HomeMy WebLinkAbout108 South Section Street - 260064512PR Invitation to Comment-HPCMay 28, 2026
Fairhope Historic Preservation Commission
Mara Kozelsky, Chair
161 North Section St.
Fairhope, AL 36532
251-460-7377
mkozelsky@southalabama.edu
Subject:Invite to Comment
Downtown Fairhope SC 6
108 N Section St, Fairhope, Baldwin County, Alabama 36532
EBI Project No.:260064512PR
Pursuant to Section 106 of the National Historic Preservation Act, the regulations promulgated thereunder
and interagency agreements developed thereto, EBI Consulting, Inc., on behalf of Cellco Partnership and
its controlled affiliates doing business as Verizon Wireless (Verizon Wireless), provides this notice of a
proposed telecommunications facility installation at the address listed above.
EBI would like to inquire if you would be interested in commenting on this proposed project.Verizon
Wireless proposes to install a 38-foot Light Pole.Please refer to the attached plans for additional details.
Please note that we are requesting your review of the attached information as part of the Section 106
process only and not as part of the local zoning process.We are only seeking comments related to the
proposed project’s potential effect to historic properties.
Please submit your comments regarding the proposed project’s potential effect on historic properties to
EBI Consulting, to my attention at 21 B Street, Burlington, MA 01803, or contact me via telephone at the
number listed below.Please reference the EBI project number.We would appreciate your comments as
soon as possible within the next 30 days.
Note that this project will be entered into the Federal Communication Commission’s e106 System, which
will send notifications of the project throughout the Section 106 process.
Sincerely,
Makenzie Bandstra
Senior Architectural Historian
717.417.8339
21 B Street
Burlington, MA 01803
ebiconsulting.com
mbandstra@ebiconsulting.com
Appendices:Maps and Project Drawings
21 B Street
Burlington, MA 01803
ebiconsulting.com
OF 13
SMALL CELL NODE
CONSTRUCTION PLANS FOR
PROPOSED ANTENNA
SITES
CHECKED:
DESIGNED:
DRAWN:
ALL
JOB #:
verizon
ALL
6801 PORTWEST DR. STE 100,
HOUSTON, TX 77024
OFFICE 713-677-0964
P. MARSHALL & ASSOCIATES
CALL ALABAMA ONE CALL
(800) 482-8998
CALL 3 WORKING DAYS
BEFORE YOU DIG!
25VW_01S-025
DC
ISSUED FOR REVIEW
DATE
1/14/26
REV
0
DESCRIPTION:
verizonverizon
SITE NAME:
VERIZON
SMALL CELL
DOWNTOWN_FAIRHOPE_SC6
CONSTRUCTION PLANS FOR
PROPOSED VERIZON METAL
SMALL CELL POLE
NOTE:
1.CONTRACTOR MUST FIELD VERIFY EXACT
LOCATION AND DEPTH OF ALL EXISTING UTILITY
LINES AND CONDUITS PRIOR TO COMMENCING
CONSTRUCTION ON THIS PROJECT.
2.CONTRACTOR SHALL COMPLY
WITH CITY OF FAIRHOPE ORDINANCE
3.NO WATER, WASTEWATER, OR DRAINAGE
PROPOSED IN THIS PLAN SET
VZW SITE NAME MDG LOCATION ID LAT LONG NEAREST ADDRESS JURISDICTION
DOWNTOWN_FAIRHOPE_SC6 5000975327 30.526246° (30° 31' 34.49" N)-87.902896° (87° 54' 10.43" W)108 NORTH SECTION STREET, FAIRHOPE, AL 36532 CITY OF FAIRHOPE
ONE-CALL NOTIFICATION SYSTEM
CALL BEFORE YOU DIG!!!!
811 (IN ALABAMA)
NEW STATEWIDE NUMBER
1-800-292-8525 1
VICINITY MAP
DOWNTOWN_FAIRHOPE_SC6
LOCATION MAP
TITLE
ALL WORK SHALL BE PERFORMED AND INSTALLED
IN ACCORDANCE WITH CURRENT EDITIONS
OF THE FOLLOWING CODES:
·2018 INTERNATIONAL BUILDING CODE
·2018 INTERNATIONAL FIRE CODE
·2017 NATIONAL ELECTRIC CODE
·CITY/COUNTY ORDINANCES
·STAT ORDINANCES
·LOCAL BUILDING CODES
DRAWING INDEX
SHEET NUMBER SHEET TITLE
1 TITLE
2 NOTES
3 DOWNTOWN_FAIRHOPE_SC6
4
5 CONSTRUCTION DETAILS
6
PROFILE7
ANTENNAS SPECIFICATIONS8
CBRS RRH SPECIFICATION9
RRH SPECIFICATION
10
RECTIFIER SPECIFICATION
ONE-LINE DIAGRAM
11
PHOTO SIMULATION
DOWNTOWN_FAIRHOPE_SC6
12
RAYCAP POLE DESIGN SPECS-
RRH ORAN SPECIFICATION
THE CONTRACTOR TO PLACE SIGNS PRIOR TO BEGINNING
CONSTRUCTION AT THE BEGINNING AND END OF THE PROJECT
LIMITS AND AT THE INTERSECTIONS. THE SIGNS ARE TO REMAIN
UP 24 HOURS A DAY UNTIL THE UTILITY CONSTRUCTION AND THE
PAVEMENT RESTORATION IS COMPLETE.
TCP DETAIL13
01/14/2026
OF 13
SMALL CELL NODE
CONSTRUCTION PLANS FOR
PROPOSED ANTENNA
SITES
CHECKED:
DESIGNED:
DRAWN:
ALL
JOB #:
verizon
ALL
6801 PORTWEST DR. STE 100,
HOUSTON, TX 77024
OFFICE 713-677-0964
P. MARSHALL & ASSOCIATES
CALL ALABAMA ONE CALL
(800) 482-8998
CALL 3 WORKING DAYS
BEFORE YOU DIG!
25VW_01S-025
DC
ISSUED FOR REVIEW
DATE
1/14/26
REV
0
DESCRIPTION:
GENERAL NOTES:
1.THE GENERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS, CONDITIONS AND ELEVATIONS BEFORE
STARTING WORK. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND
SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK. ALL WORK SHALL BE PERFORMED IN A
WORKMAN LIKE MANNER IN ACCORDANCE WITH ACCEPTED CONSTRUCTION PRACTICES.
2.IT IS THE INTENTION OF THESE DRAWINGS TO SHOW THE COMPLETED INSTALLATION. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING, SHORING, TIES, FORM WORK, ETC. IN
ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL ORDINANCES, TO SAFELY EXECUTE ALL WORK
AND SHALL BE RESPONSIBLE FOR SAME. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES.
3.THE CONTRACTOR SHALL USE ADEQUATE NUMBER OF SKILLED WORKMEN WHO ARE THOROUGHLY
TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH
THE SPECIFIED REQUIREMENTS AND METHOD NEEDED FOR PROPER PERFORMANCE OF THE WORK.
4.CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND
COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE
PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE
TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION
CONTRACTOR FURTHER AGREES TO INDEMNIFY AND HOLD DESIGN ENGINEER HARMLESS FROM ANY
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS
PROJECT.
5.SITE GROUNDING SHALL COMPLY WITH VERIZON WIRELESS GROUNDING STANDARDS, LATEST EDITION,
AND COMPLY WITH VERIZON WIRELESS GROUNDING CHECKLIST, LATEST VERSION. WHEN NATIONAL
AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN.
6.ALL WORK SHALL COMPLY WITH OSHA AND STATE SAFETY REQUIREMENTS. PROCEDURES FOR THE
PROTECTION OF EXCAVATIONS, EXISTING CONSTRUCTION AND UTILITIES SHALL BE ESTABLISHED PRIOR
TO FOUNDATION INSTALLATION. IF TEMPORARY LIGHTING AND MARKING IS REQUIRED BY THE FEDERAL
AVIATION ADMINISTRATION (FAA), IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE
NECESSARY LIGHTS AND NOTIFY THE PROPER AUTHORITIES IN THE EVENT OF A PROBLEM.
7.ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES
AND ORDINANCES. THE MOST STRINGENT CODE WILL APPLY IN THE CASE OF DISCREPANCIES OR
DIFFERENCES IN THE CODE REQUIREMENTS.
8.ANY DAMAGE TO ADJACENT PROPERTIES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.
9.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AMPLE NOTICE TO THE BUILDING INSPECTION
DEPARTMENT TO SCHEDULE THE REQUIRED INSPECTIONS. A MINIMUM OF 24 HOURS OF NOTICE SHALL
BE GIVEN AND THE BUILDING INSPECTION DEPARTMENTS HAVE REQUESTED THAT GROUPS OF TWO OR
THREE SITES BE SCHEDULED AT ONE TIME IF POSSIBLE.
10.CONSTRUCTION MANAGER WILL CONFIRM FAA APPROVAL OF TOWER LOCATION BY ISSUING TOWER
RELEASE FORM. NO TOWER SHALL BE CONSTRUCTED UNTIL THE TOWER RELEASE FORM IS ISSUED TO THE
CONTRACTOR.
11.THE COMPLETE BID PACKAGE INCLUDES THESE CONSTRUCTION DRAWINGS ALONG WITH THE FINAL RF
DESIGN AND TOWER STRUCTURAL ANALYSIS. CONTRACTOR IS RESPONSIBLE FOR REVIEW OF TOTAL BID
PACKAGE PRIOR TO BID SUBMITTAL.
12.CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES WITHIN CONSTRUCTION LIMITS PRIOR
TO CONSTRUCTION.
13.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES.
SILT AND EROSION CONTROL SHALL BE MAINTAINED ON THE DOWNSTREAM SIDE OF THE SITE AT ALL
TIMES. ANY DAMAGE TO ADJACENT PROPERTIES SHALL BE CORRECTED AT THE CONTRACTOR'S
EXPENSE.
14.CLEARING OF TREES AND VEGETATION ON THE SITE SHOULD BE HELD TO A MINIMUM. ONLY THE TREES
NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. ANY DAMAGE TO PROPERTY
OUTSIDE THE LEASE PROPERTY SHALL BE REPAIRED BY THE CONTRACTOR.
15.ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID. EXCESS
TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY
GOVERNING AGENCIES PRIOR TO DISPOSAL.
16.SEEDING AND MULCHING OF THE SITE SHALL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER
COMPLETION OF THE SITE DEVELOPMENT. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND
MAINTAINING AN ADEQUATE COVER OF VEGETATION OVER THE SITE FOR A ONE YEAR PERIOD.
17.PERMITS: OBTAIN AND PAY FOR REQUIRED PERMITS, LICENSES, FEES, INSPECTIONS, ETC.
18.RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS
SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DRAWINGS WHICH
SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT.
19.THE CONTRACTOR SHALL VISIT THE SITE BEFORE BIDDING ON THE WORK CONTAINED IN THIS DESIGN
PACKAGE.
EXCAVATION & GRADING NOTES:
1.ALL CUT AND FILL SLOPES SHALL BE 3 : 1 MAXIMUM.
2.ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BE SUBSTANTIALLY HORIZONTAL ON UNDISTURBED
AND UNFROZEN SOIL AND BE FREE FROM LOOSE MATERIAL AND EXCESS GROUND WATER. DEWATERING FOR EXCESS
GROUND WATER SHALL BE PROVIDED IF REQUIRED.
3.CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL. IF SOUND SOIL IS NOT REACHED AT THE
DESIGNATED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE
REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION BE FILLED WITH
CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE FOUNDATION.
4.ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITH EITHER MECHANICALLY COMPACTED GRANULAR
MATERIAL OF CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO
STABILIZE THE BOTTOM OF THE EXCAVATION. STONE, IF USED, SHALL NOT BE USED AS COMPILING CONCRETE
THICKNESS.
5.AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION BELOW GRADE, AND BEFORE BACK FILLING,
ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH.
6.BACK FILL SHALL BE:
- APPROVED MATERIALS CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND, GRAVEL, OR SOFT SHALE;
- FREE FROM CLODS OR STONES OVER 2-1/2" MAXIMUM DIMENSIONS;
- IN LAYERS AND COMPACTED.
7.SITE FILL MATERIAL AND FOUNDATION BACK FILL SHALL BE PLACED IN LAYERS, MAXIMUM 6" DEEP BEFORE
COMPACTION. EACH LAYER SHALL BE SPRINKLED IF REQUIRED AND COMPACTED BY HAND OPERATED OR MACHINE
TAMPERS TO 95% OF MAXIMUM DENSITY, AT THE OPTIMUM MOISTURE CONTENT 2% AS DETERMINED BY ASTM
DESIGNATION D-698, UNLESS OTHERWISE APPROVED. SUCH BACK FILL SHALL NOT BE PLACED BEFORE 3 DAYS AFTER
PLACEMENT OF CONCRETE.
8.THE FOUNDATION AREA SHALL BE GRADED TO PROVIDE WATER RUNOFF AND PREVENT WATER FROM STANDING. THE
FINAL GRADE SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE FOUNDATION AND SHALL THEN BE COVERED WITH 4"
DEEP COMPACTED STONE OR GRAVEL.
9.CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL
CITY, COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT
ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA. THIS MAY
INCLUDE SUCH MEASURES AS SILT FENCES, STAW BALE SEDIMENT BARRIERS AND CHECK DAMS.
10.FILL PREPARATION: REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL MATERIALS,
OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE PRIOR TO PLACING FILLS. PLOW STRIP OR
BREAK UP SLOPED SURFACES STEEPER THAT 1 VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL WILL BOND WITH EXISTING
SURFACE. WHEN SUBGRADE OR EXISTING GROUND SURFACE TO RECEIVE FILL HAS A DENSITY LESS THAN THAT
REQUIRED FOR FILL, BREAK UP GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, MOISTURE-CONDITION OR AERATE
SOIL AND RECOMPACT TO REQUIRED DENSITY.
11.REPLACE THE EXISTING WEARING SURFACE ON AREAS WHICH HAVE BEEN DAMAGED OR REMOVED DURING
CONSTRUCTION OPERATIONS. SURFACE SHALL BE REPLACE TO MATCH EXISTING ADJACENT SURFACING AND SHALL
BE OF THE SAME THICKNESS. NEW SURFACE SHALL BE FREE FROM CORRUGATIONS AND WAVES. EXISTING
SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED IF INJURIOUS AMOUNTS OF EARTH, ORGANIC MATERIAL,
OF OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE. FURNISH ALL ADDITIONAL RESURFACING
MATERIAL AS REQUIRED. BEFORE SURFACING IS REPLACED, SUBGRADE SHALL BE GRADED TO CONFORM TO
REQUIRED SUBGRADE ELEVATIONS, AND LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED.
DEPRESSIONS IN THE SUBGRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL.
SURFACING SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUBGRADE.
12.PROTECT EXISTING SURFACING AND SUBGRADE IN AREAS WHERE EQUIPMENT LOADS WILL OPERATE. USE PLANKING
OR OTHER SUITABLE MATERIALS DESIGNED TO SPREAD EQUIPMENT LOADS. REPAIR DAMAGE TO EXISTING GRAVEL
SURFACING OR SUBGRADE WHERE SUCH DAMAGE IS DUE TO THE CONTRACTOR'S OPERATIONS. DAMAGED GRAVEL
SURFACING SHALL BE RESTORED TO MATCH THE ADJACENT UNDAMAGED GRAVEL SURFACING AND SHALL BE OF THE
SAME THICKNESS.
13.DAMAGE TO EXISTING STRUCTURES AND UTILITIES RESULTING FROM CONTRACTOR'S NEGLIGENCE SHALL BE REPAIRED
/ REPLACED TO OWNER'S SATISFACTION AT CONTRACTOR'S EXPENSE.
14.CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH PROPERTY OWNER SO AS TO AVOID
INTERRUPTIONS TO PROPERTY OWNER'S OPERATIONS.
15.ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION.
16.RIPRAP SHALL BE CLEAN, HARD, SOUND, DURABLE, UNIFORM IN QUALITY, AND FREE OF ANY DETRIMENTAL QUANTITY
OF SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC MATTER, OIL,
ALKALI, OR OTHER DELETERIOUS SUBSTANCE.2
NOTES
01/14/2026
9'-0" BELOW GRADE LEVEL
POLE DEPTH
7'-0" A.G.L.
TOP OF LOAD CENTER / DISC.
4'-8" A.G.L.
METER HEIGHT
5'-0" (TYP.)
24'-0" A.G.L.
STREETLIGHT HEIGHT
15'-0" A.G.L.
BOTTOM OF CABINET
18'-0" A.G.L.
TOP OF CABINET
Ø10 3/4"
PO
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1'
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1
1
"
5'-0" A.G.L.
PROPOSED FTP (OPP.)
25'-8 5/8" A.G.L.
CBRS RRH HEIGHT
29'-1" A.G.L.
POLE HEIGHT
32'-0" A.G.L.
ANTENNA RAD CENTER
35'-5 5/16" A.G.L.
ANTENNA RAD CENTER
37'-6" A.G.L.
HIGHEST APPURTENANCE
Ø22"
T
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OH OH
66
'
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"
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21
'
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70'-0" - APPARENT R.O.W. WIDTH
50'-10"
6'-0"
TO HH
7'
-
1
"
TO
M
H
3 OF 13
SMALL CELL NODE
CONSTRUCTION PLANS FOR
PROPOSED ANTENNA
SITES
CHECKED:
DESIGNED:
DRAWN:
ALL
JOB #:
verizon
ALL
6801 PORTWEST DR. STE 100,
HOUSTON, TX 77024
OFFICE 713-677-0964
P. MARSHALL & ASSOCIATES
CALL ALABAMA ONE CALL
(800) 482-8998
CALL 3 WORKING DAYS
BEFORE YOU DIG!
25VW_01S-025
DC
ISSUED FOR REVIEW
DATE
1/14/26
REV
0
DESCRIPTION:
N
DOWNTOWN_FAIRHOPE_SC6 PLAN VIEW
NOTE:
THIS IS NOT A SITE SURVEY: ALL PROPERTY BOUNDARIES,
ORIENTATION OF TRUE NORTH AND STREET HALF-WIDTHS HAVE
BEEN OBTAINED FROM A TAX PARCEL MAP AND ARE
APPROXIMATE. ALL NEW ACCESS, UTILITY EASEMENTS AND NEW
LEASE AREAS ARE APPROXIMATE.
ALL EXISTING LANDSCAPING AND/OR PRIVATE UTILITIES
AFFECTED BY CONSTRUCTION TO BE RESTORED TO ORIGINAL
STATE UPON COMPLETION.
FLOODPLAIN:
DOWNTOWN_FAIRHOPE_SC6: THE PROPERTY SHOWN HEREON
(EITHER TOTAL OR IN PORTION) IS LOCATED IN FLOOD INSURANCE
RATE MAP 01003C0644M DATED 04/19/2019, UNSHADED ZONE X.
NODE INFORMATION:
LATITUDE/LONGITUDE:30.526246, -87.902896
NEAREST ADDRESS:108 NORTH SECTION STREET
CITY:FAIRHOPE
ZIP CODE:36532
DOWNTOWN_FAIRHOPE_SC6
POWER NOTE:
·UTILITY POWER DESIGN COMPLETED BY OTHERS.
·POWER METER MAY BE LOCATED AT COMMON PEDESTAL
WITH SERVICE ENTRANCE RATED DISCONNECT.
·FOR PEDESTAL SCENARIOS ONLY AN AC PANEL WILL BE
INSTALLED ON THE POLE.
·CONTRACTOR TO VERIFY WITH CONSTRUCTION MANAGER
PRIOR TO CONSTRUCTION.
INSTALLATION NOTE:
POLE SELECTED FOR EQUIPMENT INSTALLATION
SHALL BE TRUCK ACCESSIBLE AT ALL TIMES.
ALL INSTALLATIONS SHALL COMPLY WITH THE CURRENT PUBLISHED
ISSUES OF THE NATIONAL ELECTRICAL SAFETY CODE (NESC), AND POLE
ATTACHMENT STANDARDS FOR POLE OWNER.
OVERALL SITE PHOTOS
**GC TO COORDINATE WITH POWER CO PRIOR TO CONSTRUCTION**
CONTACT MARSHALL KING FAIRHOPE PUBLIC UTILITIES,
MARSHALL.KING@FAIRHOPEAL.GOV
2" PORT (TYP. ALL FACES)
PROPOSED EQUIPMENT ENCLOSURE
(RAYCAP - RSCAC-1028) TO INCLUDE:
·(1) SAMSUNG - RF4439d-25A B2/B66A RRH ORAN
·(1) SAMSUNG - 4461d-13A RRH
·(1) OMNION - SC4500 RECTIFIER
PROPOSED GROUNDING ROD; GROUND ALL
EQUIPMENT PER MANUFACTURER'S SPECS.
FIBER MEET-ME POINT
POWER MEET-ME POINT
PROPOSED FIBER HH IN R.O.W.
GC TO REFER TO FIBER DRAWINGS
BY OTHER FOR FINAL LOCATION
LONG RADIUS 90° BENDS FOR
CONDUIT ENTRY TO POLE
PROPOSED FIBER TO FTP
(BY OTHERS)
PROPOSED (1) SAMSUNG - RT4423-48B
CBRS RRH TO BE BAND MOUNTED
PROPOSED COAX, FIBER, AND
POWER CABLING TO BE ROUTED
AND CONCEALED WITHIN POLE
DOWNTOWN_FAIRHOPE_SC6
GRADE ELEV. 109.1' AMSL
CONSTRUCTION NOTES:
1.UTILITIES DEPTH MUST BE VERIFIED PRIOR
TO CROSSINGS.
2.BEWARE OF HOUSE CONNECTIONS CATCH
BASINS, DRAIN AND HYDRANT LEAD
THROUGHOUT PROJECT
AZIMUTHS
AZIM
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120°
(C-B
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)
AZIM
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240°(C-B
A
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D
)
0°
AZ
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(4
G
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B
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)
PROPOSED METAL POLE;
RAL# TBD "FAIRHOPE GREEN"
(SUPPLIED BY VERIZON; TO BE
INSTALLED BY GENERAL CONTRACTOR)
[RAYCAP PART #: RCP-2501717-00]
PROPOSED LUMINAIRE
PROPOSED VERIZON METAL
SMALL CELL POLE (STA 0+00)
EXISTING UTILITY POLE W/ TRANSFORMER
PROPOSED POWER SOURCE (STA 0+12)
GC TO INSTALL PROPOSED 3" CONDUIT AND WIRE FROM
PROPOSED POLE TO TO TRANSFORMER AT EXISTING
UTILITY POLE AND STUB-UP. GC TO LEAVE APPROX.
30-40-FT OF WIRE FOR POWER CO TO MAKE CONNECTIONS.
EXISTING
BUILDING
EX.
BLDG
EXISTING
BUILDING
EXISTING
BUILDING EXISTING
BUILDING
EX.
BLDG
RIGHT OF WAY
EDGE OF ASPHALT
EDGE OF ASPHALT
RIGHT OF WAY
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EXISTING
LIGHT POLE
EXISTING UTILITY
MARKER (TYP.)
EXISTING
TREE (TYP.)
EXISTING
LOW WALL
EXISTING FLAG
POLE (TYP.)
EXISTING SIGN
EXISTING POST
EXISTING
FIRE HYDRANT
EXISTING
TRANSFORMER
EXISTING CURB
& GUTTER (TYP.)
EXISTING TREE
EXISTING UTILITY
HANDHOLE (TYP.)
EXISTING
LANDSCAPING
66' PUBLIC RIGHT
OF WAY (P)
PINE STREET (F)
70
'
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(
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)
EXISTING WATER
METER (TYP.)
EXISTING
TRANSFORMER
EXISTING
UTILITY POLE
EXISTING STORM
GRATE (TYP.)
EXISTING
UTILITY VAULT
EXISTING WATER
VALVE (TYP.)
EXISTING O/H
UTILITY LINE
EXISTING SIDEWALK
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EXISTING SIDEWALK
EXISTING SIDEWALK
EXISTING TELEPHONE
MANHOLE (TYP.)
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EXISTING
PARKING LOT
BRICK
BRICK
BR
I
C
K
BR
I
C
K
BR
I
C
K
BR
I
C
K
BR
I
C
K
CO
N
C
R
E
T
E
CONCRETE
ASPHALT
ASPHALT AS
P
H
A
L
T
AS
P
H
A
L
T
ASPHALT
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GR
A
S
S
GR
A
S
S
GR
A
S
S
GR
A
S
S
ASPHALT
GRAVEL
GRAVEL
GRAVEL
HE
D
G
E
S
PROPOSED (1) JMA WIRELESS -
CX16OMI236-1C 4G ANTENNA
PROPOSED (3) SAMSUNG -
MT1602d-48B C-BAND ANTENNAS
01/14/2026
OF 13
SMALL CELL NODE
CONSTRUCTION PLANS FOR
PROPOSED ANTENNA
SITES
CHECKED:
DESIGNED:
DRAWN:
ALL
JOB #:
verizon
ALL
6801 PORTWEST DR. STE 100,
HOUSTON, TX 77024
OFFICE 713-677-0964
P. MARSHALL & ASSOCIATES
CALL ALABAMA ONE CALL
(800) 482-8998
CALL 3 WORKING DAYS
BEFORE YOU DIG!
25VW_01S-025
DC
ISSUED FOR REVIEW
DATE
1/14/26
REV
0
DESCRIPTION:
4
PHOTO
SIMULATIONEXISTING VIEW PROPOSED VIEW
01/14/2026
OF 13
SMALL CELL NODE
CONSTRUCTION PLANS FOR
PROPOSED ANTENNA
SITES
CHECKED:
DESIGNED:
DRAWN:
ALL
JOB #:
verizon
ALL
6801 PORTWEST DR. STE 100,
HOUSTON, TX 77024
OFFICE 713-677-0964
P. MARSHALL & ASSOCIATES
CALL ALABAMA ONE CALL
(800) 482-8998
CALL 3 WORKING DAYS
BEFORE YOU DIG!
25VW_01S-025
DC
ISSUED FOR REVIEW
DATE
1/14/26
REV
0
DESCRIPTION:
MECHANICAL GROUND CONNECTION GROUND ROD AND BUS DETAIL POLE BUS GROUNDING DETAIL
5
CONSTRUCTION
DETAILS
G
G
G
G
G
G
G
G
G
GRADE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
NOTE:
G.C. TO PROVIDE PROTECTIVE FLEX
CONDUIT FROM GRADE TO 12" AGL FOR
GROUNDING CONDUCTOR.
#2 AWG SOLID TINNED COPPER BUS TO
RUN TO TOP OF POLE OR MAX HEIGHT OF
EQUIPMENT. (USE EXISTING BUS IF #2AWG
AND PERMITTED BY POLE OWNER)
CONNECT COMMUNICATIONS EQUIPMENT
AND ANTENNAS TO GROUNDING BUS WITH
#6 AWG VIA C-TAPS.
(ANTENNA\RADIO TO MOUNT PIPE TO BUS)
#2 AWG SOLID TINNED COPPER BUS TO
RUN TO TOP OF POLE OR MAX HEIGHT OF
EQUIPMENT. (USE EXISTING BUS IF #2AWG
AND PERMITTED BY POLE OWNER)
CONNECT COMMUNICATIONS EQUIPMENT
AND ANTENNAS TO GROUNDING BUS WITH
#6 AWG VIA C-TAPS.
(ANTENNA\RADIO TO MOUNT PIPE TO BUS)
PROPOSED
COMMUNICATIONS
EQUIPMENT (TYP.)
POLE
PROPOSED GROUND ROD
EXOTHERMIC WELD
GROUND ROD COPPERWELD
5/8" X 10'-0" LONG
TWO HOLE COPPER
COMPRESSION TYPE
GROUND LUG
3/8" STAINLESS
STEEL BOLT
FLAT WASHER
GROUND BAR
OR EQUIPMENT NUT
LOCK WASHER
FLAT WASHER
#2 GROUND
CONDUCTOR
4"
4"
36
"
24
"
01/14/2026
OF 13
SMALL CELL NODE
CONSTRUCTION PLANS FOR
PROPOSED ANTENNA
SITES
CHECKED:
DESIGNED:
DRAWN:
ALL
JOB #:
verizon
ALL
6801 PORTWEST DR. STE 100,
HOUSTON, TX 77024
OFFICE 713-677-0964
P. MARSHALL & ASSOCIATES
CALL ALABAMA ONE CALL
(800) 482-8998
CALL 3 WORKING DAYS
BEFORE YOU DIG!
25VW_01S-025
DC
ISSUED FOR REVIEW
DATE
1/14/26
REV
0
DESCRIPTION:
6
ONE-LINE
DIAGRAM
GEC #8
(2) 8', 3-1/4" CU GND RODS TO BE
INSTALLED PER NEC
100A 2P
100 AMP SERVICE ENTRANCE
RATED LOAD CENTER
(SPEC TBD BY VERIZON CM)
100 AMP 240v METER
(MUST MEET CITY STANDARDS)
INCOMING UTILITY
SERVICE
ONE LINE DIAGRAM
LOAD ANALYSIS
ALL DC- SIZE PER MANUFACTURE RECOMMENDATION
OR UTILIZE PROPRIETARY CABLING
(VERIFY WITH VERIZON CONSTRUCTION MANAGER)
RECTIFIER
4G RRH25A 2P
#6 GND VPA CTAP (TYP.)
(3) #10 AWG & (1) #12 AWG GND
4G RRH
CBRS RRH
10A 1P
(2) #12 AWG & (1) #12 AWG GND
10A 1P
C-BAND
ANTENNA
10A 1P
10A 1P
(2) #12 AWG & (1) #12 AWG GND
(2) #12 AWG & (1) #12 AWG GND
(2) #12 AWG & (1) #12 AWG GND
C-BAND
ANTENNA
C-BAND
ANTENNA
01/14/2026
R.
O
.
W
.
9'
-
0
"
P
O
L
E
D
E
P
T
H
R.
O
.
W
.
SIDEWALK
6'-9" TO
RIGHT OF WAY
TOP OF
GRADE
811 LOCATES TO BE COMPLETED
BEFORE ANY DIGGING. CONSTRUCTION
WILL BE VERIFYING UTILITY LINES.
W W
S/W
TRANSFORMER
CONCRETE PAD
9'-5" TO
TRANSFORMER
TRANSFORMER
FIRE
HYDRANT
OF 13
SMALL CELL NODE
CONSTRUCTION PLANS FOR
PROPOSED ANTENNA
SITES
CHECKED:
DESIGNED:
DRAWN:
ALL
JOB #:
verizon
ALL
6801 PORTWEST DR. STE 100,
HOUSTON, TX 77024
OFFICE 713-677-0964
P. MARSHALL & ASSOCIATES
CALL ALABAMA ONE CALL
(800) 482-8998
CALL 3 WORKING DAYS
BEFORE YOU DIG!
25VW_01S-025
DC
ISSUED FOR REVIEW
DATE
1/14/26
REV
0
DESCRIPTION:
TYPICAL PROFILE
7
PROFILE
01/14/2026
OF 13
SMALL CELL NODE
CONSTRUCTION PLANS FOR
PROPOSED ANTENNA
SITES
CHECKED:
DESIGNED:
DRAWN:
ALL
JOB #:
verizon
ALL
6801 PORTWEST DR. STE 100,
HOUSTON, TX 77024
OFFICE 713-677-0964
P. MARSHALL & ASSOCIATES
CALL ALABAMA ONE CALL
(800) 482-8998
CALL 3 WORKING DAYS
BEFORE YOU DIG!
25VW_01S-025
DC
ISSUED FOR REVIEW
DATE
1/14/26
REV
0
DESCRIPTION:
8
ANTENNAS
SPECIFICATIONS
01/14/2026
OF 13
SMALL CELL NODE
CONSTRUCTION PLANS FOR
PROPOSED ANTENNA
SITES
CHECKED:
DESIGNED:
DRAWN:
ALL
JOB #:
verizon
ALL
6801 PORTWEST DR. STE 100,
HOUSTON, TX 77024
OFFICE 713-677-0964
P. MARSHALL & ASSOCIATES
CALL ALABAMA ONE CALL
(800) 482-8998
CALL 3 WORKING DAYS
BEFORE YOU DIG!
25VW_01S-025
DC
ISSUED FOR REVIEW
DATE
1/14/26
REV
0
DESCRIPTION:
9
CBRS RRH
SPECIFICATION
01/14/2026
OF 13
SMALL CELL NODE
CONSTRUCTION PLANS FOR
PROPOSED ANTENNA
SITES
CHECKED:
DESIGNED:
DRAWN:
ALL
JOB #:
verizon
ALL
6801 PORTWEST DR. STE 100,
HOUSTON, TX 77024
OFFICE 713-677-0964
P. MARSHALL & ASSOCIATES
CALL ALABAMA ONE CALL
(800) 482-8998
CALL 3 WORKING DAYS
BEFORE YOU DIG!
25VW_01S-025
DC
ISSUED FOR REVIEW
DATE
1/14/26
REV
0
DESCRIPTION:
10
RRH ORAN
SPECIFICATION
01/14/2026
OF 13
SMALL CELL NODE
CONSTRUCTION PLANS FOR
PROPOSED ANTENNA
SITES
CHECKED:
DESIGNED:
DRAWN:
ALL
JOB #:
verizon
ALL
6801 PORTWEST DR. STE 100,
HOUSTON, TX 77024
OFFICE 713-677-0964
P. MARSHALL & ASSOCIATES
CALL ALABAMA ONE CALL
(800) 482-8998
CALL 3 WORKING DAYS
BEFORE YOU DIG!
25VW_01S-025
DC
ISSUED FOR REVIEW
DATE
1/14/26
REV
0
DESCRIPTION:
11
RRH
SPECIFICATION
01/14/2026
OF 13
SMALL CELL NODE
CONSTRUCTION PLANS FOR
PROPOSED ANTENNA
SITES
CHECKED:
DESIGNED:
DRAWN:
ALL
JOB #:
verizon
ALL
6801 PORTWEST DR. STE 100,
HOUSTON, TX 77024
OFFICE 713-677-0964
P. MARSHALL & ASSOCIATES
CALL ALABAMA ONE CALL
(800) 482-8998
CALL 3 WORKING DAYS
BEFORE YOU DIG!
25VW_01S-025
DC
ISSUED FOR REVIEW
DATE
1/14/26
REV
0
DESCRIPTION:
RECTIFIER
SPECIFICATION
12
01/14/2026
OF 13
SMALL CELL NODE
CONSTRUCTION PLANS FOR
PROPOSED ANTENNA
SITES
CHECKED:
DESIGNED:
DRAWN:
ALL
JOB #:
verizon
ALL
6801 PORTWEST DR. STE 100,
HOUSTON, TX 77024
OFFICE 713-677-0964
P. MARSHALL & ASSOCIATES
CALL ALABAMA ONE CALL
(800) 482-8998
CALL 3 WORKING DAYS
BEFORE YOU DIG!
25VW_01S-025
DC
ISSUED FOR REVIEW
DATE
1/14/26
REV
0
DESCRIPTION:
TCP DETAIL
13
01/14/2026
1 65432 87
1 2 54 6 7 83
B
D
C
A A
C
D
B
FINAL ENGINEERING PREP
VERIZON WIRELESS
FAIRHOPE, AL 36532
DRAWING INDEX
REVISION
A12-30-2025
T1
7555-A PALMETTO COMMERCE PARKWAY
NORTH CHARLESTON, SC 29420 USA
P: (800)-755-0689 / F: (843)-207-0207
WWW.RAYCAP.COM
PROJECT MANAGER: DANIEL ROBERTS; 843-574-9675
DWG# 25-000128186
JOB# VZ25-017172-00
T1 TITLE SHEET
N1-N2 NOTES & SPECIFICATIONS
S1-S3 ASSEMBLY-ELEVATIONS
NOT FOR
CONSTRUCTION
RESERVED FOR
PROFESSIONAL
ENGINEER'S
STAMP
RCP-2501717-00RAYCAP PART#:
1 65432 87
1 2 54 6 7 83
B
D
C
A A
C
D
B
FILE PATH: C:\CHS\Designs\01 - SMALL CELL\Fairhope AL - VZ25-01717S-00\25-000128186.idw
VERIZON WIRELESS
FAIRHOPE, AL 36532
7555-A PALMETTO COMMERCE PARKWAY
NORTH CHARLESTON, SC 29420 USA
NOTES & SPECIFICATIONS A
SHEET #REVISION
DRAWN AT
AT
PROPRIETARY INFORMATION: THE INFORMATION CONTAINED WITHIN THIS DRAWING SET IS PROPRIETARY & CONFIDENTIAL BY
NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO RAYCAP, INC. IS STRICTLY PROHIBITED.
COPYRIGHT 2025 RAYCAP INC. ALL RIGHTS RESERVED
DWG# 25-000128186 DATE: 12-30-2025
REVISED
DESIGNED
DRAWING NOT TO SCALE.
ALL DIMENSIONS ARE IN INCHES
UNLESS OTHERWISE SPECIFIED
TOLERANCES:
DECIMAL: FRACTIONAL:
.X ± 0.1 X/X ± 1/16
.XX ±0.03
.XXX ±0.01
ANGLES ±.5°
ALL BENDING TOLERANCES:
± 1.0°
THIRD ANGLE PROJECTION N1
DISCLAIMERS:
1.ALL STRUCTURAL COMPONENTS TO BE CONNECTED TOGETHER SHALL BE COMPLETELY FIT UP ON
THE GROUND OR OTHERWISE VERIFIED FOR COMPATIBILITY PRIOR TO LIFTING ANY COMPONENT INTO
PLACE. REPAIRS REQUIRED DUE TO FIT-UP OR CONNECTION COMPATIBILITY PROBLEMS AFTER
PARTIAL ERECTION ARE THE FINANCIAL RESPONSIBILITY OF THE CONTRACTOR.
2.SOME TELECOMMUNICATION STRUCTURES ARE SUSCEPTIBLE TO WIND-INDUCED OSCILLATIONS.
OSCILLATIONS MAY OCCUR AT LOW OR MODERATE WIND SPEEDS AND MAY CAUSE STRUCTURAL
DAMAGE. TIA PROVIDES NO PRACTICAL ANALYTICAL METHOD TO PREDICT AND PREVENT
WIND-INDUCED STRUCTURAL OSCILLATIONS. RAYCAP, INC. RECOMMENDS FREQUENT MONITORING
TO IDENTIFY WIND-INDUCED OSCILLATION AND REGULAR CONDITION ASSESSMENTS TO IDENTIFY
FATIGUE CRACKING, LOOSE OR MISSING BOLTS, AND ANY OTHER STRUCTURAL DEFECTS. ANY
OSCILLATION OR DEFECTS OBSERVED SHALL BE IMMEDIATELY REPORTED TO RAYCAP, INC. FOR
FURTHER EVALUATION AND POSSIBLE REPAIRS OR MODIFICATIONS WHICH MAY BE REQUIRED AT THE
OWNERS EXPENSE.
3.WHERE EFFECTIVE PROJECTED AREAS (EPA) ARE USED, IT IS THE RESPONSIBILITY OF OTHERS TO
VERIFY INSTALLED EQUIPMENT DOES NOT EXCEED LISTED EPA.
SPECIAL INSPECTIONS & STRUCTURAL OBSERVATION:
1.STEEL FABRICATION SHALL BE DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND
APPROVED AS REQUIRED BY THE BUILDING CODE TO PERFORM SUCH WORK WITHOUT SPECIAL
INSPECTION. ALTERNATIVELY, SPECIAL INSPECTION OF MATERIALS, WELDING, AND FABRICATION
PROCEDURES SHALL BE REQUIRED FOR FABRICATION BY AN UNAPPROVED FABRICATOR.
2.NO FIELD WELDING SHALL BE PERMITTED.
3.THE FOLLOWING SPECIAL INSPECTIONS (WHERE APPLICABLE) SHALL BE REQUIRED PER CHAPTER 17
OF THE BUILDING CODE.
A. SPECIAL INSPECTION OF HIGH-STRENGTH BOLTING (WHEN
APPLICABLE):
I. PERIODIC SPECIAL INSPECTION IF BOLTS ARE
PRETENSIONED WITH MATCH-MARKING TECHNIQUES.
II. CONTINUOUS SPECIAL INSPECTION OF ALL OTHER
HIGH-STRENGTH BOLTING.
4.SPECIAL INSPECTION IS NOT REQUIRED FOR WORK OF A MINOR NATURE OR AS WARRANTED BY
CONDITIONS IN THE JURISDICTION AS APPROVED BY THE BUILDING OFFICIAL. THUS, SPECIAL
INSPECTION ITEMS ABOVE MAY BE WAIVED AS DEEMED APPROPRIATE BY THE BUILDING OFFICIAL.
5.NO STRUCTURAL OBSERVATION IS REQUIRED.
NOT FOR
CONSTRUCTION
RESERVED FOR
PROFESSIONAL
ENGINEER'S
STAMP
FRP
1.FRP STRUCTURAL SHAPES SHALL BE BEDFORD FRP SERIES 1525, MANUFACTURED USING THE
PULTRUSION PROCESS
2.IF PREFABRICATED MEMBERS DO NOT ASSEMBLE PER PLAN, CONTACT RAYCAP, INC. BEFORE
CUTTING OR ALTERING FABRICATED MEMBERS.
3.FRP STRUCTURAL MEMBERS SHALL BE FABRICATED AND ASSEMBLED AS INDICATED ON THE
DRAWINGS.
4.THE CONTRACTOR SHALL PROTECT THE FRP STRUCTURAL MEMBERS FROM ABUSE TO PREVENT
BREAKAGE, NICKS, GOUGES, ETC. DURING FABRICATION, HANDLING, AND INSTALLATION.
5.FRP BOLTS SHOULD BE TIGHTENED 1/2 TURN PAST SNUG AND LOCKED WITH EPOXY.
6.FRP OR STEEL BOLTS THROUGH FRP MEMBERS SHALL MEET THE FOLLOWING SPACING AND
EDGE DISTANCE REQUIREMENTS, MEASURED FROM BOLT CENTERS:
MIN. BOLT SPACING = 4 TIMES BOLT DIA
MIN. EDGE DIST = 3 TIMES BOLT DIA. IN DIRECTION OF PULTRUSION
MIN. EDGE DIST = 2 TIMES BOLT DIA. PERPENDICULAR TO
DIRECTION OF PULTRUSION
BALLASTED CONCEALMENTS
1.ROOF MUST BE CLEAN AND FREE OF DEBRIS.
2.THE BALLAST FRAME IS TO BEAR ON A NEOPRENE PAD PROVIDED BY OTHERS, PLACED BETWEEN
THE NEW BALLAST FRAME AND ROOF.
3.DESIGN ASSUMES CONTRACTOR IS RESPONSIBLE FOR LEVELING THE PLATFORM ON ROOF AND
PROVIDING APPROPRIATE SHIM METHOD IF ROOF IS SLOPED.
INVISIWAVE & STEALTHSKIN (RADOMES/PANELS/OTHERS):
1.RAYCAP INVISIWAVE CONCEALMENT IS RECOMMENDED FOR ALL 5G (CBAND AND MMWAVE)
FREQUENCIES AND ALL 4G FREQUENCIES.
2.RAYCAP STEALTHSKIN CONCEALMENT IS RECOMMENDED FOR FREQUENCIES UP TO 6GHZ.
3.FOR OPTIMUM RF PERFORMANCE, MOUNT MMWAVE RADIOS SO THE FACE OF THE RADIO IS 1.25" - 1.5"
FROM THE INSIDE OF THE INVISIWAVE CONCEALMENT MATERIAL, WITH AZIMUTH ADJUSTED AS CLOSE
TO PERPENDICULAR AS POSSIBLE.
4.INSTALLATION OF INVISIWAVE AND STEALTHSKIN RADOMES SHOULD BE DONE WITH CARE AS TO NOT
OVER-TIGHTEN THE HARDWARE. TO ENSURE PROPER PLACEMENT, USE THE PROVIDED HARDWARE
AND HAND-TOOLS ONLY. OVER-TIGHTENING MAY LEAD TO MATERIAL FAILURE OR PROPERTY
DAMAGE.
5.LOOSELY THREAD THE RADOME/PANEL/OTHER HARDWARE TO ALLOW APPROXIMATELY 1/8" OF FLEX
IN THE PERIMETER OR USE SHOULDER BOLTS IF PROVIDED. ENSURE HARDWARE IS INSTALLED TO
ALLOW THE RADOME TO MAINTAIN ITS SHAPE AND TO THERMALLY EXPAND/CONTRACT. USE BLUE
THREAD LOCK OR EQUIVALENT TO PREVENT FASTENERS FROM BACKING OUT.
STEALTHSKIN PANELS:
1.FASTENER HOLES IN STEALTHSKIN FOAM COMPOSITE PANELS ARE NOT FACTORY DRILLED AND MUST
BE DRILLED IN THE FIELD.
2.PANEL FASTENERS TO BE SPACED 12" O.C. MAX. AND LOCATED 6" MAX. HORIZONTALLY FROM EACH
EDGE AT TOP AND BOTTOM OF PANEL, UNLESS NOTED OTHERWISE. MAINTAIN 1 ½" MIN. EDGE
DISTANCE FROM ALL EDGES. 4' WIDE PANELS REQUIRE (4) FASTENERS TOP AND BOTTOM. 5' WIDE
PANELS REQUIRE (5) FASTENERS TOP AND BOTTOM.
3.WHEN FASTENER BOLT HEAD OR NUT BEARS DIRECTLY ON SURFACE OF STEALTHSKIN PANEL,
TIGHTEN PANEL BOLTS ONLY ½ TURN PAST SNUG. APPLY THREAD LOCK COMPOUND TO THE THREADS
OF METAL BOLTS. USE THIN BEAD OF EPOXY TO LOCK THE NUTS OF FRP BOLTS AND STEALTH}
STAINLESS STEEL PANEL BOLTS. USE WASHER OR FLANGED HEAD BOLT, OR FASTENER WITH LARGE
BEARING SURFACE.
4.PANELS WILL EXPAND AND CONTRACT DUE TO TEMPERATURE. WHEN INSTALLING PANELS IN COLD
TEMPERATURES, EVENLY SPACE PANELS ALONG LENGTH OF SCREEN WALL WITH EQUAL GAPS
BETWEEN PANELS TO ALLOW FOR EXPANSION DURING WARM TEMPERATURES.
5.ADJACENT FLAT PANELS ARE JOINED BY A VERTICAL FOAM SPLINE THAT IS INSERTED INTO GROOVES
CUT INTO THE SIDE OF EACH PANEL. DO NOT LIFT PANELS BY GROOVES. PANELS MUST BE LIFTED WITH
FORCE DIRECTED ONTO PANEL SURFACE.
6.ADJACENT RADIUS PANELS ARE JOINED BY A VERTICAL H-CHANNEL. INSERT PANELS INTO EACH SIDE
OF H-CHANNEL.
7.RADIUS PANELS MUST BE EVENLY SPACED ALONG RADIUS SUPPORT. CONTRACTOR TO MEASURE
LENGTH OF RADIUS SUPPORT AND DIVIDE BY THE NUMBER OF RADIUS PANELS TO DETERMINE PROPER
SPACING. H-CHANNEL CONNECTORS ARE USED TO COVER THE GAP BETWEEN PANELS AND TO ALLOW
FOR PANEL EXPANSION AND CONTRACTION.
8.SURFACES OF PANELS SHALL BE COATED WITH SUITABLE PAINT FOR UV PROTECTION. TOP EDGE OF
PANEL MUST BE COVERED TO PREVENT WATER TRAVEL BETWEEN PANELS. USE SHERWIN WILLIAMS
"COROTHANE II" OR PRE APPROVED EQUIVALENT.
9.EXPOSED TOP AND SIDE FOAM EDGES OF PANELS MUST BE COVERED OR COATED FOR UV
PROTECTION. RAYCAP, INC. WILL PROVIDE PANEL EDGE CAPS (VERTICAL AND HORIZONTAL) TO BE
FIELD APPLIED FOR THIS PURPOSE FOR MOST APPLICATIONS. HORIZONTAL AND VERTICAL PANEL EDGE
CAPS TO BE SECURED TO THE EXPOSED EDGES OF THE PANELS WITH PROVIDED TEK SCREWS
INSTALLED @ 12" MAXIMUM SPACING ON THE INSIDE FACE OF THE PANEL. IN RF SENSITIVE LOCATIONS,
CONTRACTOR WILL APPLY (2) BEADS OF ADHESIVE TO EACH INSIDE CORNER OF THE EDGE CAP AND
SECURE CAP TO PANEL WITH TAPE WHILE ADHESIVE CURES.
10.AT CORNER APPLICATIONS, VERTICAL PANEL EDGE CAPS ARE TO BE USED TO CAP BOTH EXPOSED
EDGES (1 PER CUT EDGE OF PANELS). THESE EDGE CAPS ARE TO BE CUT 1" SHORTER THAN THE
PANEL AND LEAVE 1" GAP AT THE TOP TO ALLOW ROOM FOR THE THE HORIZONTAL PANEL EDGE CAP
AT THE TOP. CONTRACTOR TO APPLY (2) BEADS OF ADHESIVE TO EACH EDGE CAP (INSIDE CORNERS
OF CAP), AND SECURE WITH TAPE AND/OR PROVIDED SCREWS (16 TOTAL PER CORNER) WHILE THE
ADHESIVE CURES. IF CORNERS ARE IN NON-RF AREAS, EDGE CAP SCREWS CAN BE LEFT IN PLACE.
11.WHEN FIELD DRILLING INTO STEEL MEMBERS FOR PANEL FASTENERS WITH THE PANELS IN PLACE, THE
HOLES IN THE PANELS ARE TO BE CLEANED THOROUGHLY AFTER DRILLING TO REMOVE ANY METAL
SHAVINGS PRIOR TO PANEL FASTENER INSTALLATION.
GENERAL
1.THIS PRODUCT IS SOLD PURSUANT TO RAYCAP, INC. TERMS AND CONDITIONS, WHICH ARE
INCORPORATED HEREIN BY REFERENCE.
2.THESE SHALL APPLY FOR ALL CASES UNLESS NOTED OTHERWISE (U.N.O.).
3.ANY ITEMS REFERENCED AS BEING ON “HOLD” ARE TO BE INCLUDED IN THE WORK AS SHOWN.
HOWEVER, CONSTRUCTION OR FABRICATION IS NOT TO BEGIN UNTIL THE “HOLD” REFERENCE IS
REMOVED.
4.IN THE CASE WHERE DIMENSIONS CONTAINED WITHIN ARE LABELED TO BE VERIFIED IN FIELD (V.I.F.),
THEY MUST BE FIELD VERIFIED AND/OR CUSTOMER APPROVED PRIOR TO FABRICATION OF MATERIALS.
5.IN THE CASE THAT THE PROPOSED IS TO BE PLACED ON AN EXISTING STRUCTURE, THE
MODIFICATIONS DEPICTED IN THESE DRAWINGS ARE INTENDED TO PROVIDE STRUCTURAL SUPPORT
FOR THE ADDITION OF THE TELECOM STRUCTURE OUTLINED WITHIN. THE EXISTING STRUCTURE,
WHETHER IT BE A FOUNDATION, POLE, OR BUILDING (IF APPLICABLE) SHALL BE ANALYZED AND
RETROFITTED AS REQUIRED, BY OTHERS, TO WITHSTAND THE LOADS IMPOSED BY THE NEW RAYCAP
STRUCTURE SHOWN ON THE DRAWINGS.
6.TELECOM PRODUCTS SHALL BE INSTALLED BY A CONTRACTOR EXPERIENCED IN SIMILAR WORK. CARE
SHALL BE TAKEN IN THE INSTALLATION OF ANY AND ALL MEMBERS IN ACCORDANCE WITH RECOGNIZED
INDUSTRY STANDARDS AND PROCEDURES. ALL APPLICABLE OSHA SAFETY GUIDELINES ARE TO BE
FOLLOWED. RAYCAP IS NOT PROVIDING FIELD INSTALLATION SUPERVISION.
7.NOTES FOR CONTRACTOR/INSTALLER: ALL BIDS FOR THE INSTALLATION/ERECTION OF THIS PRODUCT
SHALL INCLUDE, BUT NOT LIMITED TO THE FOLLOWING MINIMUM REQUIRED TRADES: RIGGING, STEEL
ERECTION, STEEL FABRICATION/MODIFICATION, WELDING, ELECTRICAL, CONCRETE, EXCAVATION AND
WATERPROOFING. CONTRACTOR MAY, IN CONTRACTOR’S SOLE AND ABSOLUTE DISCRETION,
DETERMINE ADDITIONAL TRADES ARE NECESSARY TO INSTALL/ERECT THE PRODUCT.
8.THESE DRAWINGS INDICATE THE MAJOR OPERATIONS TO BE PERFORMED, BUT DO NOT SHOW EVERY
FIELD CONDITION THAT MAY BE ENCOUNTERED. THEREFORE, PRIOR TO BEGINNING OF WORK THE
CONTRACTOR SHOULD SURVEY THE JOB SITE THOROUGHLY TO MINIMIZE FIELD PROBLEMS.
9.PROTECTION OF EXISTING STRUCTURES DURING THE COURSE OF THE CONSTRUCTION SHALL BE THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR.
10.THE STRUCTURAL INTEGRITY OF THIS STRUCTURE IS DESIGNED TO BE ATTAINED IN ITS COMPLETED
STATE. WHILE UNDER CONSTRUCTION ANY TEMPORARY BRACING OR SHORING WHICH MAY BE
REQUIRED TO MAINTAIN STABILITY PRIOR TO COMPLETION SHALL BE THE RESPONSIBILITY OF THE
GENERAL CONTRACTOR.
11.THE PLANS AND DETAILS WITHIN DO NOT INCLUDE DETAILS OR DESIGN FOR DRAINAGE FROM OR
WATERPROOFING OF EXTERIOR OR INTERIOR SURFACES OF THE STRUCTURE. THESE DETAILS MUST
BE COMPLETED BY OTHERS.
12.CONTRACTOR TO SHIM BASE PLATES AND MATING FLANGES AS REQUIRED TO ENSURE LEVEL
SURFACE.
METALS
1.STEEL FABRICATION AND INSTALLATION SHALL BE DONE IN ACCORDANCE WITH THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL AND SPECIFICATIONS.
2.STEEL I-SHAPE, ANGLE, CHANNEL, AND MISCELLANEOUS MEMBERS SHALL CONFORM TO ASTM A36 (36
KSI MIN. YIELD STRENGTH) STEEL SPECIFICATIONS, U.N.O.
3.STEEL PLATE MEMBERS SHALL CONFORM TO MINIMUM ASTM A36 (36 KSI MIN. YIELD STRENGTH) STEEL
SPECIFICATIONS U.N.O.
4.STAINLESS STEEL MEMBERS SHALL CONFORM TO MINIMUM 304 SS PER ASTM A240/A240M. (30 KSI MIN,
YEILD STRENGTH), U.N.O.
5.STEEL PIPE AND ROUND TUBE MEMBERS SHALL CONFORM TO ASTM A500 GRADE B (42 KSI MIN. YIELD
STRENGTH) STEEL SPECIFICATIONS, U.N.O.
6.STEEL RECTANGULAR AND SQUARE TUBE MEMBERS SHALL CONFORM TO ASTM A500 GRADE B (46 KSI
MIN. YIELD STRENGTH) STEEL SPECIFICATIONS, U.N.O.
7.STEEL WIDEFLANGE MEMBERS SHALL CONFORM TO ASTM A992 (50 KSI MIN, YIELD STRENGTH) STEEL
SPECIFICATIONS U.N.O.
8.STEEL TAPERED POLES SHALL CONFORM TO ASTM A572 GR50 FOR 11 GA AND ASTM A572 GR65 FOR
.188” and .25” WALL THICKNESS.
9.ALUMINUM PLATE MEMBERS SHALL BE GRADE 5052-H34. EXCEPTION FOR ⅜” OR THICKER UNBENT
MEMBERS TO BE GRADE 6061-T6.
10.ALUMINUM PIPE TO BE GRADE 6061-T6.
11.ALUMINUM TAPERED POLES TO BE GRADE 6063-T6.
12.ALL STRUCTURAL BOLTS SHALL CONFORM TO ASTM F3125 GRADE A325 SPECIFICATIONS, U.N.O. A325N
AND A325X ALLOWED. ALL BOLTS ARE RECOMMENDED TO BE ORIENTED WITH THREADS UP AND OUT
UNLESS SITE SPECIFIC CONDITIONS WARRANT OTHERWISE.
13.STRUCTURAL BOLTS SHALL BE TIGHTENED PER THE “TURN OF THE NUT” METHOD.
14.STRUCTURAL BOLT HOLE EDGE DISTANCES SHALL BE PER AISC SECTION J3
15.ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND PROCEDURES
OF THE AMERICAN WELDING SOCIETY (AWS) BY CERTIFIED WELDERS PER AWS D1.1 FOR STEEL, AWS
D1.2 FOR ALUMINUM AND AWS D1.6 FOR STAINLESS STEEL. STEEL WELDS SHALL BE BY E70XX, LOW
HYDROGEN ELECTRODE. ALUMINUM WELDS SHALL UTILIZE 4043 FILLER OR APPROVED ALTERNATIVES.
VERIFY FILLER MATERIAL IS COMPATIBLE WITH BASE METAL FOR EACH WELDED JOINT.
16.UNCOATED STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123 SPECIFICATIONS AFTER
FABRICATION OR PAINTED WITH RUST INHIBITIVE PRIMER.
17.STEEL HARDWARE SHALL BE HOT DIP GALVANIZED PER ASTM F2329, U.N.O.
18.AFTER ANY FIELD HOLE PUNCHING / DRILLING OR CUTTING HAS BEEN COMPLETED, OR FOR ANY
DAMAGED STRUCTURAL MEMBER, THE GALVANIZING MUST BE REPAIRED ACCORDING TO ASTM A780.
19.ALL WELDED STEEL ASSEMBLIES AND INDIVIDUAL STEEL PARTS SHOULD HAVE THE PART NUMBER
WELDED OR TAGGED ONTO THE PART OR ASSEMBLY. IF WELDED, THE PART NUMBERS SHOULD BE
LOCATED CONSISTENTLY AND AWAY FROM ANY CONNECTION POINT TO AVOID ANY INTERFERENCE
ISSUES WITH THE WELD.
20.DISSIMILAR METALS IN CONTACT SHALL BE INSULATED WITH PAINT OR OTHER APPROVED COATING TO
PREVENT GALVANIC CORROSION.
1 65432 87
1 2 54 6 7 83
B
D
C
A A
C
D
B
FILE PATH: C:\CHS\Designs\01 - SMALL CELL\Fairhope AL - VZ25-01717S-00\25-000128186.idw
VERIZON WIRELESS
FAIRHOPE, AL 36532
7555-A PALMETTO COMMERCE PARKWAY
NORTH CHARLESTON, SC 29420 USA
NOTES & SPECIFICATIONS A
SHEET #REVISION
DRAWN AT
AT
PROPRIETARY INFORMATION: THE INFORMATION CONTAINED WITHIN THIS DRAWING SET IS PROPRIETARY & CONFIDENTIAL BY
NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO RAYCAP, INC. IS STRICTLY PROHIBITED.
COPYRIGHT 2025 RAYCAP INC. ALL RIGHTS RESERVED
DWG# 25-000128186 DATE: 12-30-2025
REVISED
DESIGNED
DRAWING NOT TO SCALE.
ALL DIMENSIONS ARE IN INCHES
UNLESS OTHERWISE SPECIFIED
TOLERANCES:
DECIMAL: FRACTIONAL:
.X ± 0.1 X/X ± 1/16
.XX ±0.03
.XXX ±0.01
ANGLES ±.5°
ALL BENDING TOLERANCES:
± 1.0°
THIRD ANGLE PROJECTION N2
REVISION TABLE
REVISION DESIGNER DATE SCOPE OF REVISION REF. DOC. [ REV ] (TYPE)
A AT 12-30-2025 ISSUE FOR FE PREP ---
NOT FOR
CONSTRUCTION
RESERVED FOR
PROFESSIONAL
ENGINEER'S
STAMP
FRONT RIGHT
DETAIL A
TOPPER EQUIPMENT
CONFIGURATION
A
VERIZON WIRELESS
FAIRHOPE, AL 36532
7555-A PALMETTO COMMERCE PARKWAY
NORTH CHARLESTON, SC 29420 USA
ASSEMBLY - ELEVATIONS S1 A
SHEET #REVISION
DRAWN AT
AT
PROPRIETARY INFORMATION: THE INFORMATION CONTAINED WITHIN THIS DRAWING SET IS PROPRIETARY & CONFIDENTIAL BY
NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO RAYCAP, INC. IS STRICTLY PROHIBITED.
COPYRIGHT 2025 RAYCAP INC. ALL RIGHTS RESERVED
DWG#: 25-000128186 DATE: 12-30-2025
REVISED
DESIGNED
DRAWING NOT TO SCALE.
ALL DIMENSIONS ARE IN INCHES
UNLESS OTHERWISE SPECIFIED
TOLERANCES:
DECIMAL: FRACTIONAL:
.X ± 0.1 X/X ± 1/16
.XX ±0.03
.XXX ±0.01
ANGLES ±.5°
ALL BENDING TOLERANCES:
± 1.0°
THIRD ANGLE PROJECTION
1 65432 87
1 2 54 6 7 83
B
D
C
A A
C
D
B
0'-0"
GRADE
9'-0" `
BURY
DEPTH
4'-8"
METER
BULB CL
7'-0"
TOP OF
DISCONNECT
24'-0"
25'-8 5/8"
CBRS CL
37'-6"
OAH
6 5/8 in
METER / DISCONNECT
CABLING ROOM
RAYCAP RSx-D
DISCONNECT
(AVAILABLE
FOR PURCHASE)
RAYCAP RTF-1724
FIBER BOX
(AVAILABLE
FOR PURCHASE)
0'-0"
GRADE
5'-0"
FIBER CL
SAMSUNG 4T4R CBRS
(STRAPPED TO POLE
WITH STRAPS
BY OTHERS)
CABLING SLOT
TYP. 180~
MILBANK METER
U7040-XL-TG-HSP
(BY OTHERS)
BASE POLE DETAILS
PER SHEET S2
RAYCAP RSCAC-1028
EQUIPMENT CABINET
(AVAILABLE FOR
PURCHASE)
DIRECT BURY DEPTH SUBJECT TO CHANGE
PENDING FINAL ENGINEERING ANALYSIS
NOT FOR
CONSTRUCTION
RESERVED FOR
PROFESSIONAL
ENGINEER'S
STAMP
n10 3/4"(
10" STD PIPE
O.D. 0.365" THK.)
0'-0"
GRADE
9'-0" `
BURY
DEPTH
15'-0"
BOTTOM
OF SHROUD
18'-0"
TOP OF
SHROUD
24'-0"
29'-1"
TOP OF
POLE
32'-0"
RAD CL
33'-11 5/8"
BOTTOM
OF OMNI
35'-5 5/16"
OMNI CL
36'-11"
TOP OF
OMNI
1'-11"
22 inn
VENTILATED
INVISIWAVE
RADOME
LEAVES
BONDED
INVISIWAVE
RADOME
VENTILATED
SHEET METAL
TRANSITION
(3) SAMSUNG MT1602D-48A
(PROVIDED BY OTHERS)
JMA CX16OMI236-1C
(PROVIDED BY OTHERS)
(3) MTR-2245F-002-X
(PURCHASED SEPARATELY)
MTB-2245S-001-X
(PURCHASED SEPARATELY)
51 in 8 5/8 in
CABLE
CLEARANCE
6'-0"
2'-0"
LUMINAIRES
(BY OTHERS)
LIGHT ARM DETAILS
PER SHEET S3
TOPPER STAMPED SEPARATELY UNDER:
RA23-00404S-00 - RAYCAPSTAX
NATIONWIDE USA, REV-C, 05-24-2023
MTT-2210S1-002-X
(PURCHASED SEPARATELY)
RCP-2501717-00RAYCAP PART#:
SAP#: 25-000128768PRELIMINARY REPRESENTATION OF:
FRONTLEFT RIGHT BACK
VIEW B-B
SECTION C-C
DETAIL D
SECTION E-E
TYP. ALL HANDHOLES
SECTION F-F
SECTION G-G
B B
C
CD
E E
F F
G
G
VERIZON WIRELESS
FAIRHOPE, AL 36532
7555-A PALMETTO COMMERCE PARKWAY
NORTH CHARLESTON, SC 29420 USA
ASSEMBLY - ELEVATIONS S2 A
SHEET #REVISION
DRAWN AT
AT
PROPRIETARY INFORMATION: THE INFORMATION CONTAINED WITHIN THIS DRAWING SET IS PROPRIETARY & CONFIDENTIAL BY
NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO RAYCAP, INC. IS STRICTLY PROHIBITED.
COPYRIGHT 2025 RAYCAP INC. ALL RIGHTS RESERVED
DWG#: 25-000128186 DATE: 12-30-2025
REVISED
DESIGNED
DRAWING NOT TO SCALE.
ALL DIMENSIONS ARE IN INCHES
UNLESS OTHERWISE SPECIFIED
TOLERANCES:
DECIMAL: FRACTIONAL:
.X ± 0.1 X/X ± 1/16
.XX ±0.03
.XXX ±0.01
ANGLES ±.5°
ALL BENDING TOLERANCES:
± 1.0°
THIRD ANGLE PROJECTION
1 65432 87
1 2 54 6 7 83
B
D
C
A A
C
D
B
NOT FOR
CONSTRUCTION
RESERVED FOR
PROFESSIONAL
ENGINEER'S
STAMP
0'-0"
24'-10"
33'-0"
37'-1"
38'-1"
0'-0"
7'-6"
12'-0"
17'-0"
37'-1"
0'-0"
24'-10"
33'-0"
37'-1"
1" THK.
1/2"
INSERT
DEPTH
3/16
TYP. EACH
SPOKE
1/2"
2"
3/16
n11 3/4" O.D.
n10 3/4"(
10" STD PIPE
O.D. 0.365" THK.
4x8x3/8" HSS
REINFORCED
HANDHOLE
TYP. (2) ELEVATIONS
4x8x3/8" HSS
REINFORCED
HANDHOLE
4x8x3/8" HSS
REINFORCED
HANDHOLE
3x12" SLOTS
THRU BOTH SIDES
4x8x3/8" HSS
REINFORCED
HANDHOLE
TYP. (2) ELEVATIONS
3/16
n1 1/4"
THRU 4X
45.0°
TYP
n8 3/4"
1/2" THK.
0'-0"
7'-6"
12'-0"
33'-0"
37'-1"
n2 in THRU
BOTH SIDES
n2 in THRU
BOTH SIDES
3"
n6 1/2 in B.C.
n3 1/4"
n13/16 in THRU 3X
FOR 3/4" HARDWARE
120.0°
5 in
5 in
R2 1/2" TYP
LIGHT ARM PLATE
DETAILS PER S3
SECTION K-K
LIGHT MOUNT PLATE
1-1/4" THK STEEL PLATE
SECTION L-L
LIGHT ARM PLATE
5/8" THK STEEL PLATE
DETAIL M
LIGHT ARM DETAILS
SECTION N-N
LIGHT MOUNT
PLATE DETAILSK
K
L
L
M
N N
1 65432 87
1 2 54 6 7 83
B
D
C
A A
C
D
B
VERIZON WIRELESS
FAIRHOPE, AL 36532
7555-A PALMETTO COMMERCE PARKWAY
NORTH CHARLESTON, SC 29420 USA
ASSEMBLY - ELEVATIONS S3 A
SHEET #REVISION
DRAWN AT
AT
PROPRIETARY INFORMATION: THE INFORMATION CONTAINED WITHIN THIS DRAWING SET IS PROPRIETARY & CONFIDENTIAL BY
NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO RAYCAP, INC. IS STRICTLY PROHIBITED.
COPYRIGHT 2025 RAYCAP INC. ALL RIGHTS RESERVED
DWG#: 25-000128186 DATE: 12-30-2025
REVISED
DESIGNED
DRAWING NOT TO SCALE.
ALL DIMENSIONS ARE IN INCHES
UNLESS OTHERWISE SPECIFIED
TOLERANCES:
DECIMAL: FRACTIONAL:
.X ± 0.1 X/X ± 1/16
.XX ±0.03
.XXX ±0.01
ANGLES ±.5°
ALL BENDING TOLERANCES:
± 1.0°
THIRD ANGLE PROJECTION
8"
6 1/4"
2"
4"
R3/4"
7/8"
2"4"
n5/8 in THRU 2X
FOR 1/2" HARDWARE
8"
6 1/4"
7/8"
4"
2"
2 3/8"
2 1/16"
R3/4"
n9/16 in THRU 2X
FOR 1/2" HARDWARE
6'-0"
2'-0"
3/16
n2 3/8"
2" STD PIPE
.154" WALL THK
NOT FOR
CONSTRUCTION
RESERVED FOR
PROFESSIONAL
ENGINEER'S
STAMP
1 1/4" TYP1/4" TYP
3/16 TYP.