HomeMy WebLinkAbout20250217 (Adjacent to) 24 Underwood Verizon Utility Pole NOD
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Tamie Ehinger, Chair
Rob DuBoff, Vice Chair
Chris Bennett
Leslie DiCarlo
Jeff Gritsavage
Geoff Wood
Karen Cavotta, Alternate
CITY OF SARATOGA SPRINGS
D ESIGN R EVIEW B OARD
❖
City Hall - 474 Broadway
Saratoga Springs, New York 12866
Tel: 518-587-3550 x.2517
www.saratoga-springs.org
NOTICE OF DECISION
In the matter of the application
#20250217
(Adjacent to) 24 Underwood Verizon Utility Pole
(Adjacent to) 24 Underwood
Saratoga Springs, New York 12866
involving Architectural Review of addition of wireless small cell antenna and equipment to an existing utility pole in the
public right-of-way within the Urban Residential-1 (UR-1) District., tax parcel # 166.10-4-32, within the City of Saratoga
Springs.
In accordance with 6 NYCRR Part 617, the Design Review Board classifies this request as a SEQR:
Type II action – exempt from further SEQR review
And, in accordance with the objectives, standards and guidelines contained in the Unified Development Ordinance
Article 240-13.9 Architectural Review Applicability and Approval Standards, the Design Review Board issues the
following decision on April 9, 2025:
Approve the application with the following conditions:
Applicant to paint the equipment to match the utility pole
Note: this approval shall expire 18 months from the issuance date unless any necessary building permit has been
issued and actual work begun.
Record of vote:
motion to approve made by T Ehinger, seconded by G Wood: passed 6-0
As a result of this decision, the applicant:
may proceed with the plans as approved
Please contact the Building Department to verify permit requirements.
Chair Received by Accounts
cc: Building Department File
Accounts Dept.
Applicant/Agent
CELLCO PARTNERSHIP7
d / b/ a
verizon
1275 JOHN STREET, SUITE 100
WEST HENRIETTA, NY 14586
Tecton'i*c
PRACTICAL SOLUTIONS.EXCEPTIONAL SERVICE.
Tectonic Engineering Consultants, Geologists dt Land Surveyors, D.P.C.
Project Contact Info
36 British American Blvd. Phone: (518) 783-1630
Suite 101 800) 829-6531
Latham, NY 12110 www.tectonicengineering.com
WO NUMBER DRAWN BY REVIEWED BY
0 571F LP SM
NO. DATE ISSUE
0 02/03/25 FOR REGULATORY
CROMMELIN DR RELEASED BY DATE
S OF NE
1-P
ZE ID#:6 4 LU
NO
o 08750-1
G5000931236 SUMMARY OF MAKE READY WORK
R FESSIONP
UTILITY POLE 6/VZ 1. FLAGGING REQUIRED. CONTRACTOR TO SET UP TRAFFICNGMAINTENANCEFLAGGINGPERSONNELPERMUTCDREQUIREMENTS. UNAUTHORIZED ALTERATION OR ADDITIONS TO A PLAN
BEARING THE SEAL OF A LICENSED ENGINEER OR LAND
SURVEYOR IS A VIOLATION OF SECTION 7209
2. ELCO TO SET NEW 45' LONG CLASS 3 UTILITY POLE. BURY DEPTH SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION
OF NEW POLE TO BE 6.5'. REMOVE EXISTING 40' LONG CLASS 5
LAW.
UTILITY POLE. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE
OF THE SIGNATURE AND AN ORIGINAL EMBOSSED
SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF
3. INSTALL P10B 24" BELOW TIP ROADSIDE AND TRANSFER PRIMARY. THE PROFESSIONAL ENGINEER OR LAND SURVEYOR
N
SHALL NOT BE CONSIDERED VALID COPIES.
SITE ADDRESS: ADJ TO 24 UNDERWOOD DR 4. TRANSFER SECONDARY 96" BELOW PRIMARY AT 28'6".
SARATOGA SPRINGS, NY 12866 SHT.DESCRIPTION REV REVISION
0 1
p
MUNICIPALITY: CITY OF SARATOGA SPRINGS
NO. NO DATE 5. INSTALL SINGLE POLE GROUND AND ROD PER 13-111 FOR ANTENNA
EQUIPMENT AND BOND NEUTRAL.ORIGINAL SIZE IN INCHES
r,
al COUNTY: SARATOGA T-1 TITLE SHEET 0 02/03/25 22x34 FORMAT)
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NATIONAL GRID APPROVED CONTRACTOR TO PERFORM ALL WORK.
CONTRACTOR TO REFER TO NATIONAL GRID OVERHEAD CONSTRUCTION
TAX MAP NUMBER: PUBLIC R.O.W. STANDARD MANUAL FOR ALL DETAILS AND ATTACHMENT 0 1
GN-1 GENERAL NOTES 0 02/03/25 SPECIFICATIONS.
STRUCTURE COORDINATES:43.087382°
1 73.758253° LICENSE APPLICATION #CROMMELIN DR-5000931236 ORIGINAL SIZE IN INCHES
C-1 SITE PLAN & EQUIPMENT PLAN 0 02/03/25 WORK REQUEST #31085936 11 x17 FORMAT)
GROUND ELEVATION: 306f AMSL C-2A MAKE READY SCOPE OF WORK 0 02/03/25SITEDrivingscFoolo SITE INFORMATION
c POLE OWNER: NATIONAL GRID/VERIZON C-2B POLE ELEVATION & DETAIL 0 02/03/25 UTILITY PROVIDERS
CROM M ELIN DRC-3 POLE MOUNT DETAILS 0 02/03/253;
40
m POLE #: NG 6/VZ 6
ELECTRIC PROVIDER: NATIONAL GRID
fl R. ACCOUNT #: 2016022 6
6008 FUZE ID#: 16085148
APPLICANT:VERIZON WIRELESS E-1 ELECTRICAL & GROUNDING DIAGRAMS & DETAILS 0 02/03/25 PLANNER: MARK WEBSTER
yLn
1275 JOHN STREET, SUITE 100 PHONE: 781) 907-3996 MDG#: 5000931236WESTHENRIETTA, NY 14586
FIBER:VERIZON SITE ADDRESS
cOarmmelinpl CONTACT PERSON: MAGGIE BAUGHMAN
m
UTILITY PO LE# N G 6/VZ 6
CONTACT PHONE: 585) 321 -5390
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Before You Dig, Drill Or Blast! ADJ TO 24 UNDERWOOD DR
o Dig Safely. CITY OF SARATOGA SPRINGS
a New York SARATOGA COUNTY
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UNDERGROUND FACILITIES
PROJECT SUMMARY
PROTECTIVE ORGANIZATION NY 12866
VICINITY MAP
CALL US TOLL FREE 1-800-962-7962
NY industrial code rule 753 requires no less than two
SHEET TITLE
working days notice,but not more than ten days notice.
PROJECT DESCRIPTION DIG SAFELY - NEW YORK
TITLE SHEET
D R E C T O N S
THE PROPOSED WORK CONSISTS OF:
DIRECTIONS TO SITE:
REMOVE EXISTING WOODEN UTILITY POLE. REPLACE WITH A DO N 0 T SCALE DRAWINGS
FROM NORTH
COLON FROM USE 4 N, MORR SONBUSHSWITCHFAVETY, GET ON 1-787 N IN
AND NY-378 W. TAKE 1-87 N ALL APPURTENANCES TOT HEODENPROPOSEDTYPOLE. SHEET
AND RELOCATE
SHEET INDEX THESE DRAWINGS ARE FORMATTED FOR 22"x34" FULL SIZE AND 11"x17>'
SHEET NUMBER
TO NY-91P N/UNION AVE IN SARATOGA SPRINGS. TAKE EXIT 14 FROM HALF SIZE. OTHER SIZED VERSIONS ARE NOT PRINTED TO THE SCALE
1-87 N. CONTINUE ON NY-9P N/UNION AVE. USE THE RIGHT LANE TO INSTALL (1 ) CELLULAR ANTENNA & ASSOCIATED EQUIPMENT ON SHOWN. CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS
EXISTING POLE. THIS SET OF PLANS SHALL NOT BE UTILIZED AS CONSTRUCTION DOCUMENTS
CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THEMERGEONTONY-9P N/UNION AVE. TURN RIGHT ONTO HENNING RD. UNTIL ALL ITEMS OF CONCERN HAVE BEEN ADDRESSED AND EACH OF THE
TURN LEFT ONTO LAKE AVE. TURN RIGHT ONTO UNDERWOOD DR. THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH
SITE WILL BE ON THE RIGHT.INSTALL ELECTRICAL, TELCO AND CABLE ROUTING AS NECESSARY. DRAWINGS HAS BEEN REVISED AND ISSUED FOR CONSTRUCTION
THE WORK OR BE RESPONSIBLE FOR SAME.
I T l
ELECTRICAL NOTES LANTENNA MOUNTING NOTES GENERAL NOTES
1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT
1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORKSPECIFICATIONS, NEC AND ALL APPLICABLE LOCAL CODES. 1. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO
ANSI/TIA-222-H-2017 "STRUCTURAL STANDARD FOR ANTENNA STATE BUILDING CODE, AND ALL OTHER APPLICABLE CODES AND verizon2. ALL ELECTRICAL EQUIPMENT AND ACCESSORIES SHALL BE U.L. APPROVED OR LISTED. SUPPORTING STRUCTURES, ANTENNAS AND SMALL WIND TURBINE ORDINANCES.
SUPPORT STRUCTURES". THE BUILDING CODE OF NEW YORK STATE, AND
2. CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ALL3. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ALL OTHER APPLICABLE LOCAL, STATE, AND FEDERAL CODES.
CONDITIONS AFFECTING THE PROPOSED WORK AND MAKE PROVISIONS AS TOACCESSTOEQUIPMENTISNOTBLOCKED.
THE COST THEREOF. CONTRACTOR SHALL BE RESPONSIBLE FOR
2. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN
FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS 1275 JOHN STREET, SUITE 100
4. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE ACCORDANCE WITH ASTM A123 "ZINC (HOT-DIP GALVANIZED) COATINGS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED WEST HENRIETTA, NY 14586
REQUIREMENTS OF THE NEC. ON IRON AND STEEL PRODUCTS", UNLESS OTHERWISE NOTED. AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES
5. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS
SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE
REQUIRED BY THE NEC.
3. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE COMMENCEMENT OF WORK.
GALVANIZED IN ACCORDANCE WITH ASTM A153 "ZINC-COATING (HOT-DIP)
6. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E., HOTS), GROUNDING, AND T1
ON IRON AND STEEL HARDWARE", UNLESS OTHERWISE NOTED. 3. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A TectonicCONDUCTORANDCABLESHALLBELABELEDWITHCOLOR-CODED INSULATION OR ELECTRICAL
DIAGRAMMATIC OUTLINE ONLY, UNLESS OTHERWISE NOTED. THE WORK SHALL
TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL).
4. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR
REPAIR
EXCEPTIONAL SERVICE.
THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA.
GALVANIZING IN ACCORDANCE WITH ASTM A780 REPAIR OF DAMAGED NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.
Tectonic Engineering Consultants, Geologists & Land Surveym, G.P.C.
AND UNCOATED AREAS OF HOT-DIP GALVANIZED COATINGS", USING COLD Project Contact Info
GALVANIZING COMPOUND AS MANUFACTURED BY ZINGA-USA OR ZINC 4. DIMENSIONS SHOWN ARE TO FINISH SURFACES, UNLESS OTHERWISE NOTED.36 British American Blvd. Phone: (518) 783-1630
7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED. ALL EQUIPMENT SHALL BE Suite 101 800) 829-6531
KOTE, OR ENGINEER APPROVED EQUAL WITH A MINIMUM METALLIC ZINC SPACING BETWEEN EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS Latham, NY 12110 www.tectonicengineering.com
LABELED WITH THEIR VOLTAGE RATING, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT
CONTENT OF 95% BY WEIGHT IN DRY FILM. DRY FINISHED COATING CRITICAL TO FIELD VERIFY DIMENSIONS. SHOULD THERE BE ANY QUESTIONS
ID NUMBERS (I.E., PANELBOARD AND CIRCUIT ID'S).
THICKNESS SHALL BE 3 MILS MINIMUM. REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS AND/OR
WO NUMBER DRAWN BY REVIEWED BY
DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A
8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) 5. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH DOUBLE NUTS AND CLARIFICATION FROM THE CARRIER'S AUTHORIZED REPRESENTATIVE OR THE 12397.057 LP SM
SHALL BE CLEARLY LABELED. SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S ENGINEER PRIOR TO PROCEEDING WITH THE WORK.
SPECIFICATIONS.
1 L
NO. DATE ISSUE
9. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE 5. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR 0 02/03/25 FOR REGULATORY
SINGLE CONDUCTOR (#14 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, 6. DESIGN OF THE ANTENNA MOUNTING BRACKETS, SUPPORTS, AND ALL MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS,
STRANDED COPPER CABLE RATED FOR 90°C (WET AND DRY) OPERATION; LISTED OR COMPONENTS THEREOF AND ATTACHMENT THERETO SHALL BE THE AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK.
LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. RESPONSIBILITY OF THE MANUFACTURER. MANUFACTURER SHALL PROVIDE
THE OWNER DRAWINGS DETAILING ALL COMPONENTS OF THE ASSEMBLY, 6. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE
10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR INCLUDING CONNECTIONS, DESIGN LOADS, AND ALL OTHER PERTINENT IN WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY
6 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, DATA. MANUFACTURER SHALL ALSO PROVIDE THE OWNER WITH A ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS.
STRANDED COPPER CABLE RATED FOR 90°C (WET AND DRY) OPERATION; LISTED OR STATEMENT OF COMPLIANCE, INDICATING THAT THE ANTENNA SUPPORTS
LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. HAVE BEEN DESIGNED IN ACCORDANCE WITH ANSI/TIA-222-H 7. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER OF ALL
STANDARDS. ALL SUBMISSIONS SHALL BEAR THE SIGNATURE AND SEAL PRODUCTS OR ITEMS NOTED AS "EXISTING" WHICH ARE NOT FOUND TO BE IN
11. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI-CONDUCTOR, OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK. THE FIELD.
TYPE USE-2 CABLE (#14 AWG OR LARGER), 600 V, OIL RESISTANT RHW-2 OR XHHW-2, RELEASED BY DATE
STRANDED COPPER CABLE RATED FOR 90°C (WET AND DRY) OPERATION; WITH OUTER 8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST
JACKET; LISTED OR LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED. CONSTRUCTION SKILLS AND ATTENTION. CONTRACTOR SHALL BE SOLELY
STRUCTURAL NOTE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,
12. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE SEQUENCES, PROCEDURES, AND FOR COORDINATING ALL PORTIONS OF THE
LUGS AND WIRE NUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL WORK UNDER CONTRACT, UNLESS OTHERWISE NOTED.
BE RATED FOR OPERATION AT NO LESS THAN 90°C. 1. THE VERIFICATION OF STRUCTURAL ADEQUACY AND DESIGN OF THE
9, ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT
ATTACHMENTS MUST BE PERFORMED, PRIOR TO THE COMMENCEMENT
EXPERIENCED WORKMEN IN ACCORDANCE WITH APPLICABLE CODES AND THE ti )F NE
13. ELECTRICAL METALLIC TUBING (EMT) OR RIGID METALLIC CONDUIT (RMC) SHALL BE USED OF CONSTRUCTION, BY A PROFESSIONAL ENGINEER LICENSED IN THE
BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE
FOR EXPOSED OR CONCEALED LOCATIONS. STATE OF NEW YORK.
AS INDICATED ON THE DRAWINGS.
14. ALL OUTDOOR EXPOSED CONDUIT SHALL BE PVC SCHEDULE 80 AND SHALL BE SUPPORTED 2. REFER TO STRUCTURAL ANALYSIS REPORT PREPARED BY XXXXXXXXXXX
co
ADEQUATELY.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA,
DATED XX/XX/XX. AND ADJACENT AREAS, THAT ARE LIKELY TO BE AFFECTED BY THE WORK
15. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED OUTDOORS,
UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA
REQUIREMENTS o Qer50
WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. LFMC SHALL CONFORM TO NEC R FESSIONP
ARTICLE 350. 11. CONTRACTOR SHALL COORDINATE HIS WORK AND SCHEDULE HIS ACTIVITIES
AND
16. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND GROUNDING NOTES OWNERORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS OF THE
APPROVED FOR THE LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE.
17. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN
12. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH UNAUTHORIZED ALTERATION OR ADDITIONS TO A PLAN
GROUND TESTING AFTER CONSTRUCTION: THE WORK OF OTHERS AS IT MAY RELATE TO RADIO EQUIPMENT, ANTENNAS BEARING THE SEAL OF A LICENSED ENGINEER OR LAND
ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. AND ANY OTHER PORTIONS OF THE WORK.
SURVEYOR IS A VIOLATION of SECTION EEDSUBDIVISION2OFTHENEWYORKSTATEEDUCATION
1. AFTER COMPLETION OF CONSTRUCTION OF THE CELL SITE GROUND SYSTEM, LAW.
18. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE A POST INSTALLATION GROUND TEST SHALL BE PERFORMED BY THE 13. CONTRACTOR SHALL MAINTAIN LIABILITY INSURANCE TO PROTECT THE OWNER COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE
GALVANIZED OR EPDXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED CONTRACTOR. THE CONTRACTOR SHALL DETERMINE THE GROUND AND CARRIER.OF THE SIGNATURE AND AN ORIGINAL EMBOSSED
NEMA 3R (OR BETTER) OUTDOORS. RESISTANCE FOR ALL SITES AFTER INSTALLATION OF THE EARTH GROUND
SEAL
R
ORIGINAL STAMP IN BLUE OR RED INK of
THE PROFESSIONAL ENGINEER OR LAND SURVEYOR
19. IF REQUIRED, CONTRACTOR SHALL APPLY FOR ELECTRICAL SERVICE AS SOON AS POSSIBLE
SYSTEM. A PRELIMINARY EARTH RESISTIVITY TEST (3 POLE TEST OR 14. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH SHALL NOT BE CONSIDERED VALID COPIES.
AND COORDINATE REQUIREMENTS, SERVICE ROUTING, AND METER SOCKET TYPE WITH LOCAL
CLAMP-ON-METER) SHALL BE PERFORMED PRIOR TO BACK FILLING ALL MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OR
POWER COMPANY.
TRENCHES AS SPECIFIED IN VERIZON NETWORK STANDARDS (NSTD46) AND WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE.
0 1
THE NATIONAL ELECTRIC CODE.
15. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT,
20. CONTRACTOR SHALL OBTAIN ALL PERMITS, PAY PERMIT FEES, AND SCHEDULE INSPECTIONS. ORIGINAL SIZE IN INCHES
2. APPROVED MEASUREMENT METHODS FOR POST INSTALLATION GROUND IMPROVEMENTS, PIPING, ANTENNA AND ANTENNA CABLES. REPAIR ANY
21. CONTRACTOR SHALL LABEL ELECTRICAL EQUIPMENT IN ACCORDANCE WITH NEC 110.16 AND
TESTING SHALL BE ONE OF THE FOLLOWING METHODS: DAMAGE THAT OCCURS DURING CONSTRUCTION. 22x34 FORMAT)
110.24.
A. FALL OF POTENTIAL METHOD - 3 POINT
B. CLAMP-ON RESISTANCE TEST 16. REPAIR ALL EXISTING SURFACES DAMAGED DURING CONSTRUCTION SUCH 0 1
22. CONTRACTOR SHALL VERIFY THAT THE MAIN BONDING JUMPER AND GROUNDING ELECTRODE
C. TOWER AND EXTERNAL CONDUCTOR TEST THAT THEY MATCH AND BLEND WITH ADJACENT SURFACES.
CONDUCTOR IS INSTALLED PROPERLY AT SERVICE ENTRANCE.
3. A GROUNDING RESISTANCE TEST REPORT SHALL BE PREPARED UPON 17. KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS ORIGINAL SIZE IN INCHES
COMPLETION OF THE TESTING. THE TEST REPORT SHALL SHOW THE AND RUBBISH. EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY 11 x17 FORMAT)23. WHERE ELECTRICAL POWER IS TO BE SUB-FED FROM AN EXISTING DISTRIBUTION SYSTEM,
RESISTANCE IN OHMS AT 40%, 52%, 62%, 72% AND 82% POINTS IN 10% OF THE OWNER SHALL BE REMOVED. LEAVE PREMISES IN CLEAN CONDITION
THE FOLLOWING SHALL APPLY:
INTERVALS. RESISTANCE IS TO BE RECORDED AT EACH INTERVAL FOR AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE.SITE INFORMATIONA. CONTRACTOR SHALL PERFORM LOAD TESTING TO DETERMINE MAXIMUM FEEDER DEMAND
EACH POINT FOR FOUR (4) DIFFERENT DIRECTIONS UNTIL THERE IS A CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL
PER N.E.C. ARTICLE 220.
PLATEAU SEEN AT THE 62% POINT. TESTING SHOULD BE COMPLETED IN A COMPLETION OF CONSTRUCTION. CROMMELIN DRB. CONTRACTOR SHALL VERIFY WHETHER EXISTING FEEDER CAPACITY EXCEEDS VALUE
CALCULATED PER N.E.C. ARTICLE 220. MINIMUM OF TWO (2) DIFFERENT DIRECTIONS AT 90 DEGREES APART.
18. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD
C. EACH BRANCH CIRCUIT PROTECTIVE DEVICE SHALL HAVE SAME INTERRUPTING RATING AS RECORD THE AVERAGE OR MEAN AS THE RESISTANCE OF THE SITE AND
PRIOR TO FABRICATION AND ERECTION OF ANY MATERIAL. ANY UNUSUAL FUZE ID#: 16085148
EQUIPMENT SUPPLYING IT. ENTER THIS ON THE POST RESISTANCE DATA CHART.
CONDITIONS SHALL BE REPORTED TO THE ATTENTION OF THE ENGINEER.
D. PREFERRED MEANS OF SUPPLY SHALL BE A BRANCH CIRCUIT PROTECTIVE DEVICE M DG#: 5000931236
LOCATED IN EXISTING PANEL. 4. PROVIDE THE POST INSTALLATION - GROUND RESISTANCE TEST REPORT TO
19. CONTRACTOR SHALL SECURE ALL NECESSARY BUILDING PERMITS ANDTHEREGIONALPROJECTENGINEERACCOMPANIEDBYTHEPOST
INSPECTIONS AND PAY ALL REQUIRED FEES. SITE ADDRESS
RESISTANCE DATE CHART.
20. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS UTILITY POLE# NG 6/VZ 6
5. USE OF 90° BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL
THAN 2-A R TRAVELBEAVOIDEDWHEN45° BENDS CAN BE ADEQUATELY SUPPORTED. ALL
PORTIONS OF THE BUIOLDOUTWAREA DURING TCONSTRUCTIONDISTANCE TO ALL
ADJ TO 24 UNDERWOOD DRBENDSSHALLBEMADEWITH12RADIUSORLARGER.
6. APPROVED ANTIOXIDANT COATINGS (I.E. CONDUCTIVE GEL OR PASTE)
21. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP CITY OF SARATOGA SPRINGS
SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND
DRAWINGS AND OTHER DOCUMENTATION SHALL BE TURNED OVER TO CARRIER
CONNECTIONS.
AT COMPLETION OF CONSTRUCTION. SARATOGA COUNTY
7. GROUNDING TEST SHALL BE TAKEN BEFORE A/C POWER, NEUTRAL/GROUND
22
AFTER
ETETHEJOBDATEHOFL BE
ACCEPTANCE BYD FOR A
CARRIER.
PANIYO
WORK, MATERIALS,ROR NY 12866
BOND IS CONNECTED.
EQUIPMENT FOUND TO BE DEFECTIVE DURING THAT PERIOD SHALL BE SHEET TITLE
8. ANTI-OXIDATION CONDUCTIVE COMPOUNDS ARE REQUIRED ON ALL GROUND
CORRECTED IMMEDIATELY UPON WRITTEN NOTIFICATION AT NO ADDITIONAL
CONNECTIONS. NO OX-ID (COSMOLINE GREASE BASED COMPOUND) SHALL
COST TO CARRIER. GENERAL NOTES
BE USED FOR COPPER TO COPPER CONNECTIONS. ZINC BASED COMPOUND 23. RIGGING OPERATIONS SHALL BE DONE IN ACCORDANCE WITH STATE AND
GREY COLORED) OR APPROVED EQUAL SHALL BE USED FOR COPPER TO FEDERAL SAFETY REGULATIONS (OSHA). ENGINEER, CARRIER AND THE OWNER
STEEL CONNECTIONS. SHALL BE HELD HARMLESS IN THE EVENT THE CONTRACTOR DOES NOT
9. ALL LUG CONNECTIONS & THEIR MATING SURFACES SHALL BE CLEANED
FOLLOW SUCH SAFETY REGULATIONS.
AND COATED WITH THE APPROPRIATE ANTI-OXIDIZING CONDUCTIVE 24. CONTRACTOR SHALL PROVIDE ACCESS TO THE SITE AND ASSIST THE RADIO SHEET NUMBER
COMPOUND. IF A LUG CONNECTION IS TO BE SECURED DIRECTLY TO A EQUIPMENT VENDOR AND THE ANTENNA INSTALLATION CONTRACTOR AS THEY
PAINTED SURFACE, THE PAINT SHALL BE REMOVED TO REVEAL BARE MAY REQUIRE.
METAL AROUND THE AREA OF THE CONNECTION AND COATED WITH AN
APPROPRIATE ANTI-OXIDATION CONDUCTIVE COMPOUNDS.
13tINOR H ORIENTATION 13t
N N
1 . NORTH ORIENTATION ESTABLISHED
BY COMPASS OBSERVATION.
EXISTING
GRASS AREA
1275 JOHN STREET, SUITE 100
WEST HENRIETTA, NY 14586
PROPOSED METERLLJ
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PRACTICAL SOLUTIONS.EXCEPTIONAL SERVICE.
Tectonic Engineering Consultants, Geologists & Land Surveyors, D.P.C.
PROPOSED 1-1/2" Project Contact Info
CONDUIT (FROM
36 Britis,
0, 800) 829-6531
h American Blvd. Phone: (518) 783-1630
PROPOSED 100A
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It LOAD CENTER
Latham, NY 12110 www.tectonicengineering.com
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EXISTING UTILITY POLE # NG 6/ VZ 6
EDGE OF Rp ESSkoNP
PAVEMENT
f I
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UNAUTHORIZED ALTERATION OR ADDITIONS TO A PLAN
f4 BEARING THE SEAL OF A LICENSED ENGINEER OR LAND
I
2 E Q U I P M E N T PLAN
SURVEYOR IS A VIOLATION OF SECTION 7209
w SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION
Y f•
k SCALE: 1-1/2" = 1'-0" (11 x17 SIZE) LAW.
C 1" = 1'-0" (22x34 SIZE)
i COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE
i 1.
1
OF THE SIGNATURE AND AN ORIGINAL EMBOSSED
y *]+ ,
1. ~
Iq+
s
THE PROFESSIONAL ENGINEER OR LAND SURVEYOR
SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF
SHALL NOT BE CONSIDERED VALID COPIES.
o o 1
0 1
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I I
Y I
13°t PROPOSED VERIZON WIRELESS
ORIGINAL SIZE IN INCHES
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CROMMELIN DR
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fi I I POLE (TYP)
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@ M DG#: 5000931236
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SITE ADDRESS
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A O @ UTILITY POLE# NG 6 VZ 6
PROPOSED FUJITSU PASSIVE
FIBER ENCLOSURE MOUNTED ADJ TO 24 UNDERWOOD DR
ot
f
r
TO EXTERIOR OF SHROUD
CITY OF SARATOGA SPRINGSff
PROPOSED 4 U-GUARD FOR
AC CIRCUITS TO ANTENNAS SARATOGA COUNTY
NOTE: PROPOSED VERIZON WIRELESS PROPOSED #2 NY 12866
SITE INFORMATION BASED ON A SITE VISIT PERFORMED BY TECTONIC ENGINEERING 1" FIBER CONDUIT VERTICAL GROUND
CONSULTANTS, GEOLOGISTS & LAND SURVEYORS D.P.C., ON 9/11 /24.
SHEET TITLE
PROPOSED 1-1/2" CONDUIT PROPOSED SITE PLAN & EQUIPMENT
1
FROM SECONDARY TO METER)UTILITY POLE
SITE PLAN PLAN
C-1
SCALE: 1" = 80' (11x17 SIZE)
1" = 40' (22x34 SIZE)
3 S H R 0 U D PLAN VIEW SHEET NUMBER
C-1
SCALE: 3" = 1'-0" (11 x17 SIZE)
1-1/2" = 1'-0" (22x34 SIZE)
SUMMARY OF MAKE READY WORK
1. FLAGGING REQUIRED. CONTRACTOR TO SET UP TRAFFIC
MAINTENANCE FLAGGING PERSONNEL PER MUTCD REQUIREMENTS.
2. ELCO TO SET NEW 45' LONG CLASS 3 UTILITY POLE. BURY DEPTH
OF NEW POLE TO BE 6.5'. REMOVE EXISTING 40' LONG CLASS 5
UTILITY POLE.
1275 JOHN STREET, SUITE 100
3. INSTALL P1013 24" BELOW TIP ROADSIDE AND TRANSFER PRIMARY. WEST HENRIETTA, NY 14586
4. TRANSFER SECONDARY 96" BELOW PRIMARY AT 28'6".
5. INSTALL SINGLE POLE GROUND AND ROD PER 13-111 FOR ANTENNA
EQUIPMENT AND BOND NEUTRAL. rectonicTOPOFPROPOSEDUTILITYPOLEINSTALLP10B24BELOWTIP
NATIONAL GRID APPROVED CONTRACTOR TO PERFORM ALL WORK. 38.5'± AGL ROADSIDE AND TRANSFER PRIMARY
CONTRACTOR TO REFER TO NATIONAL GRID OVERHEAD CONSTRUCTION PRACTICAL SOLUTIONS.EXCEPTIONAL SERVICE.
STANDARD MANUAL F 0 R ALL DETAILS AND ATTACHMENT Tectonic Engineering Consultants, Geologists ac Land Sunreyore, D.P.C.
Project Contact Info
SPECIFICATIONS. RELOCATED PRIMARY LINE Su
British American Blvd. Phone: (
800) 829-6531Suite101800) 829-6531
LICENSE APPLICATION #CROMMELIN DR-5000931236 36.5'± AGL Latham, NY 12110 www.tectonicengineering.com
WORK REQUEST #31085936
EXISTING PRIMARY ELECTRIC EXISTING PRIMARY ELECTRIC WO NUMBER DRAWN BY REVIEWED BY
34.3'± AGL LINE TO BE RELOCATED PER 12397.057 1 LP J SM
NATIONAL GRID REQUIREMENTS NO. DATE ISSUE
TOP OF EXISTING UTILITY POLE SEE 3/C-2A)
0 02/03/25 FOR REGULATORY
33.1 '± AGL
TRANSFER SECONDARY 96"
EXISTING SECONDARY ELECTRIC BELOW PRIMARY AT 28'6"
LINE TO BE RELOCATED PER
NATIONAL GRID REQUIREMENTS
SEE 3/C-2A) rk RELOCATED SECONDARY LINE
28.5'± AGL QRELEASED BY DATE
EXISTING SECONDARY
27.2'± AGL
S pF NEV Y
RELOCATED COMM LINE
CID
HQ. EXISTING FIBER DROP
23.0 ± AGL
n
cn
w
21 .8 ± AGL EXISTING COMMUNICATION RELOCATED FIBER LINE z
LI N E TYP 22.0 ± AGL a 08750'
EXISTING COMM LINE oFEsstio'`'
21 .1 '± AGL RELOCATED FIBER DROP
COMM LINE REATTACHMENTS
EXISTING FIBER LINE
21.5 ± AGL
TO BE DONE BY OTHERS (TYP)
20.0'± AGL
UNAUTHORIZED ALTERATION OR ADDITIONS TO A PLAN
r
BEARING THE SEAL OF A LICENSED ENGINEER OR LAND
SURVEYOR IS A VIOLATION OF SECTION 7209
SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION
LAW.
COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE
OF THE SIGNATURE AND AN ORIGINAL EMBOSSED
SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF
IIII
iii
THE PROFESSIONAL ENGINEER OR LAND SURVEYOR
SHALL NOT BE CONSIDERED VALID COPIES.
n
w
0 1
o ORIGINAL SIZE IN INCHES
22x34 FORMAT)
0 1
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4
Xobi ORIGINAL SIZE IN INCHES
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SITE INFORMATION
r
CROMMELIN DR
EXISTING UTILITY POLE PROPOSED 45' LONG
CLASS 3 UTILITY POLE FUZE ID#: 16085148REMOVEDZ& REPLACED BURY DEPTH TO BE 6.5 )
M DG : 5000931236
SITE ADDRESS
UTI LITY POLE# N G 6/VZ 6
ADJ TO 24 UNDERWOOD DR
CITY OF SARATOGA SPRINGS
EXISTING GRADE EXISTING GRADE SARATOGA COUNTY
STREET SIDE STREET SIDE
NY 12866
Ka
SHEET TITLE
atr f .r r 1 C.
f r, s „7' q"f';.. yy'
y* r
b ' ,.y ti p MAKE READY SCOPE OF
aTµ'
WORK
EXISTING POLE PHOTO 2 EXISTING UTILITY POLE ELEVATION 3 PROPOSED UTILITY POLE ELEVATION
SHEET NUMBER
C-2A
SCALE: NTS
C-2A
SCALE: 3/16" = V-0" (11 x17 SIZE)
C-2A
SCALE: 3/16" = 1'-0" (11 x17 SIZE)
3/8" = 1'-0" (22x34 SIZE)3/8" = 1'-0" (22x34 SIZE)
Ct_ 2A
NOTE:
USE OF SCHEDULE 40/80 CONDUIT OR
RIGID CONDUIT SHALL BE DETERMINED BY verizo
PROPOSED 4G ANTENNA THE UTILITY PROVIDERS REQUIREMENTS.
SEE DETAIL 1/C-3)
TOP OF PROPOSED ANTENNA rib, 1275 JOHN STREET, SUITE 100
41.7'f AGL WEST HENRIETTA, NY 14586
q PROPOSED ANTENNA rk
PROPOSED POLE TOP ANTENNA 40.7'f AGL
MOUNT (SEE DETAIL 1/C-3)
3
rikk
rectonic
INSTALL RF "CAUTION" SIGNAGE 2't BELOW
TOP OF EXISTING UTILITY POLE
38.5'f AGL I
PR,
do
ACTICALSOLUTIONS.EXCEPTIONALSERVICE.
PROPOSED ANTENNA (SEE DETAIL 4/C-3)
Tectonic Engineering Consultants, Geologists Land Surveyors, D.P.C.
Project Contact Info
36 British American Blvd. Phone: (518) 783-1630
EXISTING PRIMARY EXISTING
Site 10, 829-6531
Latham, NY 12110 www.tectonicengicengineering.com
36.5'± AGL FIBER LINE
TYP) WO NUMBER DRAWN BY REVIEWED BY
12397.057 LP J F SM J
PROPOSED COAX AND POWER & FIBER
NO. DATE ISSUE
CABLES TO ANTENNAS IN 4" MAX U—GUARD
0 02/03/25 FOR REGULATORY
4
PROPOSED MOPT
TERMINAL (BY OTHERS)
Q0
EXISTING SECONDARY PROPOSED VERIZON WIRELESS 4" U—GUARD RELEASED BY DATE
28.5'± AGL CABLES FROM RRH TO ANTENNA)
PROPOSED WEATHERHEAD FOR POWER 4
CARLON P/N: E998H—CAR OR APPROVED EQUAL) PROPOSED 1-1/2" PVC RISER FOR POWER PROPOSED LC/UPC BIDI OF NE
RUGGEDIZED FIBER JUMPER FROM
THE PROPOSED MOPT TERMINAL
TO PROPOSED FUJITSU PASSIVE c
EXISTING COMM LINE FIBER ENCLOSURE n
r
EXISTING FIBER LINE RO0875a
22.0'± AGL Esstio
PROPOSED VERIZON WIRELESS EQUIPMENT
PROPOSED MOPT TERMINAL
EXIS IN FIBERDROP SHROUD (COMMSCOPE PN: SSC-760249586X1X
BY OTHERS)
21 .5'
77
OR EQUAL) (SEE DETAIL 5/C-3)
BOTTOM OF PROPOSED MOPT TERMINALrk UNAUTHORIZED ALTERATION OR ADDITIONS TO A PLAN
PROPOSED LC UPC BIDI RUGGEDIZED FIBER I BEARING THE SEAL OF A LICENSED ENGINEER OR LAND
19.2 f AGL SURVEYOR IS A VIOLATION OF SECTION 7209
JUMPER FROM THE PROPOSED MOPT SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION
LAw.
TERMINAL TO PROPOSED FUJITSU PASSIVE
COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE
FIBER ENCLOSURE WITHIN 1" CONDUIT PROPOSED 1-1/2" CONDUIT (FROM OF THE SIGNATURE AND AN ORIGINAL EMBOSSED
3 I SECONDARY TO METER) SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF
THE PROFESSIONAL ENGINEER OR LAND SURVEYOR
C-1 SHALL NOT BE CONSIDERED VALID COPIES.
PROPOSED FUJITSU PASSIVE FIBER ENCLOSURE IN
a °
PROPOSED VERIZON WIRELESS MOUNTED TO EXTERIOR OF SHROUD
EQUIPMENT SHROUD WITH PROPOSED
0 1
RRH & ASSOCIATED EQUIPMENT 2
PROPOSED RUGGEDIZED FIBER JUMPERS TO
ORIGINAL SIZE IN INCHES
RRHs AND MMUs IN THE SHROUD (TYP OF 2)COMMSCOPE PN: SSC-760249586X1X C-213 22x34 FORMAT)
OR EQUAL) (SEE DETAIL 5/C-3) U
0 1
PROPOSED 1-1/4" PVC RISER FOR
2
BOTTOM OF PROPOSED EQUIPMENTUACCIRCUITSTOANTENNASC-1
12.0'f AGL (MINIMUM) ORIGINAL SIZE IN INCHES
PROPOSED EATON BRP126100R
11 x17 FORMAT)
PROPOSED EATON BRP12B100R LOAD CENTER BOTTOM OF PROPOSED LOAD CENTER
4 LOAD CENTER OR APPROVED EQUAL SITE INFORMATION
OR APPROVED EQUAL (SECURE TO POLE 10.0'f AGL (MINIMUM) ON OPPOSITE SIDE OF POLE)
USING UNISTRUT OR APPROVED
O
CROMMELIN DR
MANUFACTURER RECOMMENDED HARDWARE)BOTTOM OF PROPOSED METER FUZE ID#: 16085148
PROPOSED RF "INFORMATION"
8.o't AGL (MINIMUM)
M DG# 5000931236SIGNAGE (SEE DETAIL 4/C-3)BOTTOM OF PROPOSED RF SIGNAGE
8.0'f AGL (MINIMUM) SITE ADDRESS
PROPOSED METER MILBANK P/N: U2048—RL OR o PROPOSED 1-1/2" LIQUIDTIGHT UTILITY POLE# NG 6/VZ 6
APPROVED EQUAL (SECURE TO POLE USING METER TO LOAD CENTER)
ERICKSON SERIES PBAL MOUNTING BRACKET OR OPPOSITE SIDE OF POLE) ADJ TO 24 UNDERWOOD DR
ELECTRIC COMPANY APPROVED EQUAL) EXISTING UTILITY POLE L CITY OF SARATOGA SPRINGS
o
PROPOSED METER MILBANK P/N:
PROPOSED HIGH IMPACT U2048—RL OR APPROVED EQUAL (SECURE SARATOGA COUNTY
PVC CABLE COVER (BLACK)
EXISTING GRADE TO POLE USING ERICSSON SERIES PBAL
MOUNTING BRACKET OR APPROVED EQUAL) NY 12866
STREET SIDE EXISTING GRADE
SHEET TITLE
0.0'± AGL EXISTING UTILITY POLE POLE ELEVATION & DETAIL
UTILITY POLE ELEVATION r2 ELEVATION DETAIL
SHEET NUMBER
SCALE: 3/16" = 1'-0" (11 x17 SIZE)
C-2B
SCALE: 2" = 1'-0" (11x17 SIZE)
3/8" = 1'-0" (22x34 SIZE) 1" = 1'-0" (22x34 SIZE)
N OTE:
USE OF SCHEDULE 40/80 CONDUIT OR
RIGID CONDUIT SHALL BE DETERMINED BY
THE UTILITY PROVIDERS REQUIREMENTS.verizo—
POLE MOUNTING BRACKET
ERICKSON P/N: PBAL-12 OR UTILITY POLE
1275 JOHN STREET, SUITE 100
ANTENNA (JIMA P/N: APPROVED EQUAL) (TYP OF 2) 0
WEST HENRIETTA, NY 14586
CX160M1236—BFxy)
PROPOSED EATON BRP12B100R I
0
ELECTRIC PANEL OR APPROVED EQUAL
PROPOSED 1 /4%20 3/4" fectonic
LONG BOLT (TYP OF 3) PRACTICAL SOLUTIONS.EXCEPTIONAL SERVICE.
Tectonic Engineering Consultants, Geologists dr Land Surveyors, D.P.C.
Project Contact Info
36 British American Blvd. Phone: (518) 783-1630
Suite 101 800) 829-6531
ANTENNA MOUNT SLEEVE (GIMBAL)
Latham, NY ,2„o www.tectonicengineering.com
CONCEALFAB P/N: 900070)WO NUMBER DRAWN BY REVIEWED BY
c PROPOSED P1000T 12397.0571F LP J F SM -1
0 UNISTRUT 6" LONG NO. DATE ISSUE
TYP OF 2) 0 02/03/25 FOR REGULATORY
POLE MOUNT BRACKET
CONCEALFAB P/N: 007951
OR APPROVED EQUAL)
1 /4"x1 " WOOD SCREW
TYP OF 4/BRACKET)
RELEASED BY DATE
S.S. 1 /4"-20x3/4" CARRIAGE BOLT,
PROPOSED 1 /4%20
FLAT WASHER, 8c NYLON LOCK NUT
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CHANNEL NUT (TYP OF 3)
UTILITY POLE 0 TO PROPOSED METER SOCKET,PROPOSED 1 /4"x2"
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POLE— TOP ANTENNA MOUNTING 2 METER MOUNTING DETAIL 3 LOAD CENTER MOUNTING DETAIL i
C-3
SCALE: NTS
C-3
SCALE: NTS
C-3
SCALE: 4" = 1'-0" (11x17 SIZE) fib Q87501 fG
2" = 1'-0" (22x34 SIZE) R
FESS10
UNAUTHORIZED ALTERATION OR ADDITIONS TO A PLAN
BEARING THE SEAL OF A LICENSED ENGINEER OR LAND
SURVEYOR IS A VIOLATION OF SECTION 7209
SHOWN MOUNTED ON AN8 POLE SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION
Metro Cell Solutions MM5 PF Metro Cell Solutions O MS P CLAMP, STRA-P. AND THRU BOLT OPTIONS
LAW.
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SCALE: NTS
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SCALE: NTS C 3
2 SOLID TINNED
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INSULATED AND COPPER CABLE, WIRELESS ANTENNA
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COMPRESSION CONNECTION
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I
I
COPPERGROUNDROD,
SECONDARY CLAD STEEL ROD, MIN TectonicPROPOSEDINSULATED15/8" DIA. X 8'-0" LONG PRACTICAL SOWTIONS.EXCEPTIONAL SERMICE.
P—CLIPS/STRAPS OR Z N TYP OF 2) Tectonic Engineering Consultants, Geologists dt Land Surveyors, D.P.C.
ff Project Contact Info
STAPLES PLACED 18 APART 1 36lBritish American Blvd. Phone: (518) 783-1630
Suite 101 800) 829-6531
Latham, NY 12110 www.tectonicengineering.com
Ir
1 MIN WO NUMBER DRAWN BY REVIEWED BY6
T EQUIPMENT 1 12397.057 LP SM
SHROUD NOTE:NO. DATE ISSUE
0 02/03/25 FOR REGULATORY
GROUND ROD SHALL BE DRIVEN VERTICALLY,
54DC CABLE NOT TO EXCEED 45 DEGREES FROM VERTICAL.
ANTENNA COAX JUMPERS 1 r
BOND MAIN GROUND TO NEUTRAL TYP OF 12)
WIRE OF SECONDARY TRIPLEX SMALL CELL 3 GROUND ROD DETAIL
C-BAND RRH E-1
1
I I SCALE: NTS
I} I --- - HI-BAND I o RELEASED BY DATE
RRH
GROUND BAR WITHIN SHROUD
I POWER I o
I I MODULE I N PROPOSED HOMERUN GROUND WITH #2
DOUBLE C-TAP OR COLOR CODED I I AWG COPPER INSULATED OR QW TINNED
PROPOSED HOME RUN GROUND I LONG BARREL DOUBLE LUG
WIRE, 2 AWG COPPER CONNECTION WITH NON OXIDIZING SpF NEjf,yINSULATEDOR #2 TINNED COMPOUND (TYP)
PROPOSED 6 AWG INSULATED GROUND TO LOAD
HOME RUN FROM ALL CABLES CENTER zMOPTTERMINAL
BY OTHERS) AND METALLIC OBJECTS Le NEUTRAL a 087-
BONDING SCREW oFL1L2N Essti0o
PROPOSED HOME RUN GROUND WIRE,
METER PROPOSED
EQUIPMENT 2 AWG COPPER
SOCKET GROUND BUS UNAUTHORIZED ALTERATION OR ADDITIONS TO A PLAN
SHROUD 120/240V BEARING THE SEAL OF A LICENSED ENGINEER OR LAND
INSULATED OR #2 TINNED SURVEYOR IS A VIOLATION OF SECTION 7209
SUPPLY CABLE PROPOSED LOAD CENTER SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION
GRADE
LAW.
Q
TYP) O EATON P/N: BRP12B100R)COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE
OF THE SIGNATURE AND AN ORIGINAL EMBOSSED
GROUND ROD (TYP) SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF
THE PROFESSIONAL ENGINEER OR LAND SURVEYOR
PROPOSED
SHALL NOT BE CONSIDERED VALID COPIES.
LOAD CENTER PROPOSED GROUNDING ELECTRODE
CONDUCTOR. #2 AWG STRANDED, INSULATED 0 1
GROUND LINE #2 AWG COPPER COPPER CABLE TO GROUND BUS
PROPOSED METER ORIGINAL SIZE IN INCHES
2 GROUNDING RISER DIAGRAM 4 LOAD CENTER GROUNDING 22x34 FORMAT)
E-1
SCALE: NTS
E-1
SCALE: NTS 0 1
6 AWG INSULATED GROUND TO s
HOME RUN FROM ALL CABLES ORIGINAL SIZE IN INCHES
AND METALLIC OBJECTS 11 x17 FORMAT)
SITE INFORMATION
PROPOSED 1/2" HIGH IMPACT PVC PROPOSED SMALL CELL
SITE
DRU—GUARD (U—MOLDING) MOLDING C—BAND MMU
TO COVER GROUND DOWN WIRE PROPOSED VERIZON WIRELESS 100A LOAD FUZE ID#: 16085148
ALONG BOTTOM 8' OF POLE CENTER (EATON P/N: BRP12B100R)2) DC CABLE (DELTA P/N
3799423700-S) M DG#: 5000931236
EXISTING GRADE
1 ) AC CABLE (DELTA SITE ADDRESS
PROPOSED 100A METER SOCKET
20A
P/N 3799919300-S)
MICROMILBANKP/N: U2048-RL OR UTILITY POLE NG 6 VZ 6
APPROVED EQUAL BY UTILITY PROVIDER) 2P P
RRHIII=1 I=1 =1 I=1 I I-
I-1T1-1T1-1T1 ADJ TO 24 UNDERWOOD DRDELTAADVANTAGE
I'' ..==
uuu
P P
AC/DC MODULEI
III-III-I 1=1 k P _CITY OF SARATOGA SPRINGS111-ITI-ITI-1 1 1 1 i-I I I-I I MI I I- R R H
I 11-ITI-I 1=P1 111-111-111-1 1 0 0 A METER B Y
I-11-11-11 W=111
111-111-111=
1T1-1T1-ITI=1 PROPOSED GROUND ROD /TYP OF 2 UTILITY PROVIDER 1 1 /2 C W/ (3) #1 SARATOGA COUNTYI1I=111-111 1=11—ll l
III—III—III=11 k III=1T1=1T1; ; (
SEE DETAIL 3/E-1)I 1-1 1-1 1 111-111-111=
1T1-1T1-11 n JI 1T1=1T1=1 S NY 128661-111=1II=1i1-1i1-1T1-1I11=1 N PROPOSED HI-BAND RRH
1=1Ti-1 1-1Ti-1Ti=1Ti=1T-
1I I,;I I I I=„III-I " P P P P P SHEET TITLE
1 -1 /2" CONDUIT W/ (3)# 1 . CONTRACTOR
L
ELECTRICAL & GROUNDING
TO ROUTE CONDUIT TO THE HEIGHT OF THE E DIAGRAMS & DETAILSSECONDARYOHWANDSPOOL10' OF
r CONDUCTOR ABOVE THE CONDUIT. SPLICE
TO SINGLE PHASE SERVICE TO BE
4
y PERFORMED BY UTILITY PROVIDER. SHEET NUMBER
6'-0"
n
CONTRACTOR TO UTILIZE PENETROX E lUTILITYPOLEGROUNDINGDETAILORAPPROVEDEQUAL) ON ALL
5 ONE LINE DIAGRAMCONNECTIONSWITHINMETERSOCKET
E-1
SCALE: 3/16" = 1'-0" (11 x17 SIZE) INIE-1
SCALE: NTS
3/8" = 1'-0" (22x34 SIZE)