W912QR23B0006-0001.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

Re: 81st Readiness Division NEFF Staging Fort Jackson, SC

This amendment is issued to incorporate replacement of Plan Sheet S-001 General Notes and Pole Base details in its entirety and Davis-Bacon Act Wage Determination #: SC20230050 dated 1/6/23.

See Summary of Changes for details.

1. CONTRACT ID CODE PAGE OF PAGES

1 6

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

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. 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 W912QR23B0006

X 9B. DATED (SEE ITEM 11)

13-Mar-2023

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

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

31-Mar-2023

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912QR23B0006-0001

W912QR23B0006

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 0001

A. The following PLAN SHEETS have been replaced in their entirety:

S-001 GENERAL NOTES AND POLE BASE DETAILS

B. Davis-Bacon Act Wage Determination #: SC20230050 dated 1/6/23 is included.

SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS

The following have been added by full text:

WAGE DETERMINATION 1/6/2023

Davis-Bacon Act WD #: SC20230050

"General Decision Number: SC20230050 01/06/2023

Superseded General Decision Number: SC20220050

State: South Carolina

Construction Type: Heavy

Counties: Calhoun, Lexington, Richland and Saluda Counties in South Carolina.

HEAVY CONSTRUCTION PROJECTS

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60).

|If the contract is entered |. Executive Order 14026 | |into on or after January 30, | generally applies to the | |2022, or the contract is | contract. | |renewed or extended (e.g., an |. The contractor must pay |

|option is exercised) on or | all covered workers at | |after January 30, 2022: | least $16.20 per hour (or | | | the applicable wage rate | | | listed on this wage | | | determination, if it is | | | higher) for all hours | | | spent performing on the | | | contract in 2023. | |If the contract was awarded on|. Executive Order 13658 | |or between January 1, 2015 and| generally applies to the | |January 29, 2022, and the | contract. | |contract is not renewed or |. The contractor must pay all| |extended on or after January | covered workers at least | |30, 2022: | $12.15 per hour (or the | | | applicable wage rate listed| | | on this wage determination,| | | if it is higher) for all | | | hours spent performing on | | | that contract in 2023. |

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at http://www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/06/2023

IRON0848-001 07/01/2022

Rates Fringes

IRONWORKER, STRUCTURAL...........$ 27.35 16.65

SUSC2011-048 11/02/2011

Rates Fringes

CARPENTER, Includes Form Work....$ 14.85 ** 0.00

LABORER: Common or General......$ 9.00 ** 1.92

LABORER: Pipelayer..............$ 13.50 ** 2.41

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 18.00 0.00

OPERATOR: Grader/Blade..........$ 20.11 1.39

OPERATOR: Loader................$ 10.50 ** 1.98

TRUCK DRIVER.....................$ 14.15 ** 2.32

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

** Workers in this classification may be entitled to a higher minimum wage under Executive Order 14026 ($16.20) or 13658 ($12.15). Please see the Note at the top of the wage determination for more information.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISIO"

(End of Summary of Changes)

HORIZ. ANCHOR ROD

SUPPORT TOP AND BOTTOM

(SECURE WITH WIRE TIES)

(14) - #8 VERT.

3'-0"

3" CLR. TYP.

BOLT LAYOUT AND

BASEPLATE BY LIGHTPOLE

MANUFACTURER.

COORDINATE WITH

EQUIPMENT PURCHASED.

10" Ø ALUMINUM LIGHT

POLE (SEE NOTE ABOVE)

10" Ø LIGHT POLE

(SEE NOTES ABOVE)

COORDINATE END

PROTRUSION WITH

EQUIPMENT

PURCHASED

HORIZ. ANCHOR

ROD SUPPORT TOP

AND BOTTOM

(SECURE WITH

WIRE TIES)

GRADE OR

PAVEMENT

'-0

(4) 1" Ø x 36" LONG ANCHOR RODS W/

4" L- PROJECTION BY LIGHTPOLE

MANUFACTURER

(AT CONTRACTOR'S OPTION, (4) 1" Ø x 42" LONG RODS W/ 3x3x1/4 PLATE

WASHERS AND HEAVY HEX NUTS MAY

BE APPROVED)

(3) - #3 CIRCULAR TIES WITHIN TOP

5" OF CONC. W/ 8" MIN. OVERLAPS

(STAGGER LAPS 180° OPPOSITE

ALTERNATING)

3/4" x 10' MIN.

GROUND ROD

CIRCULAR #3 TIES @ 16"

O.C. W/ 8" MIN. OVERLAP

(STAGGER LAPS 180°

OPPOSITE ALTERNATING)

30" CIRCULAR

REINFORCING CAGE

4' -0

3'-0"

PR

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JE

C

TI

O

N

1/ 4"

B O

LT

NON-SHRINK GROUT LEVELING BED

3/4 CHAMFER (TYP.)

INSULATED COPPER GROUNDING

CONDUCTOR ATTACHED TO INTERNAL

LUG WELDED TO INTERIOR OF POLE.

SIZE PER NFPA 70.

CIRCUIT CONDUCTORS

AND CONDUIT TO POWER

SOURCE OR NEXT POLE

COPPER EQUIPMENT GROUNDING

CONDUCTOR. ATTACH TO INTERNAL

LUG WELDED TO INTERIOR OF POLE.

CONDUCTOR TO BE SAME SIZE AND

TYPE AS SUPPLY PHASE CONDUCTOR.

CIRCUIT

CONDUCTORS

AND CONDUIT TO

POWER SOURCE

OR NEXT POLE

GRADE OR

PAVEMENT 4'

-0

3'-0"

LUMINAIRE

NOT SHOWN

'-0

DESIGN REFERENCES:

1.

CODES AND STANDARDS:

IBC 2018 INTERNATIONAL BUILDING CODE, 2018 EDITION

ASCE/SEI 7-16 MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR

BUILDINGS AND OTHER STRUCTURES

UFC 3-301-01 STRUCTURAL ENGINEERING

UFC 4-010-01 DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS

ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

REPORTS AND STUDIES:

GEOTECHNICAL ENGINEERING REPORT FOR NEFF STAGING

PERFORMED BY SCHNABEL ENGINEERING.

a. PROJECT NO. 19C19041.00

b. DATED 02/21/2020

GENERAL NOTES:

1.

2.

3.

4.

5.

6.

7.

THE STRUCTURE IS DESIGNED AS A STABLE UNIT AFTER ALL COMPONENT

PARTS ARE IN PLACE. THEREFORE, THE CONTRACTOR/ERECTOR SHALL

PROVIDE ALL NECESSARY SHORING AND BRACING AS REQUIRED TO ENSURE

STABILITY DURING ERECTION.

WHEN A DETAIL IS SHOWN ON THE STRUCTURAL DRAWINGS FOR ONE

CONDITION, IT SHALL APPLY TO ALL SIMILAR OR LIKE CONDITIONS, UNLESS

NOTED OR SHOWN OTHERWISE ON THE DRAWINGS.

CONTRACTOR SHALL FULLY COORDINATE ALL DISCIPLINE DRAWINGS

(INCLUDING DIMENSIONS AND ELEVATIONS) AND SHALL FULLY RESOLVE ANY

CONFLICTS PRIOR TO COMMENCING WORK.

FABRICATION DRAWINGS SHALL NOT BE REPRODUCTION OF STRUCTURAL

CONTRACT DRAWINGS.

MISCELLANEOUS STRUCTURAL ITEMS, CONDITIONS OR PIECES OF STEEL MAY

BE SHOWN ON CIVIL DRAWINGS.

CONTRACTOR SHALL CONSULT GOVERNMENT FOR DIRECTION SHOULD

UNCHARTED OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE

ENCOUNTERED DURING SITE CLEARING, GRADING AND EXCAVATION.

DESIGN CRITERIA:

A: WIND LOADS

a. ULTIMATE WIND SPEED, Vult: 117 MPH

b. RISK CATEGORY: II

c. WIND EXPOSURE: C

d. FORCE COEFFICIENT: C f = 0.7 (POLE)

Cf = 2.0 (LUMINAIRE)

e. DESIGN WIND PRESSURE: 33 PSF

B: SEISMIC LOADS

a. RISK CATEGORY: II

b. SEISMIC IMPORTANCE FACTOR, Ie: 1.00

c. MAPPED SPECTRAL RESPONSE, SS = 0.350

S1 = 0.120

d. SITE CLASS: D

e. DESIGN SPECTRAL RESPONSE, SDS = 0.354

SS1 = 0.183

f. SEISMIC DESIGN CATEGORY: C

g. COMPONENT RESPONSE MODIFICATION FACTOR: Rp = 1.5

h. COMPONENT AMPLIFICATION FACTOR: a p = 1.0

i. DESIGN FORCE: Fp = 116 LBS

j. ANALYSIS PROCEDURE: NON-STRUCTURAL COMPONENTS

FOUNDATION NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

STRUCTURAL FOUNDATION DESIGN IS BASED UPON AN ALLOWABLE

SOIL BEARING CAPACITY OF 2,000 PSF.

LATERAL SOIL PRESSURE BASED ON SOIL DENSITY OF 125 PCF WITH AN

ANGLE OF INTERNAL REPOSE OF 30 DEGREES.

ALL FOUNDATIONS ARE TO BEAR ON UNDISTURBED IN-SITU SOIL OR ON

TESTED STRUCTURAL BACKFILL. FILL SHALL BE PLACED IN UNIFORM

LIFTS OF NO MORE THAN 8 INCHES THICK AND COMPACTED TO 95%

MODIFIED PROCTOR VALUE FOR BACKFILL IN ACCORDANCE WITH ASTM

D-1557 (THIS INCLUDES THE LAYER OF CLEAN WASHED SAND OR STONE

FOR SLABS ON GRADE). THE MAXIMUM PARTICLE SIZE FOR FILL

PLACEMENT SHALL NOT EXCEED 1/2 OF THE LIFT THICKNESS.

MAINTAIN POSITIVE SURFACE DRAINAGE TO PREVENT THE

ACCUMULATION OF WATER IN EXCAVATED AREAS.

MATERIAL TO BE USED AS FILL SHALL BE TESTED BY AN APPROVED

TESTING LABORATORY TO DETERMINE SUITABILITY PRIOR TO BEING

PLACED.

REMOVE ALL ORGANIC AND DELETERIOUS MATERIAL.

SURFACE AREAS AT GRADE AND AREAS TO RECEIVE FILL SOILS SHALL

BE DETERMINED WITHIN ±2 PERCENTAGE POINTS OF THE OPTIMUM

MOISTURE CONTENT DETERMINED FROM THE MODIFIED PROCTOR

TEST.

IMMEDIATELY PRIOR TO CONSTRUCTION, SUB GRADE SOILS SHALL BE

PROOF ROLLED WITH A FULLY LOADED TANDEM-AXLE DUMP TRUCK OR

SIMILAR EQUIPMENT TO DETECT ANY UNSTABLE AREAS. THE PROOF

ROLLING EQUIPMENT SHALL MAKE A MINIMUM OF FOUR PASSES OVER

EACH SECTION, WITH THE LAST TWO PASSES PERPENDICULAR TO THE

FIRST TWO. ANY AREAS WHICH PUMP OR RUT SHALL BE UNDERCUT OR

SCARIFIED AND DENSIFIED IN PLACE AND PROOF ROLLED AGAIN

CONTRACTOR SHALL NOTIFY GOVERNMENT PRIOR TO COMMENCEMENT

OF PROOF ROLLING OPERATIONS.

FILL PLACEMENT SHALL NOT BEGIN UNTIL PROOF ROLLING OPERATIONS

ARE SUCCESSFUL.

1.

2.

3.

4.

5.

6.

7.

8.

CONCRETE COMPRESSIVE STRENGTH SHALL BE 4,500 PSI AT 28 DAYS

FOR EXTERIOR CONCRETE PER CHAPTER 19 OF ACI 318-14.

CONCRETE SHALL BE NORMAL WEIGHT.

REINFORCEMENT STEEL SHALL BE ASTM A615, GRADE 60. AND SHALL

BE PLACED AT MID-DEPTH OF SLAB, UNLESS OTHERWISE NOTED.

PROPORTION AND DESIGN CONCRETE MIXES TO RESULT IN CONCRETE

SLUMP AT POINT OF PLACEMENT NOT LESS THAN 3" AND NOT MORE

THAN 5".

ADDITION OF WATER TO READY-MIX IN THE FIELD SHALL NOT BE

ALLOWED.

SEE SECTION 20.6 OF ACI 318 FOR MINIMUM REINFORCEMENT

PROTECTION REQUIREMENTS.

SEE SPECIFICATION SECTION 03 30 00 FOR ADDITIONAL INFORMATION.

TYPICAL CLASS B REINFORCEMENT SPLICES SHALL BE AS FOLLOWS

UNLESS OTHERWISE NOTED:

CONCRETE NOTES:

STRUCTURAL STEEL:

1.

2.

3.

4.

5.

6.

7.

8.

ANCHOR RODS SHALL BE ASTM F1554 Gr. 36, THREADED ON EACH END, WITH

HEAVY HEX NUT AND WASHER AT EACH END UNLESS OTHERWISE NOTED.

MINIMUM ANCHOR ROD LENGTH AND DIAMETER SHALL BE SPECIFIED ON THIS

SHEET.

ALL WELDED CONSTRUCTION SHALL BE IN ACCORDANCE WITH AWS D1.1 AND

AISC.

WELDING SHALL BE PERFORMED ONLY BY OPERATORS QUALIFIED BY THE AWS

STANDARD QUALIFICATION PROCEDURE TO PERFORM THE PARTICULAR TYPE OF

WORK REQUIRED.

MEMBERS EXPOSED TO WEATHER IN FINISHED STRUCTURE SHALL BE

GALVANIZED AFTER FABRICATION UNLESS NOTED OTHERWISE.

STEEL BELOW GRADE SHALL BE PROTECTED BY A MINIMUM OF 3" OF CONCRETE.

GROUT UNDER BEARING PLATES SHALL BE OF NON-SHRINK, NON-METALLIC

COMPOSITION.

NO SPLICES IN STRUCTURAL FRAMING MEMBERS ARE PERMITTED EXCEPT AS

INDICATED OR APPROVED.

STRUCTURAL STEEL SHALL BE AS FOLLOWS:

8.1 PLATES, ANGLES, CHANNELS, MISC. STEEL ASTM A36

8.2 HSS ASTM A1085, Gr. A

8.3 PIPES ASTM A53

f'c #4 #5 #6 #7 #8

4,500 PSI 18" 23" 27" 40" 45"

LAP SPLICE BY BAR SIZE

1"

8"

2" DOMED CONC.

8" DIAM.

(SCHEDULE 80)

STEEL PIPE

FILL WITH CONC.

AND PAINT

SAFETY YELLOW

CONC.

ENCASEMENT

4' -3

4'

-0

2'-0" MIN 3"

GRADE OR

CONCRETE

1/8"

3/

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WITH SEALANT

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SCALE: 3/4" = 1'-0"E1 PLAN

SCALE: 3/4" = 1'-0"A1 FOUNDATION DETAIL

SCALE: 3/8" = 1'-0"A4 LIGHT POLE ELEVATION

1.

2.

3.

NOTES:

SEE ES101 FOR LIGHTING PLAN

SEE E-501 FOR LIGHT FIXTURE SCHEDULE

THE CONTRACTOR SHALL SUBMIT PRODUCT DOCUMENTS AND

DATA TO THE GOVERNMENT FOR REVIEW AND APPROVAL AND

SHALL COORDINATE PRODUCT INSTALLATION AND DETAILING

WITH THESE CONSTRUCTION DOCUMENTS.

SCALE: NOT TO SCALEA5 CONTROL JOINT DETAIL

SCALE: NOT TO SCALEB5 PIPE BOLLARD DETAIL

DOCK BUMPER NOTES:

LAMINATED 18”W X 10”H X 6”D DOCK

BUMPERS SHALL BE SPACED MIN. 18"

APART. RUBBER PADS SHALL BE PUNCHED

TO RECEIVE STEEL SUPPORT RODS WITH

STEEL FACE EQUAL TO RUBBER SURFACE

DIMENSION. ANCHORS INTO CONCRETE

WALL PER PRODUCT MANUFACTURER

RECOMMENDATION. APPROVED PRODUCTS:

(1) BLUE GIANT MODEL BG610-18; (2)

DURABLE ITEM #B610-18; (3) BEACON

BDB1018-6; (4) ALTERNATE PRODUCTS MAY

BE PRE-APPROVED AS LONG AS THEY MEET

OR EXCEED THE REQUIREMENTS

INDICATED ABOVE AND MEET OR EXCEED

ALL ASPECTS OF THE THREE BASIS OF

DESIGN PRODUCTS INDICATED ABOVE.

METAL RAILING NOTES:

FABRICATE FROM 1-1/2" NOMINAL STEEL PIPE

WITH HOT DIPPED GALVANIZED COATING.

RAILINGS ARE TO MEET OSHA STANDARDS.

CLEAN HANDRAIL OF ALL LOOSE SCALE, OIL,

AND DIRT IN ACCORDANCE WITH

MANUFACTURER RECOMMENDATIONS.

APPLY WATER BASED GALVANIZED PRIMER

PLUS TWO COATS ACRYLIC LATEX PAINT.

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FESS I ONA L

E N G I N E E R

7/13/20223/29/2023