70Z08226BCEUM0001 Drawings.pdf

PDF 2 MB Posted Jul 2, 2026

Attached to: REBUILD BAHIA DE GUAYANILLA ENTRANCE RANGE REAR LIGHT AT UNITED STATES COAST GUARD AIDS TO NAVIGATION (ANT) PUERTO RICO.
Solicitation number: 70Z08226BCEUM0001
Issued by: Department of Homeland Security US Coast Guard

About this file

Written by GovTribe AI · Jul 2, 2026

Summary: USCG Bahia de Guayanilla Entrance RRL Design Documentation

This is a set of final design drawings and structural notes for the rebuild of the Bahia de Guayanilla Entrance Range and Range Light (RRL) aid to navigation structure, USCG Project Number 13832866, located at latitude 17°59'06.99" North and longitude 66°40'50.88" West in Puerto Rico. The project involves removing the existing metal tower and steel piles embedded at the mudline and constructing a new James River Ice Resistant Structure (JRIRS) platform foundation. The new structure consists of a four-pile steel dolphin foundation with an 18-inch diameter king pile and three 12-inch diameter batter piles, all to be driven to refusal or a minimum of 45 tons. An eight-foot square steel platform with fiberglass grating will support a 10-foot-tall steel skeleton lattice tower designed to withstand 180 mph wind speeds with maximum deflection of 0.5 degrees at the optics mounting plate. Piles are assumed to embed 50 feet into the mudline, with water depths fluctuating between 10 and 15 feet seasonally.

All structural steel shall be ASTM A572 Grade 50 or specified alternatives, with comprehensive coating and corrosion protection using organic zinc primer and coal tar epoxy topcoat achieving a minimum 20-mil dry film thickness. The tower must support a 600-pound capacity davit, 300-pound concentrated loads, and 60 psf distributed loads on the optics platform. Fiberglass reinforced plastic grating anchored with pre-welded studs, safety climb systems on all ladders, fiberglass equipment enclosures for batteries and electrical panels, and all handrails and safety features must meet OSHA requirements. The contractor is responsible for field verification of all dimensions and conditions, survey control, detailed shop drawing submission for approval prior to fabrication, and final position surveying of the completed structure.

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Other files

File	Type	Posted
Abstract of Offers_70Z08226BCEUM0001.pdf	PDF	Aug 26, 2026
Amendment 03_IFB 70Z08226BCEUM0001.pdf	PDF	Aug 17, 2026
USCG Benthic Report_PR_9Jan2025.pdf	PDF	Aug 17, 2026
Specifications_14Aug26_70Z08226BCEUM0001.pdf	PDF	Aug 17, 2026
IFB 70Z08226BCEUM0001_31July26.pdf	PDF	Jul 31, 2026
Amendment 02_IFB 70Z08226BCEUM0001.pdf	PDF	Jul 31, 2026
SF24_Bid Bond.pdf	PDF	Jul 31, 2026
Amendment 01_IFB 70Z08226BCEUM0001.pdf	PDF	Jul 28, 2026
IFB 70Z08226BCEUM0001.pdf	PDF	Jul 2, 2026
70Z08226BCEUM0001 Specifications.pdf	PDF	Jul 2, 2026

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ROBERT A. GUZMAN

EVA I. PORRAS

GRAHAM SHERMAN, LCDR

U.S. COAST GUARD

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DESIGN CHIEF SUPERVISOR

EXECUTIVE OFFICER

DESIGN PROJECT MANAGER

BAHIA DE GUAYANILLA ENTRANCE RRL (LLNR 32075)

VICINITY MAP

SCALE: NTS

DRAWING INDEX

SHEET ID SHEET # SHEET TITLE

GENERAL

G-001 1 COVER SHEET

STRUCTURAL

S-001 2 STRUCTURAL NOTES

S-002 3 ATON STRUCTURE ELEVATION AND DETAILS

S-003 4 PLATFORM FRAMING AND DETAILS

S-004 5 PLATFORM GRATING DETAILS

S-005 6 TOWER ELEVATION AND DETAILS

S-006 7 TOWER PLATFORM ELEVATION AND DETAILS

USCG PROJECT NUMBER: 13832866

REBUILD BAHIA DE GUAYANILLA ENTRANCE

RRL (LLNR 32075), AIDS TO NAVIGATION TEAM (ANT)

PUERTO RICO

U.S. COAST GUARD

CIVIL ENGINEERING UNIT

MIAMI

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PROJECT LOCATION

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RANGE TOWER NOTES:

1. ALL DIMENSIONS, ELEVATIONS AND CONDITIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. ANY

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER BEFORE ORDERING

MATERIALS AND PROCEEDING WITH THE AFFECTED PART OF THE WORK.

2. CONTRACTOR SHALL MAINTAIN ADEQUATE SURVEY CONTROL AT ALL TIMES TO ESTABLISH AND MAINTAIN ALL

LINES AND ELEVATIONS.

3. STRUCTURAL STEEL CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE STEEL CONSTRUCTION MANUAL OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, UNLESS OTHERWISE DETAILED.

4. ALL STRUCTURAL STEEL SHAPES SHALL BE ASTM A572, GRADE 50 UNLESS OTHERWISE NOTED:

a. MONOPILE ASTM A252, GRADE 3, SEAMLESS OR STRAIGHT SEAM.

b. HSS SECTIONS ASTM A500, GRADE B, 46 KSI MIN. YIELD STRENGTH.

c. STEEL PIPE HANDRAILS ASTM A53, TYPE E OR S, GRADE B.

5. ALL STRUCTURAL MEMBERS AND CONNECTIONS SHALL BE PROVIDED WITH COATING AND CORROSION

PROTECTION SYSTEM IN ACCORDANCE WITH THE STEEL TREATMENT SCHEDULE.

6. ALL HSS SECTIONS SHALL BE SEALED AT OPEN ENDS WITH A 3 8" CLOSURE PLATE SEAL WELDED ALL AROUND.

7. SUBMIT DETAILED SHOP DRAWINGS TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL PRIOR TO

THE FABRICATION OR DELIVERY OF ANY STEEL.

8. ALL BOLTS SHALL BE ASTM A325, TYPE 1 UNLESS NOTED OTHERWISE.

9. ALL CONNECTIONS SHALL BE MADE WITH A 5/16" FILLET WELD OR PARTIAL PENETRATION GROOVE WELD, UNLESS NOTED OTHERWISE. ALL WELDS REGARDLESS OF TYPE SHALL BE WELDED ALL AROUND AND CONFORMING TO AWS D1.1 AND BE MADE WITH E70-XX ELECTRODES. ALL WELDS TO COMPLETELY SEAL

CONNECTIONS.

10. PROVIDE ACCESS HATCH COVERS CONSTRUCTED OF STEEL FRAMING WITH THE SAME FIBERGLASS GRATING AS THE DECK. THE HATCH ASSEMBLY SHALL INCLUDE A LOCKING MECHANISM AND A COUNTER WEIGHT SUCH THAT IT HAS AN OPENING WEIGHT OF NO GREATER THAN 7 LBS. ALL HARDWARE AND CONNECTIONS SHALL BE

VANDALPROOF.

11. PROVIDE FIBERGLASS EQUIPMENT ENCLOSURES TO HOUSE BATTERIES AND ELECTRICAL PANELS. HUTS SHALL BE SPECIFICALLY DESIGNED FOR HEAVY COMMERCIAL SERVICE IN A MARINE ENVIRONMENT AND SUITABLE TO HOUSE ELECTRICAL EQUIPMENT. THE HUTS SHALL HAVE THE FOLLOWING SPECIFIC

CAPABILITIES:

a. NATURAL VENTILATION

b. 36-INCH DOOR WIDTH

c. INSULATED AND WEATHER TIGHT

d. WALLS DESIGNED TO SUPPORT ELECTRICAL PANELS

e. DIMENSIONS OF 6' WIDE X 6' LONG X 8' HIGH (RRL).

f. DESIGNED TO WITHSTAND WIND SPEEDS OF 180 MPH AND WITH SUFFICIENT CONNECTIONS TO TO

TRANSMIT ALL WIND LOADS TO THE TOWER.

12. ALL LADDERS SHALL BE OUTFITTED WITH A SAFETY CLIMB SYSTEM, COMPATIBLE WITH ANTENNA PRODUCTS, INC. SAFETY CLIMB SYSTEM TUBULAR RAIL SLEEVE. THE SAFETY CLIMB SYSTEM SHALL BE INSTALLED IN

ACCORDANCE WITH ANTENNA PRODUCTS, TECHNICAL MANUAL FOR SAFETY CLIMBING EQUIPMENT

INSTALLATION.

13. DECKING SHALL BE FIBERGLASS REINFORCED PLASTIC (FRP) GRATING AND ANCHORED TO THE FRAMING

USING PRE-WELDED STUDS TO PREVENT DAMAGE TO THE COATING SYSTEM.

14. ALL HANDRAILS, LADDERS AND OTHER SAFETY FEATURES SHALL MEET THE REQUIREMENTS OF OSHA.

LATTICE TOWER NOTES:

1. THE STEEL LATTICE TOWER CONSISTING OF THE STRUCTURE EXTENDING FROM THE MAIN

PLATFORM TO THE OPTICS DECK, AND INCLUDING THE OPTICS DECK, IS PERFORMANCE

SPECIFIED TO ALLOW FLEXIBILITY IN THE SELECTION OF THE TOWER STRUCTURE TYPE AND

CONFIGURATION TO MEET THE MINIMUM LOADING REQUIRED. THEREFORE THE DESIGN,

FABRICATION, AND INSTALLATION OF THE LATTICE TOWER IS A REQUIREMENT OF THIS

CONTRACT. THE FOLLOWING CRITERIA ARE CONSIDERED MINIMUM REQUIREMENTS OF THE

DESIGN.

a. DESIGN WIND LOAD SHALL BE FOR A MINIMUM WIND SPEED OF 180 MPH

b. MAXIMUM DEFLECTION SHALL BE 0.5 DEGREES AT OPTICS MOUNTING PLATE.

c. LIVE LOAD SHALL INCLUDE A 300 POUND CONCENTRATED LOAD ON ANY PORTION OF THE

STRUCTURE, COMBINED WITH A 60 PSF LOAD OVER THE ENTIRE OPTICS PLATFORM, AND

REACTIONS FROM A 600 POUND CAPACITY DAVIT.

d. TOWER SHALL BE FABRICATED OF GALVANIZED STEEL MEETING THE MINIMUM

REQUIREMENTS OF ASTM A36 AND A123.

e. THE TOWER FOOTPRINT IS INTENDED TO HAVE 3 LEGS AS LOCATED ON THESE DRAWINGS.

ALTERNATIVE CONFIGURATIONS MAY BE PERMITTED PROVIDED THE TOWER LEGS BEAR

DIRECTLY ON A STEEL PIPE BEAM.

f. ALL HANDRAILS, LADDERS AND OTHER SAFETY FEATURES SHALL MEET THE

REQUIREMENTS OF OSHA.

2. SAFETY CLIMB SYSTEM, COMPATIBLE WITH ANTENNA PRODUCTS, INC. SAFETY CLIMB SYSTEM

TUBULAR RAIL SLEEVE. THE SAFETY CLIMB SYSTEM SHALL BE INSTALLED IN ACCORDANCE

WITH ANTENNA PRODUCTS, TECHNICAL MANUAL FOR SAFETY CLIMBING EQUIPMENT

INSTALLATION.

3. DECKING SHALL BE FIBERGLASS REINFORCED PLASTIC (FRP) GRATING AND ANCHORED TO THE

FRAMING.

STEEL TREATMENT NOTES:

1. THE INTEGRITY OF THE COATING SYSTEM IS PARAMOUNT TO THE DESIGN SERVICE LIFE AND

REQUIRES SPECIAL CARE DURING CONSTRUCTION TO MINIMIZE DAMAGE.

2. THE PROJECT HAS BEEN SPECIFICALLY DESIGNED TO MINIMIZE FIELD WELDING AND THE

EXPECTATION IS THAT ALL WELDING WILL BE COMPLETED IN THE FABRICATION SHOP PRIOR TO

COATING.

3. APPURTENANCES SUCH AS THE GRATING, HANDRAILS, LIGHT AND MAINTENANCE STANDS,

RAPTOR STAND ETC. SHALL BE FABRICATED WITH PRE-WELDED ATTACHMENT STUDS OR

MALE/FEMALE CONNECTIONS TO ALLOW ATTACHMENT IN THE FIELD WITHOUT WELDING.

4. APPLY JOINT SEALANT TO BACK-TO-BACK STEEL BOLTED CONNECTIONS.

COATING WORK PLAN

LOCATION OF ATONS:

GENERAL SCOPE OF WORK:

LOCATION OF BAHIA DE GUAYANILLA ENTRANCE RRL (LLNR 32075):

LATITUDE: 17 DEGREES 59 MINUTES 06.99 SECONDS NORTH

LONGITUDE: 66 DEGREES 40.5 MINUTES 50.88 SECONDS WEST

THE SITE IS LOCATED ON THE ENTRANCE TO THE BAHIA DE GUAYANILLA,

PUERTO RICO. THE LOCATION IS SHOWN ON DRAWING SHEET G-001.

THE NEW STRUCTURE WILL CONSIST OF A METAL SKELETON TOWER DESIGN MOUNTED AND BOLTED TO A METAL PLATFORM SUPPORTED ON STEEL PILES. THE FOLLOWING IS A GENERAL SUMMARY OF

THE WORK:

1. REMOVE THE EXISTING METAL TOWER AND STEEL PILES THAT ARE EMBEDDED IN THE

MUDLINE, INCLUDING ANY DEBRIS STILL ATTACHED TO OR SURROUNDING THE STRUCTURE.

THE PILES SHALL BE CUT AT THE MUD LINE ELEVATION (NOT PULLED OUT). DISPOSE IN

ACCORDANCE WITH STATE AND FEDERAL LAWS.

2. SURVEY AND MARK THE LOCATION OF THE EXISTING STRUCTURE ON THE OCEAN BOTTOM

WITH A TIMBER PILE MARKER FOR PLACEMENT OF THE NEW STRUCTURE.

3. CONSTRUCT THE NEW JAMES RIVER ICE RESISTANT STRUCTURE (JRIRS) PLATFORM

FOUNDATIONS SUPPORTED ON STEEL PILES FOR THE STRUCTURE AS -PER DETAILS ON

THESE DRAWINGS.

4. THE NEW JRIRS STRUCTURE WILL CONSIST OF A FOUR-PILE STEEL DOLPHIN AND AN EIGHT

FEET SQUARE STEEL PLATFORM WITH FIBERGLASS GRATING THAT WILL SERVE AS THE

FOUNDATION FOR A STEEL SKELETON TOWER. AN 18-INCH DIAMETER BY ½-INCH THICK "KING

PILE" WILL BE DRIVEN ON THE SURVEYED POSITION, A STRUCTURAL STEEL JRIRS SLEEVE

TEMPLATE AS SHOWN IN THE DRAWINGS WILL BE PLACED OVER THE "KING PILE" AND THREE

12-INCH BY ½-INCH DIAMETER BATTER PILES WILL BE DRIVEN THROUGH THE SLEEVE

TEMPLATE. ALL STEEL PILES ARE TO BE DRIVEN TO REFUSAL OR A MINIMUM OF 45 TONS

WHICHEVER IS ACHIEVED FIRST. THE STEEL PLATFORM AND FIBERGLASS GRATING WILL BE

MOUNTED ON THE PILE DOLPHIN FOUNDATION. THE DESIGN HEIGHT FOR THE PLATFORM IS

10 FEET ABOVE THE MEAN LOWER LOW WATER (MLLW) ELEVATION OF 0.00 FEET BASED ON

THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). FOR PURPOSES OF BID, THE

EMBEDMENT DEPTH OF THE STEEL PILES IN THE MUD LINE SHALL BE ASSUMED TO BE 50

FEET. THE WATER DEPTH AT THE AREA OF WORK FLUCTUATES DURING THE YEAR FROM

APPROXIMATELY 10-FEET TO 15-FEET.

5. THE SKELETON TOWER MOUNTED ON THE JRIRS PLATFORM WILL HAVE A HEIGHT OF 10 FEET

ABOVE THE STEEL PLATFORM. THE TOWER WILL BE USED TO SUPPORT SOLAR PANELS, DAY

BOARDS, BATTERIES, LIGHT SIGNALS, AND SERVICING PERSONNEL AS NECESSARY. SOLAR

PANELS, DAY BOARDS, BATTERIES AND LIGHT SIGNALS WILL BE PROVIDED AND INSTALLED BY

(USCG) AIDS TO NAVIGATION TEAM (ANT) PUERTO RICO PERSONNEL.

THE SKELETON METAL TOWER SHALL BE FABRICATED OFF SITE AS PER DETAILS ON THE

DRAWINGS.

PREPARE THE TOP OF THE STEEL PLATFORM FOUNDATION, TRANSPORT AND INSTALL METAL

TOWER STRUCTURE TO FOUNDATION WITH ANCHOR BOLTS AS PER DETAILS ON THESE

DRAWINGS.

6. CONDUCT A FINAL POSITION SURVEY OF THE STRUCTURE.

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MARINE COATING

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GALVANIZING

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ATON STRUCTURE

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MLLW

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10.00' ABOVE MLLW

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TOP OF PLATFROM

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20.00' ABOVE MLLW

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TOP OF DECK

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21.00' ABOVE MLLW

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FOCAL HEIGHT

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NOTES:

MATERIAL

BILL OF MATERIAL

ITEM

REMARKS

QTY.NAME

CENTER SLEEVE STEEL 18.75" I.D., 1/2" WALL, 8' LG., SEE NOTE 2

OUTER SLEEVE STEEL PIPE2 13.25" I.D., 3/8" WALL

8'-3" LG

3 LADDER RUNG STEEL SEE DETAIL 3 5

-WELDING SLOT4 1" WIDE BY 9" LG., CUT 12 EA. IN

CENTER PILE AND 9 EA. IN OUTER.

SEE DETAIL 51/2" STL. PLATEOUTER SLEEVE GUSSET5 3

6 CENTER SLEEVE GUSSET 1/2" STL. PLATE 1

7 LOWER PERIMETER BRACING STRUC. TUBING 3STRUC. TUBING 6"x6"x3/8", 6'-3 3/4" LG

8 LOWER PILE SUPPORT STRUC. TUBING 3

9 STRUC. TUBING 3STIFFENER (PTR. BRACE)

UPPER PILE SUPPORT 3STRUC. TUBING10

PL 1/2"x 3'-5 1/2" DIA

STRUC. TUBING 6"x6"x3/8", 3'-3 7/8" LG

STRUC. TUBING 6"x6"x3/8", 11" LG

STRUC. TUBING 6"x6"x3/8", 1'-1/4" LG

UPPER PERIMETER BRACING11 STRUC. TUBING STRUC. TUBING 6"x6"x3/8", 3'-3 1/2" LG 3

76°

PERIMETER BRACING NOT SHOWN FOR CLARITY

1' - 8"

1' -4

" T

9 3/8"

RAD

1 10

4'- 2"

1' -2

-5

TOP PLAN BASE PLAN

SIDE VIEW

TOP VIEW

SIDE VIEW

12"

27-3/8"

1" BAR

7"RAD

1'-4"

1' -0

3 10

10" RAD

1'-0"

3'-3 5/8"

LADDER RUNG

STIFFENER (PTR. BRACE)

LOWER PILE SUPPORT

OUTER SLEEVE GUSSET

LOWER PERIMETER BRACE

UPPER PERIMETER BRACE 11

UPPER PILE SUPPORT

12"

1/2"3/4"

CENTER SLEEVE GUSSET 6

OUTER SLEEVES NOT SHOWN FOR CLARITY

AFTER FABRICATION IS COMPLETE ABRASIVE BLAST ALL STEEL SURFACES TO SSPC SP10 (NEAR-WHITE) WITH A 2-3 MIL PROFILE. AFTER BLAST CLEANING, APPLY TWO PRIMER COATS OF ORGANIC ZINC PRIMER AT 2 TO 4 MILS DRY FILM THICKNESS (DFT). MAKE ALL REQUIRED REPAIRS TO PRIMER PRIOR TO APPLYING TOPCOAT OF COAL TAR EPOXY. APPLY TOPCOAT WITHIN RECOAT WINDOW AS SPECIFIED BY MANUFACTURER. APPLY TWO COATS OF COAL TAR EPOXY-POLYAMIDE TOPCOAT AT 6-8 MILS DFT. THE TOTAL SYSTEM OF PRIMER, AND TOPCOAT SHALL NOT BE LESS THAN 20 MILS DFT. APPLY ADDITIONAL TOPCOAT, IF NECESSARY, TO OBTAIN REQUIRED MINIMUM TOTAL SYSTEM THICKNESS. MEASURE APPLICATION

WITH A MAGNETIC GAGE.

ENDS BEVEL CUT WELD

TO PILE

BAR

LADDER RUNG SUPPORT 12 STEEL PLATE 2" WIDTH, 3/8" THICK, 6'-11 1/4" LONG 1

14"

7.5"

3.875"

45°

2. UPPER BRACES AND SUPPORTS NOT SHOWN FOR CLARITY.

OUTER SLEEVES NOT SHOWN FOR CLARITY.

ALL STEEL SHALL BE LOW ALLOY, HIGH STRENGTH WITH ATMOSPHERIC

CORROSION RESISTANCE.

HARDWARE13 316 S.S. ALL HARDWARE SHALL BE 316 S.S. 1

HINGE14 316 S.S. ALL HINGES SHALL BE 316 S.S. 2

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ALL PERIMETER CONNECTIONS

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DETAIL A - HANDRAIL SUPPORT BRACKET (8 QUANTITY)

DETAIL B - LIFTING EYE (4 QUANTITY)

SECTION 1

DETAIL C -STEEL PLATE

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FIBERGLASS GRATING (TYP.) I-BAR 1.5" DEPTH OPEN SPACE 0.9"

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18.75" I.D. STEEL 1/2" THICK WALL 8" LG.

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FIBERGLASS

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TYPICAL

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2" PIPE RAIL

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PIPE RAIL SUPPORT

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BRACKET

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SUPPORT BRACKET

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GRATING

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FIBERGLASS

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GRATING

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CUT GRATING AND ATTACH LIFTING EYE

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SLEEVE 2" %%C SCHD 80

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HINGES

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CUT GRATING HERE

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1/2" PLATE

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LIFTING EYE

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ALL STANCHIONS AND RAILINGS TO BE WELDED TO SUPPORT BRACKET

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(DETAIL B)

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DETAIL C

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AutoCAD SHX Text NOTE: THIS IS THE ACTUAL SIZE. CUT OUT AND USE AS TEMPLATE. MATERIAL SIZE IS 3/4" THICK WITH A 1" DIA. HOLE FOR SHACKLE. ALL WELDED.

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1"%%C HOLE

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GRATING PLAN

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A 4" LONG 14"-20

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FIVE KNUCKLE HINGE

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PROVIDE GRATING IN 4 PIECES AS SHOWN.

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HINGES.

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AutoCAD SHX Text 1'8-1/8"

AutoCAD SHX Text 3'1-3/8"

AutoCAD SHX Text 5"

AutoCAD SHX Text 3'1-3/8"

AutoCAD SHX Text 1'8-1/8"

AutoCAD SHX Text 1'3-7/8"

AutoCAD SHX Text 4'

AutoCAD SHX Text 1'3-7/8"

AutoCAD SHX Text 1'8-1/8"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text 5"

AutoCAD SHX Text 3'-1 "38"

AutoCAD SHX Text

USE SADDLE CLIPS (316 SS) TO SECURE GRATING.

AutoCAD SHX Text 2.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 6" = 1'-0"

NOTES: 1. RECOMMENDED FOR RECOMMENDED FOR AVERAGE FREQUENCY 2. NPR NPR 3. SIZE: 4-1/2" X 4-1/2" SIZE: 4-1/2" X 4-1/2" 4. 316 SS WITH NO FINISH 316 SS WITH NO FINISH 5. METAL GAUGE: .120 METAL GAUGE: .120

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CIVIL ENGINEERING

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

PLAN (SECTION)

TOWER CONNECTION

PLATE DETAIL (8 REQUIRED)

LADDER RUNG DETAIL

ELEVATION

LADDER SIDE ELEVATION

HOR. BRACE CONN.

PLATE DETAIL (8 REQ'D)

MEMBER DETAILS

DAYMARK BRACKET

DETAIL (6 REQ'D)

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 1'-0"

AutoCAD SHX Text #1050

AutoCAD SHX Text #1051

AutoCAD SHX Text

12" BOLT THRU 916" HOLE (TYP.)

AutoCAD SHX Text

#1010 (TYP.)

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text #1020

AutoCAD SHX Text

#1080 (TYP.)

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 316"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 6 "12"

AutoCAD SHX Text 8"

AutoCAD SHX Text 5"

AutoCAD SHX Text

58" HOLE(TYP.)

AutoCAD SHX Text

316" PLATE

AutoCAD SHX Text #1090

AutoCAD SHX Text 4'-4 "12"

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text 9 "34"

AutoCAD SHX Text 2'-11"

AutoCAD SHX Text 5'-5 "12"

AutoCAD SHX Text 9 "34"

AutoCAD SHX Text 4'-7 "12"

AutoCAD SHX Text 6 "14"

AutoCAD SHX Text 5"

AutoCAD SHX Text 9'-11 "12"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text #1040

AutoCAD SHX Text #1030

AutoCAD SHX Text #1040

AutoCAD SHX Text #1030

AutoCAD SHX Text #1040

AutoCAD SHX Text #1010

AutoCAD SHX Text #1060

AutoCAD SHX Text

CONNECTION PLATE FOR CROSS BRACING (8 PLACES)

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 316"

AutoCAD SHX Text

#1090 (TYP.)

AutoCAD SHX Text

LADDER RUNG (TYP.)

AutoCAD SHX Text

#1050 - 1051 (TYP.)

AutoCAD SHX Text

12" BOLT THRU 916" HOLE (TYP.)

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text 49 "12"

AutoCAD SHX Text 118 "12"

AutoCAD SHX Text 38 "34"

AutoCAD SHX Text 75 "18"

AutoCAD SHX Text 18"

AutoCAD SHX Text 20 "12"

AutoCAD SHX Text 18"

AutoCAD SHX Text 79 "12"

AutoCAD SHX Text 77 "58"

AutoCAD SHX Text 58 "12"

AutoCAD SHX Text 10"

AutoCAD SHX Text 18"

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text 55 "12"

AutoCAD SHX Text 6 "14"

AutoCAD SHX Text 119 "12"

AutoCAD SHX Text #1070

AutoCAD SHX Text #1020 (L 2x2x ) 4 REQUIRED14) 4 REQUIRED

AutoCAD SHX Text #1030 (L 2 x2 x ) 8 REQUIRED12x2 x ) 8 REQUIRED12x ) 8 REQUIRED14) 8 REQUIRED

AutoCAD SHX Text #1010 (L 3 x3 x ) 4 REQUIRED12x3 x ) 4 REQUIRED12x ) 4 REQUIRED38) 4 REQUIRED

AutoCAD SHX Text #1040 (L 2x2x ) 12 REQUIRED14) 12 REQUIRED

AutoCAD SHX Text #1060 (2 "x FLATBAR) 2 REQUIRED12"x FLATBAR) 2 REQUIRED14 FLATBAR) 2 REQUIRED

AutoCAD SHX Text #1050 (L 2x2x ) 14) 3 REQUIRED

AutoCAD SHX Text

#1065 ( " ROD) 34" ROD) 10 REQUIRED

AutoCAD SHX Text #1051 (L 2x2x ) 14) 3 REQUIRED

AutoCAD SHX Text

ON 3 PIECES ONLY

AutoCAD SHX Text 3"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text

34" PLATE

AutoCAD SHX Text

13/16" HOLE(TYP.)

AutoCAD SHX Text #1070

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 516"

AutoCAD SHX Text 5"

AutoCAD SHX Text 3"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text #1060 2 "x " (STRINGER)12"x " (STRINGER)14" (STRINGER)

AutoCAD SHX Text

#1065 " BAR (RUNG)34" BAR (RUNG)

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 316"

AutoCAD SHX Text #1080

AutoCAD SHX Text

14" PLATE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 1'-0"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 1'-0"

AutoCAD SHX Text

(NOTE: SIDE MEMBERS NOT SHOWN FOR CLARITY.)

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 1'-0"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text ALL STRUCTURAL SHAPES AND PLATES SHALL CONFORM TO ASTM A36. ALL STEEL SHAPES AND PLATES SHALL BE HOT-DIP GALVANIZED PER THE SPECIFICATION AFTER FABRICATION.

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text 1.

AutoCAD SHX Text ALL BOLTS SHALL BE ASTM A325 TYPE 1 HEAVY HEX, NUTS SHALL BE HEAVY HEX ASTM A194 GRADE 2H OR ASTM A563 GRADE DH. HARDENED STEEL WASHERS SHALL BE USED AS SPECIFIED BELOW. ALL HARDWARE SHALL BE HOT-DIP GALVANIZED PER THE SPECIFICATION.

AutoCAD SHX Text 2.

AutoCAD SHX Text

ANGLES SHOWN OPEN IN THE 'MEMBER DETAILS' TO SHOW BOLT HOLE LOCATIONS.

AutoCAD SHX Text 3.

AutoCAD SHX Text ALL HOLES " UNLESS OTHERWISE NOTED. 1116" UNLESS OTHERWISE NOTED. ALSO REQUIRED FOR EACH 10 FT BASE SECTION:

AutoCAD SHX Text 4.

AutoCAD SHX Text SIXTEEN "x2- " BOLTS WITH NUTS 34"x2- " BOLTS WITH NUTS 34" BOLTS WITH NUTS AND TWO WASHERS EACH (TOWER CONNECTION PLATES).

AutoCAD SHX Text A.

AutoCAD SHX Text FIFTY "x1- " BOLTS WITH NUTS AND 58"x1- " BOLTS WITH NUTS AND 34" BOLTS WITH NUTS AND LOCK WASHERS EACH (BRACING CONNECTIONS).

AutoCAD SHX Text B.

AutoCAD SHX Text TWENTY-FOUR "x1- " BOLTS WITH 12"x1- " BOLTS WITH 34" BOLTS WITH NUTS AND TWO WASHERS EACH (DAYBOARD BRACKETS AND LADDER SUPPORTS).

AutoCAD SHX Text C.

AutoCAD SHX Text TWO 10 FT LONG GALVANIZED L 2x2x 14REQUIRED FOR DAYBOARD SUPPORT RAILS (NOT SHOWN).

AutoCAD SHX Text 5.

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text 1'-8 "12"

AutoCAD SHX Text 3 "12"

AutoCAD SHX Text 2"

AutoCAD SHX Text 2 "12"

AutoCAD SHX Text 2"

AutoCAD SHX Text 2 "12"

AutoCAD SHX Text 2"

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CIVIL ENGINEERING

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

TOWER CONNECTION

PLATE DETAIL (8 REQUIRED)

LADDER RUNG DETAIL

MEMBER DETAILS

DAYMARK BRACKET

DETAIL (6 REQ'D)

PLATFORM PLAN (SECTION)

PLATFORM REAR ELEVATION PLATFORM SIDE ELEVATION PLATFORM FRONT ELEVATION OPTIC STAND ELEVATION

OPTIC STAND TOP PLATE

OPTIC STAND BOTTOM PLATE

AutoCAD SHX Text

58" HOLE(TYP.)

AutoCAD SHX Text

316" PLATE

AutoCAD SHX Text #1590

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text

12" PLATE

AutoCAD SHX Text

13/16" HOLE(TYP.)

AutoCAD SHX Text #1570

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 516"

AutoCAD SHX Text 5"

AutoCAD SHX Text 3"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text #1560 2 "x " (STRINGER)12"x " (STRINGER)14" (STRINGER)

AutoCAD SHX Text

#1565 " BAR (RUNG)34" BAR (RUNG)

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 316"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 1'-0"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text ALL STRUCTURAL SHAPES AND PLATES SHALL CONFORM TO ASTM A36. ALL STEEL SHAPES AND PLATES SHALL BE HOT-DIP GALVANIZED PER THE SPECIFICATION AFTER FABRICATION.

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text

ANGLES SHOWN OPEN IN THE 'MEMBER DETAILS' TO SHOW BOLT HOLE LOCATIONS.

AutoCAD SHX Text 3.

AutoCAD SHX Text ALL HOLES " UNLESS OTHERWISE NOTED. ALSO 916" UNLESS OTHERWISE NOTED. ALSO REQUIRED FOR EACH PLATFORM SECTION:

AutoCAD SHX Text 4.

AutoCAD SHX Text SIXTEEN "x2- " BOLTS WITH NUTS AND TWO 34"x2- " BOLTS WITH NUTS AND TWO 34" BOLTS WITH NUTS AND TWO WASHERS EACH (TOWER CONNECTION PLATES).

AutoCAD SHX Text A.

AutoCAD SHX Text FORTY-FOUR "x1- " BOLTS WITH NUTS AND LOCK 12"x1- " BOLTS WITH NUTS AND LOCK 34" BOLTS WITH NUTS AND LOCK WASHERS EACH (ANGLE CONNECTIONS).

AutoCAD SHX Text B.

AutoCAD SHX Text TWENTY "x1- " BOLTS WITH NUTS AND TWO WASHERS 12"x1- " BOLTS WITH NUTS AND TWO WASHERS 34" BOLTS WITH NUTS AND TWO WASHERS EACH (LADDER SUPPORTS, OPTIC STAND BASE AND DAYBOARD BRACKETS).

AutoCAD SHX Text C.

AutoCAD SHX Text TWO 5 FT LONG GALVANIZED L 2x2x REQUIRED FOR 14 REQUIRED FOR DAYBOARD SUPPORT RAILS (NOT SHOWN).

AutoCAD SHX Text 5.

AutoCAD SHX Text 3'-10"

AutoCAD SHX Text 1'-9"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 1'-9"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 4"

AutoCAD SHX Text 2'-10 "34"

AutoCAD SHX Text 7"

AutoCAD SHX Text 9"

AutoCAD SHX Text 3'-10"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 3'-10"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 18 "12"

AutoCAD SHX Text 20"

AutoCAD SHX Text 18 "12"

AutoCAD SHX Text 58 "12"

AutoCAD SHX Text 17 "12"

AutoCAD SHX Text 20"

AutoCAD SHX Text 45 "12"

AutoCAD SHX Text 20 "12"

AutoCAD SHX Text 16"

AutoCAD SHX Text 20 "12"

AutoCAD SHX Text 57"

AutoCAD SHX Text 4"

AutoCAD SHX Text 34 "34"

AutoCAD SHX Text 7"

AutoCAD SHX Text 45 "34"

AutoCAD SHX Text 57"

AutoCAD SHX Text 17 "12"

AutoCAD SHX Text 20"

AutoCAD SHX Text 4"

AutoCAD SHX Text 34 "34"

AutoCAD SHX Text 42 "12"

AutoCAD SHX Text 58 "12"

AutoCAD SHX Text 34 "34"

AutoCAD SHX Text 4"

AutoCAD SHX Text 42 "12"

AutoCAD SHX Text 20"

AutoCAD SHX Text 17 "12"

AutoCAD SHX Text 18 "12"

AutoCAD SHX Text 47 "14"

AutoCAD SHX Text 10 "14"

AutoCAD SHX Text 18"

AutoCAD SHX Text 10 "14"

AutoCAD SHX Text 18 "12"

AutoCAD SHX Text 21 "12"

AutoCAD SHX Text 18 "12"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 5 "58"

AutoCAD SHX Text 4"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 4"

AutoCAD SHX Text 1'-9 "12"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 1'-0 "34"

AutoCAD SHX Text 5"

AutoCAD SHX Text #1515

AutoCAD SHX Text #1510

AutoCAD SHX Text #1511

AutoCAD SHX Text #1515

AutoCAD SHX Text #1520

AutoCAD SHX Text #1515

AutoCAD SHX Text #1512

AutoCAD SHX Text #1511

AutoCAD SHX Text #1515

AutoCAD SHX Text #1530

AutoCAD SHX Text

#1570 (TYP.)

AutoCAD SHX Text #1565

AutoCAD SHX Text #1560

AutoCAD SHX Text

GALVANIZED STEEL SAFETY CHAINS

AutoCAD SHX Text #1520

AutoCAD SHX Text #1530

AutoCAD SHX Text #1520

AutoCAD SHX Text #1521

AutoCAD SHX Text #1560

AutoCAD SHX Text #1565

AutoCAD SHX Text #1511

AutoCAD SHX Text #1551

AutoCAD SHX Text #1512

AutoCAD SHX Text #1550

AutoCAD SHX Text

#1510 (TYP.)

AutoCAD SHX Text

FIBERGLASS DECK GRATING

AutoCAD SHX Text

OPTIC STAND BASE PLATE #1542

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 1'-0"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 1'-0"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 1'-0"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 1'-0"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 1'-0"

AutoCAD SHX Text #1550

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 316"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 316"

AutoCAD SHX Text

OPTIC STAND TOP PLATE #1541

AutoCAD SHX Text

OPTIC STAND BASE PLATE #1542

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 316"

AutoCAD SHX Text #1540

AutoCAD SHX Text #1516

AutoCAD SHX Text #1550

AutoCAD SHX Text #1521

AutoCAD SHX Text #1516

AutoCAD SHX Text #1530

AutoCAD SHX Text #1565

AutoCAD SHX Text #1530

AutoCAD SHX Text

#1570 (TYP.)

AutoCAD SHX Text #1560

AutoCAD SHX Text #1512

AutoCAD SHX Text #1510

AutoCAD SHX Text #1590

AutoCAD SHX Text #1516

AutoCAD SHX Text #1520

AutoCAD SHX Text #1530

AutoCAD SHX Text #1510

AutoCAD SHX Text

#1590 (TYP.)

AutoCAD SHX Text

#1570 (TYP.)

AutoCAD SHX Text #1520 (L 5x3x1/4) 2 REQUIRED

AutoCAD SHX Text #1521 (L 5x3x1/4) 2 REQUIRED

AutoCAD SHX Text #1511 (L 2x2x1/4) 1 REQUIRED

AutoCAD SHX Text #1510 (L 2 1/2x2 1/2x1/4) 4 REQUIRED

AutoCAD SHX Text #1530 (L 2 1/2x2 1/2x1/4) 2 REQUIRED

AutoCAD SHX Text #1516 (L 2 1/2x2 1/2x1/4) 6 REQUIRED

AutoCAD SHX Text #1560 (2 1/2x1/4 FLATBAR) 2 REQUIRED

AutoCAD SHX Text #1551 (L 2x2x3/16) 2 REQUIRED

AutoCAD SHX Text

#1565 (3/4" ROD) 1 REQUIRED

AutoCAD SHX Text #1550 (L 2x2x3/16) 2 REQUIRED

AutoCAD SHX Text #1540 (L 2 1/2x2 1/2x1/4) 4 REQUIRED

AutoCAD SHX Text

#1515 (L 2 1/2 X 2 1/2) 4 REQ'D

AutoCAD SHX Text #1512 (L 2x2x1/4) 1 REQUIRED

AutoCAD SHX Text

58" HOLES(TYP.)

AutoCAD SHX Text

7 " BOLT 78" BOLTCIRCLE

AutoCAD SHX Text

#1540 (TYP.)

AutoCAD SHX Text

FRONT SIDE

AutoCAD SHX Text

#1541 ( " 12" PLATE)

AutoCAD SHX Text

30° (TYP)

AutoCAD SHX Text

60° (TYP)

AutoCAD SHX Text

58" BOLTHOLES (TYP.)

AutoCAD SHX Text

#1542 ( " 14" PLATE)

AutoCAD SHX Text

#1540 (TYP.)

AutoCAD SHX Text

FRONT SIDE

AutoCAD SHX Text

ON 1 PIECE ONLY

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 6 "12"

AutoCAD SHX Text 8"

AutoCAD SHX Text 5"

AutoCAD SHX Text 0"

AutoCAD SHX Text 59"

AutoCAD SHX Text 11 "34"

AutoCAD SHX Text 2"

AutoCAD SHX Text 3"

AutoCAD SHX Text 2"

AutoCAD SHX Text 3"

2 "12"

G-001

Sheets and Views

G-001

S-001

Sheets and Views

A-001

S-002

Sheets and Views

S-001

S-003

Sheets and Views

S-002

S-004

Sheets and Views

S-003

S-005

Sheets and Views

S-004

S-006

Sheets and Views

S-005

	2025-05-09T15:28:22-0400
GUZMAN.ROBERT.A.1269980628

	2025-05-15T11:02:57-0400
PORRAS.EVA.I.1401393168

	2025-12-08T16:27:14-0500
SHERMAN.GRAHAM.STUART.1299310767

File details come from the government source that posted it. Updated Jul 2, 2026.