W9126G21B0001_Amendment_02_23OCT2020.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as 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)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The Solicitation for the Information Systems Faciility, White Sands Missile Range is amended as follows.

See SF30 Continuation Sheet(s)

NOTE: Proposal Receipt date is 12 November 2020; at 10:00 a.m., CT, as previously announced.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY

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

(Signature of Contracting Officer) (Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X 9A. AMENDMENT OF SOLICITATION NO.

W9126G21B0001

X 9B. DATED (SEE ITEM 11)

13 OCT 2020

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offer 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 copies 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 DATE 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 date 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.

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 copies to the issuing office.

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

23 OCT 2020

CODE

US ARMY ENGINEER DISTRICT, FORT WORTH

ATTN: CESWF-CT

819 TAYLOR ST, ROOM 2A19

P.O. BOX 17300

FORT WORTH TX 76102-0300

W9126G 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODE CODE

EMAIL: TEL:

W9126G21B0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

CHANGES TO SOLICITATION W9126G21B0001

CHANGES TO THE SPECIFICATIONS

1. Replacement Specifications - Replace the sections listed below with the attached revised section(s) of the same name and number, noted W9126G21B0001, AMENDMENT 0002

01 00 00.00 44 CONSTRUCTION SCHEDULE

CHANGES TO THE DRAWINGS

1. Replacement Drawings - Replace the drawings listed below with the attached new drawings(s) of the same name and number, noted W9126G21B0001, AMENDMENT 0002

CD 100 OVERALL SITE DEMOLITION PLAN

CD 101 SITE DEMOLITION PLAN I

CD 102 SITE DEMOLITION PLAN II

G-102 CONTRACTOR LAYDOWN & STAGING AREA

V101 EXISTING CONDITIONS SURVEY PLAN I

End of Summary of Changes

WSMR Information Systems Facility Vers 3 WSMRISF3

SECTION 01 00 00.00 44

CONSTRUCTION SCHEDULE

PART 1 GENERAL

1.1 SCHEDULE

Commence, prosecute, and complete the work under this contract in accordance with the following schedule and Section 00 73 00 CONTRACT CLAUSES COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK and LIQUIDATED

DAMAGES:

Item of Work Commencement of Work

(Calendar days)

Completion of Work

(Calendar days)

Liquidated Damages per calendar days

(1) All work, including O&M Manuals and Final Record Drawings for the White Sands Missile Range Information Systems Facility.

SEE NTP. 930 $ 3,420.00

NOTE: All work on this project shall be completed within the number of calender days stated in Item of Work (1) above, inclusive of all review periods and Government phasing requirements specified. If the Government accepts a proposal for a completion period of lesser duration, and such proposal alters the time periods for review and phasing, the Contract shall be read to include the original periods for review and phasing. If a completion period of lesser duration is proposed and accepted by the Government, the accepted completion period will replace the original construction schedule listed above in the Schedule. If an alternate completion period is proposed, the Bid Schedule must reflect pricing information for the alternate proposed completion period. The liquidated damages stated above will be applied for each calendar day the Contractor exceeds the Contract scheduled duration.

a Liquidated damages for individual items of work will not be combined. Only the rate of the affected item of work will be assessed.

b. Liquidated damages are not accumulative for multiple phases of work.

c. Operation and Maintenance Manuals: See Section 01 78 00 CLOSEOUT SUBMITTALS, paragraph OPERATION AND MAINTENANCE MANUALS for

SECTION 01 00 00.00 44 Page 1

W9126G21B0001, AMENDMENT 0002

requirements and withholding amount to ensure completion of O&M Manuals.

d. Record Drawings: See Section 01 78 00 CLOSEOUT SUBMITTALS, paragraph titled RECORD DRAWINGS for requirements and withholding amount to ensure completion of record drawings.

1.1.1 Testing of Heating and Air-Conditioning Systems

The times stated for completion of this project includes all required testing specified in appropriate specification sections of heating, air conditioning and ventilation systems including HVAC Commissioning.

Exception: boiler combustion efficiency test, boiler full load tests, cooling tower performance tests, and refrigeration equipment full load tests, when specified in the applicable specifications, shall be performed in the appropriate heating/cooling season as determined by the Contracting Officer.

1.2 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (OCT 1989)

(ER 415-1-15)(52.0001-4038 1/96)

a. This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the contract clause FAR 52.249-10 entitled "DEFAULT: (FIXED PRICE CONSTRUCTION)."

In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(1) The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the contractor.

b. Weather Conditions

(1) Climate is typical of the southwest desert with a wide temperature range between day and night, often as high as 50 degrees F change in 24 hours. The annual range temperature is from a maximum of 108 degrees F in summer to an extreme low of 0 degrees F in winter. The recorded low was -10 degrees F.

(2) Average annual rainfall varies from about 9.5 inches in the southern part of the reservation to over 10 inches in the northern part. During most years, about 60 percent precipitation occurs in July, August, and September.

(3) The prevailing winds are out of the west. A salient feature of these winds is their gusty nature. Wind velocities have reached a maximum of 123 miles per hour. The higher velocities are experienced adjacent to the mountains, and the lower velocities in the valley regions. These winds, chiefly from the west and southwest, vary from small whirlwinds known as "dust-devil," to high winds of more than 24-hour duration. The dust-devil type of whirlwinds throw sand and gravel with sufficient velocity to cause visible pitting of automobile windows and impingement. The high winds with their gusts have removed windows and roofs from houses and buildings in the Post Area. The sand and dust (most prevalent

SECTION 01 00 00.00 44 Page 2 in the spring), cause rapid deterioration of unprotected equipment and instruments. Damaging high winds have also been recorded in November, December, and March.

(4) The following schedule of monthly anticipated adverse weather delays due to precipitation and temperature is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities. Wind is not considered in the Monthly Anticipated Adverse Weather Calendar Day Schedule.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

WHITE SANDS, NM AREA (WSMR AND RESEREVE CTR AT LAS CRUCES)

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

1 1 1 1 2 1 4 4 2 1 1 3

c. Upon receipt of the Notice to Proceed (NTP) and continuing throughout the contract, the contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the contractor's scheduled work day.

d. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph "b", above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the contract clause entitled "Default (Fixed Price Construction)."

1.3 CONSTRUCTION PHASING

1.3.1 Phasing Requirements

Detailed phasing requirements are provided on plans sheet G-103.

Contractor shall return 100 days after contract completion, after furniture installation by others, to test occupancy/vacancy sensors in accordance with Section 26 51 00 INTERIOR LIGHTING. The start date for testing of the occupancy/vacancy sensors shall be coordinated with the COR.

1.3.2 Joint Occupancys

The Government will require joint occupancy of the facility approximately 80 calendar days prior to contract completion to allow the end user to install and configure the computer networking equipment in the server cabinets. A joint occupancy agreement will be developed between the Contractor and the Government during construction, when the detailed requirements for the joint occupancy are known. <(AM#02)

SECTION 01 00 00.00 44 Page 3

(AM#02)>

otherwise indicated at the preconstruction conference. Requests to work at times other than the stated working hours, including scheduled utility outages discussed below, shall be submitted to the Contracting Officer for approval. Contractor shall not work outside of the above stated working hours without prior written approval of the Contracting Officer.

1.4.2 Security Requirements

1.4.2.1 Installation Entrance Requirements

Entrance requirements to the Installation are specified in Section 01 35

20.00 44 SPECIAL PROJECT PROCEDURES FOR WHITE SANDS MISSILE RANGE.

Access to White Sands Missile Range will be delayed between 5 minutes and 30 minutes or longer due to increased security precautions, including the checking of vehicle ID’s, vehicle manifests, and the searching of all vehicles. Any general or specific threat to the safety of those working or living at White Sands Missile Range could result in longer waiting times at the access points to White Sands Missile Range. Individuals shall have one form of picture ID such as a driver's license (issuing state and number).

In addition to the picture ID, conference attendees shall also have their company's name and address, a memo on their company's letterhead stating the reason for entry, and the location on White Sands Missile Range where the conference is located. Additional information for Contractor Personnel Access provided on Plan Sheet C-101.

1.4.3 Identification of Employees

The Contractor shall be responsible for furnishing to each employee, and for requiring each employee engaged on the work to display, identification as approved and directed by the Contracting Officer. Prescribed identification shall immediately be delivered to the Contracting Officer for cancellation upon release of any employee. When required, the Contractor shall obtain and provide fingerprints of persons employed on the project. Contractor and subcontractor personnel shall wear identifying markings on hard hats clearly identifying the company for whom the employee works.

Contractor personnel shall wear visible Contractor-furnished employee identification badges while physically on the Installation. Each badge shall include, as a minimum, the company name, employee name, photograph, Contract Title, Contract Number, and the expiration date of the badge.

1.5 UTILITIES

1.5.1 Payment for Utility Services

Utilitiy availability and Payment For Utility Services are specified in Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROL.

1.5.2 Coordination

For Contractor Telephone And Internet Service, the Contractor shall coordinate with ITBC and the local phone company for contractor telephone and internet service during construction.

SECTION 01 00 00.00 44 Page 4

1.4 WORK RESTRICTIONS

1.4.1 Working Hours

Normal working hours are Monday through Friday, 0630 to 1700 hours, unless

Contracting Officer in writing 14 days prior to date of requested outage.

1.6 PAPERLESS CONTRACT SUBMISSION

1.7

a. GENERAL INFORMATION ON PAPERLESS CONTRACT SUBMISSION

The goal is to reduce waste, decrease time, decrease associated costs, and to streamline most file transmission procedures.

b. METHODS OF DIGITAL SUBMISSION This contract shall use digital submission methods to the greatest extent practicable. Acceptable methods are as follows, in order of precedence:

(1) RMS - will be used to the greatest extent practicable. Some items may not be submittable via RMS due to program constraints. Those items shall use an alternate method. All ENGR 4025’s shall be generated and submitted in RMS.

(2) Secure, Password Protected Web-Based System Access must be allowed and approved by the Government Representative. Access must be allowed and approved by the Government Representative. This method shall not be used for security sensitive documents.

(3) CD/DVD – Will be accepted if no other method is possible and upon prior approval.

c. ITEMS TO BE SUBMITTED VIA HARDCOPY Product samples, color boards, and any other item not feasible to submit digitally, shall be submitted hard copy. ENGR 4025 shall be submitted digitally always. The Government reserves the right to request hard copy submission on any item, if deemed necessary. Contractor shall be prepared to provide requested hard copy at any time.

In accordance with the provisions of Subpart 36.201 (Evaluation of Contractor Performance) of the Federal Acquisition Regulation (FAR), construction contractor’s performance shall be evaluated throughout the performance of the contract. The United States Army Corps of Engineers (USACE) follows the procedures outlined in Engineering Regulation 415-1-17 to fulfill this FAR requirement. For construction contracts awarded at or above $700,000.00, the USACE will evaluate contractor’s performance and prepare a performance report using the Contractor Performance Assessment Reporting System (CPARS), which is now a web-based system. After an evaluation (interim or final) is written up by the USACE, the contractor will have the ability to access, review and comment on the evaluation for a period of 60 days. Accessing and using CPARS requires specific software, called PKI certification, which is installed on the user’s computer. The certification is a Department of Defense requirement and was implemented to provide security in electronic transactions. The certification software

SECTION 01 00 00.00 44 Page 5

CONTRACTOR PERFORMANCE EVALUATIONS

1.5.31.5.3 Outages

The Contractor shall coordinate all requests for utility outages with the could cost approximately $110 - $125 per certificate per year and is purchased from an External Certificate Authorities (ECA) vendor. Current information about the PKI certification process and for contacting vendors can be found on the web site: http://www.cpars.csd.disa.mil/ If the Contractor wishes to participate in the performance evaluation process, access to CPARS and PKI certification is the sole responsibility of the Contractor.

1.8 CONTRACTOR PAYROLL RECORD

Contractor shall be required to log payrolls for all their own employees and subcontractors utilizing ENG Form 3180. Each subcontractor requires a separate ENG 3180 for their payrolls. The Contractor shall maintain the ENG 3180, along with the payrolls, on site and available for review by the Contracting Officer's Representative. The ENG 3180's shall be updated weekly as payrolls are submitted. After making copies for their files, the Contractor is required to submit the originals of each week’s payrolls to the Resident Office. Before final payment, the Contractor shall provide the completed ENG 3180’s to the Contracting Officer's Representatives.

1.9 CONTRACTOR SUPPLY and USE OF ELECTRONIC SOFTWARE FOR PROCESSING WAGE

RATE REQUIREMENTS CERTIFIED LABOR PAYROLLS

a. The contractor is required to use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Wage Rate Requirements statute.

b. The contractor shall be responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the contractor to comply with the Wage Rate Requirements statute. When the contractor uses an electronic payroll system, the electronic payroll service shall be used by the contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract and the electronic payroll service shall be capable of preserving these payrolls and related basic records for the required 3 years after contract completion. The contractor shall obtain and provide electronic system access to the Government, as required to comply with the Wage Rate Requirements over the duration of this construction contract. The access shall include electronic review access by the Government contract administration office to the electronic payroll processing system used by the contractor.

c. The contractor's provision and use of an electronic payroll processing system shall meet the following basic functional criteria:

(1) commercially available;

(2) compliant with appropriate Wage Rate Requirements statute payroll provisions in the Federal Acquisition Regulation (FAR);

(3) able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract

(4) capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records for export in an Excel spreadsheet;

SECTION 01 00 00.00 44 Page 6

(5) demonstrated security of data and data entry rights;

(6) ability to produce contractor-certified electronic versions of weekly payroll data;

(7) ability to identify erroneous entries and track the date/time of all versions of the certified Wage Rate Requirements statute payrolls submitted to the government over the life of the contract;

(8) capable of generating a durable record copy, that is, a CD or DVD and PDF file record of data from the system database at end of the contract closeout. This durable record copy of data from the electronic payroll processing system shall be provided to the Government during contract closeout.

d. All contractor-incurred costs related to the contractor's provision and use of an electronic payroll processing service shall be included in the contractor's price for the overall work under the contract. The costs for compliance with the Wage Rate Requirements statute by using electronic payroll processing services shall not be a separately bid or reimbursed item under this contract.

1.10 ADDITIONAL CONTRACTOR PAYROLL RECORD

The Fort Worth District requires the contractor and all sub-contractors to use an electronic payroll system meeting the requirements the above referenced requirements and the following.

a. The Certified Labor Payrolls must be tracked electronically via WEB-based software and all data must be submitted via WEB. Payroll guidelines,"Instructions to Contractors on Contract Labor Requirements, published as "Appendix A, SWFP 1185-1-1" (also known as the Green book), will be provided to advise/inform contractors how these labor provisions will be administered and enforced.

b. The WEB-based software must be capable of downloading data directly from existing electronic payrolls, track workers to ensure that overtime is being paid when overtime status is reached on Government contracts whether on one or multiple contracts or different sub-contractors. The software must track apprentices and journeyman ratios, create and track SF-1444 "Request for Authorization of Additional Classification and Rate", track workers by name/address/with or without Social Security Numbers, allow automated redaction of information appearing on payroll statements for agency response to Freedom of Information Act (FOIA requests), and provide free online training by the software provider to any user of the software.

c. The software must allow fringe benefit statement to track fringe benefits "whether cash or into an approved plan, fund, or program. If the fringe benefits are paid into a plan, fund, or program the company's name (receiving benefits), phone number, and address shall be listed on the Statement of Compliance Form (DD Form 879 or WH-347).

d. Software must provide a method of tracking standard and non-standard deductions such as restitution, alimony, child support, and allow for custom entries. Method of tracking must list the deductions on the statement of compliance or be listed as an attachment.

SECTION 01 00 00.00 44 Page 7

e. The Contractor is required to provide the updated 3180's and notify the Contracting Officer's Representatives weekly by email when the current payrolls are complete and ready for inspection/review on the WEB.

Before final payment, the Contractor shall provide the completed ENG For 3180's and 3 disks (CD/DVD) which include complete copies of the Contractor and sub-contractor's payrolls/attachments, to the Contracting Officer's Representatives.

Electronic copies of electronically/manually signed forms/memos/letters such as SF 1413 Statement of Acknowledgement (sub-contractor agreement), SF-1444 "Request for Authorization of Additional Classification and Rate", employee deduction authorization, certification of apprentices and trainees shall be provided to the Contracting Officer's Representative as required by FAR.

1.11 STREET CLOSINGS

The Contractor shall coordinate all requests for street closings with the Contracting Officer in writing 21 days prior to date of requested outage:

a. One lane traffic shall be maintained at all times (except that a total closing may be allowed for specific 8-hour periods).

b. The final street repair shall be completed within 21 days after the start of any street crossing. Any part of the street returned to service prior to final repair shall be maintained smooth with hot-mix cold-lay surface course.

c. Open cuts across paved roads and streets for utility crossings will not be allowed. Utility crossings will be accomplished by boring or jacking procedures only.

1.12 Veterans Employment Emphasis for U.S. Army Corps of Engineers Contracts

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

U.S. Department of Labor Veterans' Emplyments and Training Service (VETS):

www.dol.gov.vets

Federal Veteran Employment Information:

https://www.fedshirevets.gov/

Veterans Opportunity to Work (VOW) Program:

https://www.benefits.va.gov/vow/

U.S> Army Warrior Transition Command Employments Index:

https://wct.army.mil/modules/employers/index.html

Hiring Our Heros:

https://www.uschamberfoundation.org/hiring-our-heroes

SECTION 01 00 00.00 44 Page 8

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

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7' CHAIN LINK

3 BARB WIRES

7' CHAIN LINK

3 BARB WIRES

DIRT

CONCRETE

GRASS

AC

P L

A N

T E

R

P

L

A

N

T

E

R

DOUBLE SWING

CHAIN LINK

ATTACHED TO GATE

3.0'X2.0' 6.0' TALL

ATTACHED TO GATE

1.65'X1.65' 6.0' TALL

G

C

O

N

C

R

E

T

E

CONCRETE

DETROIT STREET

SOLAR PANELS

CONCRETE

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

C

O

N

C

R

E

T

E

C O

N C

R E

T E

3.5' TALL

2.5' TALL

2.5' TALL

3.5' TALL

BLDG. 100

TWO STORY BLOCK

29' TALL

DECIDUOUS

14" DIAMETER

29.6' TALL

ASPHALT

ASPHALT

WEIGHT LIMIT

5.0'X3.0' METAL

8.8' TALL

PARKING UNDER SOLAR PANELS

ASPHALT

ASPHALT

ABANDONED MANHOLE

SOLAR PANELS

T

A

L

L

L

L

L

L

30MPH

3.0'X2.0' 10.0' TALL

SWING OUT

ANTENNA

83' TALL

AC

AC AC

AC AC

AC

ASPHALT

CP 105

CP 106

CP 100

CP 202

CP 303

CP 300

CP 301

CP 302

CP 400

CP 500

CP 502

CP 501

PINE

8" DIAMETER

20.2' TALL

ASPHALT

MATCH LINE CD101

MATCH LINE CD102

S

S

S

S

S

S

S

D

G

G

G

NGAS METER

ABANDONED

NGAS METER

ABANDONED

G

G

G

G

G

G

CB

W

W

W

W

W

W

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

METER

INV=4245.51'

1.2'X0.8'

W

W

FLUME

METAL LID

FL=4249.55'

G

G

G

G

G

G

G

" R

C P

UNDERGROUND

CONNECTION

ABANDONED MANHOLE

W

W W

W

MW

W

FUEL TANK

1,000 GALLON

INLET

INV=4233.86'

CO

CO

W

6' DIAMETER CONCRETE

W/ 2' LID

TOP=4245.41'

FL 18" RCP IN (W)=4242.01'

FL 24" RCP OUT (N)=4240.61'

INLET

TOP=4246.04'

FL 18" RCP OUT (E)=4242.99'

T

T

T

T

T

T

T

T

T

T

T

FIBER OPTIC

FIBER OPTIC

F

I

B

E

R

O

P

T

I

C

E

4'X4' BOX W/ 2.3' LID

W/2.1' RISER

TOP=4249.17' INV=4243.37'

M

GENERATOR

G

METER

1.0'X1.3'X.08'

G

GENERATOR

3' X 1.3' X 6.9' TALL

TRANSFORMER

4' X 5'X 5.6' TALL

TRANSFORMER

3.6' X 4.5'X 4.0' TALL

PROPOSED CONSTRUCTION

LIMITS

PROPOSED

CONSTRUCTION LIMITS

REMOVE

TREES

I N

F O

R M

A T

I O

N

S

Y S

T E

M

F

A C

I L

I T

Y

W H

I T

E

S

A N

D S

M

I S

S I L

E

R

A N

G E

W H

I T

E

S

A N

D S

N

M

SHEET

SEQUENCE

NUMBER

1 2 3 4 5

D r a w n b y

D e s i g n e d b y

S u b m i t t e d b y

F i l e

N a m e

D a t e

C o n t r a c t

N o

S o l i c i t a t i o n

N o

U S

A

R M

Y

C

O R

F

E

N G

I N

E E

R S

F O

W

R

H

S

T R

I C

T

T

A Y

L O

R

S

T

F O

R

T H

T

E X

A S

R e v i e w e d b y

FORT WORTH DISTRICT

US ARMY CORPS

OF ENGINEERS ®

B R

A N

T

J E

N S

E N

P

E

C H

I E

F

C

I V

C

T I O

N

D

C

B

A

P L

C A

L E

P L

T

E

R e v

E N

G I N

E E

R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

O C

T O

B E

R

S y m b o l

D e s c r i p t i o n T r a c k i n g

N o

A c t i o n D a t e

W G

B

CD100

O V

E R

A L

L

S

I T

E

D

E M

O L

I T

I O

N

P L

A N

J

R O

D R

I G

U E

Z

J

R O

D R

I G

U E

Z

D

B R

O W

N

P

E

N

60'0 30'

NOTES:

1. SEE SHEET C-101 FOR GENERAL NOTES AND LEGEND.

2. SEE ELECTRICAL PLANS FOR ELECTRICAL AND

COMMUNICATIONS INFRASTRUCTURE DEMOLITION.

3. SEE SHEET V100 FOR CONTROL POINT INFORMATION.

b

N o t m o v e d c u r d m o l a b e l r e m o v e s

A M b b b b b

S O

N A

R Y

W A

L L

M A

S O

N A

R Y

W A

L L

T

A

W I D

E

T

A

W I D

E

8" DIAMETER

19.7' TALL

6" DIAMETER

13.6' TALL

6" DIAMETER

11.9' TALL

6" DIAMETER

11.2' TALL

6" DIAMETER

18.9' TALL

6" DIAMETER

18.3' TALL

6" DIAMETER

16' TALL

8" DIAMETER

20.4' TALL

NO PARKING

1'X1.5' 6.1' TALL

NO PARKING

1'X1.5' 6.3' TALL

NO PARKING

1'X1.5' 6.0' TALL

2 POSTS INFO

4.5'X5.8' 8.2' TALL

2 POSTS INFO

4.5'X4.35' 8.1' TALL

CROSS WALK

2.5'X2.5' 9.7' TALL

CROSS WALK ARROW

1'X2' 6.0' TALL

NO PARKING

1.0'X1.5' 8.6' TALL

NO PARKING

1.0'X1.5' 8.5' TALL

NO PARKING

1.0'X1.5' 8.5' TALL

1 POST INFO

1.0'X1.5' 6.6' TALL

NO SMOKING

1.5'X1.0' 5.8' TALL

NO SMOKING

1.5'X1.0' 6.0' TALL

NO PARKING

1.0'X1.5' 8.6' TALL

10" DIAMETER OAK

19.4' TALL

36" DIAMETER

44.2' TALL

10" DIAMETER OAK

20.5' TALL

DOUBLE SWING GATE

CHAIN LINK

7' CHAIN LINK 3 BARB WIRES

7' CHAIN LINK

3 BARB WIRES

12" DIAMETER

24' TALL

ASPHALT

A S

P H

A L T

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

C O

N C

R E

T E

C O

N C

R E

T E

CONCRETE

CONCRETE

CONCRETE

C O

N C

R E

T E

C O

N C

R E

T E

C O

N C

R E

T E

C O

N C

R E

T E

SWING GATE

CHAIN LINK

C O

N C

R E

T E

C O

N C

R E

T E

BLDG. 123

ONE STORY BLOCK

15.4' TALL

BLDG. 124

THREE STORY BRICK

32.5' TALL

GRAVEL

GRAVEL

GRAVEL

ASPHALT

ASPHALT

GRAVEL

GRAVEL

A S

P H

A L T

A S

P H

A L T

ASPHALT

ASPHALT

ASPHALT

GRAVEL

GRAVEL

GRAVEL

GRAVEL

C

O

N

C

R

E

T

E

GRAVEL

C O

N C

R E

T E

C O

N C

R E

T E

ASPHALT

CONCRETE

GRASS

GRASS

GRASS

ASPHALT

ASPHALT

G R

A V

E L

CONCRETE

CONCRETE

C R

O Z

I E

R

S

T R

E E

T

B E

N E

T

S

T R

E E

T

P

L

A

N

T

E

R

P

L

A

N

T

E

R

GRAVEL

ASPHALT

SWING OUT

SWING OUT

SWING OUT

SWING OUT

SWING OUT

SWING OUT

SWING OUT

SWING OUT

SWING OUT

CONCRETE

GRASS

AC

P L A

N T

E R

P

L

A

N

T

E

R

DOUBLE SWING

CHAIN LINK

ATTACHED TO GATE

3.0'X2.0' 6.0' TALL

ATTACHED TO GATE

1.65'X1.65' 6.0' TALL

G

PINE

12" DIAMETER

28.8' TALL

C O

N C

R E

T E

C

O

N

C

R

E

T

E

C O

N C

R E

T E

CONCRETE

DETROIT STREET

DECIDUOUS

14" DIAMETER

29.6' TALL

NO PARKING

1.0'X1.5' 5.9' TALL

L

L

L

L

L

L

DECIDUOUS

8" DIAMETER

28.3' TALL

ANTENNA

83' TALL

AC

CP 105

CP 303

CP 301

CP 302

CP 400

CP 502

CP 501

MATCH LINE CD101

MATCH LINE CD102

S

S

S

S

S

D

D

6' DIAMETER CONCRETE W/ 2' LID

TOP=4245.69'

FL 24" RCP IN (S)=4239.69'

FL 18" RCP IN (W)=4241.44'

FL 36" RCP OUT (N)=4239.52'

G

G

G

G

R

C P

CB

W

W

W

W W

W

W

W

W

W

W

G

" R

C P

FUEL TANK

1,000 GALLON

x

L

E

T

T

O

P

6' DIAMETER CONCRETE

W/ 2' LID

TOP=4245.41'

FL 18" RCP IN (W)=4242.01'

FL 24" RCP OUT (N)=4240.61'

INLET

TOP=4246.04'

FL 18" RCP OUT (E)=4242.99'

T

T

T

M

G

G

PROPOSED CONSTRUCTION

LIMITS

REMOVE AIR

CONDITIONING

UNIT

REMOVE

2 FOOT

WALL

REMOVE

PAVERS

REMOVE

PLANTERS

REMOVE CHAIN LINK

SWING GATES

REMOVE

BOLLARD

REMOVE

BOLLARDS (37)

CRASH BEAM BARRIER

RELOCATION POINT

REMOVE DOUBLE

SWING GATE

170001

170002

170003

170004 170005

170006

170007170008

170009170010

170045

170046

170047

170048

170049170050

170051

170052

170053

170054

170055

170056

170057

REMOVE BOLLARDS (4)

I N

F O

R M

A T

I O

N

S

Y S

T E

M

F

A C

I L

I T

Y

W H

I T

E

S

A N

S

S I L

E

R

A N

G E

W H

I T

E

S

A N

D S

N

M

SHEET

SEQUENCE

NUMBER

1 2 3 4 5

D r a

D e s i g n e d b y

S u b m i t t e d b y

F i m e

D a t e

C o n t r a c t

N o

S o l i c i t a t i o n

N o

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

F O

R

S

T R

I C

T

T

A Y

L O

R

S

T

F O

R

T H

T

E X

A S

R e v i e w e d b y

FORT WORTH DISTRICT

US ARMY CORPS

OF ENGINEERS ®

B R

A N

T

J E

N S

E N

P

E

C H

I E

F

C

I V

C

T I O

N

D

C

B

A

P L

A

L E

P L

T

E

R e v

E N

G I N

E E

R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

O C

T O

B E

R

S y m b o l

D e s c r i p t i o n T r a c k i n g

N o

A c t i o n D a t e

W G

B

CD101

S I T

E

D

E M

O L

I T

I O

N

P L

J

R O

D R

I G

U E

Z

J

R O

D R

I G

U E

Z

D

B R

O W

N

P

E

N

40'10'0 20'

NOTES:

1. SEE SHEET C-101 FOR GENERAL NOTES AND LEGEND.

2. SEE ELECTRICAL PLANS FOR ELECTRICAL AND COMMUNICATIONS

INFRASTRUCTURE DEMOLITION.

3. SEE SHEET V100 FOR CONTROL POINT INFORMATION.

4. NOT USED.

5. SEE SHEET CD103 FOR ASPHALT DEMOLITION LIMIT TABLE.

b

N o o t u s e d a c a s h a m r r i e r r e l o c a t i o n p o i n t l a b e l

A M b b b b b b

M A

S O

N A

R Y

W A

L L

T

A

W I D

E

AUGUSTA

STREET

P

I

C

N

I

C

P

A

V

E

R

S

4.0' TALL

4.0' TALL

3.5' TALL

4.3' TALL

4.1' TALL

3.8' TALL

2.8' TALL

PLANTERS

3' TALL

3' TALL

3' TALL

3' TALL 3' TALL

3' TALL

3' TALL

3' TALL

3' TALL

2.5' TALL

3.5' TALL

3.5' TALL

CONCRETE

SPEED LIMIT

2.0'X1.5' 8.4' TALL

INFO

2.5'X4.0' 5.5' TALL

STOP SIGN

2.0'X2.0' 8.4' TALL

STREET SIGN

.5'X2.5' 7.8' TALL

STOP SIGN

2.0'X2.0' 9.6' TALL

FIRE STATION

2.5'X2.5' 10.2' TALL

NO PARKING

1.0'X1.5' 9.0' TALL

CROSS WALK ARROW

1'X2' 7.2' TALL

CROSS WALK

2.5'X2.5' 10.5' TALL

NO PARKING

1.0'X1.5' 6.5' TALL

2 POSTS INFO

6'X3.6' 7.3' TALL

NO PARKING

2.5'X2.0' 7.3' TALL

SPEED LIMIT

3.0'X2.0' 7.0' TALL

CROSS WALK ARROW

1'X2' 7.0' TALL

CROSS WALK

2.0'X2.0' 9.9' TALL

STOP SIGN

2.0'X2.0' 9.0' TALL

SPEED LIMIT

2.0'X2.5' 9.35' TALL

2 POSTS INFO

3'X5' 9.0' TALL

STOP SIGN

2.0'X2.0' 3.8' TALL

SWING UP GATE

HANDICAP

1.0'X1.0' 7.0' TALL

30" DIAMETER

2.5" DIAMETER

A S

P H

A L T

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

CONCRETE

CONCRETE

CONCRETE

C O

N C

R E

T E

C O

N C

R E

T E

C O

N C

R E

T E

C O

N C

R E

T E

CONCRETE

C O

N C

R E

T E

CHURCH

TWO STORY FRAME

52.6' STEEPLE

1 STORY ARCH BLDG.

25.5' TALL

1 STORY BLOCK

9.4' TALL

GRAVEL

GRAVEL

GRAVEL

CONCRETE

GRASS

GRASS

ASPHALT

ASPHALT

GRAVEL

GRAVEL

CONCRETE

ABERDEEN STREET

C R

O Z

I E

R

S

T R

E E

T

B E

N E

T

S

T R

E E

T

SWING OUT

SWING OUT

ASPHALT

ASPHALT

C O

N C

R E

T E

C

O

N

C

R

E

T

E

DIRT

DIRT

CONCRETE

7' CHAIN LINK

3 BARB WIRES

7' CHAIN LINK

3 BARB WIRES

DIRT

DIRT

3.5' TALL

2.5' TALL

2.5' TALL

3.5' TALL

ASPHALT

AC AC AC

AC AC

CP 106

CP 100

CP 202

CP 300

CP 500

PINE

8" DIAMETER

20.2' TALL

ASPHALT

MATCH LINE CD101

MATCH LINE CD102

S

S

S

S

S

G

NGAS METER

ABANDONED

ABANDONED

G

G

G

G

W

W

W

W

W

W

W

W

W

W

W

W

W

METER

INV=4245.51'

1.2'X0.8'

W

FLUME

METAL LID

FL=4249.55'

G

G

G

G

G

G

UNDERGROUND

CONNECTION

W

MW

CO

CO

W

T

T

T

T

T

T

T

T

E

4'X4' BOX W/ 2.3' LID

W/2.1' RISER

TOP=4249.17' INV=4243.37'

PROPOSED

CONSTRUCTION LIMITS

REMOVE PLANTERS (TYP)

REMOVE

BOLLARDS (4)

REMOVE

BOLLARDS (12)

REMOVE

BOLLARDS (12)

REMOVE

BOLLARDS

(3)

REMOVE

SIGNS

REMOVE

SIGNS

REMOVE

SIGNS

REMOVE

SIGN

REMOVE CONC

SIDEWALK

REMOVE

TREES

REMOVE

SIGNS

REMOVE CONC

SIDEWALKS

REMOVE CONC

SIDEWALKS

REMOVE

TREES

REMOVE CURB

AND GUTTERS

REMOVE CURB

AND GUTTERS

REMOVE CURB

AND GUTTERS

REMOVE CURB

AND GUTTERS

REMOVE CURB

AND GUTTERS

REMOVE

SIGN

REMOVE

PAVERS

REMOVE CONC

SIDEWALK

REMOVE

BOLLARDS (23)

REMOVE

SIGN

PARTIALLY REMOVE CONC

SIDEWALK

35.97

REMOVE

BOLLARDS (25)

REMOVE PLANTER (TYP.)

RELOCATE CRASH BEAM BARRIER

SEE SHEET CD101 FOR RELOCATION POINT

REMOVE

2 FOOT

WALL

170011

170012

170013170014

170015

170016

170017

170018

170019

170020

170021170022

170023

170024 170025

170026

170027

170028

170029

170030

170031

170032

170033

170034

170035

170036

170037

170038

170039

170040

170041

170042

170043

170044

170045

170058

170059

170060 170061170062

170063

170064

170065

170066

170067

170068

170069

170070

170071

170072

170073

170074

170075

170076

170077

170078

170079

170080

170081170082

170083

170084

170085

170086

170087

170088

170089

170090

170091

170092

170093 170094

170095

170096 170097

170098

170099

170100

170101

170102 170103

170104

170105

170106

170113

170114

170115

170123

170124

170125

170126

170127

170128

170129

170130

170131

170132

170133

170134

170135

170136

170137

170138 170139

170140

170141

170142

170143

170144

170145

170146

170147

170148

170149

I N

F O

R M

A T

I O

N

S

Y S

T E

M

F

A C

I L

I T

Y

W H

I T

E

S

A N

S

S I L

E

R

A N

G E

W H

I T

E

S

A N

D S

N

M

SHEET

SEQUENCE

NUMBER

1 2 3 4 5

D r a

D e s i g n e d b y

S u b m i t t e d b y

F i m e

D a t e

C o n t r a c t

N o

S o l i c i t a t i o n

N o

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

F O

R

S

T R

I C

T

T

A Y

L O

R

S

T

F O

R

T H

T

E X

A S

R e v i e w e d b y

FORT WORTH DISTRICT

US ARMY CORPS

OF ENGINEERS ®

B R

A N

T

J E

N S

E N

P

E

C H

I E

F

C

I V

C

T I O

N

D

C

B

A

P L

A

L E

P L

T

E

R e v

E N

G I N

E E

R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

O C

T O

B E

R

S y m b o l

D e s c r i p t i o n T r a c k i n g

N o

A c t i o n D a t e

W G

B

CD102

S I T

E

D

E M

O L

I T

I O

N

P L

J

R O

D R

I G

U E

Z

J

R O

D R

I G

U E

Z

D

B R

O W

N

P

E

N

40'10'0 20'

NOTES:

1. SEE SHEET C-101 FOR GENERAL NOTES AND LEGEND.

2. SEE ELECTRICAL PLANS FOR ELECTRICAL AND

COMMUNICATIONS INFRASTRUCTURE DEMOLITION.

3. SEE SHEET V100 FOR CONTROL POINT INFORMATION.

4. NOT USED.

5. SEE SHEET CD103 FOR ASPHALT DEMOLITION LIMIT

TABLE.

b

N o t u s e d l a b e l c r a s h a m b a r r i e r d e l e c u m o l a b e l

A M b b b b b b b b

10'

10'

CONTRACTOR LAYDOWN

AND STAGING AREA

BOUNDARY CONTRACTOR

LAYDOWN AND STAGING AREA

C R

O

ZI

ER

S

T

BE

N

ET

S

T

DETROIT ST

FRANKFORD ST

D Y

T-

ABERDEEN AVE

I N

F O

R M

A T

I O

N

S

Y S

T E

M

F

A C

I L

I T

Y

W H

I T

E

S

A N

S

S I L

E

R

A N

G E

W H

I T

E

S

A N

D S

N

M

SHEET

SEQUENCE

NUMBER

1 2 3 4 5

D r a

D e s i g n e d b y

S u b m i t t e d b y

F i m e

D a t e

C o n t r a c t

N o

S o l i c i t a t i o n

N o

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

F O

R

S

T R

I C

T

T

A Y

L O

R

S

T

F O

R

T H

T

E X

A S

R e v i e w e d b y

FORT WORTH DISTRICT

US ARMY CORPS

OF ENGINEERS ®

B R

A N

T

J E

N S

E N

P

E

C H

I E

F

C

I V

C

T I O

N

D

C

B

A

P L

A

L E

P L

T

E

R e v

E N

G I N

E E

R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

O C

T O

B E

R

S y m b o l

D e s c r i p t i o n T r a c k i n g

N o

A c t i o n D a t e

W G

B

G-102

C O

N T

R A

C T

Y

D O

W N

A N

D

S

T A

G I N

G

A

R E

A

J

R O

D R

I G

U E

Z

N

60'0 30'

NOTES:

1. SEE SHEET C-101 FOR GENERAL NOTES AND LEGEND.

2. SEE ELECTRICAL PLANS FOR ELECTRICAL AND COMMUNICATIONS

INFRASTRUCTURE DEMOLITION.

J

R O

D R

I G

U E

Z

D

B R

O W

N

P

E b b b b

R e m o v

B

F o o t p r i n t

A M

T

T

T

T

6'X12' BOX W/ 2.7' LID

TOP=4251.89'

INV=4242.29'

T

2.7' LID 3' RISER

TOP=4249.53' INV=4241.13'

8'X5' BOX W/ 1.9' LID

W/3' RISER

TOP=4249.44' INV=4241.04'

FIBER OPTIC

TOP=4249.30' INV=4242.29'

8'X4' BOX 1.9' LID W/3' RISER

TOP=4242.20' INV=4233.70'

8'X8' BOX W/ 2.65' LID

W/2.35' RISER

TOP=4244.46' INV=4235.06'

3 SIDED BOX 2.7' LID

W/2.25' RISER

TOP=4249.81' INV=4240.61'

TELEPHONE PEDASTAL

3'X1.5'X1.9' TALL

T

S

S

S

S

S

G

G

G

W

W

W

W

W

W

W

W

W

W

W

W

W

W

G

G

G

G

G

G

W

MW

CO

CO

STREET SIGN

.5'X2.5' 7.4'

TALL

STOP SIGN

2'X2' 8.5'

TALL

ONE WAY

1.0'X1.5' 6.9'

TALL

SPEED LIMIT

2.0'X1.5' 9.3'

TALL

DO NOT ENTER

2.5'X2.5' 9.6'

TALL

STOP SIGN

2.0'X2.0' 9.3'

TALL

DO NOT ENTER

2.5'X2.5' 9.6'

TALL

STOP SIGN

2.0'X2.0' 9.0'

TALL

RESERVED PARKING

1.0'X1.5' 6.6' TALL

ONE WAY

1.0'X1.5' 8.8'

TALL

ONE WAY

1.0'X1.5' 7.1'

TALL

DO NOT ENTER

2.0'X2.0' 9.4'

TALL

STOP SIGN

2.0'X2.0' 9.3'

TALL

DO NOT ENTER

2.0'X2.0' 9.5'

TALL

NO PARKING

1.0'X1.5' 9.0'

TALL

30" DIAMETER

29.5' TALL

30" DIAMETER

26.5' TALL

18" DIAMETER

25.5' TALL

12" DIAMETER

15.0' TALL

10" DIAMETER

23.7' TALL

20" DIAMETER

24.9' TALL

14" DIAMETER

37.0' TALL

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

CONCRETE

CONCRETE

CONCRETE

CONCRETE

BOULDERS

BOULDERS

C O

N C

R E

T E

GRAVEL

GRAVEL

GRAVEL

CONCRETE

C

O

N

C

R

E

T

E

GRAVEL

GRAVEL

GRAVEL

GRAVEL

GRAVEL

GRAVEL

GRAVEL

GRAVEL

GRAVEL

GRAVEL

GRAVEL

AUGUSTA

STREET

PLANTERS

PLANTERS

PLANTER

PLANTERS

P

I

C

N

I

C

P

A

V

E

R

S

FROM GPR

POSSIBLE PVC @

APPROX. 24" DEEP

FROM GPR

POSSIBLE PVC @

APPROX. 24" DEEP

ITEM LINES UP WITH

FIBER MARKER IN FRONT

OF OLD BLDG. 122

GPR DID NOT PICK UP

ANY FIBER CABLE THOUGH

4.0' TALL

4.0' TALL

3.5' TALL

4.3' TALL

4.1' TALL

3.8' TALL

2.8' TALL

PLANTERS

3' TALL

3' TALL

3' TALL

3' TALL 3' TALL

3' TALL

3' TALL

3' TALL

3' TALL

2.5' TALL

3.5' TALL

3.5' TALL

CONCRETE

SPEED LIMIT

2.0'X1.5' 8.4' TALL

INFO

2.5'X4.0' 5.5' TALL

STOP SIGN

2.0'X2.0' 8.4' TALL

STREET SIGN

.5'X2.5' 7.8' TALL

STOP SIGN

2.0'X2.0' 9.6' TALL

FIRE STATION

2.5'X2.5' 10.2' TALL

NO PARKING

1.0'X1.5' 9.0' TALL

CROSS WALK ARROW

1'X2' 7.2' TALL

CROSS WALK

2.5'X2.5' 10.5' TALL

NO PARKING

1.0'X1.5' 6.5' TALL

2 POSTS INFO

6'X3.6' 7.3' TALL

NO PARKING

2.5'X2.0' 7.3' TALL

SPEED LIMIT

3.0'X2.0' 7.0' TALL

CROSS WALK ARROW

1'X2' 7.0' TALL

CROSS WALK

2.0'X2.0' 9.9' TALL

STOP SIGN

2.0'X2.0' 9.0' TALL

SPEED LIMIT

2.0'X2.5' 9.35' TALL

2 POSTS INFO

3'X5' 9.0' TALL

STOP SIGN

2.0'X2.0' 3.8' TALL

SWING UP GATE

HANDICAP

1.0'X1.0' 7.0' TALL

30" DIAMETER

2.5" DIAMETER

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

CONCRETE

CONCRETE

CONCRETE

C O

N C

R E

T E

C O

N C

R E

T E

C O

N C

R E

T E

C O

N C

R E

T E

CONCRETE

C O

N C

R E

T E

CHURCH

TWO STORY FRAME

52.6' STEEPLE

1 STORY ARCH BLDG.

25.5' TALL

1 STORY BLOCK

9.4' TALL

GRAVEL

GRAVEL

CONCRETE

GRASS

ASPHALT

ASPHALT

GRAVEL

GRAVEL

CONCRETE

ABERDEEN STREET

C R

O Z

I E

R

S

T R

E E

T

SWING OUT

SWING OUT

ASPHALT

ASPHALT

C O

N C

R E

T E

C

O

N

C

R

E

T

E

DIRT

DIRT

CONCRETE

7' CHAIN LINK

3 BARB WIRES

7' CHAIN LINK

3 BARB WIRES

DIRT

DIRT

3.5' TALL

2.5' TALL

2.5' TALL

3.5' TALL

ASPHALT

AC

AC

AC

AC AC

CP 106

CP 100

CP 202

CP 300

CP 500

SPEED LIMIT

2.0'X2.5' 9.0'

TALL

PINE

8" DIAMETER

20.2' TALL

ASPHALT

E

4'X4' BOX W/ 2.3' LID

W/2.1' RISER

TOP=4249.17' INV=4243.37'

WOOD POLE

32.9' TALL 2 MASTS

1 WIRE

LOW=4275.26'

METAL POLE

38.0' TALL

6 WIRES

LOW=4271.87'

WOOD POLE

34.2' TALL 2 MASTS

5 WIRES 1 LIGHT

LOW=4268.34'

WOOD POLE

33.1' TALL 2 MASTS

6 WIRES 1 LIGHT

3 TRANSFORMERS

LOW=4267.98'

WOOD POLE

30.8' TALL 3 MASTS

6 WIRES 1 LIGHT

LOW=4258.11'

WOOD POLE

39.3' TALL 2 MASTS

6 WIRES 1 LIGHT

LOW=4262.10'

WOOD POLE

39.2' TALL 2 MASTS

5 WIRES

LOW=4269.99'

WOOD POLE

25.5' TALL

1 WIRE

LOW=4268.31'

WOOD POLE

38.7' TALL 2 MASTS

5 WIRES

LOW=4269.13'

WOOD POLE

38.5' TALL 1 MAST

1 LIGHT 5 WIRES

LOW=4270.83'

MATCH LINE V102

MATCH LINE V101

I N

F O

R M

A T

I O

N

S

Y S

T E

M

F

A C

I L

I T

Y

W H

I T

E

S

A N

S

S I L

E

R

A N

G E

W H

I T

E

S

A N

D S

N

M

SHEET

SEQUENCE

NUMBER

1 2 3 4 5

D r a w n b y

D e s i g n e d b y

S u b m i t t e d b y

F i l e

N a m e

D a t e

C o n t r a c t

N o

S o l i c i t a t i o n

N o

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

F O

R

S

T R

I C

T

T

A Y

L O

R

S

T

F O

R

T H

T

E X

A S

R e v i e w e d b y

FORT WORTH DISTRICT

US ARMY CORPS

OF ENGINEERS ®

B R

A N

T

J E

N S

E N

P

E

C H

I E

F

C

I V

I L

S

E C

T I O

N

D

C

B

A

P L O

T

S

C A

L E

P L O

T

D

A T

E

R e v

E N

G I N

E E

R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

O C

T O

B E

R

S y m b o l

D e s c r i p t i o n

T r a c k i n g

N o

A c t i o n

D a t e

W G

B

J R

O D

R I G

U E

Z

J R

O D

R I G

U E

Z

D B

R O

W N

P

E

V101

E X

I S

T I N

G

C

O N

D I T

I O

N S

S U

R V

Y

A

N

I

N

40'10'0 20'

NOTES:

1. SEE SHEET C-101 FOR GENERAL NOTES AND LEGEND.

2. SEE SHEET V100 FOR CONTROL POINT INFORMATION.

b b b

R e m o v e

B f o o t p r i n t a n d s i d e w a l k s

A M