUP

BREAKROOM

STORAGE

FIRE RISER

VESTIBULE

MAIN ELEC

TECH SUPERVISOR

TECH

TRAYING/SAMPLE STORAGE

MECH

COMPRESSOR

FLEX

OFFICE

CLASSING LAB

105 ASSISTANT AREA DIRECTOR

VESTIBULE 135, LOBBY 101, 101A, 101B

OFFICE

SUPPORT/

RECEPTION

GENERAL

STORAGE

VESTIBULE

LOBBY

OFFICE

JANITOR

AREA

DIRECTOR

ASSISTANT

AREA

DIRECTOR

MARKET

NEWS

SUPERVISOR

OFFICE

SUPERVISOR

OFFICE

WOMENS

RESTROOM

MENS

RESTROOM

SECURE

STORAGE

IT SUPERVISOR/

FLEX

TELECOM/

SERVER

PRINT/

MAIL

STORAGE

COFFEE

STORAGE

FIELD REP/

SEASONAL SUP

FIRE

RISER

BREAK ROOM

TECH

SUPERVISOR

TECH

CONF

STORAGE

SEATING

101A

SEATING

101B

WOMENS

RESTROOM

JANITOR

MENS

RESTROOM

ELEC

VESTIBULE

CORR

CORRIDOR

CORR

CORRIDOR

BALER

ROOM

TRAYING/

SAMPLE

STORAGE

MECH

COMPRESSOR

EXTERIOR

EQUIP SUPPLY

FLEX

CLASSING

LAB

RAMP 1:12 MAX

BOILER

ELEC

CONFERENCE

CORRIDOR

5 6 7 8

20 21

19.29 1711.2 14.8

H.7

H.3

11.8 15.2

H.7

H.3

D.4

D.6

D.4

D.6

19.2 19.8

19.8

OFFICE

ANNOTATED FLOOR PLAN

1/8"=1'-0"

A5/A-401

A3/A-401

A1/A-401

B3/A-401

C1/A-401

A3/A-210

A1/A-211

D3/A-211

104105107

134A

123122

125 126

131 131A

135A

136A

142A

142B

142C

132A

143A

146C

145A

145B

141A

C3/A-301

HM01

HM03

HM04 HM04

AG01

AG03

AG02

AL04

102A

AL05

CW04

CW05

CW02

CW01

AL01AL02

AL03

GENERAL NOTES

A. ALL DIMENSIONS ARE TO FACE OF STUD, CMU, OR CENTERLINE OF

STRUCTURE.

B. ALL WALLS TO BE 3-5/8" METAL STUDS UNLESS NOTED OTHERWISE.

C. GENERAL CONTRACTOR SHALL VERIFY AND CLARIFY ALL DIMENSIONAL

DISCREPANCIES FROM THIS OR ANY PLAN, SECTION, OR ELEVATION WITH

THE ARCHITECT PRIOR TO CONSTRUCTION.

D. UNLESS NOTED OTHERWISE, ALL WALLS TO EXTEND MINIMUM OF 6" ABOVE

FINISHED CEILING HEIGHT; BRACE TO STRUCTURE ABOVE.

E. PROVIDE BLOCKING WHERE UPPER MILLWORK CABINETS ARE NOTED.

F. UNLESS NOTED OTHERWISE ALL DOOR FRAMES SHALL BE LOCATED 6"

FROM WALL PERPENDICULAR TO THE DOOR HINGE SIDE.

AS INDICATED BY: 00

KEY NOTES

1. DUST CONTROL EQUIPMENT; REF MECH

2. BALER; REF MECH

3. CLEATED CONVEYOR; NIC

4. ACCESS FLOORING

5. VAPOR BARRIER (LESS THAN .02 PERM) PLACED BEHIND THE INTERIOR GYP

BD. VAPOR BARRIER SHALL EXTEND FROM TOP OF SLAB TO THE

UNDERSIDE OF THE ROOF DECK. ALL SEAMS SHALL BE ROLLED, STAPLED

AND TAPED WITH APPROVED TAPING. ANY WALL PENETRATIONS

INCLUDING JUNCTION BOXES SHALL NOT PENETRATE THE VAPOR

BARRIER. ALL PENETRATIONS SHALL BE TAPED AND SEALED.

6. COORDINATE LOCATION OF MECH EQUIPMENT WITH LAND/CIVIL.

COORDINATE MECHANICAL EQUIPMENT WITH STRUCT.

FIN FL=101'-6"

A4/A-501

E6/A-501

C4/A-501

E3/A-401

149A

D3/A-401

PARTITION CONDITIONS

PARTITION CONSTRUCTION

THE FOLLOWING PARTITION GRAPHIC SYMBOL AND TWO PART NOTATION

SYSTEM IS USED IN THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT.

NOTE: THE PARTITION CONSTRUCTION WILL MAINTAIN ITS DESIGNATION TO THE

POINT OF AN INTERSECTING WALL. IF NO CHANGE IN DESIGNATION IS SHOWN

BEYOND THE INTERSECTION, THE PREVIOUS PARTITION CONSTRUCTION

DESIGNATOR APPLIES. REFER TO CODE PLAN G-005 FOR RATED WALLS.

A. 5/8" GYPSUM BOARD, EACH SIDE OF 3 5/8" METAL STUDS @ 16 O.C.

B. 5/8" GYPSUM BOARD, EACH SIDE OF 6" METAL STUDS @ 16" O.C.

C. 5/8" GYPSUM BOARD, ONE SIDE OF 3 5/8" METAL STUDS @ 16 O.C.

D. 5/8" CEMENTITIOUS BACKER BOARD & TILE, ONE SIDE OF 6" METAL STUDS @

16 O.C.

E. 5/8" CEMENTITIOUS BACKER BOARD & TILE, EACH SIDE OF 3 5/8" METAL

STUDS @ 16 O.C.

F. 5/8" CEMENTITIOUS BACKER BOARD & TILE, ONE SIDE OF 3 5/8" METAL

STUDS @ 16 O.C.

G. 5/8" CEMENTITIOUS BACKER BOARD & TILE ON RESTROOM SIDE, 5/8"

GYPSUM BOARD ON OPPOSING SIDE OF 3 5/8" METAL STUDS @ 16" O.C.

H. 5/8" CEMENTITIOUS BACKER BOARD & TILE ON RESTROOM SIDE, 5/8"

GYPSUM BOARD ON OPPOSING SIDE OF 6" METAL STUDS @ 16" O.C.

I. 5/8" GYPSUM BOARD, ONE SIDE OF 6" METAL STUDS @ 16 O.C.

J. 5/8" GYPSUM BOARD, EACH SIDE OF OF 6" ICF.

K. 5/8" GYPSUM BOARD, ONE SIDE OF 6" ICF.

L. 3/4" PLYWOOD UP TO 7'-4" AFF & 5/8" GYPSUM BOARD FROM 7'-4" AFF AND

ABOVE, EACH SIDE OF 6" METAL STUDS @ 16 O.C.

M. 3/4" PLYWOOD UP TO 7'-4" AFF & 5/8" GYPSUM BOARD FROM 7'-4" AFF AND

ABOVE, 5/8" GYPSUM BOARD ON OPPOSING SIDE OF 6" METAL STUDS @ 16

O.C.

N. 3/4" PLYWOOD UP TO 7'-4" AFF & 5/8" GYPSUM BOARD FROM 7'-4" AFF AND

ABOVE, ON INTERIOR SIDE OF 6" METAL STUDS @ 16 O.C.

O. 3/4" PLYWOOD UP TO 7'-4" AFF & 5/8" GYPSUM BOARD FROM 7'-4" AFF AND

ABOVE, EACH SIDE OF 6" ICF.

P. 3/4" PLYWOOD UP TO 7'-4" AFF & 5/8" GYPSUM BOARD FROM 7'-4" AFF AND

ABOVE, 5/8" GYPSUM BOARD ON OPPOSING SIDE OF 6" ICF.

Q. 5/8" GYPSUM BOARD, ONE SIDE OF 2 1/2" METAL STUDS @ 16 O.C.

R. 2 LAYERS OF 3/4" PLYWOOD UP TO 7'-4" AFF & 5/8" GYPSUM BOARD FROM

7'-4" AFF AND ABOVE, 3/4" PLYWOO UP TO 7'-4" AFF & 5/8" GYPSUM BOARD

FROM 7'-4" AFF AND ABOVE ON OPPOSING SIDE OF 6" METAL STUDS @ 16

O.C.

1. COMPLETE ASSEMBLY EXTENDS TO AND IS BRACED TO STRUCTURE ABOVE.

2. COMPLETE ASSEMBLY EXTENDS 6" ABOVE ADJACENT CEILING AND IS

BRACED EACH WAY TO STRUCTURE ABOVE. WALL CAVITY IS FULLY

INSULATED WITH SOUND ATTENUATION BATTS.

3. COMPLETE ASSEMBLY EXTENDS TO AND IS BRACED TO STRUCTURE ABOVE.

WALL CAVITY IS FULLY INSULATED WITH SOUND ATTENUATION BATTS.

4. COMPLETE ASSEMBLY EXTENDS TO AND IS BRACED TO STRUCTURE ABOVE.

AT RATED ASSEMBLY, SEAL TIGHT TO DECK WITH FIRE RATED SEALANT TO

MAINTAIN REQUIRED RATING.

"STRUCTURE ABOVE" (AS NOTED IN THE PARTITION CONDITIONS) IS DEFINED AS

THE UNDERSIDE OF ONE OR MORE OF THE FOLLOWING:

· COMPOSITE FLOOR SLAB

· CAST IN PLACE TREADS/RISERS

· METAL ROOF DECK

· STEEL BEAMS

TERMINATE METAL STUDS AT "STRUCTURE ABOVE" WITH DEFLECTION TRACK

REQUIRED FOR WALL CONDITION SCHEDULED.

(NOTE: IN NO CASE SHALL THE BOTTOM OF STEEL JOISTS BE CONSIDERED

BOTTOM OF STRUCTURE ABOVE.)

PARTITION LEGEND

PARTITION CONDITIONS

B 2

A3 A3

C2 C2

A4/A-210

142D

HM05

149B

149C

B1/A-320

A2A2A2A2A2A2

B1B1B1B1

A1 A1 A1

CW03

ABOVE

D A

S H

E D

I N

E P

R E

S E

N T

L I M

I T

O F

R E

N C

E L O

146A

146B

2 2

D6/A-501

C6/A-501

A6/A-501

B6/A-501

C5/A-401

LV01

LV03

LV01 LV05 LV02 LV02

A2/A-312

HM06

A2/A-402

OPEN TO

BELOW

LV04

A1/A-201

C1/A-201

D A

20 21

19.29 1711.2 14.8

H.7

H.3

11.8 15.2

H.7

H.3

8.3 21

D.4

D.6

D.4

D.6

19.2 19.8

19.8

NORTH

LV01

LV05 HIGH

LOW

ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

654321

LUBBOCK 9389.15

FANNING, FANNING & ASSOCIATES

U S

D A

A M

L U

B B

O C

K C

L A

S S

L A

B O

R A

T O

LUBBOCK, TX

-- 01/10/20 FOR CONSTRUCTION

D A

21613

E N

01/10/20

02/21/20 ADDENDUM 21

ANNOTATED

FLOOR PLAN

A-101a

32 41 5 6 7 8 9 10 12 13 14.8 15 17 20 2114 1811.211 16 19.219

EXTERIOR ELEVATION

1/8"=1'-0" PLAN SOUTH ELEVATION

EXTERIOR ELEVATION

1/8"=1'-0" PLAN WEST ELEVATION

EXTERIOR ELEVATION

1/8"=1'-0" PLAN NORTH ELEVATION

EXTERIOR ELEVATION

1/8"=1'-0" PLAN EAST ELEVATION

AS INDICATED BY:

KEY NOTES

1. PREFIN METAL FASCIA TRIM

2. PREFIN METAL COPING

3. HM DOOR & FRAME; REF SCHED

4. OVERHEAD COILING DOOR; REF SCHED

5. FACE BRICK

6. HIGH PERFORMANCE COATED STEEL COLUMN, REFERENCE STRUCTURAL (TYP)

7. PREFIN MTL ROOF PANEL

8. PREFIN MTL LOUVER

9. NOT USED

10. ALUMINUM WINDOW; REF SCHED

11. ALUMINUM STOREFRONT; REF SCHED

12. ALUMINUM CURTAIN WALL; REF SCHED

13. 6" DIAMETER PIPE BOLLARD; REF CIVIL

14. SMOOTH-FACE LIMESTONE

15. ROUGH-FACE LIMESTONE

16. CUT LIMESTONE WATER TABLE CAP; STONE PROFILE SP01

17. CLAY TILE ROOF SYSTEM

18. ROOF LINE BEYOND

19. PREFIN LOUVER BEYOND

20. TWO (2) COURSES OF FACE BRICK INSTALLED 1/2" FROM FACE OF ADJACENT

FACE BRICK

21. STONE PROFILE SP01

22. CAST BRASS INTERNAL DRAIN SPOUT

23. BRAKE MTL WRAPPED STL COLUM

24. STONE BELT COURSE; STONE PROFILE SP05

25. STONE COPING; STONE PROFILE SP07

26. ROOF ACCESS LADDER "L1", REF DETAIL A3/A-510

27. ROOF ACCESS LADDER "L2", REF DETAIL A3/A-510

28. INSULATED TRANSLUCENT SANDWICH PANEL

29. PIPE BOLLARD GUARD RAIL; REF CIVIL

30. STONE PROFILE SP06

GENERAL NOTES

A. CONTRACTOR SHALL COORDINATE LOCATION OF ALL ROOFTOP

EQUIPMENT WITH STRUCTURAL.

B. CONTRACTOR SHALL PROVIDE BARRICADES, FALL PROTECTION AND ANY

OTHER MEANS TO PROTECT WORKERS AND THE PUBLIC DURING PROJECT

CONSTRUCTION.

C. ALL ROOF PENETRATIONS NOT SHOWN FOR CLARITY. ALL ROOF

PENETRATIONS SHALL BE FLASHED TO A POSITIVE SLOPE AWAY FROM

PENETRATION. COORDINATE WITH ALL TRADES.

D. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, FEDERAL CODES,

STATUTES, REGULATIONS AND LAWS GOVERNING THIS WORK.

E. CONTRACTOR SHALL COORDINATE RTU INSTALLATIONS WITH ALL TRADES.

CONTRACTOR SHALL COORDINATE THE HOOKUP OF ALL ROOFTOP

EQUIPMENT, VENTS, CURBS, ETC WITH ALL TRADES & CONSTRUCTION

DOCUMENT REQUIREMENTS.

ABCDEFGHJ H.7 H.3

3 24 1567810111316192021 1418 11.8121515.2 8.319.8 19.2

A B C D E F G H.3 JH.7H

E3/A-201E4/A-201

FIN FL=100'-0"

T.O.C.

120'-10 21/32"

T.O.M.

116'-0"

T.O.M.

110'-8"

T.O.M.

118'-8"

T.O.M.

128'-0"

T.O.M.

122'-5 11/32"

T.O.M.

122'-5 11/32"

T.O.M.

128'-0"

T.O.M.

155'-5 11/32"

T.O.M.

128'-0"

T.O.M.

122'-5 11/32"

T.O.M.

118'-8"

T.O.M.

120'-10 21/32"

T.O.M.

FIN FL=100'-0"

T.O.C.

FIN FL=100'-0"

T.O.C.

FIN FL=100'-0"

T.O.C.

ENLARGED ELEVATION

1/4"=1'-0"

ENLARGED ELEVATION

1/4"=1'-0"

FIN FL=100'-0"

T.O.C.

103'-1 11/32"

T.O.M.

FIN FL=110'-8"

T.O.M.

FIN FL=100'-0"

T.O.C.

109'-4"

T.O.M.

116'-0"

T.O.M.

31'-11 5/8"

8" 5'-4" 8"

8x16 SMOOTH FACE

CUT LIMESTONE

WATER TABLE CAP;

STONE PROFILE SP01

FACE BRICK; FLEMISH

BOND

SHADED BRICKS SHALL

BE INSTALLED 1/2" FROM

FACE OF SURROUNDING

FACE BRICK

STONE PROFILE SP02

SOLDIER COURSE

CAST BRASS DRAIN

SPOUT

16x32 SMOOTH FACE

LIMESTONE

5x32 ROUGH FACE

LIMESTONE

8x32 ROUGH FACE

LIMESTONE

12x32 SMOOTH FACE

LIMESTONE

STONE PROFILE SP03

ALUM STOREFRONT;

REF SCHED

FIN FL=100'-0"

T.O.C.

103'-1 11/32"

T.O.M.

12'-0 3/8"

103'-1 11/32"

T.O.M.

ENLARGED ELEVATION

1/4"=1'-0"

SOLDIER

COURSE

INSULATED

TRANSLUCENT

SANDWICH

PANEL

SOLDIER

COURSE

SHADED SECTION

OF FACE BRICK

TO BE RECESSED

3/4" FROM FACE

OF ADJACENT

BRICK

TWO COURSE OF

FACE BRICK TO

BE PROJECTED

1/2" FROM FACE

OF ADJACENT

BRICK; TYP

FACE BRICK

TP01

TRANSLUCENT

SANDWICH PANEL

CANOPY

E2/A-201

10 22 21 21 2115 22 16 14 23 12 22 22 16

2524171725

4 3 43 3 20 14 10 11 16 14 12

2524 1722

4 43 3 3 320

7 19 227

2011141610

22524

CJ CJ CJ

CJ CJ

CJ CJ CJ

MOCK UP LIMITS

28 28 28 28

CJ CJCJCJ

6 13

5 5 5 5

5 5 5

5 5 5 5 5

13 13

8 8 88

88 8

13 1313 13 13 13

62929 29 29 29

24 24

ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

654321

LUBBOCK 9389.15

FANNING, FANNING & ASSOCIATES

U S

D A

A M

L U

B B

O C

K C

L A

S S

L A

B O

R A

T O

D A

21613

S T

E N

01/10/20

02/21/20 ADDENDUM 21

EXTERIOR

ELEVATIONS

A-201

14'-8"

10 EQUAL

109'-6"

CLNG HT

5'-9"

4 EQUAL

109'-6"

CLNG HT

1'-0" 3'-3" 2'-8"

109'-0"

CLNG HT

10'-9"

8 EQUAL

111'-10 5/16"

CLNG HT

101'-8"

FLR LEVL

101'-8"

FLR LEVL

7'-10 5/8"

6 EQUAL

2'-3" 13'-8"

10 EQUAL

2'-0 1/4"2'-8" 4'-1" 2'-3"

109'-6"

CLNG HT

109'-6"

CLNG HT

109'-6"

CLNG HT

13'-5"

10 EQUAL

109'-6"

CLNG HT

4'-0 5/16" 5'-7 5/16" 3'-9 7/16"

114'-2 3/4"

T.O.S.

ROOF LEVEL

114'-2 3/4"

T.O.S.

114'-4 3/8"

T.O.S.

15'-5 3/8"

10 EQUAL

15'-5 3/8"

10 EQUAL

8'-5 1/8"

6 EQUAL

109'-6"

CLNG HT

109'-6"

CLNG HT

109'-0"

CLNG HT

VERIFY OPENING WIDTH

WITH VENDING SUPPLIER

FIN OPENING

48" MIN

VERIFY LOCKER

WIDTH REQ

109'-0"

CLNG HT

108'-0"

CLNG HT

108'-0"

CLNG HT

108'-0"

CLNG HT

108'-0"

CLNG HT

108'-0"

CLNG HT

108'-0"

CLNG HT

108'-0"

CLNG HT

108'-0"

CLNG HT

5'-6"

9'-9 5/8"

111'-10 5/16"

CLNG HT

INTERIOR ELEVATION

1/4"=1'-0" CONFERENCE 120

INTERIOR ELEVATION

1/4"=1'-0" BREAK ROOM 128

INTERIOR ELEVATION

1/4"=1'-0" STORAGE @ CORRIDOR 136

INTERIOR ELEVATION

1/4"=1'-0" BREAK ROOM 128

INTERIOR ELEVATION

1/4"=1'-0" CONFERENCE 120

INTERIOR ELEVATION

1/4"=1'-0" COFFEE 119

INTERIOR ELEVATION

1/4"=1'-0" COFFEE 119

INTERIOR ELEVATION

1/4"=1'-0" COFFEE 119

INTERIOR ELEVATION

1/4"=1'-0" TECH 134

INTERIOR ELEVATION

1/4"=1'-0" JANITOR 123

INTERIOR ELEVATION

1/4"=1'-0" JANITOR 123

INTERIOR ELEVATION

1/4"=1'-0" JANITOR 123

INTERIOR ELEVATION

1/4"=1'-0" PRINT/MAIL 118

INTERIOR ELEVATION

1/4"=1'-0" PRINT/MAIL 118

INTERIOR ELEVATION

1/4"=1'-0" CORRIDOR 140

INTERIOR ELEVATION

1/4"=1'-0" CORRIDOR 140

INTERIOR ELEVATION

1/4"=1'-0" WOMENS RESTROOM 125

INTERIOR ELEVATION

1/4"=1'-0" WOMENS RESTROOM 125

INTERIOR ELEVATION

1/4"=1'-0" WOMENS RESTROOM 125

INTERIOR ELEVATION

1/4"=1'-0" WOMENS RESTROOM 125

INTERIOR ELEVATION

1/4"=1'-0" MENS RESTROOM 124

INTERIOR ELEVATION

1/4"=1'-0" MENS RESTROOM 124

INTERIOR ELEVATION

1/4"=1'-0" MENS RESTROOM 124

INTERIOR ELEVATION

1/4"=1'-0" MENS RESTROOM 124

AS INDICATED BY: 00

KEY NOTES

GENERAL NOTES

1. TILE; REF MATERIALS & FINISH SCHED

2. GYP BD, PAINT

3. SCHEDULED BASE

4. WATER CLOSET

5. URINAL

6. LAVATORY

7. SINK

8. TOILET PARTITION

9. URINAL SCREEN (24" MAX FROM FACE OF WALL FINISH TO EDGE OF SCREEN)

10. TTD - TOILET TISSUE DISPENSER

11. SND - SANITARY NAPKIN DISPOSAL

12. GB1 - GRAB BAR 42" LONG

13. GB2 - GRAB BAR 36" LONG

14. M - MIRROR; FURNISHED & INSTALLED BY CONTRACTOR

15. SD - SOAP DISPENSER

16. PTDWR - PAPER TOWEL DISPENSER/WASTE RECEPTACLE

17. ALUMINUM COUNTER BRACKET SUPPORT @ 32" O.C. MAX. EQUAL TO RAKKS

EH1818, MANUFACTURED BY THE RANGINE CORPORATION

18. HI/LO ELECTRIC WATER COOLER

19. REFRIGERATOR (BY OWNER)

20. VENDING MACHINE (BY OWNER)

21. 4" BACKSPLASH

22. COUNTERTOP AS SCHEDULED

23. DOOR AS SCHEDULED

24. LIGHT FIXTURE, REF ELEC

25. FRP WALL PROTECTION

26. NOT USED

27. ALUMINUM STOREFRONT

28. GYP BD CONTROL JOINT

29. NOT USED

30. LOCKERS

31. ALTERNATING TREAD STAIR (68°)

32. PROTECT BOTTOM CHORD OF STRUCTURAL JOIST WITH YELLOW SAFETY

PADDING

33. MS - UTILITY SHELF W/ MOP & BROOM HOLDER

34. 32" UTILITY SINK

35. MILLWORK

36. NOT USED

37. NOT USED

38. PTD - PAPER TOWEL DISPENSER

39. DISPLAY; PROVIDED BY OWNER. CONTRACTOR TO PROVIDE BLOCKING &

ALL IT/AV INFRASTRUCTURE

40. NOT USED

41. VIEWING STEP

42. HM FRAME & GLAZING

A. CONTRACTOR TO VERIFY ALL DIMENSIONS

B. COORDINATE LIGHT FIXTURES, RETURN AIR GRILLES & SUPPLY AIR GRILLES

WITH MPE DRAWINGS. BRING ANY CONFLICTS OR DISCREPANCIES TO

ARCHITECTS ATTENTION PRIOR TO BEGINNING ANY WORK

C. REF INTERIOR SHEETS FOR FINISH SELECTIONS & LOCATIONS

D. REF G-003 FOR ACCESSIBLE MOUNTING HEIGHTS

E. REF A-401 FOR ENLARGED PLANS

F. REF REFLECTED CEILING PLAN FOR FURRING DIMENSIONS & DETAILS

B A

D A

A A

8 41 23 1

34 2

223 335

35 22 21

3530 31812322 20323 223 40

B A

A3/A-705

35 353517 154 111181

16 1

23 1595104124

161117

8 41

4141 3 2

ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

654321

LUBBOCK 9389.15

FANNING, FANNING & ASSOCIATES

U S

D A

A M

L U

B B

O C

K C

L A

S S

L A

B O

R A

T O

D A

21613

E N

01/10/20

INTERIOR

ELEVATIONS

A-210

108'-0"

CLNG HT

108'-0"

CLNG HT

108'-0"

CLNG HT

108'-0"

CLNG HT

108'-0"

CLNG HT

108'-0"

CLNG HT

108'-0"

CLNG HT

7'-10 7/8"

5'-9 5/8"

108'-0"

CLNG HT

108'-0"

CLNG HT

108'-0"

CLNG HT

4'-0" 5'-7 1/4" 4'-0"

108'-0"

CLNG HT

108'-0"

CLNG HT

108'-0"

CLNG HT

108'-0"

CLNG HT

LARGE SCALE WALL

GRAPHICS TO BE

INSTALLED AS A PART OF

THE FFE PACKAGE

3'-7" 3'-8" 3'-7"1"1"

122'-2 9/16"

CLNG HT

121'-6"

CLNG HT

LUBBOCK COTTON

CLASSING LABORATORY

INTERIOR ELEVATION

1/4"=1'-0" RESTROOM 121

INTERIOR ELEVATION

1/4"=1'-0" RESTROOM 121

INTERIOR ELEVATION

1/4"=1'-0" RESTROOM 121

INTERIOR ELEVATION

1/4"=1'-0" RESTROOM 121

INTERIOR ELEVATION

1/4"=1'-0" JANITOR 113

INTERIOR ELEVATION

1/4"=1'-0" JANITOR 113

INTERIOR ELEVATION

1/4"=1'-0" MENS RESTROOM 111

INTERIOR ELEVATION

1/4"=1'-0" MENS RESTROOM 111

INTERIOR ELEVATION

1/4"=1'-0" MENS RESTROOM 111

INTERIOR ELEVATION

1/4"=1'-0" MENS RESTROOM 111

AS INDICATED BY: 00

KEY NOTES

INTERIOR ELEVATION

1/4"=1'-0" WOMENS RESTROOM 110

INTERIOR ELEVATION

1/4"=1'-0" WOMENS RESTROOM 110

INTERIOR ELEVATION

1/4"=1'-0" WOMENS RESTROOM 110

INTERIOR ELEVATION

1/4"=1'-0" WOMENS RESTROOM 110

INTERIOR ELEVATION

1/4"=1'-0" LOBBY 101

INTERIOR ELEVATION

1/4"=1'-0" LOBBY 101

INTERIOR ELEVATION

1/4"=1'-0" LOBBY 101

D1/A-501A1/A-320

1. TILE; REF MATERIALS & FINISH SCHED

2. GYP BD, PAINT

3. SCHEDULED BASE

4. WATER CLOSET

5. URINAL

6. LAVATORY

7. NOT USED

8. TOILET PARTITION

9. URINAL SCREEN (24" MAX FROM FACE OF WALL FINISH TO EDGE OF SCREEN)

10. TTD - TOILET TISSUE DISPENSER

11. SND - SANITARY NAPKIN DISPOSAL

12. GB1 - GRAB BAR 42" LONG

13. GB2 - GRAB BAR 36" LONG

14. CUSTOM FRAMED MIRROR; OWNER PROVIDED CONTRACTOR INSTALLED

15. SD - SOAP DISPENSER

16. PTDWR - PAPER TOWEL DISPENSER/WASTE RECEPTACLE

17. ALUMINUM COUNTER BRACKET SUPPORT @ 32" O.C. MAX. EQUAL TO RAKKS

EH1818, MANUFACTURED BY THE RANGINE CORPORATION

18. PLATE STEEL ACCENT WALL

19. WOOD DISPLAY CUBE; RECESS INTO STUD CAVITY

20. DISPLAY; PROVIDED BY OWNER. CONTRACTOR TO PROVIDE BLOCKING &

ALL IT/AV INFRASTRUCTURE

21. ACOUSTIC WOOD GRILLE WALL SYSTEM; ARMSTRONG WOOD GRILLE OR EQ

22. COUNTERTOP AS SCHEDULED

23. DOOR AS SCHEDULED

24. LIGHT FIXTURE, REF ELEC

25. FRP WALL PROTECTION

26. 3" CAST ALUMINUM SIGNAGE

27. ALUMINUM STOREFRONT

28. GYP BD CONTROL JOINT

29. PAINTED STEEL TUBE, REF STRUCT

30. GLAZING GRAPHICS; DESIGNED & INSTALLED AS PART OF THE FFE PACKAGE

31. NOT USED

32. NOT USED

33. MS - UTILITY SHELF W/ MOP & BROOM HOLDER

34. 32" UTILITY SINK

35. MILLWORK

36. MIRROR; FURNISHED & INSTALLED BY CONTRACTOR

34 25 25 34

23 1 16

GENERAL NOTES

A. CONTRACTOR TO VERIFY ALL DIMENSIONS

B. COORDINATE LIGHT FIXTURES, RETURN AIR GRILLES & SUPPLY AIR GRILLES

WITH MPE DRAWINGS. BRING ANY CONFLICTS OR DISCREPANCIES TO

ARCHITECTS ATTENTION PRIOR TO BEGINNING ANY WORK

C. REF INTERIOR SHEETS FOR FINISH SELECTIONS & LOCATIONS

D. REF G-003 FOR ACCESSIBLE MOUNTING HEIGHTS

E. REF A-401 FOR ENLARGED PLANS

F. REF REFLECTED CEILING PLAN FOR FURRING DIMENSIONS & DETAILS

410 1

2 2

6 35 171

481635

2354 10 12

5 35

44 10 1211

242424 36

6231635

23 23 3 2 27

E A

19 3 2302333527

28 28

24 2436

36 36

ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

654321

LUBBOCK 9389.15

FANNING, FANNING & ASSOCIATES

U S

D A

A M

L U

B B

O C

K C

L A

S S

L A

B O

R A

T O

D A

21613

E N

01/10/20

INTERIOR

ELEVATIONS

A-211

AutoCAD SHX Text

VITREOUS CHINA

AutoCAD SHX Text

LAVATORY

AutoCAD SHX Text

PINOIR

AutoCAD SHX Text K-2035-8

HM02HM01

REF DOOR

SCHED

NOTE: DOOR LITE OPENINGS ARE TO LITE FRAME INTERIOR OPENING (DAYLIGHT OPENING). RIGHT EDGE OF SWING DOOR IS STRIKE EDGE.

NOTE: FRAME FACES ARE 2" UNO

COUNTER DOOR

R E

O O

S C

H E

HOOD

R E

O O

C H

E D

REF DOOR SCHED

OH COILING DOOR

R E

O O

C H

E D

R E

O O

C H

E D

R E

O O

C H

E D

REF DOOR

SCHED

6"4"

REF DOOR

SCHED

R E

O O

C H

E D

REF DOOR

SCHED

WINDOW TYPE SCHEDULE - ALUMINUM WINDOWS

REF DOOR

SCHED

REF DOOR

SCHED

R E

O O

C H

E D

HOLLOW METAL FRAME SCHEDULE

HM00

ALUMINUM STOREFRONT SCHEDULE

CASED OPENING FRAME=M6

G = SEE GLAZING SCHEDULE (THIS SHEET) FOR TYPE

* = SIMILAR

X=EXISTING

SILL

REMARKS

HEAD

FRAME

ALGL

CONST

SIZE

JAMB

DETAILS

TYPE

PR SIZE

DOOR

FLR

MARK

DOOR SCHEDULE

CONST

FOOTNOTES

HOLLOW METAL TRANSOM TO MATCH DOOR, SIZE AS NOTED=T1

TRANSOM

LABEL

L1 = 45 MIN

GLAZING

= VERIFY ROUGH OPENINGM1

MISCELLANEOUS (GENERAL NOTES)

=HM

ALUM

HOLLOW METAL FRAME PROFILE & ADDITIONAL INFORMATION.

HMPF = HOLLOW METAL, PAINT FINISH

DOOR SIZE INDICATED IS NOMINAL. REDUCTION SHALL BE MADE FOR

ALUMINUM

OPENING SIZE (INDICATED IN FT-IN, WxH)

THRESHOLD & EDGE CLEARANCES. ALL DOORS ARE 1 3/4" THICK,

REFER TO STANDARD DOOR DETAILS (THIS SHEET) FOR TYPICAL

SIZE INDICATED IS OVERALL FRAME DEPTH.

5 FRAME SIZE (INDICATED IN INCHES)

HMLP = HOLLOW METAL, LAMINATED PLASTIC COVERED

SCLP = SOLID CORE WOOD, LAMINATED PLASTIC COVERED

SOLID CORE WOOD, TRANSPARENT FINISH

SOLID CORE WOOD, PAINT FINISH=

3 CONSTRUCTION/VENEER

SCTF

SCPF

2 DOOR TYPE

REFER TO DOOR TYPE SCHEDULE (THIS SHEET)

FRAME TYPE4

HOLLOW METAL, PAINT FINISH

DETAILS6

EXAMPLE:

DETAIL # A1/A-501 SHEET #

7 REMARKS

UNLESS INDICATED OTHERWISE.

3-0x8-0

00A

.OHCD

1 102A 8-2x7-0

.ALGL

1 103 3-0x8-0

M8SCTF HM01 5 7/81 104 3-0x7-0

M8SCTF HM01 5 7/81 105 3-0x7-0

L1, PG45A1/A-704B1/A-704C1/A-704HMPF HM01 5 7/81 106 3-0x7-0

M8SCTF HM01 5 7/81 107 3-0x7-0

M8SCTF HM01 5 7/81 108 3-0x7-0

M8SCTF HM01 5 7/81 109 3-0x7-0

.SCTF HM01 6 3/81 110 3-0x7-0

.SCTF HM01 6 3/81 111 3-0x7-0

.SCTF HM01 5 7/81 112 4-0x7-0

.SCTF HM01 5 7/81 113 3-0x7-0

M8SCTF HM01 5 7/81 114 3-0x7-0

.SCTF HM01 5 7/81 116 3-0x7-0

.ALGL1 120 3-5x10-4

.SCTF HM01 8 3/41 121 3-0x7-0

.SCTF HM01 8 1/41 122 3-0x7-0

.SCTF HM01 5 7/81 123 3-0x7-0

.SCTF HM01 6 3/81 124 3-0x7-0

.SCTF HM01 6 3/81 125 3-0x7-0

.SCTF HM01 5 7/81 126 3-0x7-0

M8SCTF HM01 5 7/81 127 3-0x7-0

.SCTF HM01 5 7/81 129 3-0x7-0

.HMPF HM02 5 7/81 130 3-0x7-0

.ALUM AL02

1 131 3-0x7-0

.ALUM AL01

1 131A 3-0x7-10

HMPF HM01 5 7/81 133 3-0x7-0

HMPF HM01 5 7/81 134 3-0x7-0

A1/A-704B1/A-704C1/A-704HMPF HM01 5 7/81 134A 4-0x7-0

SCTF HM01 5 7/81 136 3-0x7-0

ALUM AL03

1 136A 3-0x9-2

SCTF HM01 5 7/81 138 3-0x7-0

A1/A-704B1/A-704C1/A-704HMPF HM01 5 7/81 140 3-0x7-0

A1/A-704B1/A-704C1/A-704HMPF HM01 5 7/81 142 3-0x7-0

L1, PG45

HMPF HM02 5 7/81 142A 3-0x7-0

OHCD

1 142B 10-0x10-0

HMPF HM02 5 7/81 142C 3-0x7-0

HMPF HM01 8 1/41 3-0x7-0

HMPF HM01 5 7/81 143A 3-0x7-0

HMPF HM01 8 1/41 145 3-0x7-0

A1/A-704B1/A-704C1/A-704HMPF HM01 5 7/81 145A 3-0x7-0

C2/A-704D2/A-704E2/A-704HMPF HM01 5 7/81 145B 3-0x7-0

A1/A-704B1/A-704C1/A-704HMPF HM01 5 7/81 146 3-0x7-0

HMPF HM02 5 7/81 146C 3-0x7-0 .

.HMPF HM01 8 1/41 132 3-0x7-0

.HMPF HM02 5 7/81 132A 3-0x7-0

HMPF HM01 5 7/81 149 3-0x7-0

HMPF HM01 8 1/41 150 3-0x7-0

A2/A-703B2/A-703C2/A-703HMPF HM01 5 7/81 141 3-0x7-0

OHCD

1 141A 16-0x10-0

ALUM AL04

1 135 3-7 5/8x9-2 1/4

ALUM AL05

1 135A

OHCD

1 10-8x10-0 .144

A1/A-704B1/A-704C1/A-704HMPF HM01 5 7/81 149A 3-0x7-0 L1, PG45

STANDARD FRAME LITE FRAME-LF

S E

E L E

W/ SCREWS

COUNTERSUNK

DOOR AS

SCHED

GLASS AS

SCHED

MTL SURROUND

FRAME-PAINT

THRU BOLT

AS SCHED

1'-11 1/4"

U N

1'-11 1/4"

VARIES

STANDARD DOOR DETAILS

CASED OPENING FRAME

U N

AS SCHED

HMPF HM02 5 7/81 142D 3-0x7-0 .

HMPF HM01 5 7/81 149B 3-0x7-0

HMPF HM01 5 7/81 149C 3-0x7-0 .

M8SCTF HM011 117 3-0x7-0 5 7/8

E5/A-703A4/A-703B4/A-703OHCD

1 146A 10-0x10-0

HMPF HM02 5 7/81 146B 3-0x7-0

AL05

EQ EQ

AL03

10 3/8"

AL01

1'-10"

AL02

2'-6 7/8"

AL04

CURTAIN WALL SCHEDULE (PERIMETER FRAME/STRUCT GLAZED) NOTE: FRAME FACES ARE 2 1/2" UNO

CW00

OHCD = OVERHEAD COILING DOOR

R E

O O

C H

E D

REF DOOR

SCHED

3-7 5/8x9-2

2'-0"

RIGHT EDGE OF SWING DOOR IS STRIKE EDGE.DOOR TYPE SCHEDULE

A1 B1A3

4'-0"

3'-4"

4'-0"

D A

C A

E5/A-701

B4/A-701

E5/A-701 OHB4/A-701 OH

E5/A-701 OH

A A

4'-0"

C5/A-701

B5/A-701

A A

8" 4'-0"

AS NOTED BY

NOTE: FRAME FACES ARE 2" UNO

AL00

E A

A A

B2/A-701 OH

B2/A-701

EQ EQ

A A

B A

C1/A-701 OH

C1/A-701

C2/A-701

C2/A-701 SIM

ALL GLASS SCHEDULE

AG00

AG01

30'-11 5/8"

3'-7 5/16" 6'-10 5/8"

EQ EQ EQ EQ EQ EQ

AG02

9'-8"

EQ EQ

3'-0"

AG03

12'-4 7/8"

EQ EQ

3'-0"

G05

G01

G05

G01

G01 G01

G01

G01 G05

G05

G05 G05

G05

G04 TYP G04 TYP G04 TYP

G04 TYP

G02 G02 G02 G02 G02 G02 G02 G02 G02

G02

G02 G02

G02 G02 G02 G02

STONE SCHEDULE

SP00

ALL SECTIONS AT 3"=1'-0" SC UNO

3 5/8"

4 3/8"

4 5/8" 2"6 1/2"

8 1/2"

SP01 SP02 SP03 SP04 SP05

SP06

3 3/8" 3 5/8"

2 5/8"

4 7/16"

3 5/8"

2'-4 3/8"

SP07

1'-5 1/2"

1 5/8"3"

4 5/8"

1 5/8"

6 3/8"

SP08

1'-7 5/8"

SP09

CW01

A A

A4/A-702

D4/A-702

E4/A-702

5'-9 1/8"

EQ EQ

A A

A4/A-702

D4/A-702

E4/A-702

G04

CW05

B4/A-702 OH

A4/A-702 OH

CW04

B5/A-702

15'-10 11/16"

EQ EQ EQ EQ

G04 G04

G04G04

G04 G04

A4/A-702 OH

B4/A-702 OH

B5/A-702 OH

14'-1 5/8"

EQ EQ EQ

CLCLCLCLCL

CW03CW02

B5/A-702

G04 G04G04

15'-10 11/16"

EQEQEQEQ

CL CL CL

G04

G04 G04

ALGL = ALL-GLASS

4'-8"

HM03

4'-2"

HM05

G01

E1/A-703

A5/A-704

A F

HM04

10'-8"

EQ EQ EQ EQ EQ EQ

G03 G03 G03 G03 G03 G03 G03

G04 TYP

PG= SEE GLAZING SCHEDULE (THIS SHEET) FOR TYPE

1 3/4"

6'-0 1/8"5'-4"

4'-4 3/8"

3'-0"3'-0"

3'-0"

12'-8 3/8"

7'-3 1/4"

1 3/4" 1 3/4" 1 3/4" 1 3/4"

7'-3 1/4"

1 3/4"

12'-8 3/8"

7'-3 1/4"

1 3/4" 1 3/4"

C1/A-703 C1/A-703 OH

G02

SHADE REPRESENTS

GRAPHICS TO BE

APPLIED DURING FF&E

E1/A-703

A5/A-704

2" 2"

=FRP FIBERGLASS REINFORCED POLYESTER

GLAZING SCHEDULE

MARK TYPE

1/4" TEMPERED SAFETY GLASS

G05

G03 PG45 - 45 MIN FIRE PROTECTIVE GLAZING

G01

LOW E TEMPERED INSULATING GLASS UNITS

G04 LOW E INSULATING GLASS UNITS

G02 1/2" TEMPERED SAFETY GLASS

LOUVER TYPE SCHEDULE

B A

A2/A-704

NOTE: DOOR LITE OPENINGS ARE TO LITE FRAME INTERIOR OPENING (DAYLIGHT OPENING).

B A

A2/A-704

B A

A2/A-704

A5/A-703

D1/A-702

E1/A-702

C4/A-704

E A

A A

B4/A-704

C A

D A

E2/A-702

A1/A-702

B1/A-702

C5/A-704 C5/A-704

C5/A-702

TYP

C5/A-702

TYP

C5/A-702

TYP

C5/A-702

TYP

C5/A-702

4'-0"

LV01

A F

8'-0"

LV03

4'-0"

LV02

E5/A-703A4/A-703B4/A-703

A2/A-703B2/A-703C2/A-703

C2/A-704D2/A-704E2/A-704

D1/A-704E1/A-704A5/A-705

C2/A-320E2/A-320

C A

1 128 N/A N/A

= RECLAIMED TIMBER FRAMED CASED OPENINGM2

M2A3/A-705 B3/A-705

A4/A-705B4/A-705C4/A-705

A4/A-705D4/A-705E4/A-705

A4/A-705B4/A-705C4/A-705

A4/A-705D4/A-705E4/A-705

A4/A-705B4/A-705C4/A-705

A4/A-705D4/A-705E4/A-705

A4/A-705B4/A-705C4/A-705

A1/A-704B1/A-704C1/A-704

A4/A-705B4/A-705C4/A-705

M8SCTF HM01 5 7/81 147 3-0x7-0 B A4/A-705B4/A-705C4/A-705

TRANSLUCENT SANDWICH PANEL SCHEDULE

TP01

12'-0 3/8"

PG45 45 MINUTE FIRE-PROTECTIVE GLAZING

C5/A-703

D A

B A

M8 = PROVIDE GLASS FILM FOR DOOR LITE; SELECT DURING CONSTRUCTION

HM06

4'-0"

D A

C5/A-705

6'-6"

LV04

NOTE: DIMENSIONS REPRESENT OVERALL WINDOW DIMENSION INCLUDING PANNING SYSTEM AND SILL.

ALL DIMS TO BE FIELD VERIFIED PRIOR TO MANUFACTURING.

5'-9 1/8"

EQEQ

G04

TYP

4'-0"

LV05

A F

ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

654321

LUBBOCK 9389.15

FANNING, FANNING & ASSOCIATES

U S

D A

A M

L U

B B

O C

K C

L A

S S

L A

B O

R A

T O

D A

21613

E N

01/10/20

02/21/20 ADDENDUM 21

SCHEDULES

A-601

NEW BUILDING

XXXXXXXXX

X X

XXXXXXXXX

A P

V A

A P

RPZ

63' 13.3' 24' 37.2'

15' 13'

R5'

TYP

R10'

R5'

TYP

R5'

R30'

73.7'

R5'

371.9'

R40'

R5'

R10'

R5'

LIGHT POLE

(TO BE

PROTECTED)

23.4'

R30'

12.5'

68.4'

R10'

5.7'

N = 7280553.40

E = 934073.62

N = 7280297.26

E = 934274.09

N = 7280530.30

E = 934227.58

N = 7280359.09

E = 934221.92

N = 7280300.13

E = 934187.23

N = 7280302.72

E = 934108.69

N = 7280305.22

E = 934033.17

N = 7280307.57

E = 933962.10

N = 7280352.97

E = 933897.48

N = 7280440.12

E = 933900.36

N = 7280503.00

E = 933902.65

N = 7280567.92

E = 933904.59

N = 7280608.11

E = 933969.49

N = 7280603.01

E = 934123.73

N = 7280600.51

E = 934199.30

N = 7280597.85

E = 934279.88

N = 7280430.33

E = 933998.72

N = 7280540.21

E = 934250.09

N = 7280431.99

E = 934246.27

N = 7280352.86

E = 934243.82

N = 7280524.17

E = 934343.22

N = 7280490.08

E = 934304.80

N = 7280351.73

E = 934331.25

B5/C-503

A C

50'105.2'

TYP OF 3

N = 7280605.53

E = 934047.37

A T

O P

E N

I N

A T

O P

E N

I N

RELOCATED

LIGHT POLE

N = 7280644.00

E = 934294.61

456.3'

15'32.7'

19'

R3'

R5'

TYP

2.5'

COORDINATE

DESIGN OF FRAMING

WITH STRUCTURAL

67.8'

MATCH

EXISTING

CURB

MATCH

EXISTING

CURB

MATCH

EXISTING

CURB

RELOCATED

ONE-WAY SIGN

RELOCATED

ONE-WAY SIGN

TYP

N = 7280297.92

E = 934425.09

N = 7280294.82

E = 934347.73

N = 7280480.62

E = 934247.30

N = 7280476.08

E = 934368.97

N = 7280425.27

E = 934391.19

N = 7280373.86

E = 934410.85

D1/C-501

D C

C13

C10

C11

C12

D /C

-5

D C

NEW DUMPSTERS

(FINAL LOCATION BY

THE GOVERNMENT)

RELOCATED POWER POLE

N = 7280285.27

E = 934439.38

N = 7280361.35

E = 934427.85

N = 7280276.41

E = 934447.63

N = 7280566.74

E = 934340.41

N = 7280626.88

E = 934300.35

CONCRETE UNDER CANOPY

TO BE STRUCTURAL

CONCRETE SLAB ON GRADE

CONCRETE UNDER CANOPY

TO BE STRUCTURAL

CONCRETE SLAB ON GRADE

SIGN

(TO BE PROTECTED)

LIGHT POLE

(TO BE PROTECTED)

D 3/C

-5

N = 7280555.72

E = 934050.50

CURVE TABLE

C10

C11

C12

C13

LENGTH (FT)

28.69

155.26

202.29

72.19

72.00

26.22

135.24

135.26

22.27

15.66

16.22

18.72

RADIUS (FT)

100.00

894.37

849.30

807.30

789.30

100.00

1054.67

924.03

100.00

TANGENT (FT)

14.44

77.82

101.62

36.12

36.02

13.18

67.71

67.75

11.18

7.85

8.13

9.39

DELTA (°)

016°26'10"

009°56'50"

013°38'50"

005°07'20"

005°13'40"

015°01'10"

007°20'50"

008°23'10"

012°45'40"

008°58'20"

009°17'30"

010°43'40"

CHORD (FT)

28.59

155.06

201.81

72.17

71.98

26.14

135.14

22.23

15.64

16.20

18.70

POINT OF CURVE

N:7280814.14 E:934150.10

N:7280758.30 E:934199.05

N:7280363.76 E:934410.86

N:7280428.50 E:934341.18

N:7280416.92 E:934326.61

N:7280297.01 E:934354.93

N:7280600.40 E:934429.20

N:7280479.20 E:934488.98

N:7280189.80 E:934486.42

N:7280106.28 E:934490.86

N:7280028.90 E:934502.28

N:7280266.86 E:934559.67

POINT OF TANGENT

N:7280793.83 E:934170.21

N:7280645.1…

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File details come from the government source that posted it. Updated Feb 24, 2020.