From: Jason Blinkhorn

From: Jason Blinkhorn <[email protected]>

Sent: Thursday, July 8, 2021 11:48 AM

To: CSC-DL Siting Council <[email protected]>; [email protected]

Cc: Corey Michaud <[email protected]>; Michael Cypranowski

<[email protected]>; Adam Trapani <[email protected]>; Karin

Turner <[email protected]>; Siyuan Liu <[email protected]>; ATT

Closeouts <[email protected]>; New England Compliance

<[email protected]>

Subject: CSC SITE EM-AT&T-060-210407 / ATT SITE CT2030

CSC team,

We would like to start this project 7-18-2021. Please see attached.

COP team,

Please note this will require additional COP documents for the CSC.

Thank You,

Jason Blinkhorn / Project Manager / 401-787-6007 / [email protected] 16 Esquire Rd, N Billerica MA 01862 125 Depot St, Bellingham, MA 02019

Disclaimer: This email is intended only for the use of the individual or entity to which it is addressed, and may contain information that is privileged, confidential and exempt from disclosure under applicable law. If you received this communication in error, please do not distribute it and notify us immediately by email ([email protected]) or via telephone (484.804.4500) and delete the original message. Unless expressly stated in this email, nothing in this message or any attachment should be construed as a digital or electronic signature.

mailto:[email protected]

mailto:[email protected]

IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION

OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.

1T-1REVISION:SHEET NUMBER:

ISSUED FOR:

DRWNREV DESCRIPTION DES./QADATE

370 MALLORY STATION ROAD, SUITE 505FRANKLIN, TN 37067

AT&T SITE NUMBER: 61163

BU #: 806361NHV 102 943127

131 MANOR ROADGUILFORD, CT 06437

EXISTING 150'-0" MONOPOLE

3227 WELLINGTON COURTRALEIGH, NC 27615

0 AM ASCONSTRUCTION

1025 LENOX PARK BOULEVARD NEATLANTA, GA 30319

03/10/2021

04/02/2021

1 AM ASJURISDICTION04/02/2021

AT&T SITE NUMBER:AT&T SITE NAME:AT&T FA CODE:AT&T PACE NUMBER:AT&T PROJECT:

BUSINESS UNIT #:SITE ADDRESS:COUNTY:SITE TYPE:TOWER HEIGHT:

61163CTV203010035042MRCTB048592, MRCTB048471, MRCTB048634, MRCTB048476, MRCTB048475LTE 3C, LTE 4C, 4TX4RX

806361

NEW HAVENMONOPOLE150'-0"


AT&T TOWER ASSET GROUP575 MOROSGO DRIVEATLANTA, GA 30324-3300

SITE INFORMATION

CARRIER/APPLICANT:

SHEET #

DRAWING INDEX

SHEET DESCRIPTION

CONNECTICUT LIGHT & POWER CO03 397 276

ELECTRIC PROVIDER:

LIGHTOWERTELCO PROVIDER:

GROUND ELEVATION:

41° 19' 48.09"

-72° 43' 18.51"

U-UNMANNED

FACILITY IS UNMANNED AND NOT FORHUMAN HABITATION

OCCUPANCY CLASSIFICATION:

A.D.A. COMPLIANCE:

MAP/PARCEL #:

TOWN OF GUILFORDJURISDICTION:

090017

NHV 102 943127

NEW HAVEN

AREA OF CONSTRUCTION: EXISTING

NAD83

R-5

PROPERTY OWNER:

CROWN CASTLE2000 CORPORATE DRIVECANONSBURG, PA 15317

TOWER OWNER:

IIBTYPE OF CONSTRUCTION:

287'±


BISHOP B W & SONS INC.1355 BOSTON POST RDGUILFORD, CT 06437

CROWN CASTLE USA INC.SITE NAME:

LAT/LONG TYPE:

LONGITUDE:

LATITUDE:

CURRENT ZONING:

COUNTY:

SITE ADDRESS:

PROJECT TEAM

A&E FIRM:

CROWN CASTLEUSA INC. DISTRICTCONTACTS:

ENGINEERED TOWER SOLUTIONS, PLLC3227 WELLINGTON COURTRALEIGH, NC [email protected]

TITLE SHEETT-1

SITE PLANC-1.1

C-1.2

C-2

C-3

C-4

EXISTING & FINAL EQUIPMENT PLANS

FINAL EQUIPMENT SCHEDULE

FINAL ELEVATION & ANTENNA PLANS

G-1 GROUNDING SCHEMATIC

GENERAL NOTEST-2

EQUIPMENT MOUNTING DETAILS I

G-2 GROUNDING DETAILS

VERONICA DELIA - PROJECT MANAGER

JASON D'AMICO - CONSTRUCTION MANAGER


NOTE:PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THECROWN NOC AT (800) 788-7011 & CROWN CONSTRUCTION MANAGER.

APPLICABLE CODES/REFERENCE DOCUMENTS

ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED INACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWINGCODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORKNOT CONFORMING TO THESE CODES:

CODE TYPE CODEBUILDING 2015 IBCMECHANICAL 2015 IMCELECTRICAL 2017 NEC

ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FORAT&T. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTINGDIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALLIMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANYDISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR

BE RESPONSIBLE FOR SAME.

PROJECT DESCRIPTION

THE PURPOSE OF THIS PROJECT IS TO ENHANCE BROADBAND CONNECTIVITY AND CAPACITY TOTHE EXISTING ELIGIBLE WIRELESS FACILITY.

TOWER SCOPE OF WORK:· REMOVE (3) POWERWAVE 7770 ANTENNAS· REMOVE (3) ERICSSON - RRUS 11 B12· REMOVE (3) ERICSSON - RRUS 12 B2 + RRUS A2 B25· REMOVE (6) DIPLEXERS· INSTALL (3) OPA65R-BU6DA ANTENNAS· INSTALL (3) DMP65R-BU6DA ANTENNAS· INSTALL (3) ERICSSON - 4449 B5/B12 RRUs· INSTALL (3) ERICSSON - 8843 B2/B66A RRUs· INSTALL (3) ERICSSON - 4478 B14 RRUs· INSTALL (1) RAYCAP - DC6-48-60-18-8F SQUID· INSTALL (2) DC TRUNKS (7/8")· INSTALL (1) FIBER TRUNK (3/8")· INSTALL (2) FLEX CONDUIT

GROUND SCOPE OF WORK:· REMOVE (1) INDOOR POWER PLANT· REMOVE BATTERY STRINGS· REMOVE (2) RACK MOUNTED CONVERTER SHELVES· REMOVE (6) DIPLEXERS· INSTALL (1) 6630· INSTALL (1) RAYCAP - DC12-48-60-0-25E· INSTALL (1) 7100 VERTIV INDOOR POWER PLANT· INSTALL (6) VERTIV RECTIFIERS· INSTALL (4) VERTIV 48V CONVERTERS· INSTALL (15) UP-CONVERTERS

ATTACHED PLUMBING DIAGRAM

LOCATION MAP

NO SCALE

SITE PHOTO

CALL CONNECTICUT ONE CALL

(800) 922-4455 CBYD.COM

CALL 2 WORKING DAYS

BEFORE YOU DIG!

ATTACHED MOUNT MODIFICATION DRAWINGS

STRUCTURAL ANALYSIS:DATED:

CROWN CASTLE02/08/2021

REFERENCE DOCUMENTS:

MOUNT ANALYSIS:DATED:

POD10/13/2020

RFDS REVISION:DATED:

108/14/2020

ORDER ID:REVISION:

5275160

C-6 EQUIPMENT SPECS

C-5 EQUIPMENT MOUNTING DETAILS II

· INSTALL (12) BATTERIES· INSTALL (1) IDLE CABLE



1C-1.1REVISION:SHEET NUMBER:

ISSUED FOR:




BU #: 806361NHV 102 943127




0 AM ASCONSTRUCTION


03/10/2021

04/02/2021




1C-1.2REVISION:SHEET NUMBER:

ISSUED FOR:




BU #: 806361NHV 102 943127




0 AM ASCONSTRUCTION


03/10/2021

04/02/2021




1C-2REVISION:SHEET NUMBER:

ISSUED FOR:




BU #: 806361NHV 102 943127




0 AM ASCONSTRUCTION


03/10/2021

04/02/2021





ISSUED FOR:




BU #: 806361NHV 102 943127




0 AM ASCONSTRUCTION


03/10/2021

04/02/2021





ISSUED FOR:




BU #: 806361NHV 102 943127




0 AM ASCONSTRUCTION


03/10/2021

03/10/2021




ISSUED FOR:




BU #: 806361NHV 102 943127




0 AM ASCONSTRUCTION


03/10/2021

03/10/2021

EQUIPMENT SPECIFICATIONSMANUFACTURER:ATTM NUMBER:EMERSON NUMBER:

PLAN VIEW

BOTTOMHEIGHT:WIDTH:DEPTH:

84.0 IN25 IN23 IN

WEIGHT: SEE TABLE ABOVE

SAFETY COMPLIANCE: UL LISTED ANDSEISMIC ZONE 4 COMPLIANT

EMERSON/VERTIVNEQ.17139582127000ZZ011

FRONTSIDE




ISSUED FOR:




BU #: 806361NHV 102 943127




0 AM ASCONSTRUCTION


03/10/2021

03/10/2021



0G-1REVISION:SHEET NUMBER:

ISSUED FOR:




BU #: 806361NHV 102 943127




0 AM ASCONSTRUCTION


03/10/2021

03/10/2021



0G-2REVISION:SHEET NUMBER:

ISSUED FOR:




BU #: 806361NHV 102 943127




0 AM ASCONSTRUCTION


03/10/2021

03/10/2021

PROJECT INFORMATION SCOPE OF WORK:

SITE:

806361 NHV 102 943127 (10035042)

MOUNT MODIFICATION DRAWINGS INCLUDES:INSTALL PROPOSED SUPPORT RAILS, CORNER BRACES,STABILIZER KITS, & MOUNT PIPES.

COUNTY: NEW HAVEN

SITE ADDRESS: 131 MANOR RD.GUILFORD, CT 06437

LATITUDE: 41° 19' 48.09"LONGITUDE: -72° 43' 18.51"

MODIFICATION DRAWING FOR AN EXISTING 13.5' PLATFORM W/ SUPPORT RAILS AT 138' ON A 150' MONOPOLE TOWER

SHEET INDEXT-01 TITLE SHEET

N-01 NOTES

S-01 PLAN VIEWS-02 ELEVATION VIEW

MI-01 MODIFICATION CHECKLIST

REV. DATE DESCRIPTION

SITE INFORMATION:

SITE NUMBER:

DRAWN BY:CHECKED BY:DATE:

SHEET TITLE:

POD NUMBER:

PLANS PREPARED BY:

PLANS PREPARED FOR:

CARRIER:

DRAWING NOTICE:

DOP

POWEROF DESIGN

1033 E. TURKEYFOOT LAKE RD.SUITE 206 AKRON, OHIO 44312

330-961-7432

THESE DOCUMENTS ARE CONFIDENTIAL ANDARE THE SOLE PROPERTY OF CROWN CASTLE

AND MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUTTHE EXPRESS WRITTEN CONSENT OF CROWN

CASTLE.

T-01

TITLE SHEET

10/13/2020JGCTAJ

20-70444

806361

131 MANOR RD.GUILFORD, CT 06437

NHV 102 943127 (10035042)

MODIFICATION DRAWING

10/13/2020

REFERENCE DOCUMENTSDOCUMENT TYPE DESIGNATION

MOUNT ANALYSISPODPROJECT NUMBER: 20-70234DATED: 10/02/2020

MATERIAL SPECIFICATIONS

ANGLES ASTM A36 (36 KSI YIELD STRENGTH)PIPES ASTM A53 GR.B (35 KSI YIELD STRENGTH)BOLTS ASTM A325NNUTS ASTM A563

WASHER ASTM F436PLATE ASTM A36 (36 KSI YIELD STRENGTH)

U-BOLTS ASTM A307

WORKABLE GAGESLEG ---- ----

G ---- ----

"G" - DIMENSIONS GIVEN IN

INCHES.

- MATCH EXISTING WHENAPPLICABLE.

2-1/21-3/8

BOLT SCHEDULEBOLT

DIAMETERSTANDARD

HOLESHORTSLOT

MIN. EDGEDISTANCE SPACING

1/2 9/16 9/16x11/16 7/8 1-1/25/8 11/16 11/16x7/8 1-1/8 1-7/83/4 13/16 13/16x1 1-1/4 2-1/4

7/8 15/16 15/16x1-1/8 1-1/2 2-5/81 1-1/16 1-1/16x1-5/16 1-3/4 3

SPACING EDGEDISTANCE

- DIMENSIONS GIVEN ININCHES.

- SHORT SLOT HOLESSHALL ONLY BE USEDWHEN DEPICTED ONTHE PLANS.

ALLOWABLE ANGLE COPE

L

1.5xLMAX.

COPED ANGLE DO NOT COPE BEYONDTHIS LINE

BOLT HOLE COPEDANGLE

1. ALL DIMENSIONS REPRESENTED IN THE ABOVE TABLES ARE AISCMINIMUM REQUIREMENTS. CONTRACTOR SHALL VERIFY EXISTINGCONDITIONS IN FIELD AND NOTIFY ENGINEER IF DISTANCES ARELESS THAN THOSE PROVIDED.

2. THE DIMENSIONS PROVIDED ARE MINIMUM REQUIREMENTS.ACTUAL DIMENSIONS OF PROPOSED MEMBERS WITHIN THESEDRAWINGS MAY VARY FROM THE AISC MINIMUM REQUIREMENT.


SITE INFORMATION:

SITE NUMBER:


SHEET TITLE:

POD NUMBER:

PLANS PREPARED BY:

PLANS PREPARED FOR:

CARRIER:

DRAWING NOTICE:

DOP

POWEROF DESIGN


330-961-7432



CASTLE.

N-01

NOTES

10/13/2020JGCTAJ

20-70444

806361


NHV 102 943127(10035042)


GENERAL NOTES1. THE MODIFICATIONS REPRESENTED IN THESE DRAWINGS ARE BASED ON THE STRUCTURAL DOCUMENTS

PROVIDED IN THE STRUCTURAL DOCUMENTS TABLE. THE CONTRACTOR SHALL OBTAIN AND BECOMEFAMILIAR WITH ALL REFERENCED DOCUMENTS.

2. ALL MODIFICATIONS MUST BE INSTALLED TO BRING THE TOWER INTO CONFORMANCE WITH ALLAPPLICABLE CODES.

GOVERNING CODES TIA-222-HULTIMATE WIND SPEED 122 MPH 3 SECOND GUST

RADIAL ICE THICKNESS 1"WIND SPEED W/ ICE 50 MPH 3 SECOND GUSTSTRUCTURE CLASS IIEXPOSURE CATEGORY CTOPOGRAPHIC CATEGORY 1SPECTRAL RESPONSE ACCELERATIONS SS= 0.206 & S1= 0.054

3. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY THE CONTRACTOR UNLESS NOTEDOTHERWISE OR APPROVED BY THE EOR. THE CONTRACTOR MUST HAVE CONSIDERABLE EXPERIENCEPERFORMING WORK SIMILAR TO THAT DESCRIBED WITHIN THESE DRAWINGS. BY ACCEPTANCE OF THISPROJECT, THE CONTRACTOR IS ATTESTING THAT HE HAS SUFFICIENT EXPERIENCE AND ABILITY, THAT HE ISKNOWLEDGEABLE OF THE WORK TO BE PERFORMED AND THAT HE IS PROPERLY LICENSED ANDREGISTERED TO PERFORM THE WORK IN THE PROJECT JURISDICTION.

4. WORK SHALL ONLY BE PERFORMED DURING CALM, DRY DAYS (WINDS LESS THAN 10XMPH). IT IS THECONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE INSTILLATION PROCEDURE AND SEQUENCE TOINSURE THE SAFETY OF THE STRUCTURE AND ITS COMPONENT PARTS DURING ERECTION AND/ORMODIFICATIONS. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF TEMPORARY BRACING, GUYSOR TIEXDOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THEPROPERTY OF THE CONTRACTOR AFTER THE COMPLETION OF THE PROJECT.

5. ALL DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS SHOWN ON THE DRAWINGS SHALL BE FIELDVERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING ANY MATERIALS ORDERING, FABRICATION ORCONSTRUCTION WORK ON THIS PROJECT. CONTRACTOR SHALL NOT SCALE CONTRACT DRAWINGS IN LIEUOF FIELD VERIFICATIONS. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OFTHE OWNER AND EOR. THE DISCREPANCIES MUST BE RESOLVED BEFORE THE CONTRACTOR IS TOPROCEED WITH THE WORK. THE CONTRACT DOCUMENTS DO NOT INDICATE THE METHODS OFCONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND IS SOLELYRESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES.OBSERVATION VISITS TO THE SITE BY THE OWNER AND/OR THE EOR SHALL NOT INCLUDE INSPECTION OFTHE PROTECTIVE MEASURES AND PROCEDURES.

6. THE DESIGN WITHIN THESE DRAWINGS ASSUMES THE TOWER AND ITS FOUNDATIONS HAVE BEEN WELLMAINTAINED, IN GOOD CONDITION AND ARE WITHOUT DEFECT. BENT MEMBERS, CORRODED MEMBER,LOOSE BOLTS, CRACKED WELDS, AND OTHER STRUCTURAL DEFECTS HAVE NOT BEEN CONSIDERED UNLESSSPECIFICALLY NOTED. THE TOWER IS ASSUMED TO BE PLUMB AND THE SITE IS ASSUMED LEVEL. THEOWNER AND/OR EOR SHALL BE NOTIFIED IMMEDIATELY IF ANY VARIANCES ARE FOUND.

7. THE CONTRACTOR SHALL ONLY WORK WITHIN THE LIMITS OF THE TOWER OWNER'S PROPERTY, LEASEAREA OR APPROVED EASEMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WORK ISPERFORMED WITHIN THESE BOUNDARIES. CONSTRUCTION STAKING AND BOUNDARY MARKING IS THERESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL EMPLOY A SURVEYOR AS REQUIRED. ANYWORK OUTSIDE THESE BOUNDARIES SHALL BE APPROVED IN WRITING BY THE OWNER.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAIN AND SUPERVISING ALL SAFETYPRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE CONTRACTOR IS RESPONSIBLE FORINSURING THAT ALL WORK PERFORMED COMPLIES WITH ALL APPLICATION SAFETY CODES ANDGOVERNING REGULATIONS.

9. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR SHALL COORDINATEINTENDED CONSTRUCTION ACTIVITY, INCLUDING WORK SCHEDULES AND MATERIAL DELIVERIES, WITH THEOWNER/RESIDENT LEASING AGENT FOR APPROVAL.

10. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM ALL APPLICABLEGOVERNING AGENCIES. THE CONTRACTOR WILL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS ANDREQUIREMENTS OF THE PERMITS.

11. ALL MATERIAL UTILIZED FOR THIS PROJECT MUST BE NEW AND FREE OF ANY DEFECTS. ANY MATERIALSUBSTITUTIONS, INCLUDED BUT NOT LIMITED TO ALTERED SIZED AND/OR STRENGTHS, MUST BEAPPROVED BY THE EOR.

12. UNLESS NOTED OTHERWISE, ALL NEW MEMBERS SHALL MAINTAIN THE EXISTING MEMBER WORKINGLINES AND NOT INTRODUCE ECCENTRICITIES INTO THE STRUCTURE.

13. ALL DIMENSIONS AND QUANTITIES LISTED WITHIN THESE DRAWINGS ARE INTENDED TO AID THECONTRACTOR. THE CONTRACTOR SHALL VERIFY ALL DIMENSION AND QUANTITIES PRIOR TO BIDDINGAND/OR ORDERING MATERIALS.

14. ALL MANUFACTURERS' INSTRUCTIONS SHALL BE FOLLOWED EXACTLY. ANY DEVIATION REQUIRES WRITTENAPPROVAL FROM THE EOR.

15. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARILY REMOVING COAX, BRACKETS, ANTENNAS MOUNTSAND ANY OTHER TOWER APPURTENANCE THAT MAY INTERFERE WITH THE INSTILLATION OF THE TOWERMODIFICATIONS. ALL TOWER APPURTENANCES MUST BE REPLACE AND/OR RESTORED TO ITS ORIGINALLOCATION. SOME MOUNTS OR ATTACHMENTS MAY REQUIRE CUSTOM MODIFICATION TO PROPERLY FITTHE MODIFIED REGION OF THE STRUCTURE. THESE CUSTOM MOUNTS OR ATTACHMENTS ARE DESIGNEDBY OTHERS AND MUST BE APPROVED BY THE OWNER/EOR PRIOR TO REMOVAL. ANY CARRIER DOWNTIMEMUST BE COORDINATED WITH THE OWNER IN WRITING.

16. DO NOT SCALE DRAWINGS.

1. ALL DETAILING, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AISCSPECIFICATIONS, LATEST EDITION.

2. ALL STRUCTURAL STEEL ELEMENTS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS.

3. ALL CONNECTIONS NOT FULLY DETAILED ON THESE PLANS SHALL BE DETAILED BY THE FABRICATOR INACCORDANCE WITH AISC SPECIFICATIONS, LATEST EDITION.

4. CAULKING SHALL BE PROVIDED AROUND PERIMETER OF ANY AND ALL MODIFICATION MEMBERS TOENSURE COMPLETE SEAL BETWEEN EXISTING STRUCTURE AND REINFORCING MEMBERS IN FULLCONTACT WITH EXISTING STEEL. SEALANT IS TO BE EXTERIOR GRADE, PAINTABLE SILICONE CAULKING ASMANUFACTURED BY DOW AND ACCEPTABLE TO EOR.

5. HOLES SHALL NOT BE FLAME CUT THROUGH STEEL UNLESS APPROVED BY THE EOR.6. ALL EXPOSED STEEL SHALL BE HOTXDIPPED GALVANIZED PER ASTM A123, ASTM A153/A153M, OR ASTM

A653 G90, AS APPLICABLE FOR FULL WEATHER PROTECTION. FOR HIGH STRENGTH STEEL FASTENERSWHERE HOTXDIPPED GALVANIZING IS NOT PERMITTED DACROMET F1136 GRADE 3 COATING SHALL BEUSED. IN ADDITION ALL NEW STEEL SHALL BE PAINTED TO MATCH EXISTING TOWER STEEL. CONTRACTORSHALL OBTAIN EOR APPROVAL FOR STEEL PROTECTION BY ANY OTHER MEANS.

7. REPAIR DAMAGED PAINTED/GALVANIZED SURFACES WITH TWO COATS OF BRUSH OR ROLL ON ZRC COLDGALVANIZING COMPOUND OR EOR APPROVED COATING. SURFACES MUST BE WIRE BRUSHED ANDSOLVENT CLEANED PRIOR TO APPLICATION OF GALVANIZING COMPOUND.

8. ALL BOLT ASSEMBLIES FOR STRUCTURAL MEMBERS REPRESENTED IN THIS DRAWING REQUIRE LOCKINGDEVICES (LOCKING NUT/PAL NUT) TO BE INSTALLED IN ACCORDANCE WITH TIA/EIAX222 REQUIREMENTS.

9. ALL PROPOSED AND/OR REPLACED BOLTS SHALL BE OF SUFFICIENT LENGTH SUCH THAT THE END OF THEBOLT BE AT LEAST FLUSH WITH THE FACE OF THE NUT. IT IS NOT PERMITTED FOR THE BOLT END TO BEBELOW THE FACE OF THE NUT AFTER TIGHTENING IS COMPLETED.

STRUCTURAL STEEL NOTES

10/13/2020


SITE INFORMATION:

SITE NUMBER:


SHEET TITLE:

POD NUMBER:

PLANS PREPARED BY:

PLANS PREPARED FOR:

CARRIER:

DRAWING NOTICE:

DOP

POWEROF DESIGN


330-961-7432



CASTLE.

S-01

PLAN VIEW

10/13/2020JGCTAJ

20-70444

806361


NHV 102 943127(10035042)


PLAN VIEW 1/2" = 1'-0"

NOTES:· ANTENNAE & GRATING NOT SHOWN FOR CLARITY· ALL FIELD DRILLED HOLES SHALL BE SOLVENT CLEANED AND TOUCHED UP WITH TWO COATS OF ZRC RICH PAINT· EXCESS MATERIALS SHALL BE REMOVED AND DISPOSED OFF SITE BY THE CONTRACTOR

3'-6" (TYP.)

EQ. (TYP.) EQ. (TYP.)2'-6" (TYP.) 2'-6" (TYP.)

4'-0" (TYP.)

PROPOSED STABILIZER KIT, SITEPRO1 P/N: PRK-SFS-L(F.V. LENGTH & TRIM ARMS AS NEEDED)

PROPOSED CONNECTION, SITEPRO1 P/N: PUCK(TYP. OF 6 TOTAL)

PROPOSED P2 STD. PIPE CORNER BRACE(4'-6" ± F.V. LENGTH) (TYP. OF 3 TOTAL)

PROPOSED 8'-0" P2 STD. MOUNT PIPE(TYP. OF 1 PER SECTOR, 3 TOTAL)

PROPOSED 13'-6" P2 STD. PIPE SUPPORT RAIL(TYP. OF 1 PER SECTOR, 3 TOTAL)

PROPOSED CROSSOVER KIT, COMMSCOPE P/N: XP-2020(TYP. OF 4 PER SECTOR, 12 TOTAL)

EXISTING MONOPOLE TOWER

EXISTING MOUNT PIPE (TYP.)

EXISTING FACE MEMBER (TYP.)

EXISTING SUPPORT RAIL (TYP.)

10/13/2020


SITE INFORMATION:

SITE NUMBER:


SHEET TITLE:

POD NUMBER:

PLANS PREPARED BY:

PLANS PREPARED FOR:

CARRIER:

DRAWING NOTICE:

DOP

POWEROF DESIGN


330-961-7432



CASTLE.

S-02

ELEVATION VIEW

10/13/2020JGCTAJ

20-70444

806361


NHV 102 943127 (10035042)


ELEVATION VIEW 1/2" = 1'-0"

NOTES:· ANTENNAE & GRATING NOT SHOWN FOR CLARITY· ALL FIELD DRILLED HOLES SHALL BE SOLVENT CLEANED AND TOUCHED UP WITH TWO COATS OF ZRC RICH PAINT· EXCESS MATERIALS SHALL BE REMOVED AND DISPOSED OFF SITE BY THE CONTRACTOR

S-02A

3" = 1'-0"

SECTION

A

S-02

PROPOSED STABILIZER KIT, SITEPRO1 P/N: PRK-SFS-L(F.V. LENGTH & TRIM ARMS AS NEEDED)

PROPOSED CONNECTION, SITEPRO1 P/N: PUCK(TYP. OF 6 TOTAL)

PROPOSED P2 STD. PIPE CORNER BRACE(4'-6" ± F.V. LENGTH) (TYP. OF 3 TOTAL)

PROPOSED 8'-0" P2 STD. MOUNT PIPE(TYP. OF 1 PER SECTOR, 3 TOTAL)

PROPOSED 13'-6" P2 STD. PIPE SUPPORT RAIL(TYP. OF 1 PER SECTOR, 3 TOTAL)

PROPOSED CROSSOVER KIT, COMMSCOPE P/N: XP-2020(TYP. OF 4 PER SECTOR, 12 TOTAL)

EXISTING MONOPOLE TOWER

EXISTING MOUNT PIPE (TYP.)

EXISTING FACE MEMBER (TYP.)

EXISTING SUPPORT RAIL (TYP.)

2'-0

"

4'-0

"

5'-0

"

1 1/

2"

1"

EQ. EQ.

EXISTING SUPPORT RAIL

PROPOSED 8'-0" P2 STD. MOUNT PIPE

PROPOSED 1/2" Ø U-BOLT W/ APPROPRIATE LOCK NUTS & WASHERS(DRILL 9/16" Ø HOLE AS NEEDED)

PROPOSED 1/2" Ø BOLT W/ APPROPRIATE LOCK NUTS & WASHERS (TYP.)(DRILL 9/16" Ø HOLE AS NEEDED) (TYP. OF 2 PER CONNECTION)

PROPOSED 8" L2-1/2X2-1/2X3/16" CLIP ANGLE

A

S-02

10/13/2020


SITE INFORMATION:

SITE NUMBER:


SHEET TITLE:

POD NUMBER:

PLANS PREPARED BY:

PLANS PREPARED FOR:

CARRIER:

DRAWING NOTICE:

DOP

POWEROF DESIGN


330-961-7432



CASTLE.

MI-01

MODIFICATIONCHECKLIST

10/13/2020JGCTAJ

20-70444

806361


NHV 102 943127 (10035042)


MODIFICATION INSPECTION CHECKLIST

BEFORE CONSTRUCTION DURING CONSTRUCTION AFTER CONSTRUCTION

CONSTRUCTION/INSTALLATION INSPECTIONAND TESTING REQUIRED (COMPLETED BYENGINEER OF RECORD)

REPORT ITEMCONSTRUCTION/INSTALLATION INSPECTIONAND TESTING REQUIRED (COMPLETED BYENGINEER OF RECORD)

REPORT ITEMCONSTRUCTION/INSTALLATION INSPECTIONAND TESTING REQUIRED (COMPLETED BYENGINEER OF RECORD)

REPORT ITEM

X MODIFICATION INSPECTION CHECKLIST DWG X CONSTRUCTION INSPECTION XMODIFICATION INSPECTOR REDLINE ORRECORD DRAWING(S)

- ENGINEER OF RECORD APPROVED SHOPDRAWINGS - FOUNDATION INSPECTION - POST INSTALLED ANCHOR ROD PULL-OUT

TESTING

- FABRICATION INSPECTION - CONCRETE COMP. STRENGTH AND SLUMPTEST X PHOTOGRAPHS

X MATERIAL TEST REPORT - POST INSTALLED ANCHOR ROD VERIFICATIONADDITIONAL TESTING AND INSPECTION

- FABRICATOR NDE INSPECTION - BASE PLATE GROUT VERIFICATION

- NDE REPORT OF MONOPOLE BASEPLATE (ASREQUIRED ) - THIRD PARTY CERTIFIED WELD INSPECTION

X PACKING SLIP - EARTHWORK LIFT AND DENSITY (REPORTREQUIRED)

ADDITIONAL TESTING AND INSPECTION X ON SITE COLD GALVANIZING VERIFICATION

- GUY WIRE TENSION REPORT

X GC AS-BUILT DOCUMENTS

ADDITIONAL TESTING AND INSPECTION

MODIFICATION INSPECTION NOTES:

GENERAL:

1. THE MODIFICATION INSPECTION IS A VISUAL INSPECTION OF TOWERMODIFICATION AND A REVIEW OF CONSTRUCTION INSPECTION AND OTHERREPORTS TO ENSURE THE INSTALLATION WAS CONSTRUCTED IN ACCORDANCEWITH THE CONTRACT DOCUMENTS. NAMELY THE MODIFICATION DRAWINGS., ASDESIGNED BY THE ENGINEER OF RECORD.

2. THE MODIFICATION INSPECTION IS TO CONFIRM INSTALLATION CONFIGURATIONAND WORKMANSHIP ONLY AN IS NOT A REVIEW OF THE MODIFICATION DESIGNITSELF. NOR DOES THE MODIFICATION INSPECTOR TAKE OWNERSHIP OF THEMODIFICATION DESIGN. OWNERSHIP OF THE STRUCTURAL MODIFICATION DESIGNEFFECTIVENESS AND INTENT RESIDES WITH THE ENGINEER OF RECORD AT ALLTIMES.

3. TO ENSURE THAT THE REQUIREMENT OF THE MODIFICATION INSPECTION AREMET, IT IS VITAL THAT THE GENERAL CONTRACTOR (GC) AND THE MODIFICATIONINSPECTOR BEGIN COMMUNICATION AND COORDINATING AS SOON AS A PO ORPAYMENT IS RECEIVED. IT IS EXPECTED THAT EACH PARTY WILL BE PROACTIVE INREACHING OUT TO THE OTHER PARTY.

MODIFICATION INSPECTOR:

1. THE MODIFICATION INSPECTOR IS REQUIRED TO CONTACT THE GC AS SOON ASRECEIVING A PO OR PAYMENT FOR THE MODIFICATION INSPECTION TO:

· REVIEW THE REQUIREMENT OF THE MODIFICATION INSPECTION CHECKLIST

· WORK WITH THE GC TO DEVELOP A SCHEDULE TO CONDUCT ON-SITE· INSPECTIONS

· DISCUSS ANY SITE SPECIFIC INSPECTIONS OR CONCERNS

2. THE MODIFICATION INSPECTOR IS RESPONSIBLE FOR COLLECTING ALL GENERALCONTRACTOR (GC) INSPECTION AND TEST REPORTS. REVIEWING THE DOCUMENTSFOR ADHERENCE TO THE CONTRACT DOCUMENTS, CONDUCTING THE INXFEILDINSPECTIONS, AND SUBMITTING THE MODIFICATION INSPECTION REPORT.

GENERAL CONTRACTOR:

1. THE GC IS REQUIRED TO CONTACT THE MODIFICATION INSPECTOR AS SOON ASRECEIVING A PO OR PAYMENT FOR THE MODIFICATION INSTALLATION ORTURNKEY PROJECT TO:

· REVIEW THE REQUIREMENT OF THE MODIFICATION INSPECTION CHECKLIST

· WORK WITH THE MI INSPECTOR TO DEVELOP A SCHEDULE TO CONDUCTON-SITE MODIFICATION INSPECTIONS, INCLUDING FOUNDATION INSPECTIONS

· BETTER UNDERSTAND ALL INSPECTION AND TESTING REQUIREMENTS

2. THE GC SHALL PERFORM AND RECORD THE TEST AND INSPECTION RESULTS INACCORDANCE WITH THE REQUIREMENTS OF THE MODIFICATION INSPECTIONCHECKLIST.

RECOMMENDATIONS:

1. IT IS SUGGESTED THAT THE GC PROVIDE A MINIMUM OF 5 BUSINESS DAYS NOTICE, TO THE MODIFICATION INSPECTOR AS TO WHEN THE SITE WILL BE READY FOR HE MODIFICATION INSPECTION TO BE CONDUCTED.

· THE GC AND MODIFICATION INSPECTION COORDINATE CLOSELY THROUGHOUT THE ENTIRE PROJECT.

· WHEN POSSIBLE IT IS PREFERRED TO HAVE THE MODIFICATION INSPECTOR AND GC ON-SITE SIMULTANEOUSLY FOR ANY GUY WIRE TENSIONING OR REXTENSIONING OPERATIONS.

· IT MAY BE BENEFICIAL TO INSTALL ALL TOWER MODIFICATIONS PRIOR TO CONDUCTING THE FOUNDATION INSPECTION TO ALLOW FOUNDATION AND MODIFICATION INSPECTION(S) DONE IN ONE SITE VISIT.

· WHEN POSSIBLE, IT IS PREFERRED TO HAVE THE GC AND MODIFICATIONINSPECTOR ON-SITE DURING THE MODIFICATION INSPECTION. THEREFORE, THE GC MAY CHOOSE TO COORDINATE THE MODIFICATION INSPECTION CAREFULLYTO ENSURE ALL CONSTRUCTION FACILITIES AT THEIR DISPOSAL WHEN THE MI INSPECTOR IS ON SITE.

CANCELLATION OR DELAYS IN SCHEDULED MODIFICATION INSPECTION:

1. IF THE GC AND MODIFICATION INSPECTOR AGREE TO A DATE ON WHICH THEMODIFICATION INSPECTION WILL BE CONDUCTED, AND EITHER ARTY CANCELS ORDELAYS, THE TOWER OWNER SHALL NOT BE RESPONSIBLE FOR ANY COSTS, FEES,LOSS OR DEPOSITS AND/OR OTHER PENALTIES RELATE TO THE CANCELLATION ORDELAY INCURRED BY EITHER PARTY FOR ANY TIME. EXCEPTIONS MAY BE MADE INTHE DELAY/ CANCELLATION IS CAUSED BY WEATHER OR OTHER CONDITIONS THATMAY COMPROMISE THE SAFETY OF THE PARTIES INVOLVED.

CORRECTION OF FAILING MODIFICATION INSPECTION:

1. IF THE MODIFICATION INSTALLATION WOULD FAIL THE MODIFICATION

INSPECTION ("FAILED MODIFICATION INSPECTION"), THE GC SHALL WORK WITHMODIFICATION INSPECTOR TO COORDINATE A REMEDIATION PLAN IN ONE OFTWO WAYS:

· CORRECT FAILING ISSUES TO COMPLY WITH THE SPECIFICATIONS CONTAINED IN THE ORIGINAL CONTRACT DOCUMENTS AND COORDINATE A SUPPLEMENT MODIFICATION INSPECTION. OR, WITH TOWER OWNER'S APPROVAL, THE GC MAY WORK WITH THE ENGINEER OF RECORD TO REXANALYZE THE MODIFCATION/REINFORCEMENT USING AS-BUILT CONDITION.

VERIFICATION INSPECTIONS:

1. TOWER OWNER RESERVES THE RIGHT TO CONDUCT A VERIFICATION INSPECTIONTO VERIFY THE ACCURACY AND COMPLETENESS OF PREVIOUSLY COMPLETEDMODIFICATION AND INSPECTION(S) ON TOWER MODIFICATION PRODUCTS.

2. VERIFICATION INSPECTION MAY BE CONDUCTED BY AN INDEPENDENT FIRM AFTERA MODIFICATION PROJECT IS COMPLETED, AS MARKED BY THE DATE OF ANACCEPTED “PASSING MODIFICATION INSPECTION MODIFICATION INSPECTION"REPORT FOR THE ORIGINAL PROJECT.

REQUIRED PHOTOS:

1. BETWEEN THE GC AND THE MI INSPECTOR THE FOLLOWING PHOTOGRAPHS ARETO BE TAKEN AND INCLUDED IN THE MODIFICATION INSPECTION REPORT:

· PREXCONSTRUCTION GENERAL SITE CONDITION

· PHOTOGRAPHS DURING THE REINFORCEMENT MODIFICATION CONSTRUCTION/ERECTION AND INSPECTION

·· RAW MATERIALS·· PHOTOS OF ALL CRITICAL DETAILS·· WELD PREPARATION·· FOUNDATION MODIFICATION·· BOLT INSTALLATION AND TORQUE·· FINAL INSTALLED CONDITION·· SURFACE COATING REPAIR

· POST CONDITION PHOTOGRAPHS

· FINAL INFIELD CONDITION ANY OTHER PHOTOS DEEMED RELEVANT TO SHOWCOMPLETE DENTALS OF MODIFICATIONS

2. PHOTOS OF ELEVATED MODIFICATIONS TAKEN FROM THE GROUND SHALL BECONSIDERED INADEQUATE.

10/13/2020

STATE OF CONNECTICUT CONNECTICUT SITING COUNCIL

Ten Franklin Square, New Britain, CT 06051

Phone: (860) 827-2935 Fax: (860) 827-2950

E-Mail: [email protected]

Web Site: portal.ct.gov/csc

VIA ELECTRONIC MAIL

May 3, 2021

Denise Sabo

Northeast Site Solutions

54 Main Street, Unit 3

Sturbridge, MA 01566

RE: EM-AT&T-060-210407 – AT&T notice of intent to modify an existing telecommunications

facility located at Long Hill Road (a/k/a 131 Manor Road), Guilford, Connecticut.

Dear Ms. Sabo:

The Connecticut Siting Council (Council) hereby acknowledges your notice to modify this existing

telecommunications facility, pursuant to Section 16-50j-73 of the Regulations of Connecticut State

Agencies with the following conditions:

\

1. Construction activities shall take place during daylight working hours consistent with the

Condition No. 14 of the Council’s Decision and Order in Docket No. 56;

2. Prior to AT&T’s antenna installation, antenna mount modifications shall be installed in

accordance with the Mount Analysis prepared by Power of Design Group, dated October 13,

2020 and stamped and signed by Jason Cheronis;

3. Within 45 days following completion of equipment installation, AT&T shall provide

documentation certified by a Professional Engineer that its installation complied with the

recommendations of the Mount Analysis;

4. Any deviation from the proposed modification as specified in this notice and supporting materials

with the Council shall render this acknowledgement invalid;

5. Any material changes to this modification as proposed shall require the filing of a new notice

with the Council;

6. The Council shall be notified in writing at least two weeks prior to the commencement of site

construction activities;

7. Within 45 days after completion of construction, the Council shall be notified in writing that

construction has been completed;

8. Any nonfunctioning antenna and associated antenna mounting equipment on this facility owned

and operated by AT&T shall be removed within 60 days of the date the antenna ceased to

function;

9. The validity of this action shall expire one year from the date of this letter; and

EM-AT&T-060-210407

May 3, 2021

Page 2

C:\Users\Evan\Documents\work\em-att-060-210407_dcltr_LongHillRd(akaManorRd).docx

10. The applicant may file a request for an extension of time beyond the one year deadline provided

that such request is submitted to the Council not less than 60 days prior to the expiration.

The proposed modifications including the placement of all necessary equipment and shelters within the

tower compound are to be implemented as specified here and in your notice dated April 5, 2021. The

modifications are in compliance with the exception criteria in Section 16-50j-72 (b) of the Regulations of

Connecticut State Agencies as changes to an existing facility site that would not increase tower height,

extend the boundaries of the tower site by any dimension, increase noise levels at the tower site boundary

by six decibels or more, and increase the total radio frequencies electromagnetic radiation power density

measured at the tower site boundary to or above the standards adopted by the Federal Communications

Commission pursuant to Section 704 of the Telecommunications Act of 1996 and by the state Department

of Energy and Environmental Protection pursuant to Connecticut General Statutes § 22a-162. This

facility has also been carefully modeled to ensure that radio frequency emissions are conservatively below

state and federal standards applicable to the frequencies now used on this tower.

This decision is under the exclusive jurisdiction of the Council. Please be advised that the validity of this

action shall expire one year from the date of this letter. Any additional change to this facility will require

explicit notice to this agency pursuant to Regulations of Connecticut State Agencies Section 16-50j-73.

Such notice shall include all relevant information regarding the proposed change with cumulative worst-

case modeling of radio frequency exposure at the closest point of uncontrolled access to the tower base,

consistent with Federal Communications Commission, Office of Engineering and Technology, Bulletin

65. Thank you for your attention and cooperation.

Sincerely,

s/ Melanie A. Bachman

Melanie A. Bachman

Executive Director

MAB/IN/emr

c: The Honorable Matthew T. Hoey III, First Selectman, Town of Guilford

([email protected])

APPLICATION NO.Town of GuilfordBuilding Department

50 Boston StreetGuilford, CT 06437

Phone 203-453-8029 Fax 203-453-8034PERMIT NO.

Issue Date:

Parcel ID Location

Subdivision Name Subdivision Lot No.

Owner Information

Owner ID:Phone Number:Email:

Name:Address:

Contractor Information

Phone Number:Contractor ID:Email:

Name:Address:

Estimated Cost of Construction: $ Total Fees Paid: $

Project Description:

Scope of Work:

Permit Conditions:

Permit valid one year. Permit will expire if work is not started within six months from date of issuance. Upon written request and paymentof $20.00 fee, permit may be renewed for six months at the discretion of the Building Officials. Required building inspections are (1)Temporary Electric Service (2) Footing (3) Footing Drains (4) Damp Proofing (5) Rough Electrical, HVAC, Plumbing and Framing (6)Insulation (7) Permanent Electrical (8) Final. Engineering Department Inspections (Required for New Construction and SubstantialImprovement) are (1) Driveway Sight Lines (2) Driveway Grading (3) Paved Driveway Aprons (4) Drainage Systems.

CALL (203) 453-8029 Monday· Friday 8:30AM - 4:30 PM to SCHEDULE INSPECTIONS. 24 HOUR ADVANCE NOTICE ISREQUIRED. There is a charge for Certificate of Occupancy.

PROPERTY OWNER IS RESPONSIBLE TO SCHEDULE A FINAL INSPECTION.

KIMBERLY NORMAN-ROSEDAM - PERMIT CONDITIONS WHERE APPLICABLE:ANTENNAS AND CELL TOWERSPERMIT CONDITIONS:

19639

21291107/01/2021

6 131 MANOR RD

GUILFORDR-3

BISHOP B W & SONS 517689

1355 BOSTON POST RD

GUILFORD, CT 06437

CROWN CASTLE USA (781) 970-0053

12 GILL ST, SUITE 5800 1773

WOBURN, MA 01801

30,000 490.80

CELL TOWERS

ANTENNA UPGRADES

1. THIS PROJECT REQUIRES SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION1704, CSBC, WHICH SHALL BE CONDUCTED BY AN ACCREDITED INSPECTION AGENCYOR APPROVED INDIVIDUAL (CT REGISTERED PROFESSIONAL ENGINEER) AS NOTED ONTHE SUBMITTED AND APPROVED “STATEMENT OF SPECIAL INSPECTIONS”a. SPECIAL INSPECTION REPORTS SHALL BE SUBMITTED DIRECTLY TO THIS OFFICEFROM THE AGENCY OR APPROVED INDIVIDUAL AS AVAILABLE.b. SUBMISSION OF A FINAL REPORT DOCUMENTING REQUIRED INSPECTIONS ANDCORRECTIONS OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS PRIOR TOCERTIFICATE OF OCCUPANCY

2. FIRE PROTECTION CONTRACTOR SHALL SUBMIT PRIOR TO COMMENCEMENT OFWORK DRAWINGS, UNDER SEAL FROM CT LICENSED LAYOUT TECHNICIAN, OFPROPOSED FM-200 WORK FOR REVIEW TO THE FIRE MARSHAL AND BUILDINGDEPARTMENT FOR WORK IN NEWLY CONSTRUCTED AREAS.a. SUBMIT “AS-BUILT” DRAWINGS OF FIRE PROTECTION WORK PRIOR TO FINALINSPECTION.

3. PRIOR TO ISSUANCE OF A CERTIFICATE OF APPROVAL SUBMIT A LETTER BY THEENGINEER OF RECORD, A NOTARIZED “STATEMENT OF COMPLIANCE” BEARING A SEALOF A CONNECTICUT REGISTERED PROFESSIONAL, VERIFYING THAT ALLCONSTRUCTION AND REPAIRS PERFORMED UNDER THIS PERMIT HAS BEENCOMPLETED, INSPECTED AND APPROVED AS CONFORMING TO THE APPROVEDCONSTRUCTION DOCUMENTS.

From: Jason Blinkhorn

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