HomeMy WebLinkAbout20250215 (Adjacent to) 130 Regent St. 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
#20250215
(Adjacent to) 130 Regent St. Verizon Utility Pole
(Adjacent to) 130 Regent
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 INST-ED District, tax parcel #165.76.8-101, 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
F
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
12397.0631 LLP SM
NO. DATE ISSUE
0 12/10/24 FOR REGULATORY
1 03/11/25 PER COMMENTS
WALDORF SCHOOL RELEASED BY DATE
SUMMARY OF MAKE READY WORK
1. FLAGGING REQUIRED. CONTRACTOR TO SET UP TRAFFIC SOF NE
MAINTENANCE FLAGGING PERSONNEL PER MUTCD REQUIREMENTS.
FUZE ID#:216085142ELCOTOSETNEW45' LONG CLASS 3 UTILITY POLE. BURY DEPTH CI
OF NEW POLE TO BE 6.5'. REMOVE EXISTING 40' LONG CLASS 5 U,
UTILITY POLE. ZN LU
3. REPLACE 9-411 A WITH 9-450. INSTALL ARM 2' BELOW TIP AT o 087501
MDG#: 5000958548 36'6" AND TRAIN CENTER PHASE ON ROAD SIDE OF POLE. R FESSIpNP•
4. REPLACE 225' OF 1/0 BARE NEUTRAL WITH 1/0 AL TRIPLEX FROM
PL 13 TO 14 1/2. LEAVE OPEN AT PL 14.UTILITY NM 1 /2 UNAUTHORIZEDALTERATION A ITI N T A PLAN5. ATT NEW TRI 84 BELOW X ARM AT 29 6 PER 10-100 FIG 1.oR DD o s o LA
BEARING THE SEAL OF A LICENSED ENGINEER OR LAND
SURVEYOR IS A VIOLATION OF SECTION 7209
6. ON UTILITY POLE #13; TAP ON NEW TRI TO EXISTING CRIB. SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION
LAW.
7. ON UTILITY POLE 14; REPLACE SPOOL FOR THRU NTRL AND COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE
OF THE SIGNATURE AND AN ORIGINAL EMBOSSED
INSTALL NEW THRU BOLT 4" ABOVE NTRL TAP FOR NEW TRI. SEAL OR ORIGINAL STAMP IN BLUE OR RED INK of
THE PROFESSIONAL ENGINEER OR LAND SURVEYOR
SHALL NOT BE CONSIDERED VALID COPIES.
N
SITE ADDRESS: ADJ TO 130 REGENT ST
8. ON UTILITY POLE #14 1/2; LEAVE CRIB OPEN.
SARATOGA SPRINGS, NY 12866 SHT.DESCRIPTION REV REVISION
9. INSTALL SINGLE POLE GROUND AND ROD PER 13-111 FOR ANTENNA 0 1NO. NO DATE
EQUIPMENT AND BOND NEUTRAL.
Catholic.
MUNICIPALITY: CITY OF SARATOGA SPRINGS
ORIGINAL SIZE IN INCHESl
COUNTY: SARATOGA T-1 TITLE SHEET 1 03/11/25 NATIONAL GRID APPROVED CONTRACTOR TO PERFORM ALL WORK. 22x34 FORMAT)
CONTRACTOR TO REFER TO NATIONAL GRID OVERHEAD CONSTRUCTION
TAX MAP NUMBER: PUBLIC R.O.W.
STANDARD MANUAL FOR ALL DETAILS AND ATTACHMENT
0 1
ConnellandAronowitz GN-1 GENERAL NOTES 1 03/11/25 SPECIFICATIONS.
an S Pond
STRUCTURE COORDINATES:43.077035° LICENSE APPLICATION #WALDORF SCHOOL/5000958548
SUNYEmpire 73.781764° ORIGINAL SIZE IN INCHES
f;'ttate ColJege--- WORK REQUEST 31060791C-1 SITE PLAN & EQUIPMENT PLAN 1 03/11/25 11x17 FORMAT)r.
GROUND ELEVATION: 308't AMSLorialSuiYEmoire C-2A MAKE READY SCOPE OF WORK 1 03/11/25
State Coll4ge Michele.L.Aridersc,i, SITE INFORMATION
EV Connect Esq.JD,VIBA C-2B POLE ELEVATION & DETAIL 1 03/11/25
ChargingStatban POLE OWNER: NATIONAL GRID/VERIZONUTILITY PROVIDERS
WALDORF SCHOOLC-3 POLE MOUNT DETAILS 1 03/11/25 ELECTRIC PROVIDER: NATIONAL GRID
f POLE #: NG 13 1/2 / NYT 13 1/2 ESR #: XXXXXXX
r r ' APPLICANT:VERIZON WIRELESS E-1 ELECTRICAL & GROUNDING DIAGRAMS & DETAILS 1 03/11/25
ACCOUNT #: XXXXX—XXXXX FUZE I D#: 16085142
PLANNER: TBD
1275
a WEST HOENRIETTAEENY 141586100r
PHONE: XXX) XXX—XXXX M DG#: 5000958548
r.
V
CONTACT PERSON: MAGGIE BAUGHMAN
FIBER:VERIZON SITE
ADDRESS2BeagleSchoolNM131/ /NYT 13 1/2
CONTACT PHONE: 585) 321 -5390
POLE
Z.Tango.Fusiai
Before You Dig, Drill Or Blast! ADJ TO 130 REGENT SToLeatherSealSDr^ ^m
Dig Safely.CITY OF SARATOGA SPRINGS
VICINITY MAP New York SARATOGA COUNTY
UNDERGROUND FACILITIES
PROTECTIVE ORGANIZATION NY 12866DIRECTIONSPROJECTSUMMARYCALLUSTOLLFREE1-800-962-7962
DIRECTIONS TO SITE: NY industrial code rule 753 requires no less than two
SHEET TITLE
working days notice,but not more than ten days notice.
FROM NORTH GREENBUSH SWITCH FACILITY, TURN LEFT ONTO JORDAN PROJECT DESCRIPTION DIG SAFELY - NEW YOR K
TITLE SHEET
RD. TURN LEFT ONTO US-4 N/N GREENBUSH RD. AT THE TRAFFIC
CIRCLE, TAKE THE 1ST EXIT ONTO US-4 N. TURN LEFT ONTO THE PROPOSED WORK CONSISTS OF:
MORRISON AVE. TURN LEFT ONTO NY-378 W/HIGH ST. USE THE RIGHT
LANE TO MERGE ONTO 1-787 N VIA THE RAMP TO COHOES. USE THE REMOVE EXISTING WOODEN UTILITY POLE. REPLACE WITH A DO N 0 T SCALE DRAWINGS
RIGHT/
SCH NEC
LANE O MERGE ONTO NY-7 W
TADY/SARATOGA SPRINGSIA THE
TAKE THE EXIT ONTO 1-87 N ALLAMPTOPOSED45'
APPURTENANCES TOTTHEODENPROPOSEDTY SHEET NUMBERPOLE.
AND RELOCATE
SHEET INDEX THESE DRAWINGS ARE FORMATTED FOR 22"x34" FULL SIZE AND 11"x17"
TOWARD SARATOGA SPGS/GLENS FLS. TAKE EXIT 14 FOR NY-9P HALF SIZE. OTHER SIZED VERSIONS ARE NOT PRINTED TO THE SCALE
TOWARD NY-29/SARATOGA SPRINGS/SCHUYLERVILLE. USE ANY LANE 0 INSTALL (1 ) CELLULAR ANTENNA & ASSOCIATED EQUIPMENT ON SHOWN. CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS
TO TAKE THE RAMP ONTO NY-9P UNION AVE. MERGE ONTO NY-9P UNTIL ALL ITEMS OF CONCERN HAVE BEEN ADDRESSED AND EACH OF THENREPLACEMENTPOLE. THIS SET OF PLANS SHALL NOT BE UTILIZED AS CONSTRUCTION DOCUMENTS
CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE
N/UNION AVE. TURN LEFT ONTO REGENT ST. THE SITE WILL BE ON ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH
DRAWINGS HAS BEEN REVISED AND ISSUED "FOR CONSTRUCTION".
THE LEFT. INSTALL ELECTRICAL, TELCO AND CABLE ROUTING AS NECESSARY. THE WORK OR BE RESPONSIBLE FOR SAME. 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 12397.063 LP SM
SHALL BE CLEARLY LABELED. SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S ENGINEER PRIOR TO PROCEEDING WITH THE WORK.
SPECIFICATIONS.
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 12/10/24 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. 1 03/11/25 PER COMMENTS
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. WALDORF SCHOOLB. 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#: 16085142
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#: 5000958548
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 POLE# NM 13 1/2/NYT 13 1/2
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 130 REGENT STBENDSSHALLBEMADEWITH12RADIUSORLARGER.
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.
13.t INORTH ORIENTATION
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BY COMPASS OBSERVATION. EXISTING CURB verizerd °
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d 1275 JOHN STREET, SUITE 100
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PROPOSED METER
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v PRACTICAL SOLUTIONS.EXCEPTIONAL SERVICE.
Tectonic Engineering Consultants, Geologists do Land Surveyors, D.P.C.
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Project Contact Info
d 36 British American Blvd. Phone: (518) 783-1630
O d
Suite 101 800) 829-6531
Latham, NY 12110 www.tectonicengineering.com
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EXISTING UTILITY POLE TO
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0. SURVEYOR IS A VIOLATION OF SECTION 7209
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LAW.
COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE
r OF THE SIGNATURE AND AN ORIGINAL EMBOSSED
PROPOSED VERIZON WIRELESS SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF
THE PROFESSIONAL ENGINEER LAND SURVEYOR
EQUIPMENT ON PROPOSED UTILITY POLE.
I ° ,y SHALL NOT BE CONSIDERED VALID COPIES.
NEW POLE TO REPLACE EXISTING UTILITY 2 EQUIPMENT PLAN .
06 / POLE# NM 13 1/2 / NYT 13 1/2 SCALE: 3" = 1'-0" (11x17 SIZE) 0 11/2" = 1'-0" (22x34 SIZE)
ORIGINAL SIZE IN INCHES
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EXISTING UTILITY POLE #13 (TAP
ON NEW TRI TO EXISTING CRIB) 0 1
PROPOSED VERIZON WIRELESS
I HEQUIPMENTSHROUDWITHPROPOSEDORIGINALSIZEININCHES
RRH AND ASSOCIATED EQUIPMENT 11 x17 FORMAT
NORTy\a SEE DETAIL 5/C-3)
SITE INFORMATION
2. ov PROPOSED FUJITSU PASSIVE
FIBER ENCLOSURE MOUNTED WALDORF SCHOOL
TO EXTERIOR OF SHROUD o
f# o FUZE ID#: 16085142
EXISTING OVERHEAD
a WIRE (TYP) o MDG#: 5000958548
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SITE ADDRESS
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VERIZON WIRELESS
1" FIBER CONDUIT @ADJ TO 130 REGENT ST
J. .,.. A. #-- CITY OF SARATOGA SPRINGS
0
PROPOSED 1-1/2" CONDUIT
SARATOGA COUNTY
NOTE: FROM SECONDARY TO METER) NY 12866
SITE INFORMATION BASED ON A SITE VISIT PERFORMED BY TECTONIC ENGINEERING
PROPOSED 4" U—GUARD FOR SHEET TITLE
CONSULTANTS, GEOLOGISTS & LAND SURVEYORS D.P.C., ON 9/12/24.
AC CIRCUITS TO ANTENNAS
SITE PLAN & EQUIPMENT
PROPOSED #2 PLANSITEPLANPROPOSED
VERTICAL GROUND
C-1
SCALE: 1" = 80' (11x17 SIZE) UTILITY POLE
1" = 40' (22x34 SIZE)
SHEET NUMBER
3 SHROUD PLAN VIEW
III1 SCALE: 3" = 1'-0" (11 x17 SIZE)
1-1/2" = 1'-0" (22x34 SIZE) C l
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. REPLACE 9-411 A WITH 9-450. INSTALL ARM 2' BELOW TIP AT
WEST HENRIETTA, NY 14586
36'6" AND TRAIN CENTER PHASE ON ROAD SIDE OF POLE.
4. REPLACE 225' OF 1/0 BARE NEUTRAL WITH 1/0 AL TRIPLEX FROM REPLACE 9-411 A WITH 9-450.
PL 13 TO 14 1/2. LEAVE OPEN AT PL 14. 1 g„ INSTALL ARM 2' BELOW TIP
TOP OF PROPOSED UTILITY POLE AT 36'6" AND TRAIN CENTER rectonic5. ATT NEW TRI 84" BELOW X ARM AT 29'6" PER 10 100 FIG 1.
38.3'± AGL PHASE ON ROAD SIDE OF POLE PRACTICAL SOLUTIONS.EXCEPTIONAL SERVICE.
6. ON UTILITY POLE #13; TAP ON NEW TRI TO EXISTING CRIB. Tectonic Engineering Consultants, Geologists & Land Surveyors, D.P.C.
Project Contact Info
NEW REPLACEMENT PRIMARY 36 British American Blvd. Phone: (518) 783-1630
7. ON UTILITY POLE #14; REPLACE SPOOL FOR THRU NTRL AND suite ,o, 800) 829-6531
36.5 ± AGL Latham, NY 12110 www.tectonicengineering.cam
INSTALL NEW THRU BOLT 4" ABOVE NTRL TAP FOR NEW TRI. EXISTING PRIMARY LINE TO BE
8. ON UTILITY POLE #14 1/2; LEAVE CRIB OPEN. EXISTING PRIMARY RELOCATED PER NATIONAL GRID WO NUMBER DRAWN BY REVIEWED BY
REQUIREMENTS (SEE 3/C-2A)
12397.063 LP sM
9. INSTALL SINGLE POLE GROUND AND ROD PER 13-111 FOR ANTENNA
34.3'± AGL REQUIREMENTS
DATE ISSUEEQUIPMENTANDBONDNEUTRAL. TOP OF EXISTING UTILITY POLE REPLACE 225' OF 1/0 BARE
NATIONAL GRID APPROVED CONTRACTOR TO PERFORM ALL WORK.
33.3'± AGL NEUTRAL WITH 1/0 AL TRIPLEX FROM 0 12/10/24 FOR REGULATORY
2 LEAVE OPEN ATCONTRACTORTOREFERTONATIONALGRIDOVERHEADCONSTRUCTION
EXISTING PRIMARY
PL 13 TO 14 1/1 03/11/25 PER COMMENTS
STANDARD MANUAL FOR ALL DETAILS AND ATTACHMENT PL 14. ATT NEW TRI 84" BELOW X
SPECIFICATIONS.32.7'± AGL I ARM AT 29'6" PER 10-100 FIG 1
LICENSE APPLICATION #WALDORF SCHOOL/5000958548 EXISTING PRIMARY CROSSARM TO
WORK REQUEST #31060791 BE REMOVED & REPLACED PER
NATIONAL GRID REQUIREMENTS NEW REPLACEMENT SECONDARY
SEE 3/C-2A) 29.5'± AGL
EXISTING SECONDARY NEUTRAL TO BE RELEASED BY DATE
REMOVED & REPLACED PER NATIONAL
i` GRID REQUIREMENTS (SEE 3/C-2A)
I
PROPOSED FIBER LINE PROPOSED FIBER
EXISTING SECONDARY NEUTRAL
25.3'± AGL 24.0'± AGL LINE (BY OTHERS)
OF NEB Y
RELOCATED FIBER LINE
23.0 ± AGL
EXISTING FIBER LINE
co
22.3'± AGL RELOCATED COMM LINE DOWN GUY m w
22.0'± AGL
EXISTING COMM LINE DOWN GUY 087s°
21 .3'± AGL
RELOCATED COMM FIBER LINE
21.0'± AGL
EXISTING COMM FIBER LINE RELOCATED FIBER LINE
20.0'± AGL I 20.0'± AGL
EXISTING COMMUNICATION LINE UNAUTHORIZED ALTERATION OR ADDITIONS TO A PLAN
EARINGEXISTINGFIBERLINETOBERELOCATED (BY OTHERS) COMM LINE REATTACHMENTS SURV YORHIS AEALVOLATIONOF ALICENSED
OF SECTIONG7209 OR LAND
19.3'± AGL TO BE DONE BY OTHERS (TYP) IS UVBDIVISION 2 OF THE NEW YORK STATE EDUCATION
W COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE
oEXISTING FIBER LINE TO BE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED
OR ORIGINAL STAMP ININK
RELOCATED (BY OTHERS) THELEDPROFEESSIONALENGINEERORELANDRSURVYORF
SHALL NOT BE CONSIDERED VALID COPIES.
Z
0 1
x
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r ORIGINAL SIZE IN INCHES
o 22x34 FORMAT)
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0 1
ORIGINAL SIZE IN INCHES
00
11x17 FORMAT)
S
I
EXISTING UTILITY POLE# PROPOSED 45' LONG SITE INFORMATION
17NM 13 1/2 / NYT 13 1/2 CLASS 3 UTILITY POLE
TO BE REMOVED & REPLACED BURY DEPTH TO BE 6.5') WALDORF SCHOOL
FUZE I D#: 16085142
M DG#: 5000958548
SITE ADDRESS
POLE# NM 13 1/2/NYT 13 1/2
ADJ TO 130 REGENT ST
CITY OF SARATOGA SPRINGS
EXISTING GRADE EXISTING GRADE SARATOGA COUNTY
STREET SIDE STREET SIDE
NY 12866
SHEET TITLE
MAKE READY SCOPE OF
EXISTING POLE PHOTO 2 EXISTING UTILITY POLE ELEVATION 3 PROPOSED UTILITY POLE ELEVATION
WORK
C-2A
SCALE: NTS
C-2A
SCALE: 3/16" = 1'-0" (11x17 SIZE)
C-2A
SCALE: 3/16" = 1'-0" (11x17 SIZE)
3/8" = 1'-0" (22x34 SIZE)3/8" = 1'-0" (22x34 SIZE)
SHEET NUMBER
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 1275 JOHN STREET, SUITE 100
41.6'f AGL
WEST HENRIETTA, NY 14586
PROPOSED POLE TOP ANTENNA q PROPOSED ANTENNA
40.6'f AGLMOUNT (SEE DETAIL 1/C-3)
rectonic
TOP OF EXISTING UTILITY POLE PRACTICAL SOLUTIONS.EXCEPTIONAL SERVICE.
1 2"3 8.3'± A G L Tectonic Engineering Consultants, Geologists do Land Surveyors, D.P.C.
Project Contact Info
MIN
36 British American Blvd. Phone: (518) 783-1630
Suite 101 800) 829-6531
EXISTING PRIMARY
Latham, NY 12110 www.tectonicengineering.com
36.5'± AGL EXISTING COMM/FIBER LINE WO NUMBER DRAWN BY REVIEWED BY
12397.063 LP SM
NO. DATE ISSUE
INSTALL RF "CAUTION" SIGNAGE I o 12/10/24 FOR REGULATORY
5't BELOW PROPOSED ANTENNA
PROPOSED VERIZON WIRELESS I EXISTING FIBER LINE
4" U—GUARD (CABLES FROM 1 03/11/25 PER COMMENTS
TYP OF 2) (SEE DETAIL 4/C-3)
RRH TO ANTENNA)
PROPOSED WEATHERHEAD FOR POWER I
CARLON P/N: E998H—CAR OR APPROVED EQUAL)
li
EXISTING SECONDARY
29.5'± AGL PROPOSED 1-1/2" CONDUIT i PROPOSED MOPT RELEASED BY DATE
FROM SECONDARY TO METER) I I
ON OPPOSITE SIDE OF POLE)
TERMINAL (BY OTHERS)
PROPOSED 1
PVC RISER FOR POWER j PROPOSED LC/UPC BIDI RUGGEDIZED FIBER
JUMPER FROM THE PROPOSED MOPT TERMINAL
EXISTING FIBER LINE II TO PROPOSED FUJITSU PASSIVE FIBER ENCLOSURE o N y,
yQ
24.0'± AGL
I I r 9
PROPOSED COAX CABLES TO EXISTING FIBER LINEco
ANTENNAS IN 4 MAX U—GUARD LU
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EXISTING COMM LINE/DOWN GUY PROPOSED VERIZON WIRELESS EQUIPMENT o 08750-1
PROPOSED MOPT 22.0'± AGL SHROUD (COMMSCOPE PN: SSC-760249586X1 XK71R°
fiEsstioN'`
TERMINAL (BY OTHERS)
EXISTING COMM/FIBER LINE
OR EQUAL) (SEE DETAIL 5/C-3)
PROPOSED LC/UPC BIDI RUGGEDIZED FIBER 21 .0'± AGL
JUMPER FROM THE PROPOSED MOPT EXISTING FIBER LINE PROPOSED FUJITSU PASSIVE UNAUTHORIZED ALTERATION OR ADDITIONS TO A PLAN
TERMINAL TO PROPOSED FUJITSU PASSIVE
20.0'± AGL FIBER ENCLOSURE MOUNTED SURVEYOREARING HIS AEAL OF AVOLATIONLIOFNSEDSECTIONG72EOEg OR LAND
FIBER ENCLOSURE WITHIN 1 CONDUIT TO EXTERIOR OF SHROUD IS UVBDIVISION 2 OF THE NEW YORK STATE EDUCATION
BOTTOM OF PROPOSED MOPT TERMINAL
PROPOSED VERIZON WIRELESS 17.7f AGL
COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE
3 OF THE SIGNATURE AND AN ORIGINAL EMBOSSED
EQUIPMENT SHROUD WITH PROPOSED C-1 THE PROFESSIONALENGINEER OR ELAND RSURVEYORF
RRH & ASSOCIATED EQUIPMENT SHALL NOT BE CONSIDERED VALID COPIES.
COMMSCOPE PN: SSC-760249586X1 X
OR EQUAL) (SEE DETAIL 5/C-3) PROPOSED FUJITSU PASSIVE FIBER ENCLOSURE
PROPOSED RUGGEDIZED FIBER JUMPERS TO 0 1
MOUNTED TO EXTERIOR OF SHROUD RRHs AND MMUs IN THE SHROUD (TYP OF 2)
ORIGINAL SIZE IN INCHES
2 22x34 FORMAT)
C-2B
li 0 1
BOTTOM OF PROPOSED EQUIPMENT
2 12.0'f AGL (MINIMUM) ORIGINAL SIZE IN INCHES
PROPOSED 1-1/4" PVC RISER FOR
C-1
AC CIRCUITS TO ANTENNAS
PROPOSED EATON BRP12B100R 11 x17 FORMAT)
BOTTOM OF PROPOSED LOAD CENTER LOAD CENTER OR APPROVED EQUAL
SITE INFORMATION
PROPOSED EATON BRP12B100R LOAD CENTER 10.0'f AGL (MINIMUM)
WALDORF SCHOOLORAPPROVEDEQUAL (SECURE TO POLE
USING UNISTRUT OR APPROVED
O
BOTTOM OF PROPOSED METER PROPOSED 1-1/2" LIQUIDTIGHT
MANUFACTURER RECOMMENDED HARDWARE)8.0'f AGL MINIMUM METER TO LOAD CENTER)
FUZE ID#. 16085142
MINIMUM)
PROPOSED RF "INFORMATION" BOTTOM OF PROPOSED RF SIGNAGE
M DG#: 5000958548
SIGNAGE (SEE DETAIL 4/C-3)8.0'f AGL (MINIMUM) o
SITE ADDRESS
I
PROPOSED METER MILBANK P/N: U2048—RL OR
POLE NM 13 1/2/NYT 13 1/24
APPROVED EQUAL (SECURE TO POLE USING ADJ TO 130 REGENT ST
ERICKSON SERIES PBAL MOUNTING BRACKET OR I PROPOSED METER MILBANK P/N:
ELECTRIC COMPANY APPROVED EQUAL) U2048—RL OR APPROVED EQUAL (SECURE CITY OF SARATOGA SPRINGS
PROPOSED HIGH IMPACT
EXISTING UTILITY POLE
TO POLE USING ERICSSON SERIES PBAL SARATOGA COUNTY
PVC CABLE COVER (BLACK) MOUNTING BRACKET OR APPROVED EQUAL)
EXISTING GRADE NY 12866
SHEET TITLE
IN IL STREET SIDE EXISTING GRADE EXISTING UTILITY POLE
0.0'± AGL POLE ELEVATION & DETAIL
UTILITY POLE ELEVATION 2 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 verizerTHEUTILITYPROVIDERSREQUIREMENTS.
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
CX200M1224-3Hxy)
PROPOSED EATON BRP12B100R I
0
ELECTRIC PANEL OR APPROVED EQUAL
PROPOSED 1 /4"x20 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 12110 www.tectonicengineering.com
CONCEALFAB P/N: 900070)WO NUMBER DRAWN BY REVIEWED BY
c PROPOSED P1000T 12397.063 LP J F SM -1
0 UNISTRUT 6" LONG NO. DATE ISSUE
TYP OF 2) 0 12/10/24 FOR REGULATORY
POLE MOUNT BRACKET
I 1 03/11/25 PER COMMENTS
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
INCLUDED WITH BRACKET)
CHANNEL NUT (TYP OF 3)
UTILITY POLE 0 TO PROPOSED METER SOCKET,PROPOSED 1 /4"x2"
BE VERIFIED IN FIELD MILBANK P/N/ U2048—RL (OR LAG SCREW n OF NjE
q
APPROVED EQUAL CONFORMING TO I \ P Tj, 9UTILITYCOMPANYSTANDARDS) C
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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) A 08750 fG
2" = 1'-0" (22x34 SIZE)
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 PE Metro Cell Solutions OMMS P CLAMP, STRA-P. AND THRU BOLT OPTIONS
LAW.
y
Eriuseon Canfiguralians COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE
SSC-7 0 49 5 6X 1X 2)RRL111•1RRU3M2121441`V442 d44T3&(2)PU+C LuS02?08 lls 2 Z TRADE SIZE KNOCKOUTS FOR CA&E ENTRY/
OF THE SIGNATURE AND AN ORIGINAL EMBOSSED
a (1)8943 ar4.449 1 U$f2)U AC 0 uru j_{y SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF
EXIT (CROSS CUT RUBBER GROMMETS INCLUDED) THE PROFESSIONAL ENGINEER OR LAND SURVEYOR
MV2 Micro Radio Concealment Enclosure 11)8B431and(1)4478at3tPSUACO2138urtits I SHALL NOT BE CONSIDERED VALID COPIES.
1)4415.(1 M 4449 and(11)22Dxf440x.9(3M PSU AC 02M unlre FULLY VENTED WITH OR487
Universal Single Part Number Radio Enclosure 11)4455and(1)444Ra(al PSUACO2A3aurlits I•IErOAiPLEANT PERF PATTERNS
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melal, concrete, and wood(pole structures as well as NakiaC-0nfigurariona r*
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LABEL APPLIED TO LOAD CENTER.
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POLE MOUNT DETAILS
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TO FACE OF UTILITY POLE USING 1 " WOOD SCREWS.
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3. RF SIGNS ARE APPROXIMATELY 6"x7.5" IN SIZE. 4
SHEET NUMBER
4 PROPOSED SIGNAGE 5 EQUIPMENT SHROUD DETAILS
C-3
SCALE: NTS
C-3
SCALE: NTS C 3
ANTENNA MOUNT GROUNDING 2 SOLID TINNED
CONDUCTORS. #6 AWG STRANDED,BARE COPPER WIRE
GRADE
INSULATED AND COPPER CABLE, PROPOSED VERIZON
SECURED TO POLE AND ANTENNA WIRELESS ANTENNA
MOUNT USING UV RATED CABLE TIES AverizonQII/ oo I
ANTENNA GROUNDING CONDUCTORS. #6
z
3 z
AWG STRANDED, INSULATED AND COPPER
EXOTHERMIC WELD (TYP)CABLE, SECURED TO POLE AND ANTENNA COAX GROUND Q
MOUNT USING UV RATED CABLE TIES KIT (TYP) ANTENNA MOUNT
WEST HOENRIETTA,
ENYS41586100
COMPRESSION CONNECTION
BY CONTRACTOR (TYP)
I
GROUND ROD, COPPER
SECONDARY CLAD STEEL ROD, MIN2 Tectonic0
5/8" DIA. X 8'-0" LONG PRACTICAL SOLUTIONS.EXCEPTIONAL SERVICE.
jTectonic Engineering Consultants, Geologists & Land Surveyors, D.P.C.Z N TYP OF 2)
Project Contact Info
36 British American Blvd. Phone: (518) 783-1630
Suite 101 800) 829-6531
Latham, NY 12110 www.tectonicengineering.com
I
I
MIN WO NUMBER DRAWN BY REVIEWED BY6
I
EQUIPMENT 12397.063 LP SM
SHROUD NOTE:NO. DATE ISSUE
0 12/10/24 FOR REGULATORY
54DC CABLE
GROUND ROD SHALL BE DRIVEN VERTICALLY,
1 03 11 25 PER COMMENTSNOTTOEXCEED45DEGREESFROMVERTICAL.
BOND MAIN GROUND TO NEUTRAL ANTENNA COAX JUMPERS F- - - - - - - - - - - -
WIRE OF SECONDARY TRIPLEX PROPOSED INSULATED TYP OF 16)
P-CLIPS/STRAPS OR i--- -- ------ SMALL CELL I J
3 G R O U N D ROD DETAIL
STAPLES PLACED 18" APART I
C-BAND RRH
I a_ E-1
SCALE: NTS
I
i
HI—BAND I
PROPOSED HOME RUN GROUND RRH I
RELEASED BY DATE
WIRE, #2 AWG COPPER GROUND BAR WITHIN SHROUD
INSULATED OR #2 TINNED I POWER I o
MODULE I PROPOSED HOMERUN GROUND WITH #2
DOUBLE C—TAP OR COLOR CODED I I AWG COPPER INSULATED OR QW TINNED
LONG BARREL DOUBLE LUG
CONNECTION WITH NON OXIDIZING SOF NEjf,yCOMPOUND (TYP)
6 AWG INSULATED GROUND TO LOAD co
HOME RUN FROM ALL CABLES CENTER z
I AND METALLIC OBJECTSPROPOSED O NEUTRAL a 0$750-1
MOPT TERMINAL BONDING SCREW oFL1L2N Esstio
BY OTHERS) 0
O HOME RUN GROUND WIRE,--"
METER PROPOSED
PROPOSEDSOCKET
EQUIPMENT 2 AWG COPPER GROUND BUS UNAUTHORIZED ALTERATION OR ADDITIONS TO A PLAN
120/240V BEARING THE SEAL OF A LICENSED ENGINEER OR LANDSHROUDFTINSULATEDOR #2 TINNED SURVEYOR IS A VIOLATION OF SECTION 7209
SUPPLY CABLE PROPOSED LOAD CENTER SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION
GRADE
LAW.
TYP) O EATON P/N: BRP12B100R)COPIES OF THIS DOCUMENT WITHOUT A FACSIMILEO ; 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
SHALL NOT BE CONSIDERED VALID COPIES.
PROPOSED PROPOSED GROUNDING ELECTRODE
LOAD CENTER
GROUND LINE #2 AWG COPPER
CONDUCTOR. #2 AWG STRANDED, INSULATED 0 1
i COPPER CABLE TO GROUND BUS
PROPOSED METER e
ORIGINAL SIZE IN INCHES
2 4 LOAD CENTER GROUNDING 22x34 FORMAT)GROUNDING RISER DIAGRAM
E-1
SCALE: NTS
E-1
SCALE: NTS 0 1
w
6 AWG INSULATED GROUND TO ORIGINAL SIZE IN INCHES
HOME RUN FROM ALL CABLES
AND METALLIC OBJECTS
11 x17 FORMAT)
SITE INFORMATION
PROPOSED 1/2" HIGH IMPACT PVC PROPOSED SMALL CELL WALDORF SCHOOL
U-GUARD (U—MOLDING) MOLDING
PROPOSED VERIZON WIRELESS 100A LOAD
C-BAND MMU
FUZE ID 16085142TOCOVERGROUNDDOWNWIRE
ALONG BOTTOM 8' OF POLE CENTER (EATON P/N: BRP12B100R)2) DC CABLE (DELTA P/N
3799423700—S) M DG#: 5000958548
EXISTING GRADE SITE ADDRESS
PROPOSED 100A METER SOCKET
1 ) AC CABLE (DELTA
P/N 3799919300—S) POLE# NM 13 1/2/NYT 13 1/2MILBANKPN: U2048—RL ORSTREETSIDE 20A MICRO
APPROVED EQUAL BY UTILITY PROVIDER) 2P RRH ADJ TO 130 REGENT ST1I1=1I1=1I1=1I1= "1=1I1=1I1=1 =1I1=' P
1TI-1TI-1 1-1 1 ti ilTl„ITI ITI I I-1' DELTA A D VA N TA G E
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II=1 T—III III=1I=1 1=1 1- ; 100A METER BY
RRH
Ti—ItI—ITi— I_I11_I11—III—I
UTILITY PROVIDER 1 1 /2 C W/ (3) #1 SARATOGA COUNTYTI=1TI=1TI=1 tl 1=1 1=1 1=1 I-
PROPOSED GROUNDIII-III-III I-III=III=III=
ITI-ITI-ITI- 1 1=ITI=ITI;ROD (TYP OF 2)ITI-ITI-III klll=III=III=
ITI—ITI—_1k' =1i1=1i1-1'
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i-ITi-ITi-I I-I I I-ITi-ITi-I' S
1 1=III=III=1 1=1 1=I' P P P P P SHEET TITLE
111,;,111 111, ,111-I'' S
L
1 -1 /2" CONDUIT W/ (3)# 1 . CONTRACTOR ELECTRICAL & GROUNDING
TO ROUTE CONDUIT TO THE HEIGHT OF THE E DIAGRAMS & DETAILSSECONDARYOHWANDSPOOL10' OF
CONDUCTOR ABOVE THE CONDUIT. SPLICE
TO SINGLE PHASE SERVICE TO BE
PERFORMED BY UTILITY PROVIDER. SHEET NUMBER
6'-0"
NMI
CONTRACTOR TO UTILIZE PENETROX
UTILITY POLE GROUNDING DETAIL OR APPROVED EQUAL) 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)