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Home My WebLink About51394-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51394 Date: 11/19/2024 Permission is hereby granted to: Town of Southold PO BOX 1179 Southold, NY 11971 To: Install(6) EV Charging Dispensers and associated ground equipmentto include(1) Utility Transformer, (1) EV-2 Switchboard and (3) Power Units as labeled on drawing sheet page#C-3(09/03/24)as applied for per manufacturers specifications and Southold Town Board approval. *(6)certificates of occupancy are required (1A, 113,2A, 213,3A,313). Premises Located at: 54375 Route 25, Southold, NY 11971 SCTM#60.-2-3.2 Pursuant to application dated 09/30/2024 and approved by the Building Inspector. To expire on 11/19/2026. Contractors: Required Inspections: Fees: EV Charger $1,9 0,00 Total $1,950,00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.,Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htt ;//ww . otitholdtomn�. ov 5 -Iwq rmaa'a. du,: Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only t 1 PERMIT NO, � ' Building Inspecton: - Applications and forms must be filled out in their entirety. Incomplete1.1-11'1111� applications will not be accepted. Where the Applicant is not the owner,an 1 6A Owner's Authorization form(Page 2)shall be completed.6f outhi"d Date. 9/27/24 OWNER(S)OF PROPERTY: Name:The Town of Southold SCTM# -000-060.00-02.00-003.002 Project Address:54375 Main Road, Southold, NY 11971 Phone#:631-765-1800 Email: Mailing Address:P.O. Box 1179, Southold, NY 11971 CONTACT PERSON: Name:Hugo Justiniano, P.E. (Dewberry Engineers, Inc.) Mailing Address:2951 Flowers Road South, Suite 102, Atlanta, GA 30341 Phone#:678-537-8620 Email:hjustiniano@dewberry.com DESIGN PROFESSIONAL INFORMATION: Name: Hugo Justiniano, P.E. (Dewberry Engineers, Inc.) Mailing Address:2951 Flowers Road South, Suite 102, Atlanta, GA 30341 Phone#:678-537-8620 ]:Hll-:hj:ustiniano@dewberry.com CONTRACTOR INFORMATION: Name:ClearBlue Infrastructure Group Mailing Address:300 International Drive, Suite 100, Williamsville, NY 14221 Phone#:877-780-7171 Email:mwintjes@cbigrp.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑De, i Estimated Cost of Project: E Other electric vehicle charging stations&associated ground equipmen " 1— 500,000.00 Will the lot be re-graded? ❑Yes ®No .WVl excess fill be removed from premises? ❑Yes ANo 1 PROPERTY INFORMATION Existing use of property:government Intended use Of property:electric vehicle charging stations(accessory use) Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to HB (Hamlet Business District) this property? ❑Yes RNO IF YES, PROVIDE A COPY. ❑ Check o After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Bullding Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section Z10AS of the New York State Penal Law. Deep Patel, P.E. (Dewberry Engineers, Inc.) Application Submitted By(print name): Authorized Agent ❑Owner Signature of Applicant: Date: a � /° ;° /` Z tat STATE OF N RK) ,;� SS: COUNTY OF Yr�`� 7�ve being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the 4raw (Cont sac or, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ,�Z—C" A6J7 day of fi 20 n ' 'f" ary Public MARIA R FARRIS Commission#50219098 Notary Public,State of New Jersey PROPERTY OWN Ell AUTHORIZATION My Commission Expires February 23,2029 (Where the applicant is not the owner) see attached Authorization from Town of Southold I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Z7 Z Z0Z Owner's Signature Date Print Owner's Name 2 TOWN OF SOUTHOLD—BUILDING DEPARTMENT EVCS #1Bf fit d Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-095-9 Telephone (631) 765-1802 Fax(631) 765-95021att s: �rvww . o�utluldtoun . o Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. I Building Inspector. j� Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:9/27/24 OWNER(S)OF PROPERTY: Name:The Town of Southold SCTM#1000-060.00-02.00-003.002 Project Address:54375 Main Road, Southold, NY 11971 Phone#:631-765-1800 Email: Mailing Address: P.O. Box 1179, Southold, NY 11971 CONTACT PERSON: Name:Hugo Justiniano, P.E. (Dewberry Engineers, Inc.) Mailing Address:2951 Flowers Road South, Suite 102, Atlanta, GA 30341 Phone#:678-537-8620 Email:hjustiniano@dewberry.com DESIGN PROFESSIONAL INFORMATION: Name:Hugo Justiniano, P.E. (Dewberry Engineers, Inc.) Mailing Address:2951 Flowers Road South, Suite 102, Atlanta, GA 30341 Phone#:678-537-8620 Email:hjustiniano@dewberry.com CONTRACTOR INFORMATION: Name:ClearBlue Infrastructure Group Mailing Address:300 International Drive, Suite 100, Williamsville, NY 14221 Phone#:877-780-7171 Email:mwintjes@cbigrp.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑De Estimated Cost of Project: D Other electric vehicle charging stations&associated ground equipmentI'm 500,000.00 Will the lot be re-graded? Dyes RNo Will excess fill be removed from premises? Dyes MNo 1 PROPERTY INFORMATION Existing use of property:govern meat Intended use of property:electric vehicle charging stations(accessory use) Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to HB (Hamlet Business District) this property? ❑Yes ®No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolitlon as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal law. Deep Patel, P.E. (Dewberry Engineers, Inc.) Application Submitted By(print name): Authorized Agent ❑Owner Signature of Applicant: '�/;,— Date: dc� /Z7/ 2 024 STATE OF NEW- K) 64p1 SS: COUNTY OF YEgjt'-CS ,. being duly sworn, deposes and says that(s)he is the applicant (Name of indvi ual signing contract) above named, (S)he is the (Contractor,` gent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 2day of � 20 .— . ary Public MARIA R FARRIS Notary Public,My State of New eS rseyltL PROPERTY TIFF III ri Ifs February 23, 2029 I (Where the applicant is not the owner) see attached Authorization from Town of Southold I, ,residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein,. 0<1 Z-7 20'zH Owner's Signature Date Print Owner's Name 2 EVCS 2A TOWN OF SOUTHOLD—BUILDING DEPARTMENT ., Town Hall Annex 54375 Mom Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 httl ::,/ rw .sotit�oldtownn Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 5) ' q 'J, Building Inspectors 0' Applications and forms must be filled out in their entirety.incomplete applications will not be accepted. Where the Applicant is not the owner,an Owners Authorization form(Page 2)shall be completed. Date:9/27/24 OWNER(S)OF PROPERTY: Name:The Town of Southold SCTM# 1000-060.00-02.00-003.002 Project Address:54375 Main Road, Southold, NY 11971 Phone#:g31-765-1800 Email: Mailing Address:P.O. Box 1179, Southold, NY 11971 CONTACT PERSON: Name:Hugo Justiniano, P.E. (Dewberry Engineers, Inc.) Mailing Address:2951 Flowers Road South, Suite 102, Atlanta, GA 30341 Phone#:678-537-8620 Email:hjustiniano@dewberry.com DESIGN PROFESSIONAL INFORMATION: Name:Hugo Justiniano, P.E. (Dewberry Engineers, Inc.) Mailing Address:2951 Flowers Road South, Suite 102, Atlanta, GA 30341 Phone#:678-537-8620 Email:hjustiniano a dewberry.com CONTRACTOR INFORMATION: Name:ClearBlue Infrastructure Group Mailing Address:300 International Drive, Suite 100, Williamsville, NY 14221 Phone#:877-780-7171 Email:mwintjes@cbigrp.com DESCRIPTION OF PROPOSED CONSTRUCTION electric vehicle charging stations&associated ground equipmentMaA� Estimated Cost of Project: ❑New tructure ❑Addition ❑Alteration ❑Repair ❑D E simat.00 Will the lot be re-graded? ❑Yes R No Will excess fill be removed from premises? ❑Yes 10 No 1 PROPERTY INFORMATION Existing use of property:government Intended use of property:electric vehicle charging stations(accessory use) Zone or use district in which premises is situated:. Are there any covenants and restrictions with respect to HB (Hamlet Business District) this property? ❑Yes i@No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal law. Deep Patel, P.E. (Dewberry Engineers, Inc.) Application Submitted By(print name): Authorized Agent ❑Owner Signature of Applicant: "� Date: pq/ Z-7 STATE OF NE. K)Q&W Noais S : COUNTY OF y S ) being duly sworn, deposes and says that(s)he is the applicant (Name of indivi ul signing contract) above named, (S)he is the , (Contractor, nt, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of � ublic EMARIA R FARRICommisS Notary Public51on State of New Jersey EIS I ION My Commission Expires February 23, 2029 (Where the applicant is not the owner) see attached Authorization from Town of Southold I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Z- Zo'z O ner's Signature Date DEEF P It?l- Print Owner's Name 2 EVCS #2B TOWN OF SOUTHOLD—BUILDING DEPARTMENT ` Mp Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax 631 765-9502 littps://www.southoldtowany.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT N0. S I I Building Inspector: dA —�2— Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owners Authorization form(Page 2)shall be completed. Date:9/27/24 OWNER(S)OF PROPERTY: Name:The Town of Southold �Tm1000-060.00-02.00-003.002 Project Address:54375 Main Road, Southold, NY 11971 Phone#:631-765-1800 Email: Mailing Address:P.O. Box 1179, Southold, NY 11971 CONTACT PERSON: Name:Hugo Justiniano, P.E. (Dewberry Engineers, Inc.) Mailing Address:2951 Flowers Road South, Suite 102, Atlanta, GA 30341 Phone#:678-537-8620 1 Email:hjustiniano@dewberry.com DESIGN PROFESSIONAL INFORMATION: Name:Hugo Justiniano, P.E. (Dewberry Engineers, Inc.) Mailing Address:2951 Flowers Road South, Suite 102, Atlanta, GA 30341 Phone#:678-537-8620 Email:hjustiniano@dewberry.com CONTRACTOR INFORMATION: Name:ClearBlue Infrastructure Group Mailing Address:300 International Drive, Suite 100, Williamsville, NY 14221 Phone#:877-780-7171 Email:mwintjes@cbigrp.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑De Estimated Cost of Project: D Other electric vehicle charging stations&associated ground equipment $500,000.00 Will the lot be re-graded? ❑Yes ONo Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:government Intended use of property:electric vehicle charging stations(accessory use) Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to HB (Hamlet Business District) this property? ❑Yes RNo IF YES, PROVIDE A COPY. ❑ Check BoxAfter Reading.' The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210A5 of the New York State Penal Law. Application Submitted By(print name):Deep Patel, P.E. (Dewberry Engineers, Inc.) Authorized Agent El Owner Signature of Applicant: Date: (�1lZ�/ STATE OF K SS: " COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of ind'ivid al signing contract) above named, (S)he is the (Contract , Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this c l day of 20 � N ary Public MARIA R FARRIS Commission#50219098 PROPERTY E 11 IEAUTHORIZATION Notary Public, State of New Jersey My Commission Expires (Where the applicant is not the owner) February 23, 2029 see attached Authorization from Town of Southold I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. O rter's Signature Date P P'A t L Print Owner's Name 2 r TOWN OF SOUTHOLD—BUILDING DEPARTMENT EVCS#3k � r , � Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtomLymygov Date Received APPLICATION (� (� For Office Use Only PERMIT NO. I 1 ` Building Inspector, JA p Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owners Authorization form(Page 2)shall be completed. Date:9/27/24 OWNER(S)OF PROPERTY: Name:The Town of Southold SCTM# 1000-060.00-02.00-003.002 Project Address:54375 Main Road, Southold, NY 11971 Phone#:631-765-1800 Email. Mailing Address:P.O. Box 1179, Southold, NY 11971 CONTACT PERSON: Name:Hugo Justiniano, P.E. (Dewberry Engineers, Inc.) Mailing Address:2951 Flowers Road South, Suite 102, Atlanta, GA 30341 Phone#:678-537-8620 Email:hjustiniano@dewberry.com DESIGN PROFESSIONAL INFORMATION: Name:Hugo Justiniano, P.E. (Dewberry Engineers, Inc.) Mailing Address:2951 Flowers Road South, Suite 102, Atlanta, GA 30341 Phone#:678-537-8620 Email:hjustiniano@dewberry.com CONTRACTOR INFORMATION: Name:ClearBlue Infrastructure Group Mailing Address:300 International Drive, Suite 100, Williamsville, NY 14221 Phone#:877-780-7171 Emaii:mwintjes@cbigrp.com DESCRIPTION OF PROPOSED CONSTRUCTION [--]New Structure ❑Addition ❑Alteration ❑Repair ❑Demo ' Estimated Cost of Project: Other electric vehicle charging stations&associated ground equipment $500,000.00 Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes iRNo 1 PROPERTY INFORMATION Existing use of property:government Intended use of property:electric vehicle charging stations(accessory use) Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to HB (Hamlet Business District) this property? ❑Yes iRNo IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional Is responsible for all dralnage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION 15 HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building zone Ordinance of the Town of Southold,Suffolk,County,New York and other appllcable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Deep Patel, P.E. (Dewberry Engineers, Inc.) W'Authorized Agent Downer Signature of Applicant: Date: 0'7 " / OZLI STATE OF NEIW4-erlTK)1�4&��*� SS: COUNTY OF t`Z . ) being duly sworn, deposes and says that(s)he is the applicant (Name of indiividual signing contract) above named, (S)he is the (Contractor,Age t, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 44: � .� 2 otary Public MARIA R FARRIS Notary Public, State of New$Jersey PROPERTY OWNER AUTHORIZATION MyFeb uary 23,t202gres (Where the applicant is not the owner) see attached Authorization from Town of Southold I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein,. Owner's Signature Date -TFL Print Owner's Name 2 w TOWN OF SOUTHOLD—BUILDING DEPARTMENT E VCS #3B Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 x Telephone (631) 765-1802 Fax (631) 765-9502 httos://wwwsoutholdtomm&y.gov Date Received APPLICATION FOR BUILDING For Office Use Only PERMIT NO. I Building Inspector. Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant Is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:9/27/24 OWNER(S)OF PROPERTY: Name:The Town of Southold SCTM#1000-060.00-02.00-003.002 Project Address:54375 Main Road, Southold, NY 11971 Phone#:631-765-1800 IEmail: Mailing Address:P.O. Box 1179, Southold, NY 11971 CONTACT PERSON: Name:Hugo Justiniano, P.E. (Dewberry Engineers, Inc.) Mailing Address:2951 Flowers Road South, Suite 102, Atlanta, GA 30341 Phone#:678-537-8620 Email:hjustiniano@dewberry.com DESIGN PROFESSIONAL INFORMATION: Name:Hugo Justiniano, P.E. (Dewberry Engineers, Inc.) Mailing Address:2951 Flowers Road South, Suite 102, Atlanta, GA 30341 Phone#:678-537-8620 Email:hjustiniano@dewberry.com CONTRACTOR INFORMATION: Name:ClearBlue Infrastructure Group Mailing Address:300 International Drive, Suite 100, Williamsville, NY 14221 Phone#:877-780-7171 Email:mwintjes@cbigrp.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑De Estimated Cost of Project: [i]Other electric vehicle charging stations&associated ground equipment $500,000.00 Will the lot be re-graded? ❑Yes *'No Will excess fill be removed from premises? Dyes BNo 1 PROPERTY INFORMATION Existing use of property:govern meat Intended use of property:electric vehicle charging stations(accessory use) Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to HB (Hamlet Business District) this property? ❑Yes BNo IF YES, PROVIDE A COPY. ❑ Check Box At'er Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter Z36 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors an premises and In building(s)for necessary inspections.False statements made herein are punishable as a Bass A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Deep Patel, P.E. (Dewberry Engineers, Inc.) Application Submitted By(print name):.. Authorized Agent El Owner Signature of Applicant: Date: Z"1 Z-Z 4 STATE OF NE KK) reLV SS: COUNTY OF Ckrc--v, 3� �—Ilk being duly sworn, deposes and says that (s)he is the applicant (Name of individ al signing contract) above named, (S)he is the Tl (Cont.rackoNt,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this r 2044 MARIA R FA14RIS Notary Public ii 50219098 Notary Public, State of New Jersey My Commission Expires February 23,2029 PROPERTYT ( TI (Where the applicant is not the owner) see attached Authorization from Town of Southold I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. f 09 / -7 'LD2ul Ow er''s Signature Date 7c 1_ Print Owner's Name 2 /--.�11 N off � U BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 afxteah outholdtownn ou seared soutloldtownr ov a a APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 9/27/24 Company Name: Trincity Electric Inc. Electrician's Name: Clinton P. Courtney License No.: ME-31841 Elec. email: tmisciagna@allwayselectricllc.com Elec. Phone No: 917-807-4191 ❑1 request an email copy of Certificate of Compliance Elec. Address.: 224-17 Merrick Blvd, Queens, NY 11413 JOB SITE INFORMATION (All Information Required) Name: Electrify America- NYPA- Southold EV Charging Stations Address: 54375 Main Road, Southold, NY 11971 Cross Street: Youngs Avenue Phone No.: 877-780-7171 (ClearBlue Infrastructure Group-GC) BIdg.Permit #: 51 �) qqemail: mwintjes@cbigrp.com Tax Map District: 1000 Section: 060 Block: 02.00 Lot: 003.002 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Electrify America proposes to install (6) electric vehicle charging stations, associated ground equipment,. A bollards, fencing around the ground equipment, (1) parking lot light pole and all g so,iige underr �l�f�„d conduit routing & site work. Square Footage: 10 Circle All That Apply: Is job ready for inspection?: El YES � NO Rough In E] Final Do you need a Temp Certificate?: YES R] NO Issued On Temp Information: (All information required) Service Size F1 PhF]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑✓ Underground❑Overhead # Underground Laterals 1 M2 M H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DIE WITH APPLICATION' , 11 L7 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD lo Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone smash soup ) ) 765-9502 (631 765-1802 - FAX (631 utboldto nun �. Gov se nd 0 sootholdtownn y. ov APPLICATION FOR ELECTRICAL INSPECTION EVCS #1B ELECTRICIAN INFORMATION (All Information Required) Date: 9/27/24 Company Name: Trincity Electric Inc. Electrician's Name: Clinton P. Courtney License No.: ME-31841 Elec. email: tmisciagna@allwayselectricllc.com Elec. Phone No: 917-807-4191 ❑I request an email copy of Certificate of Compliance Elec. Address.: 224-17 Merrick Blvd, Queens, NY 11413 JOB SITE INFORMATION (All Information Required) Name: Electrify America- NYPA- Southold EV Charging Stations Address: 54375 Main Road, Southold, NY 11971 Cross Street: Youngs Avenue Phone No.: 877-780-7171 (ClearBlue Infrastructure Group-GC) Bldg.Permit#: 5 1 "JI9 q email: mwintjes@cbigrp.com Tax Map District: 1000 Section: 060 Block: 02.00 Lot: L003-_002__J BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Electrify America proposes to install (6) electric vehicle charging stations, associated ground equipmen , A bollards, fencing around the ground equipment, (1) parking lot light pole and'' 11 sso l nd ,r o n conduit routing & site work. Square Footage: 10 Circle All That Apply: Is job ready for inspection?: YES NO []Rough In E] Final Do you need a Temp Certificate?: 1-1 LKi YES NO Issued On Temp Information: (All information required) Service SizeE-11 Ph[]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑✓ Underground❑Overhead ' # Underground Laterals 1 M2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION k 2 � BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh southoldtownn y. ov — seand@southoIdtoAnML.g.0v APPLICATION FOR ELECTRICAL INSPECTION EVCS #2A ELECTRICIAN INFORMATION (All Information Required) Date: 9/27/24 Company Name: Trincity Electric Inc. Electrician's Name: Clinton P. Courtney License No.: ME-31841 Elec. email: tmisciagna@allwayselectricllc.com Elec. Phone No: 917-807-4191 ❑I request an email copy of Certificate of Compliance Elec. Address.: 224-17 Merrick Blvd, Queens, NY 11413 JOB SITE INFORMATION (All Information Required) Name: Electrify America- NYPA- Southold EV Charging Stations Address: 54375 Main Road, Southold, NY 11971 Cross Street: Youngs Avenue Phone No.: 877-780-7171 (ClearBlue Infrastructure Group-GC) Bldg.Permit#: 2) email: mwintjes@cbigrp.com Tax Map District: 1000 Section: 060 Block: 02.00 Lot: 003.002 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly0'27� Electrify America proposes to install (6) electric vehicle charging stations, associated ground equipmebollards, fencing around the ground equipment, (1) parking lot light pole acid.11 t sso i ed uncipr rou conduit routing & site work. Square Footage: Circle All That Apply: Is job ready for inspection?: El YES ✓ NO Rough In Final Do you need a Temp Certificate?: YES Z NO Issued On Temp Information: (All information required) Service Size Ill Ph[]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑✓ Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 d Southold, New York 11971-0959 " Telephone (631) 765-1802 - FAX (631) 765-9502 amen outholdtownn . ov . ov APPLICATION FOR ELECTRICAL INSPECTION EVCS #213 ELECTRICIAN INFORMATION (Ali information Required) Date: 9/27/24 Company Name: Trincity Electric Inc. Electrician's Name: Clinton P. Courtney License No.: ME-31841 Elec. email: tmisciagna@allwayselectricllc.com Elec. Phone No: 917-807-4191 ❑1 request an email copy of Certificate of Compliance Elec. Address.: 224-17 Merrick Blvd, Queens, NY 11413 JOB SITE INFORMATION (All Information Required) Name: Electrify America- NYPA- Southold EV Charging Stations Address: 54375 Main Road, Southold, NY 11971 Cross Street: Youngs Avenue Phone No.: 877-780-7171 (ClearBlue Infrastructure Group-GC) BIdg.Permit#: email mwintjes@cbigrp.com Tax Map District: 1000 Section: 060 Block: 02.00 Lot: 003.002 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Electrify America proposes to install (6) electric vehicle charging stations, associated ground equiprne „ 26 bollards, fencing around the ground equipment, (1) parking lot light pole and 11 sso i d u der un conduit routing &site work. Square Footage: Circle All That Apply: Is job ready for inspection?: � YES ✓ NO Rough In Final Do you need a Temp Certificate?: El YES ✓ NO Issued On Temp Information: (All information required) Service Size El Ph 3 Ph Size: A # Meters Old Meter# ❑New ServicC Fire ReconnectO Flood ReconnectOService Reconnect 0✓ Underground QOverhead # Underground Laterals 1 M2 H Frame11 Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 d � Southold, New York 11971-0959 kk phone (631) 765-1802 - FAX (631) 765-9502 Telephone „h „ smash southoldtownn iov seand0southoldtownnv.QoV APPLICATION FOR ELECTRICAL INSPECTION EVCS #3A ELECTRICIAN INFORMATION (All Information Required) Date: 9/27/24 Company Name: Trincity Electric Inc. Electrician's Name: Clinton P. Courtney License No.: ME-31841 Elec. email: tmisciagna@allwayselectricllc.com Elec. Phone No: 917-807-4191 ❑I request an email copy of Certificate of Compliance Elec. Address.: 224-17 Merrick Blvd, Queens, NY 11413 JOB SITE INFORMATION (All Information Required) Name: Electrify America- NYPA- Southold EV Charging Stations Address: 54375 Main Road, Southold, NY 11971 Cross Street: Youngs Avenue Phone No.: 877-780-7171 (ClearBlue Infrastructure Group-GC) Bldg.Permit#: email: mwintjes@cbigrp.com Tax Map District: 1000 Section: 060 Block: 02.00 Lot: 003.002 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Electrify America proposes to install (6) electric vehicle charging stations, associated ground equipmentC3A_`� bollards, fencing around the ground equipment, (1) parking lot light pole an ''., 1l�gg�e d...a ro n conduit routing&site work. Square Footage: o Circle All That Apply: Is job ready for inspection?: El YES Z✓ NO Rough In El Final -Do you need a Temp Certificate?: El YES R]NO Issued On Temp Information: (All information required) Service Size Ell Ph 3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[—]Flood Reconnect❑Service Reconnect❑✓ Underground❑Overhead ## Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION; � f BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 m" "amesh southoldtownn ov — seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION EVCS #313 ELECTRICIAN INFORMATION (All Information Required) Date: 9/27/24 Company Name: Trincity Electric Inc. Electrician's Name: Clinton P. Courtney License No.: ME-31841 Elec. email: tmisciagna@allwayselectricllc.com Elec. Phone No: 917-807-4191 ❑I request an email copy of Certificate of Compliance Elec. Address.: 224-17 Merrick Blvd, Queens, NY 11413 JOB SITE INFORMATION (All Information Required) Name: Electrify America- NYPA- Southold EV Charging Stations Address: 54375 Main Road, Southold, NY 11971 Cross Street: Youngs Avenue Phone No.: 877-780-7171 (ClearBlue Infrastructure Group-GC) Bldg.Permit#: 6 1 b.q email: mwintjes@cbigrp.com Tax Map District: 1000 Section: 060 Block: 02.00 Lot: 003.002 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly Electrify America proposes to install (6) electric vehicle charging stations, associated ground equipmeht, 35 bollards, fencing around the ground equipment, (1) parking lot light pole and all as§ocigAtd UnderarounV—� conduit routing & site work. Square Footage: 1 o Circle All That Apply: Is job ready for inspection?: El YES NO []Rough In F-1 Final Do you need a Temp Certificate?: YES K NO Issued On Temp Information: (All information required) Service Size Ell Ph[]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑✓ Underground❑Overhead # Underground Laterals al 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ^ . . Building De artmept AUTHORIZATION (Where the Applicant ix not the Owner) l, Iovvo of Southold residing at l 79. (Print property owner'oname) (Mailing Address) Southold, NY ] l97l do hereby authorize C)eocB! T fi-a Uu lureCim»u and - ' ------ (Agent) DewberryEngineers, uInc. to apply oonoy behalf 1othe Southold Building Department. (Owner's Signature) (Date) -~--------------Owner's l,— �� -/ -� x � RESOLUTION 2024-724 ADOPTED DOC ID: 20545 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2024-724 WAS ADOPTED AT THE SPECIAL MEETING OF THE SOUTHOLD TOWN BOARD ON AUGUST 13,2024: RESOLVED, that the Town Board of the Town of Southold hereby authorizes and directs the Town Supervisor, Albert J Krupski, Jr,to execute an authorization in favor of C1earBlue Infrastruture Group and Dewberry Engineers, Inc. to bring such applications for municipal approvals as may be necessary to install antennas, support structures and related equipment at premises known as 54375 Main Road, Southold,New York 11971 (SCTM 61-2-12.2); subject to the approval of the Town Attorney. Denis Noncarrow Southold Town Clerk RESULT: ADOPTED [UNANIMOUS] MOVER: Jill Doherty, Councilwoman SECONDER:Brian O. Mealy, Councilman AYES: Doroski, Mealy, Smith, Krupski Jr, Doherty, Evans 'YNOEWRIX Workers' CERTIFICATE OF INSURANCE COVERAGE Axc Compensation NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW .. _. ..... PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured PPM Telecom, LLC 267-227-0768 80 Commerce Dr. Allendale NJ 07401 Work Location of Insured(Only required if coverage is specifically limited to 1 c.Federal Employer Identification Number of Insured certain locations in New York State,i.e., Wrap-Up Policy) or Social Security Number 87-2287741 ... ...... ...... _ 2. Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) AmGUARD Insurance Company Town of Southhold - Building Department 3b.Policy Number of Entity Listed in Box I Town Hall Annex 54375 Main Road P.O. Box 1179 DB13222232.1 Southold, NY 11971 3c.Policy Effective Period 04/14/2024 to 04/14/2025 4. Policy provides the following benefits: Q A.Both disability and Paid Family Leave benefits. B.Disability benefits only. C.Paid Family Leave benefits only. 5. Policy covers: © A.All of the employers employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: w�w Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS disability and/or Paid Family Leave benefits insurance coverage as described above. Date Signed 09/13/2024 By .... g Si nature of insurance carrier's authorized representative or NYS _....... '. p licensed insurance agent of that insurance caarrierl 'TelephoneAdam Edelstein President Number 800-673-2465 Name and Title � _ ..�._... IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law, It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers' Compensation Board, Plans Acceptance Unit, PO Box 5200„ Binghamton, NY 13902-5200. PART 2..._. _.��.... .� ....__ ... To be completed by the NYS Workers'Compensation Board (only if sox 4B,4C or SB have been checked - State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By _ (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title _a ... .. _ Please Note: Only insurance carriers licensed to write NYS disability and Paid Family Leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. 1313-120.1 (12-21) Additional Instructions for Form D13-120.1 By signing this form, the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in Box 1 a for disability and/or Paid Family Leave benefits under the NYS Disability and Paid Family Leave Benefits Law. The insurance carrier or its licensed agent will send this Certificate of Insurance Coverage (Certificate)to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c, whichever is earlier. This Certificate is issued as a matter of information only and confers no rights upon the certificate holder. This Certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This Certificate may be used as evidence of a NYS disability and/or Paid Family Leave benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or Paid Family Leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Insurance Coverage for NYS disability and/ or Paid Family Leave Benefits or other authorized proof that the business is complying with the mandatory coverage requirements of the NYS Disability and Paid Family Leave Benefits Law. NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. DB-11 20.1 (12-21)Reverse PPMTELE-01 L I ,4� /2Lm CERTIFICATE OF LIABILITY INSURANCE DAT/1312D/YYYY) 9/13f20�24 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsements . )scWsl C�D ACT Lauren'INN ,PRODUCER .I',1 � ....EXI ...�. _ _ M a..••..,.... York Jersey Underwriters Agency,Inc. C_ ra c y2l_ P.O.Box 810 IWlsttoWskITlm ork else com Red Bank,NJ 07701 ��6 �. ._ . �..... ....w.__ . -... __� .. I I _..- ,H 9_, NAIL .. .... INSURER'S AFFOFIOI G C'?�Wrv�RAGE _,., ......... INSURED ._...... ......._._..:.............•,- ..._.m ........ ,,...._... INSURE>;�,,TraVI-IersmCa U41!Y n—SUlw4nce�_--- ....-.— _W „19046 ._ „INS URER .....mm., ._ _.-. _- PPM Telecom 1NSURERyC ._. �.............._.. 80 Commerce Dr INSURER D ........ .._._,.... .. _ Allendale,NJ 07401--1638 INSURER E - INSURERF: REVISIr"m COVERAGES ISS TO CERTIFY THAT THE POLICIES OFAIN INSURANCE BELOW HAVE BEEN ISSUED TO THE INSURED NAMED NUMBER THIS NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT„ TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN„ THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, AOLI IES. _..__ D CLAIMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE POLICY BY PAlmm� ... .�.... .. ..__. TYPE OF INSURANCE BEEN REDUCED d ..." EFF POLICY EXPIT INSR I POLICY NUMBER LIMITS A X COMMERCIAL GENERAL LIABILITY •EACHQC_CU_�RENCE,__ 2 000°�� CLAIMS-MADE X OCCUR CO-AO406726 915/2024 9/5/2025 DAMAGE'TO RENTED ....... .._ ^ 1,000,000 ..F U.de.p=w1.mr1r4_.m J, , a / sal.. 2 000,00 15,000 NiSO JkOV N !,JURY 0 GEN'L AGGREGATE LIMIT AP,PLImE 4 0(I0,000 _ A S PER. CIENE AGC3FSrE - POLICY X PRO- LOC i?"RODUCTS COMP/OP zA ww �4,000 000 JECT OTHER; COMBINED SINGLE LIMIT 1,000,000 .. i A AUTOMOBILE LIABILITY -( -Olq --••• �-------- X ANY AUTO CA-A0404456.24.26-G 9/5/2024 9/5/2025 BODILY..(w&gy_jpo�,pe OWNED SCHEDULED BODILY INJURY Per,sccl„der11 �- _AUTOS ONLY _AUTOS -- HIRED NOW hGE 1 P'ROPERTY AMAGE' ni AUTOS ONLY —AUTOS ONLra� °" 5,000,000 A X UMBRELLA LIAB X OCCUR EACH CLegq_ IE'RC�' .•. ._...•.,.�, 5,000,000 EXCESS LIAB ...- CIJV'tMSMATJE� AGGREGATE w_. CUP-A0409335-24-26 9/5/2024 9/5/2025 mmP& -- A. WORIS•ERS['rOMP RETENTION$ 1�Ir01)Ll� ....... X PeR OTH COMPENSATION DED AND EMPL.O•YE W LIABILITY �..00,0. N UB-A0405754-24-26-G 9/5/2024 915/2025 rG 1. p�ps,C,N1 ACCIDrNT _.e. 1,000,000 YIN _ ANY PROPRIETOR/PARTNERIEXECUTIVE � �. ._ OFFICER/MEMBER EXCLUDED? N b N/A 1,000,000 (Mandatory in NH) _E L,DI�E',.ASE E�aw.FtliA'PLO'MN;, „", - If ea,dsscribo under E L.OI�SEASE-POLICY LNM:n. a 1,000,000 O SC tPTION OF OPERATIONS betty- DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) CERTIFICATE HOLDER ANCELL..ATION ...__-- SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold-Building Department ACCORDANCE WITH THE POLICY PROVISIONS. Town Hall Annex 54375 Main Road P.O.Box 1179 Southold,NY 11971 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD rl'EW Workers' CERTIFICATE OF YORK STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1 a.1.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured PPM Telecom,LLC (201)719-1235 80 Commerce Dr. Allendale, NJ 07401 1c.NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e., a Wrap-Up Policy) Number 87-2287741 THE CHARTER OAK FIRE INSURANCE COMPANY 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier NY (Entity Being Listed as the Certificate Holder) Town of Southhold-Building Department Town Hall Annex 54375 Main Road 3b.Policy Number of Entity Listed in Box"I a" P.O.Box 1179 Southhold,NY 11971 UB-A0405754-24-26-G 3c.Policy effective period 9/5/2024 to 9/5/2025 3d.The Proprietor,Partners or Executive Officers are �X included. (Only check box if all partners/officers included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"T'insures the business referenced above in box 1a"for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate.(These notices may be sent by regular mail,)Otherwise,this Certificate is valid for one year after this form is approved by the Insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers' Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying,with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Jason E Welch (Print name of authorized representative or licensed agent of insurance carrier) Approved by: C ZId4 • 9/13/24 (Signature) (Date) Title: President Telephone Number of authorized representative or licensed agent of insurance carrier: 732-842-2012 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-705.2. Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov Suffolk County Dept,of Labor,Licensing&Consumer Affairs MASTER ELECTRICAL LICENSE Name CLINTON P COURTNEY Business Name lop,This cerll0es that the TRINCITY ELECTRIC INC bearer Is duly licensed License Number ME-31841 by the County of suffolk Issued: 07124/2002 Way►wT. Rogers' Expires: 07/01/2026 Commissioner CamScanner • �� rj 1 �� -� 55��`� electrify amenca • ELECTRIFY AMERICA,2003 EDMUND HALLEY DRIVE,,SUITE 200 RESTON,VA 20191 le trif y O le. - rBlue r,pgAglav#1UR0•GROuP amenco 10 Dewberry® Dewberry Engineers Inc. 99 NYPA S O U T H O L D "SUITE 700 HONE:SUMMERSTREET BO TON,MA 02110 PHONE:817.695.3400 FAX:617.695.3310 SITE ADDRESS: 54375 MAIN ROAD °F u SOUTHOLD, NY 11,971 SITE NUMBER: 701192 a a� SITE INFORMATION APPLICABLE CODES PROJECT DESCRIPTION ZONING INFORMATION DRAWING INDEX EV SITE ADDRESS' ALL WORK SHALL COMPLY WITH THE FOLLOWING APPUCABLE CODES: INSTALL(1) UTILITY TRANSFORMER PERMITTING JURISDICTION:TOWN OF SOUTHOLD 09/03/24 54375 MAIN ROAD INSTALL(1) 2000A EV-2 SWITCHBOARD SHT. N0. SHEET 7TLE SOUTHOLD. NY 11971 NEW YORK UNIFORM BUILDING & ENERGY CODES, CONSISTENT WITH THE INSTALL(6) 36OKW STC GEN IV DISPENSERS APN: 1000-060.00-02.00-003.002 FOLLOWING CODES: INSTALL3 360KW BTC GEN IV POWER UNITS T-1 TITLE SHEET PROPERTY OWNER: () DRAWN BY: JC THE TOWN OF SOUTHOLD 2020 BUILDING CODE OF NYS (IBC 2018 W/AMENDMENTS). ZONING: HB—HAMLEr BUSINESS P.O. BOX 1179 2020 ENERGY CONSERVATION CODE OF NYS (IECC 2018 W/AMENDMENTS). DISTRICT NO.: 1000 GN-1 GENERAL NOTES I CHECKED BY: DER SOUTHOLD.NY 11971 2017 NATIONAL ELECTRIC CODE (NEC). GN-2 GENERAL NOTES II PARCEL ID: IN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE CODE SHALL PREVAIL. SECTION NO.: 060.00 GN-3 GENERAL NOTES III APPROVED BY: HJ APN: 1000-060.00-02.00-003.002 BLOCK: 02.00 COUNTY: LOT: 003.002 C-1 OVERALL SITE PLAN PROJECT I{: 50155658 SUFFOLK COUNTY C-2 DEMOLITION SITE PLAN C-3 ENLARGED SITE PLAN JOB 111: 50180381 LATITUDE*: AERIAL MAP LOCATION MAP 41'03'S8.05' N C-4 ENLARGED PROPOSED EQUIPMENT LAYOUT LONGITUDE*: r C-5 CONSrnucn0N DETAILS I SUBMITTALS 7T 25'38.99'W C-6 CONSTRUCTION DETAILS II REV. DATE DESCRIPTION -BASED ON GOOGLE EARTH -. �'�� C-7 CONSTRUCTION DETAILS 111 ENGINEER CONTACT: 0-8 CONSTRUCTION DETAILS IV HUGO JUSTNIANO,PE DEWBERRY ENGINEERS INC. 1i\_ t jr�: - C-9 CONSTRUCTION DETAILS V (919)434-9742 HJUSTINIANOODEWBERRY.COM UC.# 087547 - E-1 ONE—UNE DIAGRAM ;k. E-2 ELECTRICAL DETAILS I 1 09/03/24 ISSUED FOR FINAL CONSTRUCTION CONTACT- "~^ E-3 ELECTRICAL DETAILS II 0 07/16/24 ISSUED FOR FINAL JASON MILLS CLEARBLUE INFRASTRUCTURE GROUP Rs A 03/20/24 ISSUED FOR 90% REVIEW (705) 327-5302 � Ps F s v" SITE G-1 GROUNDING SCHEMATIC& DETAILS JMILLSOCBIGRP.COM SITE SITE NAME: ELECTRIFY AMERICA MANAGER: sP-1 STAGING PLAN ° - NYPA — SOUTHOLD JOSH H A PMP ELECTRIFY AMERICA,LLC .+', A �• (571)752-7150 - � a�- ',q. ..�f'-�J - 1 OF 1 PROPERTY SURVEY(FOR REFERENCE ONLY) (SITE NUMBER: 701192) JOSH.HOLLANDOELECTRIFYAMERICA.COM 1 OF 1 PHOTOMETRIC PLAN (FOR REFERENCE ONLY) SITE ADDRESS: POWER COMPANY: ! .•,F " BEFORE SCALING PSEG—U _ ,.a• �.��•••�� 54375 MAIN ROAD KEN MUCCI SOUTHOLD, NY 11971 (516)779-5784 '� .'�- - :L CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND KENNETH.M000IOPSEG.COM .. CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ELECTRIFY WORK ORDER:9-180998 AMERICA REPRESENTATIVE IN WRITING OF DISCREPANCIES BEFORE PROCEEDING *3r3: 1 WITH THE WORK OR BE RESPONSIBLE FOR SAME. SHEET TITLE CONTRACTOR NOTE f.• :.:: 4 CALL BEFORE YOU DIG pr:r � ;� TITLE SHEET CONTRACTOR SHALL COMPLETE INSTALL PER THE SIGNED AND SEALED SET OF DRAWINGS.ANY NECESSARY ..`" - - DEVIATIONS FROM THE DRAWINGS MUST BE SUBMITTEDs+Edi� _ A ;' UNDERGROUND SERVICE ALERT THROUGH AN RFl REQUEST PROCESS WITH ENGINEERING9{ - UTILITY NOTIFICATION CENTER BIT OR 1-800-272-44BO SHEET NUMBER FOR AN APPROVAL PRIOR TO CONTRACTOR PROCEEDING ..(j%= *i "� ' WITH A DEVIATION OF THE SIGNED AND SEALED SET OF _ _"'(: t< 0 .y,�,..�ka I' �';� DRAWINGS. � ,- 3 WORKING DAYS UTILITY NOTIFICATION N N .. w PRIOR TO CONSTRUCTION T� ti GENERAL CONSTRUCTION NOTES GENERAL CONSTRUCTION NOTES CONT. ELECTRICAL NOTES CONT. 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS,THE FOLLOWING DEFINITIONS SHALL APPLY GENERAL i 22. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHIFH INTERFERE WITH THE 8. THE CONTRACTOR SHALL CONFIRM WITH LOCAL UTIUW COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: �electric CONTRACTOR: XXX EXECUTION OF THE WORK SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE 1 OWNER: ELECTRIFY AMERICA WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK AS DIRECTED BY THE ENGINEER, AND OWNERS' CONFIRMATION, ETC. ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE america 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS. SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES, CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK. 3. THE GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE THEMSELVES WITH ALL 23. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE EQUIPMENT ELECTRIFY LLEY DRIV,S 9. CONDUCTORS: CONTRACTOR SHALL USE 98R CONDUCTIVITY COPPER OR ALUMINUM WITH TYPE (THWN-2) 2003 EDMUND HALLEY DRIVE,SURE 200 CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR SHALL OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. RESTON,VA 20191 INSULATION, 600 VOLT, COLOR CODED UNLESS SPECIFIED DIFFERENTLY ON DRAWINGS. BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, 24. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION 10. ALL (THWN-2) WIRING INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. DIMENSIONS,AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL 11. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN i/ Q_ WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. `/feArBiUe TO THE COMMENCEMENT OF WORK. 25. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR - tfll`RA5TRUti 0RG 0A0ur 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 12. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND 26. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND BO PERCENT STANDARD PROCTOR CONTRACTOR IS TO PROVIDE ALL ELECTRICAL EQUIPMENT UNLESS OTHERWISE DIRECTED. Dewberry® AUTHORITY REGARDING THE PERFORMANCE OF WORK. DENSITY IN OPEN SPACE.ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY FILL OR OTHER MATERIAL PRE-APPROVED BY THE LOCAL JURISDICTION. 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 27. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES,AND OTHER REFUSE SHALL BE REMOVED FROM WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIONAL AND SUBJECT TO Dewberry Engineers Inc. REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. 99 SUMMER STREET 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, THE SITE AND DISPOSED OF IN A LAWFUL MANNER. SUITE700 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF BOSTON,MA02110 APPURTENANCES, AND LABOR,NECESSARY 70 COMPLETE ALL INSTALLATIONS AS INDICATED ON THE 28. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS,AND OTHER PHONE:617.695.3400 DRAWINGS. CONSTRUCTION. DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION FAX:617.695.3310 7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY AND PRIOR TO PAYMENT. 15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS FOR A PERIOD OF UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. 29. THE CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE 30. THE CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. eOf Nr-Gj/y BEEN DAMAGED THEREIN. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO 31. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, �1. JuST O PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE AND IS NOT FOR HUMAN HABITATION (NO HANDICAP ACCESS REQUIRED). 17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS 32. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 18. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES,COVER PLATES AND DEVICES FOR ALL 33. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR n � LL B. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S .OUTLETS AS INDICATED rn �! CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR � RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. IMMEDIATELY. 19. TRENCHING AND BACKFlLL• THE CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE CONTRACTOR AND/OR CABLES INCLUDING EXCAVATION AND BACKFlWNG AND COMPACTION. REFER TO GENERAL SITE 34. THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. p'v SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO 35. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED WORK NOTES. PROCEEDING. BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO 20. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF SHALL BE NEW AND SHALL 09/03/24 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA.ADJACENT AREAS ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. APPEAR ON THE LIST OF U.L APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK NEC, NEMA AND IEEE. DRAWN BY: JG SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY/ALL 11. THE GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION CHECKED BY: DER DISCIPLINES. MANAGER PRIOR TO INSTALLATION. 12. CONSTRUCTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ELECTRICAL NOTES APPROVED BY: HJ 22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION 13. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF PROJECT�: 50165658 1. THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. ANY/ALL OF THE 'CONSTRUCTION MANAGER' UPON FINAL ACCEPTANCE. WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF 23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. JOB 111: 501B03B1 NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY 24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK-MAKE AND QUICK-BREAK ENCLOSURES, TO BEGINNING CONSTRUCTION. 'CONSTRUCTION MANAGER'AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL AS REQUIRED BY EXPOSURE TYPE. SUBMITTALS 14. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO NOT PROCEED WITH THAT PORTION OF WORK UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE 25. ALL CONNECTIONS EXCEPT THE EV CHARGE CABLE TERMINATION IN THE CHARGE POST SHALL BE MADE COMMENCEMENT OF WORK. REV. DATE DESCRIPTION CORRECTIVE ACTIONS TO BE TAKEN. WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS"NOALOX' BY IDEAL INDUSTRIAL INC., 15. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS,CURBS, LANDSCAPING AND COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED ALUMINUM &COPPER SURFACES, INCLUDING 2. THE ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ANY/ALL STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS. OF THE OWNER. CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. THE CONDITION OF EXISTING ELECTRICAL EQUIP., LIGHT FIXTURES ETC.,THAT ARE PART OF 26. ALL EXTERIOR AND INTERIOR ABOVE GROUND CONDUIT SHALL BE RIGID UNLESS SPECIFIED OTHERWISE. ALL 16. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. BURIED CONDUITS SHALL BE SCH 40 PVC UNLESS SPECIFIED OTHERWISE THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SUBMITTAL OF HIS BID. FAILURE 17. THE GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK 27. RACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC, MEETING OR EXCEEDING NEMA TC2 - 1990. THE TO THE SITE AND/OR BUILDING. NECESSARY FOR A COMPLETE AND WORKING SYSTEM. CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO 1 09/03/24 ISSUED FOR FINAL o 07/16/2a ISSUED FOR FINAL 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES SEPARATE PULL STRINGS - 200 LEIS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A CONSTRUCTION UNTIL JOB COMPLETION. AND LOCAL ORDINANCES OF THE LOCAL POWER COMPANIES HAVING JURISDICTION AND SHALL INCLUDE BUT MINIMUM OF 3 FT. RADIUS. FIGS CONDUITS WHEN SPECIFIED, SHALL MEET UL-6 FOR GALVANIZED STEEL A 103/20/241 ISSUED FOR 90% REVIEW 19. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL NOT BE LIMITED TO: ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH REVISIONS, ADDENDA AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. A. UL- UNDERWRITERS LABORATORIES 'BRITE ZINC' OR 'GOLD GALV'. SITE NAME: 20. THE CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN B. NEC - NATIONAL ELECTRICAL CODE 28. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. NYPA - SOUTHOLD 2-A:10-9:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK C. NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOC. 29. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST-ON (SITE NUMBER: 701192) IS BEING COMPLETED DURING CONSTRUCTION. D. OSHA- OCCUPATIONAL SAFETY AND HEALTH ACT CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO. 8 21. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL E. SBC - STANDARD BUILDING CODE AWG AND LARGER. SITE ADDRESS: TIMES,AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK SHALL BE RELOCATED AS F. NFPA - NATIONAL FIRE PROTECTION ASSOCIATION 30. THE CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOW GROUND AND 54375 MAIN ROAD DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING 4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF DIRECTLY ABOVE ELECTRICAL SERVICE CONDUITS. CAUTION TAPE TO READ SOUTHOLD, NY 11971 OR DRILLING PIERS AROUND OR NEAR UTILITIES. THE CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR ALL EQUIPMENT, BUT CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES AND LOCATIONS WHEN NEEDED. "CAUTION BURIED ELECTRIC". THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED 5. EXISTING SERVICES:THE CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN 31. WHEN DIRECTIONAL BORING IS REQUIRED, CONTRACTOR SHALL INSTALL A LOOSE TONING WIRE WITHIN SHEET TITLE SPACE; C ELECTRICAL SAFETY,AND D TRENCHING & EXCAVATION. INSTALLED CONDUIT TO ALLOW FOR IDENTIFICATION OF UNDERGROUND CONDUITS. ) ) PERMISSION OF THE OWNER. 6. THE CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. THE CONTRACTOR IS 32. ALL BOLTS SHALL BE STAINLESS STEEL GENERAL NOTES 1 33. ALL MATERIALS AND EQUIPMENT SUPPLIED AND INSTALLED BY THE CONTRACTOR SHOULD BE NEW AND TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING THE UNUSED. EQUIPMENT. 7. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE SHEET NUMBER CONTRACTOR SHALL FURNISH AND INSTALL. n N- 1 � s GENERAL SITE WORK NOTES GENERAL SITE WORK NOTES CONT. GENERAL SITE WORK NOTES CONT. PART 1 - GENERAL y PART 2 - PRODUCTS (CONTINUED) y y y a CLEARING, GRUBBING, STRIPPING, EROSION CONTROL. SURVEY, LAYOUT, SUBGRADE PREPARATION AND FINISH 4. GRANULAR BEDDING - WELL-GRADED SAND MEETING THE GRADATION REQUIREMENT OF 3. TRENCH EXCAVATION: 1.�eleCfr y GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS. ASTM C 33 FINE AGGREGATE. A. UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS OR america 1. REFERENCES: 5. CONTROLLED LOW STRENGTH MATERIAL (CLSM) -A SELF LEVELING AND SELF COMPACTING AS DIRECTED BY THE GENERAL CONTRACTOR. PROVIDE SHORING, SHEETING AND BRACING AS A. DOT STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CEMENTITIOUS MATERIAL COMPOSED OF SAND,COARSE AGGREGATE,CEMENT, FLY ASH, WATER REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS. ELECTRIFY AMERICA.LLC 2003 EDMUND HALLEY DRIVE SURE 200 CONSTRUCTION-CURRENT EDITION). AND ADMIXTURES. CLSM SHALL BE EXCAVATABLE AND SHALL HAVE A DESIGNED UNCONFINED B. EXTEND THE TRENCH WIDTH A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE RESTON,VA 20191 B. AASHTO (AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS) COMPRESSIVE STRENGTH OF BETWEEN 50 TO 100 PSI. OUTERMOST CONDUIT. 6. BACKFlLL - PRODUCTS MEETING THE REQUIREMENTS OF SUITABLE MATERIAL. GRANULAR BEDDING, C. WHEN SOFT YIELDING, OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, EXCAVATE C. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS). - GRANULAR BACKFlLL OR CLSM. THE REQUIRED TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE REQUIRED /�I ^rBlue D. OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION). 7. TOPSOIL- SOIL WITH AN ORGANIC CONTENT SUFFICIENT TO ALLOW VEGETATIVE GROWTH. ELEVATION,THEN BACKFlLL WITH 12' OF GRANULAR BEDDING MATERIAL v �Q IN+'tiA51QUtUJ;z@GROU,P 2. INSPECTION AND TESTING: PART 3 - EXECUTION 4. TRENCH BACKFlLL• A. FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY AN 1. GENERAL- A. PROVIDE GRANULAR BEDDING MATERIAL OR FLOWABLE FILL IN ACCORDANCE WITH THE DRAWINGS INDEPENDENT TESTING LAB. THIS WORK IS TO BE COORDINATED BY THE GENERAL CONTRACTOR. A. BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT AND THE UTILITY REQUIREMENTS. B. ALL WORK SHALL BE INSPECTED AND VERIFIED FOR CONFORMANCE AND RELEASED BY THE ENGINEER Dewberry® WHO SHALL CARRY OUT THE GENERAL INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO PROPER CONTROL MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH B. NOTIFY THE GENERAL,CONTRACTOR 24 HOURS IN ADVANCE OF BACKFILLING. CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE DRAINED AT ALL TIMES. C. CONDUCT UTILITY CHECK TESTS BEFORE BACKFILUNG. BACKFlLL AND COMPACT TRENCH BEFORE B. BEFORE ALL SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, ACCEPTANCE TESTING. Dewberry Engineers Inc. PERFORMANCE OF THE WORK AS SPECIFIED AND/OR CALLED FOR ON THE DRAWINGS. R IS THE 99 SUMMER STREET ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK. CONDUCT UTILITY LOCATE IN D. PLACE GRANULAR TRENCH BACKFlLL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH SUITE700 GENERAL CONTRACTOR(S) RESPONSIBILITY TO REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING ACCORDANCE WITH THE ONE-CALL NOTIFICATION BOSTON,MA02110 UNCOMPACTED LIFTS UNTIL 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFlLL INTO PHONE:617.695.3400 WITH FURTHER WORK THAT WOULD MAKE PARTS OF WORK INACCESSIBLE OR DIFFICULT TO INSPECT. C. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, SPACE AROUND CONDUITS. FAX:617.695.3310 RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE E. PROTECT CONDUIT FROM LATERAL MOVEMENT, IMPACT DAMAGE. OR UNBALANCED LOADING. 3. SITE MAINTENANCE AND PROTECTION: SURFACE OF THE SITE AREA TO BE CLEARED. F. ABOVE THE CONDUIT EMBEDMENT ZONE PLACE AND COMPACT SATISFACTORY BACKFlLL MATERIAL IN A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION D. REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE B-INCH MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED SURFACE GRADE. OF THE CONTRACT. 5, STUMPS, AND OTHER DEBRIS, BRUSH, AND REFUSE EMBEDDED Or INCte, G. COMPACT FINAL TRENCH BACKFlLL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THE ��, ,Y B. AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES,TREES, AND SHRUBS ORIGINAL GROUND SURFACE: R00TIN OR PROTRUDING THROUGH THE GROUND SURFACE, RAKE, DISK OR PLOW THE AREA TO A DEPTH P� V4. -USj O DESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES THAT ARE NOT EXISTING UNDISTURBED MATERIAL IMMEDIATELY ADJACENT TO THE TRENCH. �� r OF NO LESS THAN 6 INCHES,AND REMOVE TO A DEPTH OF 12 INCHES ALL R0015 AND OTHER DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK. DEBRIS THEREBY EXPOSED. 5. FINISH GRADING: o C. KEEP SITE FREE OF ALL PONDING WATER. E. REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS A. PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH• n j R D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT, LOCAL PERMITTING AGENCY THE DEFINITION OF TOPSOIL AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE EVEN SURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION. GRADING n- 1+ awl AND EPA REQUIREMENTS. MATERIALS. SUFFICIENT TOPSOIL MAY BE STOCKPILED ON SITE FOR USE DURING FINAL SITE SHALL BE COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHY AND STRUCTURES. (l� E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING. BARRICADES, WARNING SIGNALS AND SIMILAR GRADING. B. UTILIZE SATISFACTORY FILL MATERIAL RESULTING FROM THE EXCAVATION WORK IN THE OA 0875 DEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD OF CONSTRUCTION OF FILLS, EMBANKMENTS AND FOR REPLACEMENT OF REMOVED UNSUITABLE tiV`_P F. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM 09/03/24 CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK. CLEARING. GRUBBING AND DEMOLITION WORK COMPLETELY WITH SUITABLE MATERIAL MATERIALS. F. EXISTING UTILITIES: DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE G. REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM C. REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED DURING THE COURSE OF THIS WORK OWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE CONSTRUCTION MANAGER AND THEN CLEARING AND GRUBBING OPERATIONS. BURNING WILL NOT BE PERMITTED. TO THEIR ORIGINAL CONDITION. DRAWN BY: JG ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED. H. PRIOR TO EXCAVATING,THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO G. PROVIDE A MINIMUM 48-HOUR NOTICE TO THE CONSTRUCTION MANAGER AND RECEIVE WRITTEN NOTICE VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE 6. ASPHALT PAVING ROAD: CHECKED BY: DER TO PROCEED BEFORE INTERRUPTING ANY UTILITY SERVICE EXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE. OR OTHER ITEM NOT A. CONTRACTOR RESPONSIBLE FOR RE-STRIPING AND APPLYING SEAL COATING, UNLESS OTHERWISE. H. SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS BEFORE THE FIRST WINTER FROST. DETERMINE B. STATE XXX STANDARD SPECIFICATION. APPROVED BY: HJ SHOWN THAT MIGHT INTERFERE WITH THE PROPOSED CONSTRUCTION. NOTIFY THE CONSTRUCTION WHEN THE FIRST FROST USUALLY OCCURS,AND PLANT THE SOD NO LATER THAN ONE MONTH BEFORE MANAGER OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK AS THE FIRST FROST. IF THE CONSTRUCTION IS FINISHED LATER THAN ONE MONTH BEFORE THE FIRST PROJECT 50165658 INDICATED ON THE DRAWINGS. 7. STAGING: FROST, USE STRAW UNTIL SOD CAN BE INSTALLED. K. THE GENERAL CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS, I- SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFlLL. ALL EXCESS A. WORK / STAGING AREA TO BE CONFIRMED AT PRE-CONSTRUCTION SITE MEETING AND SURROUNDED JOB III: 501503B1 EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER. RUBBISH, DEBRIS, STUMPS, STICKS,AND STONES. J. DURING EXCAVATION,THE CONTRACTOR SHALL PROVIDE SHORING, SHEETING,AND BRACING AS BY TEMPORARY FENCE (SEE DETAIL BELOW) DURING CONSTRUCTION. L THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH DEBRIS FROM THE SITE ON A DAILY BASIS. B. POSSIBLE LOCATION FOR TEMPORARY DRIVE AISLE CLOSURE DURING CONSTRUCTION. SUBMITTALS REQUIRED TO PREVENT CAVING OR SLOUGHING OF EXCAVATION. M. CONTRACTOR TO TAKE NECESSARY PRECAUTIONS TO PROTECT TREES, VEGETATION, AND ROOT SYSTEMS C. CONTRACTOR TO PROVIDE TEMPORARY SIGNS TO DIRECT TRAFFIC FLOW. REV. DATE DESCRIPTION DURING CONSTRUCTION. 2. BACKFlLL• D. SHORT TERM FENCING TO BE PROVIDED OUTSIDE OF TEMPORARY FENCE FOR ANY OPEN TRENCHES N. CONTRACTOR TO COORDINATE POST CONSTRUCTION LANDSCAPING FINISHES WITH OWNER AND A. AS SOON AS PRACTICAL, AFTER COMPLETING CONSTRUCTION OF THE RELATED STRUCTURE, INCLUDING LEFT OVER NIGHT OR UNATTENDED. ELECTRIFY AMERICA. EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR CAST-IN-PLACE CONCRETE, BACKFlLL E. TEMPORARY FENCE SHALL BE CLOSED AND LOCKED AT ALL TIMES. IF GATE MUST BE OPEN FOR THE EXCAVATION WITH APPROVED MATERIAL TO RESTORE THE REQUIRED FINISHED GRADE. MOVING EQUIPMENT OR MATERIALS,A SPOTTER SHALL BE PROVIDED TO TO PREVENT UNAUTHORIZED PART 2 - PRODUCTS B. PRIOR TO PLACING BACKFlLL AROUND STRUCTURES. ALL FORMS SHALL BE REMOVED AND THE ENTRY. 1. SUITABLE MATERIAL- SUITABLE MATERIAL ARE USED FOR GRADING AND BACKFlLL. SUITABLE EXCAVATION CLEANED OF ALL TRASH, DEBRIS AND UNSUITABLE MATERIALS. F. NO EQUIPMENT OR MATERIALS SHALL BE STORED OUTSIDE THE TEMPORARY FENCE FOR ANY 1 09/03/24 ISSUED FOR FINAL MATERIALS ARE ON SITE SOILS REMOVED FROM EXCAVATIONS THAT EXCLUDE FROZEN SOIL, ROOTS OR C. DO NOT PLACE FROZEN MATERIAL IN AS BACKFlLL AMOUNT OF TIME. D 07/16/241 ISSUED FOR FINAL ORGANIC MATERIAL. DEBRIS, TRASH, REFUSE, OR PARTICLES SIZE GREATER THAN 3-INCH. SUITABLE SOILS D. PLACE BACKFlLL MATERIAL OR SELECT GRANULAR BACKFlLL MATERIAL WHEN REQUIRED IN UNIFORM ENDURO SHADE CLOTH BY A 03/20/24 ISSUED FOR 90% REVIEW HENDEE ENTERPRISES, INC. HAVE MOISTURE CONTENTS THAT ALLOW THEM TO BE COMPACTED TO THE SAME DENSITY AS THE NATIVE HORIZONTAL LAYERS OF NO GREATER THAN 8-INCHES LOOSE THICKNESS AND COMPACT TO THE (OR EQUAL) TOP RAIL 1.66 IN OD, 2.27 SOILS. NO. 9 GAGE, 0.148' f O.00', TEL:1-800-231-7275 SAME DENSITY AS NATIVE SOIL. WHERE HAND OPERATED COMPACTORS ARE USED, THE FILL FINISHED SIZE GALVANIZEDju FASTEN TO INTERIOR SIDE LB/FT GALVANIZED STEEL SITE NAME 2. UNSUITABLE MATERIAL- SOILS THAT ARE FROZEN, CONTAIN ROOTS OR ORGANIC MATERIAL. DEBRIS,TRASH. MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE DEPTH AND COMPACTED. STEEL WIRES. 2' MESH,TOPF FENCE. D0.NOT FASTEN PIPE (TYP) REFUSE, OR PARTICLES SIZES GREATER THAN 3-INCH. SOILS THAT ARE T00 WET OR T00 DRY TO BE AND BOTTOM SELVAGES BOTTOM RAIL OF FENCE) NYPA — SOUTHOLD E. WHENEVER TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED DENSITY. TWISTED AND BARBED POST 1.90 IN OD, 2.7 COMPACTED TO THE SAME DENSITY AS THE NATIVE SOILS ARE UNSUITABLE. THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE REQUIREMENTS ARE MET UNLESS CONFORMING TO ASTM A392, LB/FT GALVANIZED STEEL (SITE NUMBER: 701192) A491, F668. OR F573 PIPE(TYP) 3. GRANULAR BACKFlLL - SHALL MEET THE FOLLOWING GRADATION OTHERWISE AUTHORIZED BY THE CONSTRUCTION MANAGER. THE CONTRACTOR SHALL TAKE WHATEVER SITE ADDRESS: APPROPRIATE ACTION IS NECESSARY, SUCH AS DRYING,ADDING WATER, OR INCREASING THE COMPACTIVE EFFORT TO MEET THE COMPACTION REQUIREMENTS. 54375 MAIN ROAD o SOUTHOLD, NY 11971 I SIEVE SIZE TOTAL PERCENT PASSING I SHEET TITLE 1 1/2 INCH (37.5 MM) 100 IIL NO. 4 (4.75 MM) 30 TO 60 NMI NO 200 (0.075 MM) 3 TO 15 GENERAL NOTES II PROVIDE WEIGHTED TEMPORARY ASPHALT PAVIN (np) SHEET NUMBER FENCE ANCHORS FROM START TRAFFIC PRODUCT CODE 12150 OR ENGINEER APPROVED EQUAL TEL- G N-2 (88B) 607-9683 TEMPORARY FENCE DETAIL NO SCALE REINFORCED CONCRETE NOTES CONCRETE PLACING AND FlNISIDEWALK CONSTRUCTION REQUIREMENTS POSHING CONCRETE I ST-INSTALLED ANEDCHORSANCHORS REINFORCED CONCRETE NOTES: THE CONTRACTOR SHALL PROVIDE ADEQUATE TOOLS AND EQUIPMENT TO PRODUCE QUALITY WORKMANSHIP I 'velectrify 1. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE LATEST 1. D(CEPT WHERE INDICATED ON THE DRAWINGS, POST-INSTALLED ANCHORS SHALL CONSIST OF america EDITIONS OF THE FOLLOWING APPLICABLE CODES: ACI 301 'SPECIFICATIONS FOR STRUCTURAL IN PLACING AND FINISHING CONCRETE. THE SIDEWALK AND RAMPS SHALL BE FINISHED TO THE TOP OF THE THE FOLLOWING ANCHOR TYPES OR APPROVED EQUAL AND INSTALLED IN ACCORDANCE WITH CONCRETE FOR BUILDINGS'; ACI 318,'BUILDING CODE REQUIREMENTS FOR REINFORCED THEIR RESPECTIVE ICC-ES REPORT AND MANUFACTURER'S PUBLISHED INSTALLATION CONCRETE'. FORMS AND THE SURFACE FINISHED WITH A WOOD OR STEEL FLOAT AND SURFACE TEXTURE SHALL BE A INSTRUCTIONS MPII ( ) ELECTRIFY AMERICA,LLC COURSE BROOM FINISH TRANSVERSE TO THE SLOPE OF THE SIDEWALK OR RAMP. NO 'PLASTERING' OF THE 2003 EDMUND HALLEY DRIVE,SUITE 200 SITE.2. NOT USE ERED CONCRETE, OR ADD WATER READY-MIX CONCRETE AT THE JOB SURFACE SHALL BE PERMITTED. STE. MIX DESIGN GN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING APPLICATION ANCHORING SYSTEM ICC-ES REPORT RESTON,VA 20191 CONCRETE. 2. CONTRACTION JOINTS ANCHORAGE TO CONCRETE HILT] HY 200 V3 ADHESIVE w SAFE SET ESR-4855 3. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE AIR-ENTRAINED AND SHALL HOLLOW DRILL BIT INSTALLATION HAVE 4000 PSI STRENGTH AT 28 DAYS. NON-AIR ENTRAINED CONCRETE TO BE USED ONLY IearBlue WHEN LOCATION OF SITE IS CONFIRMED TO BE OUTSIDE FREEZE-THAW REGION. CONTRACTOR TO THE SIDEWALK SURFACE SHALL BE MARKED OFF INTO NOMINAL SQUARES OF DIMENSION CONFIRM WITH ENGINEER PRIOR TO CONSTRUCTION. ALL CONCRETE WORK SHALL BE DONE IN TO THE WIDTH OF THE SIDEWALK WITH A MAXIMUM DISTANCE BETWEEN JOINTS OF SEVEN FEET SAWING HILTI RE 500 V3 ADHESIVE w SAFE SET ESR-3814 ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. HOLLOW DRILL BIT INSTALLATION INFRA5TRU00RE GROUP JOINTS,THE CONTRACTOR SHALL BEGIN AS SOON AS THE CONCRETE HARDENS SUFFICIENTLY TO PREVENT 4. MAXIMUM AGGREGATE SIZE SHALL BE 3/4'. EXCESSIVE RAVELING ALONG THE SAW CUT AND SHALL FINISH BEFORE CONDITIONS INDUCE UNCONTROLLED HILTI KWIK-X DUAL ACTION ANCHOR ESR-5065 5. THE FOLLOWING MATERIALS SHALL BE USED: CRACKS, REGARDLESS OF THE TIME OR WEATHER. HILTI KWIK BOLT TZ 2 ESR-4266 PORTLAND CEMENT: ASTM C 150.TYPE I HILTI KWIK HUS EZ ESR-3027 Dewberry® REINFORCEMENT: ASTM A 615,GRADE 50 3. EXPANSION JOINTS NORMAL WEIGHT AGGREGATE: ASTM C 33 EXPANSION JOINTS SHALL BE CONSTRUCTED AT LOCATIONS WHERE THE SIDEWALK ABUTS EXISTING REBAR DOWELING HILT] RE 500 V3 ADHESIVE w SAFE SET ESR-3814 DewberryEngineers Inc. WATER: DRINKABLE HOLLOW DRILL BIT INSTALLATION 9 99 SUMMER STREET ADMIXTURES: NON-CHLORIDE CONTAINING CONCRETE CURBS, DRIVEWAYS, AND SIMILAR STRUCTURES, AND EVERY TWO HUNDRED FIFTY FEET AND AS SUITE 700 H V3 ADHESIVE w SAFE SET ESR-4868 BOSTON,MA02110 SHOWN ON APPROVED PLANS. EXPANSION JOINTS SHALL BE FORMED WITH ONE-HALF. HOLLOW DRILL L BIT INSTALLATION 6. REINFORCING DETAILS SHALL BE IN ACCORDANCE WITH 'DETAILING MANUAL-2004 PUBLICATION PHONE:617.695.3400 SP-66' AND 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE',ACI-318-08. FAX:617.695.3310 ANCHORAGE TO SOLID HILT] HY 270 ADHESIVE ESR-4143 7. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED GROUTED MASONRY OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC HILT] KWIK BOLT TZ 2 ESR-4561 UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS 'B'; ALL HOOKS SHALL BE STANDARD, UNO. HILTI KWIK HUS EZ ESR-3027 GROUNDING NOTES OF N�yy B. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL ANCHORAGE TO HOLLOW / HILTI HY 270 ADHESIVE WITH SCREEN TUBE ESR-4143, 'sA� �V �O UNLESS SHOWN OTHERWISE ON DRAWINGS: MULTI-WYTHE MASONRY ESR-4144 ��-o'�' CONCRETE CAST AGAINST EARTH: 3 IN. 1. COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. E CONCRETE EXPOSED TO EARTH OR WEATHER: Q6 AND LARGER 2 IN. 2. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL. COAT 2. ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY HILTI OR SUCH OTHER METHOD AS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. IN �j5 AND SMALLER do WWF 1-1/2 ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE Z �w STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS CONCRETE NOT EXPOSED TO EARTH OR SLAB AND WALL 3/4 IN. DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE �QA Q87S ��•�, WEATHER OR NOT CAST AGAINST THE GROUND: BEAMS AND COLUMNS 1-1/2 3. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8' OF THE BARREL (NO SHINERS). VALUES OF THE SPECIFIED PRODUCT IN BOTH DRY AND WATER SATURATED CONCRETE, INCLUDING AN ICC-ES REPORT SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE, IN. SEISMIC USE. LOAD RESISTANCE, INSTALLATION CATEGORY, IN-SERVICE TEMPERATURE, 09/03/24 9. A CHAMFER 3/4' SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE. IN ACCORDANCE 4. ALL BELOW GRADE BONDS TO BE EXOTHERMIC WELDS OR IRREVERSIBLE COMPRESSION-TYPE CONNECTIONS INSTALLATION TEMPERATURE; ETC. WITH ACI 301 SECTION 4.2.4. LISTED FOR USE IN THE APPLICATION WHICH THEY ARE INSTALLED. 3. DRILL HOLES WITH ROTARY IMPACT HAMMER DRILLS USING CARBIDE-TIPPED DRILL BIT, OR 10. INSTALLATION OF CONCRETE ANCHOR, SHALL BE PER MANUFACTURERS WRITTEN RECOMMENDED HOLLOW DRILL BIT WITH INTEGRAL VACUUM CLEAN AS PERMITTED BY [CC-ESR. USE OF DIAMOND DRAWN BY: JG CORE BIT WITH ROUGHENING TOOL SHALL BE PERMITTED AFTER ENGINEERS OF RECORD PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S APPROVAL UNLESS OTHERWISE SHOWN ON THE DRAWINGS, ALL HOLES MUST BE DRILLED RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL PERPENDICULAR TO THE CONCRETE SURFACE. CHECKED BY. DER BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE 11. CURING COMPOUNDS SHALL CONFORM TO ASTM C-309. 4. ADHESIVE ANCHORS INSTALLED IN A HORIZONTALLY OR UPWARDLY INCLINED ORIENTATION INTO CONCRETE AND SUPPORTING A SUSTAINED TENSION LOAD SHALL BE INSTALLED BY A CERTIFIED APPROVED BY: HJ 12. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED IN ADHESIVE ANCHOR INSTALLER. INSTALLER SHALL BE CERTIFIED THROUGH THE ACl/CRSI ACI-301. ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM OR APPROVED EQUAL PROJECT#: 50165558 13. DO NOT WELD OR TACKWELD REINFORCING STEEL 5. CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE ON-SITE ANCHOR INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. JOB 1: 50180381 14. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE SLEEVES, GROUNDS CONTRACTOR SHALL SUBMIT DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF PERSONNEL INSTALLING ANCHORS HAVE RECEIVED THE REQUIRED TRAINING PRIOR TO THE CONCRETE PLACEMENT. COMMENCEMENT OF WORK. SUBMITTALS 15. LOCATE ADDITIONAL EXPANSION JOINTS REQUIRED TO FACILITATE CONSTRUCTION AS ACCEPTABLE 6. ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY REV. DATE DESCRIPTION TO ENGINEER. PLACE REINFORCEMENT CONTINUOUSLY THROUGH JOINT. OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS. 16. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. 7. CONTINUOUS OR PERIODIC SPECIAL INSPECTION FOR POST INSTALLED ANCHORS SHALL BE 17. PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD JOINTS AND PERFORMED IN ACCORDANCE WITH SECTION 4.3/4.4 OF THE ICC-ES REPORT FOR THE OTHER PLANES OF WEAKNESS. VIBRATE THE CONCRETE TO FULLY EMBED REINFORCING. DO NOT INDIVIDUAL ANCHOR. SPECIAL INSPECTOR SHALL BE NOTIFIED PRIOR TO COMMENCEMENT OF USE VIBRATORS TO TRANSPORT CONCRETE THROUGH CHUTES OR FORMWORK. WORK TO COORDINATE INSPECTION EFFORTS. 18. DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND. 8. POST INSTALLED ADHESIVE ANCHORS ARE NOT PERMITTED TO BE INSTALLED IN MORTAR JOINTS. ALL ANCHORS TO BE INSTALLED WITHIN THE FACE OF MASONRY UNIT. 1 09/03/24 ISSUED FOR FINAL 19. DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND SETTING a 07/16/24 ISSUED FOR FINAL PERIOD, OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT. 9. CONTRACTOR SHALL VERIFY EXISTING SLAB REINFORCEMENT WITH GPR PRIOR TO DRILLING. A 03/20/241 ISSUED FOR 90% REVIEW 20. MAINTAIN TEMPERATURE OF CAST IN PLACE CONCRETE BETWEEN 50 DEGREES AND 90 DEGREES MAINTAIN AT LEAST 17 GAP BETWEEN ANCHORS AND EXISTING REINFORCEMENT AND MINIMUM 37 FAHRENHEIT. FOR COLD-WEATHER AND HOT-WEATHER CONCRETE PLACEMENT, CONFORM TO BETWEEN ANCHORS AND EXISTING PRESTRESSING TENDONS. APPLICABLE ACI CODES AND RECOMMENDATIONS. IN EITHER CASE, MATERIALS CONTAINING SITE NAME: CHLORIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED. PROTECT FRESH CONCRETE FROM WEATHER FOR 7 DAYS MINIMUM. NYPA - SOUTHOLD 21. UNLESS INDICATED OTHERWISE ON THE DRAWINGS, REINFORCEMENT SPLICES SHALL MEET CLASS (SITE NUMBER: 701192) B, TENSION LAP REQUIREMENTS IN ACCORDANCE WITH ALL PROVISIONS OF ACI 318 LATEST EDITION, UNLESS NOTED OTHERWISE. 517E ADDRESS: 22. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING. 54375 MAIN ROAD SOUTHOLD, NY 11971 SHEET TITLE GENERAL NOTES III SHEET NUMBER GN-3 •. .:.-:, CURB INLET TOG-27.29' LEGEND electrify T /:'=•• - - APPROXIMATE PROPERTY LINE amenca CONTRACTOR TO HAND —__—__— ADJOINER DIG AROUND EXISTING SP' \ ELECTRIFY AMERICA.DRIVE, ,S UTILITIES ---------- EASEMENT -::;•', _ `Q. I 2003 EDMUND HALLEY DRIVE,SURE 200 _ = RESTON,VA 20191 UNDERGROUND ELECTRIC UNDERGROUND WATER OVERHEAD UTILITY gRPP�" /..;_:.• o- ' - �mZ� CIQaCBIUG' arc`` �1 N —STta—seta— UNDERGROUND STORM WATER •t-. 0 fi itq`Rn57RU, 4H[GROUA GRAVEL `";�, �" ✓ /,�� _ `�m�Ntn GRATE INLET ✓ \ STREET LIGHT e �.��% �--�'.� �� o - - Dewberry OaGpE ,Hp \ ��\\\ 04 W WATER VALVE Q ELECTRIC METER Dewberry Engineers Inc. Existing Tree - / !� �A�' / �\ \ W, \9 G O ELECTRIC OUTLET SUITEM700RSTREET (Typ-) / / - 5C4' �. d \� \� �. BOSTON,MA 02110 PHONE:617.695.3400 FAX:617.695.3310 Existing Sign THE TOWN OF SOUINCLD a, •o -.� \ _ (Typ.) / UBER 13024.PAGE 559 p \ .• gyp Approximate Location C _ APM 1000-060.00-02.00-005002 �Zo "� ,, _ G 1 $ Of Existing Overhead QI" V .. 11 g Utility Line (Typ.) Approximate Location Of S '=,� "•--"- _iN" Existing Underground Water \ � \ -�_ 1 �, tE• YJ �Z, / a '•-4R�":.:- -; _/ \ �4 / Line (Typ.) t APPROXIMATE LOCATION OF PROPOSED UTILITY ftt 11f \ PROPOSED PRIMARY UNDERGROUND '_ °ZG / POLE (BY UTILITY) a / e CONDUITS ROUTED FROM PROPOSED N \ \ V`6 �© Q87 •�' CURB INLET / _- __--- C_B UTILITY POLE TO PROPOSED � \--�•`-, Existing Concrete TOG-24.45' _ I�NACCE'SS78LE / TRANSFORMER (APPROX. 80 LF) 1 _ ` ":. Sidewalk (Typ.) \�sia, 09/03/24 / Ste` Existing Asphalt Area I •\ P DRAWN BY: JG �\ (Typ-) \� CHECKED BY: DER \ Approximate W Location Of E�� -- -""D`' APPROVED BY., Hi SAf �, \ Existing Storm ater Line-7et� 1 ESE " Approximate Location Off Existing Utility �� \ (Typ) \yy� I ,„_,.---E4E-�- Existing Underground ` �i Pole (Typ.) PROJECT�: 50165658 GRATE/NLEr o I �- ----E- Electric Line (Typ.) -� 4 TDG-23.04' o o \ JOB : 50100381 \ C-4 1 PP FL NW=19. 12-PP FL NEm1294' 4' p \ (TO BE PROTECTED) 1 �^ / \ Existing Light SUBMITTALS Post (Typ 1 \ / \ \ REV. DATE DESCRIPTION ` Existing a / \ / Bollard I (Typ.) \ / 1 109/03/241 ISSUED FOR FINAL 0 07/16/24 ISSUED FOR FINAL A 103/20/241 ISSUED FOR 90R REVIEW SITE NAME THE row,v of sourHOLG / COZY CGRP 79 NYPA — SOUTHOLD THE I WN OF PAGE OLD APN: 1000-060.00-02.00-004.000LIS / 517 APN: 1000-060.00-02.00-001.000 `\ // (SITE NUMBER: 701192) / SITE ADDRESS: / 54375 MAIN ROAD / SOUTHOLD, NY 11971 \ ` /\ \ SHEET TITLE OVERALL SITE PLAN OVERALL SITE PLAN \ // SCALE: 1'=20'FOR 11'x17' \ Approximate Location Of 1'=10'FOR 22'x34' \ / \ Existing Property Line (Typ.) \ / \ \ /0' 10, 20' SHEET NUMBER / ti DEMO QUANTITIES TABLE Existing Concrete i Sidewalk (Typ.) I f y ASPHALT 640 SO FT+/— �electr� • •'- PARKING LINES GRINDING amenca _ •Rtv`•_ _•- ELECTRIFY AMERICA.LLC CURB N/A 2003 EDMUND HALLEY DRIVE.SUITE 200 RESTON,VA 20191 / LANDSCAPING N/A CONCRETE SIDE WALK 12 SQ FT+/— Existing Tree (Typ.) f .-, _ c[.earBlue (TO BE PROTECTED \\ -iyT�= \ - ..y-,- - i!IPNA57Pti URE,6000? DURING CONSTRUCTION) • \ e _. �`�' �� NOTES p. ---- -� 0 / /' �• Existing Utility 1. THE CONTRACTOR SHALL RETURN SIDEWALKS, LANDSCAPING. Dewberry Pole (Typ.) PLANTERS, IRRIGATION SYSTEMS,AND ANY OTHER FACILITIES DISTURBED BY THE WORK TO THE SAME OR BETTER CONDITION Existing n // THAN EXISTED PRIOR TO THE COMMENCEMENT OF THE WORK. Dewberry Engineers Inc., g / e � 99 SUMMER STREET Asphalt / , / I \• -�; - . 2. ALL QUANTITIES LISTED IN DEMOLITION PLAN SHEET ARE ONLY SUITE 700 ✓ lN`` ��/ =• , / /'// /' Area /' / / \-• - APPROXIMATIONS. THE CONTRACTOR SHALL VERIFY ALL QUANTITIES BOSTON,MA 02110 BEFORE BIDDING. PHONE:617.696.3400 �� P \ • ! ' / / /' �s / / /' / \/ /I \ FAX:617.695.3310 3. TRENCHING IS TO BE USED EXCEPT IN HEAVY TRAFFIC AREAS, MAIN _A� `�P� I / /'/' ' •ti / /' ' \'r / _ DRIVE AISLES AND ACROSS STORE ENTRANCE. Existing / /,,/ \\ ,/ / o - xj APPROXIMATE LOCATION OF EXISTING PROPERTY LINE Gv(L/ S�/� /' -�. `r ��•\\ \\ \ // s�' o,� \ 09/03/24 Go >~ \ I \ \ \ \ O / ��ynt.� //// ,/ \ y �\ \\\ /, \ �,A 1\ DRAWN BY: JG CHECKED BY: DER / / / ' /'/ / \ y 't- y \\\ I \\♦ �'// \ +i�\ \ \\\ APPROVED BY: HJ PROJECT e: 50165658 /• / Y �" \\ \/ \ ••- _- JOB : 50180381 — � - - - -25Existing �'.- Striping Parking \\ n \ ','v _ \ SUBMITTALS S\1':-•i \ y (TO BE REMOVED BY \ / /\'\ _-_••s,, 'SG REV. DATE DESCRIPTION - \ GRINDING) (TYP.) Approximate Location Of r --, �- •� Y \ Existing Underground Water \\ n Line (Typ-) T ) 1 09/03/24 ISSUED FOR FINAL y �� \ \\ �� ///\•\ G�� 0 07/16/24 ISSUED FOR FINAL A 1 03/20/24 1 ISSUED FOR 90% REVIEW Existing Asphalt Area -•-� � Existing Parking \ / y \ / (Typ.) Striping (Typ.) \\ \/ / SITE NAME-- - - 5S NYPA — SOUTHOLD (SITE NUMBER: 701192) SITE ADDRESS: 54375 MAIN ROAD - \ \ SOUTHOLD. NY 11971 Nol G \ SHEET TITLE DEMOLITION SITE PLAN _� \ \� DEMOLITION SITE SCALE: 1'=10'FOR 11'x17' \ \ eF PLAN 1'=5'FOR 22'x34' �\ \ `I\ _ 0' S' 10' \\\ \\ All" \ - o SHEET NUMBER \ / \ PROPOSED DISPENSERS Existing Concrete 1 PROPOSED UTILITY Sidewalk (Typ.) � 1 i TRANSFORMER; COORDINATE CHARGE POST j/i I electrify E-2 WITH FINAL UTILITY DESIGN .- 36OKW CABLE TYPE b b NUMBER _ 1A 1• CCS jramerica 1• CCS ELECTRIFY AMERICA.LLC C-4 , / --,S'`0 �- _• 18 , 2003 EDMUND HALLEY DRIVE,SURE 200 P, S,N•, z 2A 1 CCS RESTON,VA 20191 e PROPOSED ° 2B 1• CCS C-5 POWER CABINET _ -�� - \ (TYP.-3) .b /' 3A 1• CCS - f PROPOSED Ele.ArBlue PROPOSED CONDUITS ROUTED f //` TREXFENCING 1-2 CCS • UNDERGROUND FROM POWER - f90C-eouF C-B CABINETS TO BTC DISPENSERS �� b _ '� \ b - < �� \ -SHARED 35OKW OUTPUT PROPOSED 'NO PARKING 2-3 5 EXCEPT WHILE CHARGING" AND 0':;j- 3>!s-:, PROPOSED METER C-6 C-6 EVOLVE NY SIGNAGE (TO BE 1 - -! 'i TRANSFOR ON MER 6 PROJECT STALL COUNT POLE MOUNTED) (TYP.-4) ,- - Dewberry EXISTING STALL COUNT B Q� Dewberry Engineers Inc. wM�`_!,w\\•� �p•_3• _ •_ �\ /�� JI \ •'.b o PROPOSED STALL COUNT 6 5(TEMOORSTREET Existing Tree (Typ.) /K� ✓ ` oA ; / %—� _ �2�• \"• _ Existing Utility NET PARKING STALL CHANGE _2 BOSTON.MA 02110 G`' V _ 3 Pole T PHONE:617.695.3400 1 (TODURING O PROTECTED G '/ p P. 1 _ - _ �, \ (Typ.) FAR:617.69.695.3 C-7 DURING CONSTRUCTION � V _ - PROPOSED LIGHT POLE WITH J s � - . - •, - - - \ _ KEYNOTES � P _ \ 1 5 2 'NO PARKING EXCEPT WHILE \\\\\\� I _ -.:-o- -/ o CHARGING' SIGNAGE AND EVOLVE _ 1. SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS BEFORE C-6 C-6 G-7 NY BANNER MOUNTED ON IT _ >% �'� \ E ¢c "`b (TYP:1) FROM SIDEWALK TO _ - -% -[r5,►�J'`° '� •_ _ - \ THE FIRST WINTER FROST_ DETERMINE WHEN THE FIRST FROST Approximate Location Of CHARGER FOUNDATIO _ - fi ��,1 •�p �P .% _ -•- USUALLY OCCURS, AND PLANT THE SOD NO LATER THAN ONE Existing Property Line > 2M _ b _' MONTH BEFORE THE FIRST FROST. IF THE CONSTRUCTION IS f ° t� �O, _•9 c o �� G •\ FINISHED LATER THAN ONE MONTH BEFORE THE FIRST FROST, (TYPJ \ '" 2'-1'\ \ .•S !^ ` �\ `. Q ' \- USE STRAW UNTIL SOD CAN BE INSTALLED. r _ :0a 1 PROPOSED EV ( 1 - - � � 0 2'-5' �\ 0.� L•(yQ• o PROPOSED TR -"'i 2. THE CONTRACTOR SHALL RETURN SIDEWALKS, LANDSCAPING, u/ C-5 CHARGING DISPENSER / \ " .�e✓! 10'-8• WIDE 1 _ PLANTERS, IRRIGATION SYSTEMS, AND ANY OTHER FACILITIES $ I a •� DOUBLE GATE C-9 \ DISTURBED BY THE WORK TO THE SAME OR BETTER CONDITION FO �, ,`yx �\ THAN EXISTED PRIOR TO THE COMMENCEMENT OF THE WORK. A e75, PROPOSED DISABLED j/ r• }' .• `. ACCESS, ACCESSIBLE, 'NO / �2•-2• ^ ° 0� PROPOSED SECONDARY CONDUITS \" - P' '` V '�- O, `� 1 2 3. HAND DIG TRENCH IN PROJECT LOCATION TO AVOID EXISTING �� PARKING EXCEPT WHILE Gv¢/ stb °� 2•-3• A/ 'a ROUTED UNDERGROUND FROM :/ `� C-e UNDERGROUND CONDITIONS. CONTACT ENGINEER IF 09/03/24 CHARGING'AND EVOLVE NY / / ♦ TRANSFORMER TO SWITCHBOARD o UNDERGROUND CONDITIONS CONFLICT WITH PROPOSED SIGNAGE (TYP.-1)w, 1��% �P'� � G // � INSTALLATION. PROPOSED �� ^ O Q. i9• SWITCHBOARD I \ p DRAWN BY: JG E-3 � \ 4. PROPOSED ACCESSIBLE STALL AND ACCESS AISLE SHALL NOT / SC) O G / -��JJ" °� �G` y �•\ s �y\ F EXCEED 2% MAX SLOPE IN ANY DIRECTION. ACCESS AISLE G �/ o G�j Ot�V �\ , \�\ SHALL BE PAINTED WHITE WITH HATCH LINES SPACED A CHECKED BY. DER ^ \/ MAXIMUM OF 36' (INCHES). PAINTED LETTERING SHALL BE A MINIMUM OF 12 INCHES IN HEIGHT. / a P� � PROPOSED 2 APPROVED BY: HJ A/ f�� \ ' \ <o P /• r �v 0��•/ CONCRETE PAD C-4 \``\ c•`; PROJECT J. 50165658 Qae 9�6 PROPOSED UTILITY WARNING 4 i �P BOLLARD TYP.-9 ) C-5 0 �j0' _� ( JOB +: 501s0381 ev SUBMITTALS • /f� � � REV. DATE DESCRIPTION All/ to G ��• Approximate Location Of \\�� - 1•-6• �`,` V Existing Underground Water�\\ (TYP.-2) PSG` 9�6 � Line (Typ.)� � \ \PROPOSED PAVEMENTe `fl• �� 1 09/03/24 ISSUED FOR FINAL MARKING (TYP.) C-8 0 07/16/241 ISSUED FOR FINAL P A 03/20/24 ISSUED FOR 90%REVIEW Existing \O, . h Asphalt Areo V�G\ I V \ (Typ') ParkingExisting Striping (Typ.) \� / SITE NAME: \ �,�I° \ NYPA — SOUTHOLD • \\\\ \ (SITE NUMBER: 701192) \ Existing Asphalt � � \—(TO BE REGRADED AS NEEDED) d0 \ 1 SITE ADDRESS: ,0 (SEE NOTE 4) 1 e' o, 54375 MAIN ROAD \ N SOUTHOLD. NY 11971 - N15, SHEET TITLE ENLARGED SITE PLAN ENLARGED SITE SCALE 1'=10' FOR 11'x17' ` �� I\ PLAN 1'=5'FOR 22x34' \ 1 0' 5- to, '�\ \ Lt SHEET NUMBER \ 1 C_3 PROPOSED 2 SEE TABLE FOR PAD SIZE POWER CABINET POWER3 C-5 3/4'CHAMFER PROPOSED THICK v i (TYP.—ALL SIDES) CONCRETE AD z `�electrtfy {15 BARS m 12• p D _ -_ 2'CLR O.C. EACH WAY B" am erica 1-7• - - D p. ��7 _ 2'-9•- GRADE ELECTRIFY AMERICA,LLC _ p ° ''► ►' - • -e' 2003 EDMUND HALLEY DRIVE,SURE 200 3 4.-4�� C p / q RESTON,VA 20191 1'-3' --J v PROPOSED EV-2 200DA \ SWITCHBOARD E-3 PROPOSED / ((/�'\�.�� Q r f �Q COMPACTED CLEAN PREPARED SUBGRADE C-l e a1 Bl u e' ' (95%STANDARD INMASTRUQUTiE GROUP GRAVEL PROCTOR) b I I I 1 2 I p L-- Dewberry® e17 PROPOSED CONCRETE PAD CONCRETE PAD DIMENSIONS1'( - p C_4PAD TYPE CONCRETE L W t (THICKNESS)( p/ - p EQUIPMENT 4000 PSI 12'-0'12'-5' B• 148.e S.F. Dewberry Engineers Inc. 0' • SUITE 70099 R STREET BOSTON.MA 02110 V NOTES: PHONE:617.695.3400 V)0Z FAX:617.695.3310 P, _ - - - 1. CONTRACTOR TO SLOPE PAD BETWEEN 0.5% TO 2% TO PROMOTE POSITIVE DRAINAGE. ARROW SHOWN ON DETAIL 1,THIS SHEET, IS DESIGN INTENT OF DRAINAGE. a ° v p� 2. REINFORCEMENT SHALL MINIMUM A 3' MIN FROM EDGE OF CONCRETE (U.N.0). - OF Nf' ° - 3. UNDISTURBED SOIL TO MEET IBC MINIMUM SPECIFICATIONS. ,sG,, Ju PROPOSED TREX FENCE 4. SEE CONCRETE NOTES ON SHEET GN-3. 1,2 (SEE SHEET C-9 FOR 0'-8' C-9 POST PLACEMENT AND I 5. REBARAND CONCRETE TO FILL IN AROUND ALL CONDUIT PENETRATIONS FOR POWER CABINETS AND SWITCHGEAR. R SPACING) 12'-5' 6. SWITCHGEAR ANCHORS SHALL BE: 5/8'0 HILTI KWIK BOLT TZ2 SS316 W/ 4' a�I EFFECTIVE EMBEDMENT(4-1/2' NOMINAL EMBEDMENT) (OR APPROVED EQUIVALENT) (TYP,-4) �4,fl Q875 �faa ENLARGED PROPOSED EQUIPMENT LAYOUT CONCRETE PAD DETAIL 09/03/24 SCALE 1•=4'FOR ll'xl7• I SCALE N.T.S. 2 1'-2'FOR 22'x34- 0' 2' 4' 1 DRAWN BY: JG EXISTING GRATE CHECKED BY: DER APPROVED BY: HJ PROJECT$: 50165658 EXPANSION y JOB 50150351 1'REBAR FOR BAG I I I RESTRAINT REMOVAL FROM INLEF (REBAR NOT I I I I I INCLUDED) SUBMITTALS REV. DATE DESCRIPTION FOAM OVERFLOW SK i DUMPP LOOPS LOOPS (REBAR NOT d INCLUDED) OFo� a 0 1 1 09/03/24 ISSUED FOR FINAL 0 107/16/241 ISSUED FOR FINAL 2' HOT BIT. SEAL AT SAW CUT A 03/20/24 ISSUED FOR 9OX REVIEW PAVEMENT SEAM SURFACE COURSE 2% SLOP (TYP-) INSTALLATION DETAIL E EXISTING (SEE NOTE 1) SURFACE -d SITE NAME: 6-8' COMPACTED NYSDOT TYPE ABC ' + _ NOTES: STONE (IOOX STD. PROCTOR) EXISTING NYPA — SOUTHOLD BASE (SITE NUMBER: 701192) (TYP.) °-e 1. THIS TEMPORARY PROTECTION FOR EXISTING 6' MIN. COMPACTED SUBGRADE (100% STD..PROCTOR)_III-I - CATCH BASIN INLETS TO BE REMOVED BY SITE ADDRESS: _ CONTRACTOR AFTER COMPLETION OF WORK. \ ° 54375 MAIN ROAD NOTE: a 2. DETAIL SIMILAR FOR ROUND INLET. SOUTHOLD, NY 11971 1. MAINTAIN EXISTING DRAINAGE PATTERNS. SLOPE TOWARD EXISTING STORM DRAIN. ASPHALT PAVEMENT DE� SHEET TITLE SCALE: N.T.S. - ENLARGED PROPOSED CATCH BASIN INLET PROTECTION DE� EQUIPMENT LAYOUT SCALE N.T.S. SHEET NUMBER C-4 1'-t o'• 0'-6' 0'-6" 0'-1 o" electrify america ° AIR ACCESS ELECTRIFY AMERICA,LLC KEEP CLEAR 1'-2,• PROPOSED 1/2"0 HILT[ KWIK BOLT TZ2 2003 EDM NDRESTON,EY DRIVE, SUITE 200 RIVE (TMP') SS316 W/ 3-1/4" EFFECTIVE EMBEDMENT no 0 CABINET OUTLINE (3-3/4" NOMINAL EMBEDMENT) W/ AIR OUTLET OVERSIZED WASHER (TYP.-4) KEEP CLEAR PROPOSED 316 HILT] KWIK MOUNTING PLAN UTILITY ACCESS 2_p• ^ ��i BOLT TZ2 EFFECTIVE WM 3DMENT �d•`. to EFFECTIVE EMBEDMENT PROPOSED (3-3/4" NOMINAL EMBEDMENT) MOUNTING atPEAST eTUC1 d9E•ep00P BOLLARD W/OVERSIZED WASHER 5'-0' AIR VENT STUD LOCATION �/%f/%%/ (2) 4' C-5 (LARD) (TAP.-4) 1'- CONDUITS c 1'-7• 1'-10" 1'-7• �•{ 1'-0" I I m • • • i +A A� • •• • Air Flow -_ "� Clearance ce (Typ.) OUTLINE0 4 / //X i , I I ^ Dewberry® ❑ a j% %/„•� N N i Dewberry Engineers Inc. ml _•"F• •`• - I / rj ACCEESS 99 SUMMER STREET AIR /�% SUITE 700 �s+•• _• 0•_6•• - I I BOSTON,MA 02110 VENT 0'-5" Tn (TAP.) PHONE:617.695.3400 •• (4) 3", (2) 1•,. - FAX:617.695.3310 CONDUITS 1'-8" "' "•" AIR D-2' 0'-B• SEE NOTE 5 e PROPOSED •10•MAX. 0'-6' PROPOSED 1/2"0 HILTI KWIK BOLT TZ2 0'-2" INLET BOLLARD PLAN (TYP.) (TYP.)� 0.TAP- 0_5 n.P• SS316 W/ 3-1/4" EFFECTIVE EMBEDMENT _ Existing (TMP) 0'-7' ( ) (3-3/4" NOMINAL EMBEDMENT) 0�-3�� e`ti OF N`•y Grade - _ - _A_ = Existin Grade - ° _ - W/OVERSIZED WASHER (TYP.-4) /��+•V.�, ,f(JS�, �� 7-7 _ - - s = -• - NOTES: 12• MIN. • r"•;a. •" - - _ _ - �- _4" /'_-" •,`- =� _ _ .< C NCRETE _ •a -•-` _ -"�, - 3• FOUNDATION 1. BOLLARD IS FOR WARNING PURPOSES ONLY. _ _ _ _ CONDUIT O REBAR OVERLAP • -•- _ - - _ _,a•' _ - a - (TAP.) _ -- _ r TOP & BOTTOM _•A=_ °_° - - _ - a ,_ _ PLAN A l A, z 2. CONTRACTOR TO ENSURE BOLLARD & SIGN PLACEMENT DOES NOT (TYP.) •-__ _ _ _ "-- W •.yi�_ - _ _ a - • _ h 2 _ #5 O g• O.C. RESTRICT CHARGER DOOR SWING. y a/ • � _.A- - - _' •� I o - CABINET WEIGHT= 1655 LBS "- "•A• •_ J• M W _a_--c EACH WAY CC n __ -. 3. TOP OF DISPENSER PAD TO BE LEVEL WITH EXISTING CURB TO ` _ •- -�' t • _ '-�_ _� ��-- a TOP & BOTTOM PROPOSED - aB7 •�' _ MAINTAIN WALKWAYS AND AVOID TRIPPING HAZARDS. 2•_5• 2 A 5 •-X _ (EQUALLY SPACED) CONCRETE a 'r "`a •• _4! - _ - 2'-6• FOUNDATION - - -A ••• • �- - - 6• CLEAN COMPACTED 4. SEE BTC POWER INSTALLATION AND USER'S MANUAL PAGE 17 FOR 09/03/24 COMPLIANCE TO ADA STANDARDS. 7 • _ - ._ _ - 4 .• GRAVEL(TYP.) FRONT 3-(7YP) 5. CONTRACTOR TO ADD PERMANENT NUMBERING, CONNECTOR TYPE AND EMERGENCY CONTACT LABELING TO EACH TOWER & DISPENSER. DRAWN BY: JG FRONT SIDE COORDINATE LABEL MATERIAL WITH ELECTRIFY AMERIC& LLC MANAGER" #5 EACH WAY BTC DC FAST CHARGER DISPENSER FOUNDATION DETAIL 6 PER MANUFACTURERS SPECFICATIONSCONCTOR TO SEAL BOTTOM OFS AND SRECOMMENDATIONS.AND TOWER BINETS CHECKED BY: DER BTC DC FASTER CHARGER POWER CABINET FOUNDATION DETAIL TOP & BOTTOM SCALE 3/8'-1' FOR 11•x17' 1 7. CONDUIT NOT SHOWN FOR CLARITY. SCALE: N.T.S. 2 APPROVED BY: HJ (EQUALLY SPACED) 3/4'=1'FOR 22x34' 0' 1' 2' 3• B. CONTRACTOR TO FIELD VERIFY THE ANCHOR SPACING PER PROJECT$: 50165658 MANUFACTURER'S INSTALLATION MANUAL JOB d: 50180381 ANSI Z535.2-2017 YELLOW SUP COVER ANSI Z53 SUBMITTALS YELLOW SUPP COVER OVER C REV. DATE DESCRIPTION 3" SCHEDULE 80 STEEL PIPE FILLED WITH CONCRETE 3" SCHEDULE 80 STEEL PIPE FILLED WITH CONCRETE NOTES: MO.39"xO.59" SCREW b M0.39"x0.59" SCREW o 1. BOLLARD IS FOR WARNING (LARD-3) I (TYP.-3) FOUNDATION 7.5'• 1.5" EQUIPMENT.PURPOSE ONLY. LA 09/03/24 ISSUED FOR FINAL N 2. BOLLARD DETAIL FOR BOLLARDS 07/15/24 ISSUED FOR FINAL DISPENSER Existing Grade AROUND ELECTRIFY AMERICA 03/20/24 ISSUED FOR 90% REVIEW 3. CONTRACTOR TO PROVIDE (2) 6' LONG, 1/2" THICK FOAM SITE NAME: •I" ;I •' STRIPS CROSSED OVER TOP OF -• I -I- - .I:.>'I STEEL PIPE TO STABILIZE SLIP NYPA - SOUTHOLD NOTES: < > �_ n:1" .I'_ (3) $3 0 12" ;I 3„ COVER. 1. BOLLARD IS FOR WARNING - _•_"_-I._-I"_; k.�I..: (SITE NUMBER: 701192) , PURPOSE ONLY. `• _P -I- :t':,I' (3) $3 ® 12" �I o SITE ADDRESS: 2. BOLLARD DETAIL FOR BOLLARDS --_ -= a F%I-z �j TIE BAR 54375 MAIN ROAD AROUND ELECTRIFY AMERICA EQUIPMENT. _-�.•__ =el=-.I (5) #4 VERTICAL REBAR •••I "I C�\�120 SCREW SOUTHOLD, NY 11971 3. CONTRACTOR TO PROVIDE (2) - .: 'L•• ) .••I•• I: 6' LONG, 1/2" THICK FOAM -" f •-� .•I•�;I SHEET TITLE STRIPS CROSSED OVER TOP OF CONCRETE •"'•I••.1;,•• STEEL PIPE TO STABILIZE SUP _ _ CONSTRUCTION COVER. "" - 3" DETAILS I SHEET NUMBER DISPENSER WARNING BOLLARD DETAIL WARNING BOLLARD DETAIL__04 SCALE N.T.S. `� SCALE: N.T.S. 1 _/'�—5 9, NOTE: . CONTRACTOR SHALL SELE m i i i i 1 REFER TO SHEET C 3) CT APPROPRIATE elecfrif SIGN(S) BASED ON PROPOSED SIGN LOCATION I PROPOSED LIGHT * FIXTURE ® a/ / l G/ I ca PROPOSED SIGNAGE ELECTRIFY AMERICA.LLC (SEE NOTE 1) 2003 EDMUND HALLEY DRIVE,SUITE 200 RESTON,VA 20191 BRACKET&ARMATURES AS EVolve NY RECOMMENDED BY SIGN FABRICATOR BASED ON ALUMINUM, SIGN PAINT FRONT, C'Qar 4'✓! REQUIREMENTS AT EACH LIGHT BACK &ALL RETURN EDGES TO ` �j �4rle Aloe, POLL MATCH PT-1 12" R1/2" INMASMUO URE GROUP (TYP.) (TYP.) - PROPOSED LIGHT POLE • • (VERIFY CONDITION AT EACH a LOCATION) 2„ o Dewberry® (TYP.) p NOTES: Dewberry Engineers Inc. 99 SUMMER STREET N� 1. LIGHT POLE BANNERS: WL CONCEPTS & PRODUCTION, SURE 700 N • • : DIGITALLY PRINTED VINYL INC. RIGID ALUMINUM BANNER OR EQUAL (1'-6• X WRAP APPLIED OVER BOSTON,MA 02110 a 4'-5" MAX BANNER DIMENSIONS) SOLID SQUARE PHONE:617.695.3400 FACE ONLY STOCK SIGN POST FAX:617.695.3310 2. SPEC DETAILS: VINYL MESSAGING & ARROW V+/ END CAP -PAINTED .125 ALUM. C0104 WHITE DOUBLE $°' APPLIED OVER WRAP. PROPOSED BANNER SIDED FLAG MOUNT PANEL MECHANICALLY FASTEN TO (SEE NOTE 1) EXISTING LAMP POST MATCH 3M REFLECTIVE WHITE -GRAPHIC IS FIRST SURFACE APPLIED DIGITAL PRINT FINISH -WING4 WING SIGN SURFACE-LOGO/CAR FIRST APPLIED / S TRAPPRIN�D VINYL GRADE �� JU •V�Q ADJUSTABLE STRAP\ REQUIRES (3) PER PANEL `" CO 3. ALL DIMENSIONS SHOWN MUST BE VERIFIED TO BE COMPLIANT WITH LOCAL/MUNICIPAL CODES AND it: n u' r Z NY Power APPROVED BY AUTHORITY HAVING JURISDICTION OVER .. _ *R Authority SIGNAGE PRIOR TO FABRICATION. o 4. REFERENCE FULL SIZE ART FILE FOR DETAILED RIGHT ARROW LEFT ARROW WITHOUT ARROW 4000 PSI ! _ a �QA Qrg7$ DIMENSION & SPECIFICATIONS. CONCRETE �ONP•v NOTES: 5. DIMENSIONS SHOWN HERE MAY VARY BASED ON - O9/03/24 CONDITIONS AT EACH LOCATION. 1. ORIENT ARROW TO PATH OF TRAVEL. - o= 6. CONTRACTOR TO COORDINATE W/ NYPA FOR HEIGHT 2. SIGN SHALL BE INSTALLED BELOW ALL GRADE & LOCATION OF PROPOSED BANNER. OTHER PROPOSED SIGNAGE. 1'-0. DRAWN BY: JG LIGHT POLE BANNER SIGN DETAIL EVOLVE NY CHARGING STATION SIGNAGE DETAIL �1 EV PARKING SIGN DETAIL �z� CHECKED BY: DER SCALE: N.T.S. I SCALE N.T.S. L SCALE N.T.S. J APPROVED BY: HJ PROJECT T. 50165658 JOB g: 50180381 12„ SUBMITTALS 6•. REV. DATE DESCRIPTION (TYP-) b UN PARKING 1 PARKING 1 PARKING WHITE LETTERING VAN EXCEPT EXCEPT EXCEPT ON RED SIGN 1 09/03/24 ISSUED FOR FINAL ' - o: 0 07/15/24 ISSUED FOR FINAL im WHILE WHILE WHILE MAIN BRE KER A 03/20/24 ISSUED FOR 90% REVIEW CHARGING CHARGING CHARGING FUNCTION AS EMER ENCY ADA-VAN � EMERGENCY m DISCONNECT/ SITE NAME: �� tl�lllllllllll� DISCONNECT FOR b MAIN BREAKER NYPA — SOUTHOLD ,2• POWER TO CHARGING LOCATED INSIDE (SITE NUMBER: 701192) SITE-ADDRESS: NOTES: STATIONS 54375 MAIN ROAD 1. BOTTOM OF SIGN SHALL BE INSTALLED 58" ABOVE GRADE. NOTES: o'—s• D•—to• SOUTHOLD, NY 11971 DESIGNED • t. BOTTOM OF SIGN SHALL BE INSTALLED 66"ABOVE GRADE. to `ol DISABLED A = ! 2. SIGNS ARE TO HAVE A BLUE SHEET TITLE RETROREFLECTIVE BACKGROUND 2. CONTRACTOR TO CONFIRM WITH MUTOD SIGNS R7-113. NOTE NOTE WITH WHITE RETROREFLECTIVE USE LAST LETTERS,ARROW, AND BORDER. 3. SIGNS ARE TO HAVE A WHITE RETROREFLECTIVE 1. TO BE PLACED BY THE MAIN 1. TO BE PLACED ON OUTSIDE OF SWITCHBOARD CONSTRUCTION BACKGROUND WITH RED RETROREFLECTIVE LETTERS, BREAKER INSIDE SWITCHBOARD. SECTION HOUSING THE MAIN BREAKER. DETAILS II ARROW,AND BORDER. DISABLED ACCESS & ACCESSIBLE SIGNK_,_'� NO PARKING EXCEPT WHILE CHARGING SIGN EMERGENCY DISCONNECT SIGN DETAIL �� SHEET NUMBER SCALE N.T.S. Y SCALE N.T.S. fj SCALE N.T.S. V C-6 '�V electrif amenca ELECTRIFY AMERICA,LLC 00 2003 EDMUND HALLEY DRIVE.SUITE 200 RESTON,VA 20191 PLAN CleA' EBlue !NptrhSTFii[0Rf G9gLP N n 2,.8• ,Dewberry Dewberry Engineers Inc. 99 SUMMER STREET SURE 700 LITHONIA LIGHTING/ RSX LED SIZE 1 LED AREA LUMINAIRE BOSTON,MA 02110 LITHONIA RSX1 LED P1 30K R2 MVOLT RPA W/ EGS SHIELD PHONE:617.695.3400 PHOTOCELL' DLL127F 1.5 JU FAX:617.695.3310 ELECTRICAL LOAD: SOW 0120VAC LITHONIA LIGHTING ANCHOR BASE POLE RSS 20 4-5B DM19AS FDL11-6B DBLXD G OF N=� N NOTES: 1. 20' POLE MAX 3'-O"ABOVE GRADE MAX WITH 4.5' ROUND O STRAIGHT STEEL POLE. MAX WEIGHT OF POLE AND LIGHT: 160 o LBS MAX EPA OF LIGHT FIXTURE 1.7 SF. ate! N w N 2. LIGHT POLE AND ANCHORAGE DESIGNED AND PROVIDED BY a OTHERS. z F w Jw'o o STUB UP PVC CADWELD 09/03/24 arc 1/Y INTO HOLE CONNECTION SEE APPROVED TREE ~�` PRESERVATION PLAN FOR m REBAR TIES DRAWN BY: JG REQUIRED RADIUS OF 03" O.C.,TOP GALVANIZED STEEL ANCHOR BOLTS TREE BARRIER (TYP. OF B) CHECKED BY: DER (SUPPLIED BY POLE MANUFACTURER) I I I I 1' CHAMFER APPROVED BY: HJ I I I I . 4000 PSI MINIMUM CONCRETE PROJECT�: 50165658 d e RUBBED FINISH ABOVE GRADE C V JOB 111: 50180381 e a m n • SUBMITTALS REV. DATE DESCRIPTION • ONE FOOT FOR EACH GRADE INCH OF TRUNK DIAMETER • e OR 1/2 HEIGHT OF TREE / d WHICHEVER IS GREATER z� • d 71�14 HEDULE 40 PVC IN PLAN VIEW OF R00T ZONE ° e • BASES w • FOR PRUNING SEE DEAD TREES AND SCRUB OR j N #4 BARE COPPER GROUND WIRE UNDER GROWTH SHALL BE 6' MINIMUM WIDTH • INTERNATIONAL SOCIETY OF • FROM GROUND ROD STUBBED UP CUT FLUSH WITH ADJACENT FOR 2' CAL.TREES a 6' BARK MULCH, • d ARBORICULTURE SPECS OR SMALLER o PLACE BARK 9 • THROUGH BASE 18' 1 09/03/24 ISSUED FOR FINAL GRADE. NO GRUBBING ALLOWED UNDER DRIP LINE MULCH AT AREAS 0 07/15/24 ISSUED FOR FINAL NOT PROTECTED • BY BARRIER • 2'-O' A 03/20/24 ISSUED FOR 90% REVIEW e ° BOND $4 COPPER GROUND WIRE TO o • e e• ° REBAR SITE NAME: o ^ • • e 3' NYPA — SOUTHOLD ° • e #4 HOOPS 0 12. O.C. (SITE NUMBER: 701192) L I I�I I C I I—III- de a TREE LIMB REMOVAL SITE ADDRESS: A e e A 54375 MAIN ROAD 2'x4' STANDARDS + 1'x4' °• • RAILS OR ORANGE SAFETY • ° 9 8 #6 SOUTHOLD, NY 11971 FENCING MAY BE USED 3' MIN. e e • SHEET TITLE ° • CONSTRUCTION 2'-0' SECTION A-A DETAILS III DRILLED PIER LIGHT POLE, BASE AND FIXTURE DETAIL SHEET NUMBER TREE PROTECTION DETAIL �� 1 SCALE'N.T.S. I SCALE N.T.S. r�7� 76% r��.��y�, -1 r�� y�, � r�� p�y� r7z6-,. b .a. L�`J L Cam`J -0. L CJ_ �- `4 O o O o O o O 1V0 BASED ON FIELD REVIEW AND CONFIRMATION OF PAVING lectrify VVV VV VV TYPE; PROVIDE SEALMASTER OR APPROVED EQUAL FOR �y�^�'^maUy PARKING STRIPING AND COLORED PAVEMENT. C.I G ` 2. DETAIL SHOWN AS SCHEMATIC. REFER TO PARKING STALL ELECTRIFY AMERICA.LLC LENGTHS AND WIDTH ON SHEET C-3 ENLARGED SITE PLAN. 2003 EDMUND HALLEY DRIVE,SURE 200 RESTON,VA 20191 3. LOWER SIDE OF MARKING SHOULD BE ALIGNED WITH END OF THE PARKING SPACE. 4. THE CENTER OF THE TEXT SHALL BE A MAXIMUM OF 6 INCHES FROM THE CENTERLINE OF THE VEHICLE SPACE. INFRA51RUtiURE 6R00° EV CHARGING EV CHARGING EV CHARGING EV CHARGING EV CHARGING EV CHARGING 19Dewberry® ONLY ONLY NLY ONLY ONLY ONLY Dewberry Engineers Inc. 99 SUMMER STREET 4" WHITE STRIPE AT 45',-7-- B" MIN. HEIGHT SUITE 700 3' MAX ON CENTER WHITE LETTERING 4" WHITE STRIPE BOSTON,MA02110 EV PAVEMENT MARKING DETAIL �� FAX 617695.331340D SCALE. N.T.S. NATIVE SOD CONCRETE SIDEWALK(MATCH NOTES: EXISTING WHERE NEEDED) L 6 ML YELLOW Existing Grade WARNING TAPE 1. IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL,EXCAVATED MATERIAL MAY BE _ \ USED FOR BACKFlLL. STONE BED (MATCH 2. IF NOT,PROVIDE CLEAN,COMPACTIBLE MATERIAL COMPACT IN 8"LIFTS. REMOVE ANY /`�'`v �uST �0 LARGE ROCKS PRIOR TO BACKFlLUNG.CONTRACTOR TO VERIFY LOCATION OF EXISTINGO- `\ EXISTING) U/G UTILITIES PRIOR TO DIGGING. NATIVE BACKflLL MINIMUM CENTER TO CENTER 3. CONCRETE ENCASE CONDUIT WHEN TRENCHING UNDER 517E ACCESS ROAD. CONDUIT SPACING o \�\ CLEAN GRANULAR BACKFlLL 4. ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED wa 6' LIFT MAXIMUM,PLATE AC(PRIMARY) 7.5'O.C. BY THE CONTRACTOR TO PRE CONSTRUCTION CONDITIONS OR BETTER. Z T /\ TAMP (1/2') 959 5. MAINTAIN 12"SEPARATION MIN.BETWEEN AC OR DC CONDUCTORS AND QA 087�j COMPACTION MIN. AC(SECONDARY/FEEDERS) 7.5'O.C. COMMUNICATION CABLES. - UNDISTURBED SOIL \\\' (TYP) \ /\ DC (POSTS) 7.5'O.C. 6. CONFIRM ALL DEPTHS W/UTIUTY& NEC PRIOR TO CONSTRUCTION. 09/03/24 HAND TAMPED 1/2" 6" 6" PER TABLE GRANULAR BACKFlLL PER TABLE CONDUIT(TYP.) (SIZE& DRAWN BY: JG NUMBER PER SCHEDULE) MILL AND REPLACE WITH 6 ML YELLOW EXISTING BRUMINOUS PAVEMENT SURFACE Existing Grade SAW CUT AVEMENT ASPHALT SURFACE CHECKED B DER COURSE, (2') I-5 NATIVE SOD EXISTING GRADE WARNING TAPE 12' 12'�i 2' MAX EXISTING PAVEMENT ASPHALT EXISTING PAVEMENT APPROVED BY: HJ 12" 12" TED A I�I—III III PROJECT�: 50165658 =-- U THOROUGHLY III I rn -1 = = I =III=1 w o JOB/: 50180387 Z COMPACTED l o:z _ „� —I —I 1—III—I I —I I _ } - I-___ - 1= I= =1 11=III=III — I I IEIIElII= �� BACKFlLL F-I I—I � -=-__-=__=____-=_-___=-=-=_-=-_-- REPLACE EXISTING BASE WITH >ii _ BITUMINOUS PAVEMENT BASE vwi UNDISTURBED SOIL =III=III III=III— _—NATIVE BACKFlLL w o i—III— - I I=III=1 11= -------- UNDISTURBED I I COURSE: (a")1-2 _ �Z -- SUBMITTALS (TYP.) I I I-I I I —_ III; >w -i I I-III --- III-III-I' =_—IIIa Cj C7{JC II- w UNDISTURBED SOIL = —, REV. DATE DESCRIPTION DENSE GRADED — — III—I I(- .N-. I= (TYP.) AGGREGATE BASE CLEAN GRANULAR -- UNDISTURBED I COURSE 6" -1 —III C it—_I BACKFlLL 6" LIFT — — I Y p 7 aaa I MAXIMUM, PLATE TAMP _ _ - I I—III= FLOWABLE FILL SOIL(TYP.) PER TABLE I I I (1/2"), 95% - I I—III —__ -III-I SHEETING AND CONDUIT(TYP.) (SIZE& COMPACTION MIN. —III — I —I I I BRACING AS REQUIRED B. 6' NUMBER PER SCHEDULE) HAND TAMPED 1�2' I—III 11_ CONDUIT(TYP.) (SIZE& GRANULAR BACKFlLL (-»- NUMBER PER SCHEDULE) PER TABLE 6' 6' 1" MIN OF GRANULAR BACKFlLL 6" 6' 1 09/03/24 ISSUED FOR FINAL VERTICALLY AND HORIZONTALLY 0 07/16/24 ISSUED FOR FINAL TYP. BURIED CONDUIT TRENCH DETAILS BETWEEN CONDUITS 1" MIN OF FLOWABLE FILL A 03/20/24 ISSUED FOR 90% REVIEW SCALE N.T.S. 2 VERTICALLY AND HORIZONTALLY BETWEEN CONDUITS SITE NAME NOTES NOTES NOTES 1. ASPHALT SHALL COMPLY WITH STANDARD DOT OR LOCAL JURISDICTION SPEC. FOR HMA SURFACE COURSE. NYPA - SOUTHOLD (SITE NUMBER: 701192) 1. CONDUITS SHALL BE BURIED BELOW FROST LINE AND IN COMPLIANCE WITH 1. ANY EXCAVATION LEFT OPEN NEEDS TO BE FENCED, BARRICADED, OR TRENCH PLATED TO INSURE 2. ANY EXCAVATION LEFT OPEN NEEDS TO BE FENCED, BARRICADED, OR TRENCH PLATED TO INSURE THE LOCAL AND NATIONAL CODE REQUIREMENTS. THE SAFETY OF THE GENERAL PUBLIC. SAFETY OF THE GENERAL PUBLIC. SITE ADDRESS: 2. REFER TO CONDUIT AND WIRE SCHEDULE ON E-1 FOR CONDUIT AND WIRE 2. ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE 3. TRENCH DEPTHS ARE REQUIRED TO BE 2'-0" MIN. OR 6" BELOW FROST LINE PER LOCAL JURISDICTION 54375 MAIN ROAD REQUIREMENTS. CONTRACTOR TO PRE CONSTRUCTION CONDITIONS OR BETTER. REQUIREMENTS. SOUTHOLD, NY 11971 3. INSTALL DOTTIE DUCT SEAL COMPOUND PC 6130 (CAT NO. LHD1) (TYP 3. TRENCH DEPTHS ARE REQUIRED TO BE 2'-0" MIN. OR 6' BELOW FROST LINE PER LOCAL 4. ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR FOR ALL CONDUITS FOR CHARGER CABINETS AND DISPENSERS). JURISDICTION REQUIREMENTS. TO PRE CONSTRUCTION CONDITIONS OR BETTER. SHEET TITLE 4. REFER TO SHEET E-2 & E-3 FOR CONDUIT STUB LOCATION. 4. EXACT NUMBER OF CONDUITS SHALL BE DETERMINED BY SHEET E-1 & E-2, EXACT CONDUIT 5. EXACT NUMBER OF CONDUITS SHALL BE DETERMINED BY SHEET E-1 & E-Z EXACT CONDUIT PLACEMENT PLACEMENT IN TRENCH SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD BASED ON IN TRENCH SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD BASED ON PHYSICAL CONSTRUCTION PHYSICAL MEASUREMENTS AND JURISDICTIONAL REQUIREMENTS. MEASUREMENTS AND JURISDICTIONAL REQUIREMENTS. DETAILS IV CONDUIT NOTES TYPICAL NON—UTILITY CONDUIT UNDER SOIL TRENCH TYPICAL NON—UTILITY CONDUIT UNDER ASPHALT TRENCH SHEET NUMBER SCALE N.T.S. '3 SCALE. N.T.S. SCALE: N.T.S. J ^—8 �XaSecluslons0 F,orte�•Hoight;S' '1 °SBclusions® EzplodedView SS�i/® SecIUSPOnS®7 Gattes j asecluslons� FoiicingGateHardwa'rc+t COMPOSITE FCNC-SYSTEMS COMPOSITE FENCE SYSTEMS - 1 elec�rify ..II COMPOSRC FENCE SYSTEMS COMPI CFENCCSYSTEMS ENGIE GATE LATCH SNGLECATESTRKER f amenca —T SIOE VIEW STANDARD PANEL LARGE PANEL I tBK•—� �a � ELECTR2003 EDMU DI HALLEY DRIVE,SURE 200 T ('—a4 —� �e3'/�'--I 6-)%-,-II---0 � i i �,�I `I� RESTON,VA 20191 i �a ClearBlue' F a 8116' Hd d / i DOUBLE GATE LATCH DOUBLE GATE STRIKER I FseY•' \ 816'—••� °i°� L„ay.i a• � It,PRASFRtiCT UF[GROUC � 111{{{ SINGLE GATE OPENING DOUBLE GATE OPENING 1 GALVANIZEDDewberry® I,} 46 Y.'em.�,- B1 Y.'•,.�..� GALVAND STEEL GATE ADJUSTABLE H:NOE DROP�DASSFJABLY tri%'..�„ .II F ,90%•.,�...—_------1 POST STIFFENER „ Dewberry Engineers Inc. TT 1. Cmia� p - .F 31Y{•- .1316'{- j 99� SUMMER STREET 3v 3)VT,L tY 3} SUITE 700 :t; 1• BOSTON,MA 02110 An PHONE:617.695.3400 OPTIONAL: GATE HANDLE FAX 617.695.3310 — - _ - _ -<_ ANTFBAGCABLEIOT at 19R2 nmEa. / Lw°x ei�• t• L e6leLLAlpxi°ae,AIRElE61fR Pm1 .-� I! .aii,• ..c,x 1 Awe, - -:,::,' - ,BC WNUFACL°R8r30RtIFMATpI - :— ilE7ERTOTM `avepimmmiVi Twm 0\ .- . C°16TRIICf16N f16M1.13ND ::%� ,..sr.uwnaro¢w.slaTrawx •::•' 2Y. 2 FRttUtf ufGLeu1WN 1 ;.'`; ne,t 1•= �`I alwLvew,mroxxa ,_�_� PRooccr�xo f/ � 1C�,} 'Pleat'�K z ILL1N°LSIo mso»�a ��/ 0 � aem r* a°"'i.: 708• ®G Qf" q��/ ...7; Lr F?;r. Arta s�oa , rr.� uemx�twsm<e r.au a w• L "-01� 90 AemCvun L,.,''. a GI�N£�ILTMINAMEtl1®MFRv.L 11C 9gLtIaE IIe W) wet �rLe , ,u• °�•° - Bo•.a.n R, 1••,:,... .t,u.ema - y77()(r eu:wx®6tFaaFaArE ,.wLtRFsa,rwimr•aa®,uAQP°N@A m.rt aruaard �. 1[]xa6tr f fOta' etmB ir:`. 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T@c F e n c i n g CDs ,�•T 3B•,L BPDB �o Qg� FEHCL D45TPoDlRORS COMPOSRE FENCE SYSTEMS G 7i�eeex'F e n c i n COMPOSITE FENCE SYREM.S 101i•�"�"^"�'�"'�Y"` � a•"a•'•'� 5 FEtaCE DISTRtOl1TOR5 COMPOSRE FENCE SYSTEM$ FENCE DISTRISVTORS COMPOSITE FENCE SYSTEMS FRICE DISTRI3IROR5 A ey� �p�1P 09/03/24 TREX FENCING DETAILS(1 DRAWN BY: JG SCALE: N.T.S. CHECKED BY: DER TREX SECLUSION COMPOSITE FENCE APPROVED BY: HJ (SUPPLIED BY CONTRACTOR) PROJECT 111: 50165658 TREX FENCE POST(TYP.) JOB J: 5O180381 SUBMITTALS REV. DATE DESCRIPTION 0 3-1/2'X3-1/2'X3-1/16' in n A35 STEEL TUBE INSERT I I I I I I (TYP.) II II II II II II II II z I II II II Q3 REBAR HOOPS O I I I I fO I I 12' MAX. SPACING 1 09/03/24 ISSUED FOR FINAL II II I II 0 07/16/24 ISSUED FOR FINAL i� 11 II II CADWELD A 03/20/24 ISSUED FOR 90%REVIEW II II 4' MIN. II CONNECTION (TYP.) II II GRADE �C//\� //• I 1 \ �/ \ Vi�/�// I I \� SITE NAME: NYPA - SOUTHOLD (SITE NUMBER: 701192) a. SITE ADDRESS: -I I 1'-6'0 CONCRETE = 1L111, #6 BARE COPPER GROUND I 1 _- -- 54375 MAIN ROAD FOOTING (TYP.) WIRE TO GROUND SYSTEM - ,. s• SOUTHOLD, NY 11971 (TYP.) (TYP.) .-I�• 8—O' ••I SHEET TITLE , MAX NOTES: 1. COLOR: "WINCHESTER GREY' CONSTRUCTION DETAILS V 2. PICK TRD(SECLUSION COMPOSITE FENCE THAT MEETS THESE REQUIREMENTS: WIND SPEED = 107 MPH TREX FENCING DETAIL 2 SHEET NUMBER SCALE N.T.S. C-9 UTILITY APPROVED i LZ�r el ecfirif METER ENCLOSURE MOUNTED ON MAIN BREAKER 20000.424277V,359 EV-2 SERVICE SWffCHBOARD,65KAIC america PROPOSED SWITCHBOARD UTILITY POLE (BY UTILITY) ELECTRIFY AM HAL PROPOSED UTILITY TRANSFORMER O \`600AF 160OAF 600AF 2003 EDMUND ON,VA DRIVE,SURE 200 1 \\ \` l 1,P of SPARE I RESTON,VA 20191 (FEEDING EV CHARGERS) I ):COAT J 6 COAT J 60JOPT J J 400/277V,JPH Gle6r"BIue M7 - ItIFRA�SRUC LIRE OflOUfi Cy_y_y_1 2 IF GFl 1000A RATED RATED 1 w zI I Dewberry® Z � — — — — Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON,MA 02110 PHONE:617.695.3400 I #3/0 CU FAX:617.695.3310 3 PER NEC 7 250.66 \ / BTC 3fi0 kW BTC 360 kW BTC 360 kW POWER UNIT POWER UNIT POWER UNIT / \` `QF Het/t/ #1 4 Y2 4 03 PROPOSED LIGHT ' ga awc BARE Cu 4 4 Posr(TYP.-1) I GROUNDING Q� p 1 ELECTRODE 5 5 5 5 CONDUCTOR PER Q NEC 250.66(9) 6 6 1. ' 11J 6 6 CONCRETE ENCASED { ELECTRODE PER NEC L~ 250.52(A)(3)OR (2) BTC BTC BTC BTC BTC ,yISPENSER DISPENSER DISPENSER DISPENSER DISPENSER �.2".TCERGROUNDING ELECTRODE 5/8'XB'-O' #6 AWG BARE Cu 1A 1B ZA 2B 3A [S,Cj` PWITH 12'MIN. DEPTH COPPER CLAD GROUNDING ELECTRODE (GEN-IV) (GEN-IV) (GEN-IV) (GEN-IV) (GEN-IV) 09/03/24 GROUND ROD INSTALLATION PER NEC CONDUCTOR PER NEC 250.52(A)(5),250.53(A) &250.68 250.66(A) DRAWN BY: JG CHECKED BY: DER SYSTEM ONE—LINE DIAGRAM �,� SCALE: N.T.S. 1 APPROVED BY: HJ PROJECT J: 50165658 SERVICE ELECTRICAL CIRCUIT SCHEDULE PRIMARY SERVICE LENGTHS AC CONDUCTOR LENGTHS TO TOWERS UTILITY FAULT CURRENT UTILITY S.O.W. RESPONSIBILITIES JOB e: 50180381 LINEAR LENGTH ESTIMATED ESTIMATED SCOPE OF WORK BY: NO: FROM TO CONFIGURATION LENGTH POWER UNIT LINEAR LENGTH TRANSFORMER SIZE: 1500 KVA LENGTH- PROVIDE & INSTALL UTILITY POLE UTILITY SUBMITTALS (3) 1/C-#1/0 AL, 15KV, MV-105 UTILITY POLE TO 80' 165' 1 10, 35' SECONDARY VOLTAGE:480/277V PROPOSED UTILITY PROPOSED UTILITY WITH EPR INSULATION CONCENTRIC TRANSFORMER- PROVIDE& INSTALL 3' RISER CONDUIT UTILITY REV. DATE DESCRIPTION 1 POLE TRANSFORMER NEUTRAL AND 100% INSULATION IN 4' SECONDARY FAULT CURRENT:32.000A CONDUIT+ (1) SPARE 4' CONDUIT TOTAL LENGTH OF WIRE": 495' 2 8' 33' PROVIDE& INSTALL CONCRETE SWITCH & EQUIPMENT [6 SETS] 3 8' 33' ••FAULT CURRENT INFORMATION PROVIDED BY PAD (CONTACT UTILITY& COMPLETE ALL NECESSARY CONTRACTOR PROPOSED UTILITY PROPOSED SERVICE PSEG-U ON 05/10/24. INSPECTIONS) O TRANSFORMER EQUIPMENT: I-LINE PANEL (3) 500KCMIL CU (XHHW-2) & CONDUCTOR LENGTH PER CONDUIT•: 202' PROVIDE& INSTALL CONCRETE TRANSFORMER (2000A 100% RATED MCB) (1) 500KCMIL CU (XHHW-2) NEUT PADS (CONTACT UTILITY & COMPLETE ALL NECESSARY CONTRACTOR IN 4 CONDUIT SECONDARY SERVICE LENGTHS TOTAL WIRE FILLED CONDUITS: 2 INSPECTIONS) PROPOSED SERVICE [2 SETS PER CABINET] ESTIMATED LINE PROPOSED BTC GEN IV LINEAR LENGTH PROVIDE& INSTALL UTILITY TRANSFORMER UTILITY I— O (3) 350KCMIL CU (XHHW-2) & LENGTH TOTAL CONDUCTOR LENGTH: 404' LOAD SUMMARY 1 09/03/24 ISSUED FOR FINAL PANEL(6000. BOX POWER CABINET (TYP.-3) (1) #1 AWG CU GNO (XHHW-2) TRANSFORMER TO PROVIDE BUSHINGS, LOADBRTAK ELBOW TERMINATORS. unuTY 0 07/16/24 ISSUED FOR FINAL RATED BREAKER) IN 4' PVC CONDUIT SWITCHBOARD-: 12' 37' TOTAL LENGTH OF#1 GROUND: 202' CONNECTED LOADS(kVA): AND SURGE ARRESTERS BTC POWER UNIT a 385.58 kVA PROVIDE UTILITY METER W/IN SOCKET UTIUTY A 03/20/24 ISSUED FOR 90X REVIEW LENGTH OF WIRE PER CONDUIT••: 148' [2 SET PER CHARGE POST] z(3) UNITS- 1,156.74 kVA PROVIDE & INSTALL METERING CAN PROPOSED 360KW EA PROPOSED BTC GEN IV (2) 250KCMIL CU (XHHW-2, 1000V NUMBER OF WIRE FILLED CONDUIT: 6 CONTRACTOR Oq POWER CABINET CHARGE POST RATED) DC CHARGING POST LENGTHS VOLTAGE=480V (PER UTILITY STANDARDS) SITE NAME: : 888' (TYP.-3) (TYP.-6) (1) $3/0 CU GND (XHHW-2, 100DV TOTAL LENGTH OF WIRE'•• PHASE=3PHESTIMATED DC PROVIDE& INSTALL PRIMARY TRENCHING & CONDUITS CONTRACTOR RATED) IN 3' PVC CONDUIT POWER UNIT DISPENSER LINEAR LENGTH WIRE LENGTH- TOTAL CALCULATED LOAD= 1,392 A PROVIDE & INSTALL PRIMARY CONDUCTORS NYPA — SOUTHOLD [1 SET PER CHARGE POST] 1A 14' 36, (CONDUCTORS NOT TO BE INSTALLED AHEAD OF CONTRACTOR (SITE NUMBER: 701192) PROPOSED 360KW EA PROPOSED BTC GEN IV (1) MULTIMODE 62.5/125 ST FIBER 1 TRANSFORMER INSTALLATION) POWER CABINET CHARGE POST (1) #16 AWG TWISTED SHIELDED PAIR, NOTES: 1B 24' 46' PROVIDE& INSTALL SECONDARY TRENCHING & SITE ADDRESS: 5 (TYP-3) (COMMUNICATION) (1) CATS & (1) STP CAT 5E • CONDUITS CONTRACTOR (TYP:6) ETHERNET CABLE IN 1.5" PVC AC CONDUCTORS 25 FT IS ADDED TO THE 2A 37' 59' PROVIDE& INSTALL SECONDARY CONDUCTORS 54375 MAIN ROAD CONDUIT HORIZONTAL RUN LENGTH TO ACCOUNT FOR BURIED 2 (CONDUCTORS NOT TO BE INSTALLED AHEAD OF SOUTHOLD, NY 11971 DEPTH &TRANSITIONS.AN ADDITIONAL 60' IS ADDED 2B 47' 69' CONTRACTOR PROPOSED 360KW EA [1 SET PER CHARGE POST] PROPOSED BTC GEN IV FOR THE REQUIRED 30'AT EITHER END FOR UTILITY I TRANSFORMER INSTALLATION) (TERMINATIONS TO BE POWER CABINET CHARGE POST (2) #10 AWG CU, (1) #10 CU EGC IN CONNECTIONS. 3A 60' 12' DONE DURING OUTAGE) 3 PROVIDE PRIMARY & SECONDARY CONNECTIONS AT 8 (AUXILIARY) (TYP•-3) (�,P_6) 1' PVC/HDPE CONDUIT •• ESTIMATED LENGTH OF AI WIRE=SUM OF ESTIMATED 3B 67' 89' TRANSFORMER CONTRACTOR SHEET TITLE LENGTH X III WIRES PER CONDUIT ONE—LINE DIAGRAM Le PROPOSED PROPOSED LIGHT POST (2) #10, (1) #10 G IN 1' PVC/HDPE •" LENGTH OF AL WIRE PER DISCONNECT= ESTIMATED CONDUIT LENGTH: 3B1' SWITCHBOARD (TYP.-1) CONDUIT TOTAL LENGTH OF AL WIRE X III WIRE FILLED CONDUIT TOTAL CONDUCTOR LENGTH 1524' SHEEP NUMBER TOTAL LENGTH OF#3/0 AWG 381' GND & COMM CABLE": E- 1 NOTES (SEE SHEET E-1 FOR WIRE CONFIGURATION) `�elecfrif 1. CONDUIT ROUTING IS DIAGRAMMATICALLY SHOWN ON PLANS AND y ARE ONLY APPROXIMATIONS. THE EXACT LOCATION AND ROUTING america PATHS SHALL BE FIELD VERIFIED AND INSTALLED PER JURISDICTIONAL REQUIREMENTS. ELECTRIFY AMERICA.LLC 2. ALL ELECTRICAL WORK AND RELATED ACTIVITIES PERFORMED ONSITE 2003 EDMUND HALLEY DRIVE,SURE 200 Section II: Concrete Footing I'1'oandation and Pact Installation SHALL BE DONE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE RESTON,VA 20191 THREE PHASE PADMOUNTED'TRANSFORMER SPECIFICATIONS (NEC) STANDARDS BEING ENFORCED BY ALL APPLICABLE JURISDICTIONAL REQUIREMENTS AT TIME OF CONSTRUCTION. * 3. UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK SHALL BE Cle.c.rBlub A The customer shall Ibm6h,Qnstaal own an maintain the concrete footing, COORDINATED WITH THE APPROPRIATE UTILITY ENGINEER TO ENSURE LL 17i shall 1 i al! 'iL it fi ACCURACY OF INSTALLATIONS. ltIPRAS_iRUCTORE OROUP foundation,Pad,ground Pods and all i4rtrllg. 4. THE UTILITY DESIGN DETAILS DEPICTED IN THESE DRAWINGS ARE FOR PROPERTY OWNER REVIEW. THE CONTRACTOR SHALL ,A REFERENCE THE UTILITY DESIGN PACKAGE (UDP), PROVIDED WITH Reference 4. Illustration 1 -page . THE?ISSUED FOR CONSTRUCTION? DRAWINGS FOR BIDDING. THE Dewberry®CONTRACTOR SHALL INSTALL THE UTILITY RELATED SCOPE OF WORK PER UTILITY CONSTRUCTION SPECIFICATION REQUIREMENTS. �� 5. UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK AND Dewberry Engineers Inc. 2. Precast footing,foundation and gad shall 14e obtained only fro8un PSEG LI -, 99 SUMMER STREET C%4D? �i TERMINATION OF SERVICE CONDUCTORS SHALL BE COORDINATED SUITE 700 approved suppliers listed bellows and shall be manufactured according to GAhDE i fi '�141�1 WITH THE APPROPRIATE UTILITY ENGINEER AT TIME OF BO TON,MA02110 �a a a L `��i� I \\ 1\ .OVER PRE-CONSTRUCTION MEETING TO ENSURE ACCURACY OF PHONE:617.695.3400 Specification,, - a "Concrete Pa�Ea".&Foundations!! These �� i INSTALLATIONS. FAX:617.695.3310 specifications are:,issued to the suppliers below and-are mailable to customers,and i 6. TRANSFORMER BOLLARD PROTECTION TO BE INSTALLED PER UTILITY SPECIFICATION. ADDITIONAL BOLLARD PROTECTION MAY BE REQUIRED contractors upon request. I AT THE DISCRETION OF THE UTILITY FIELD INSPECTION PERSONNEL. PRL►ARY GI John Potente&Sons Roman Stone Construction Co. i Yi y��QN 114 Woodbury Road m South 4d,Street �\ � I � � � a: LU Hi+cl sville,NY 11801 Bayshore,NY 11706QOAR (516)935-8585 (031)667-0566 i �i Y �% �s0513'� S111L4fUM I I 1 .+ r PAD GAacndQ a��F>cSSlO'�Py COVER ` Rol 09/03/24 AFCO Precast Gbrp. Coastal Pipeline 114 Rocky Point Road 55 Twomey Avenue � T�J1�D.hTta. � DRAWN BY: JG MiddleryIsla�pn�yd/q,NY 11953 Calvert�o([n�,glO�fy.�Sppt�. 11933 (631)924-7�Ulb (631)369-A��d S vt� ry CHECKED BY: DER FCg1TAC APPROVED BY: HJ PROJECT$: 50165658 Long Island Precast . 20�Stiri2 Road JOB SOIB0351 Brookhaven,NY It 719 NOT TO'SCALE (631)2$6-1624I1 DESCRIPTION SUBMITTALS REV. DATE Illustration#1 Isometric Wieur of Footing,Foundation and Pad Top Preparation of sub-grade for footing and foundation. 1 1, Remove 52"of soil to reach undisturbed earth, 0 ISSUED FOR FINAL 0 07//16/24/24 ISSUED FOR FINAL A 03/20/24 ISSUED FOR 90%REVIEW 2. Install precast footing and foundation. SITE NAME' 3. Install conduits and grout entrances. NYPA — SOUTHOLD (SITE NUMBER: 701192) 4. install plugs or caps on.all unused duct entrances. SITE ADDRESS: 54375 MAIN ROAD 5. Back ill.outside foundation with clean fill,mechanically compacted every 12", SOUTHOLD, NY 11971 DO NOT batckffill inside the foundation. SHEET TITLE ELECTRICAL DETAILS I TRANSFORMER PAD DETAILS SCALE: N.T.S. 1 SHEET NUMBER E-2 LIFTING HOOKS LIFTING HOOKS (REMOVED AFTER GEAR PLACEMENT) (REMOVED AFTER GEAR PLACEMENT) i T-31)2• `electrify ROOF ROOFCAP amenca ELECTRIFY AMERICA.LLC O _ 2003 EDMUND HALLEY DRIVE SURE 200 o • o RONT — — RESTON,VA 20191 NP1 St St 32 S2 F'cl.e:ar6lUP tUPRA51RUC7URE GROUP Dewberry® Dewberry Engineers Inc. 99 SUMMER STREET THIS DOOR SURE 700 PROVIDED WITH BOSTON,MA02110 DOUBLE PADLOCK PHONE:617.695.3400 HASP FAX 617.695.3310 _---_ _—_— --- OT NS - y 2 V Cr ih LU I 37 48'[SHIPPING SECTION] T 39'[SHIPPING SECTION] �h F� 030513•N 4r�LEFT-SIDE VIEW FRONT VIEW ,�, (END SECTION) (EXTERIOR DOORS SHOWN) 09/03/24 SWITCHBOARD SCHEDULE ID TRIP LUG INFORMATION CABLE DRAWN BY: JC DEVICE FRAME #OF CABLE DESIGNATION MANF RATING RATING) POLESDEVICE CAT.NO. CONDUCTOR ENTRY NOTES TYPE QTY. PHASES CITY. NEUTRAL QTY. GROUND TYPE MATERULL CHECKED BY: DER INCOMING - - - - - 5 (1)#2.600 KCMIL 5 (1)926WKCMIL MECHANICAL COPPER BOTTOM APPROVED BY: HJ G.E.C. - - - - - - - - - 2 96350 KCMIL MECHANICAL COPPER BOTTOM A SERVICE SWITCHBOARD - - - - _ _ _ _ - _ _ _ _DOUBLE PADLOCK HASP ON EXTERIOR DOOR PROJECT : 50165658 2000A.,30.4W..4WYMM B 2000A.PSEGLLI _ _ _ - LEPCO-1600-8302-UPA BUS CONNECTED - JOB 50180381 CITCOMPARTMENT 1 -100%RATED -INTEGRAL GROUND FAULT PROTECTION MAIN SERVICE SCHNEIDER 2000A 2000A EBGKDABABNNNNNNN -NEUTRAL SENSOR(CAT.#LV834035SP) SUBMITTALS C DISCONNECT ELECTRIC MTZ LSIG 3 NNNNNNNNWNNNEN BUS CONNECTED - -PAMMICROCKATTLOGIC .OX TRIP UNIT -PADLOCKATTACHMENT REV. DATE DESCRIPTION -ERMS(ENERGY REDUCTION MAINTENANCE SETTINGS) D CONTROLS COMPARTMENT SCHNEIDER 15A 15A 2 BJL26015 FACTORYWIRED DISCONNECT ELECTRIC +� A CONTROLS COMPARTMENT - - - - EVWDLE-001 - - - - - - -FACTORYWIRED 0 CHARGING CABINET SCHNEIDER 600A6� 3 UP386WU31XYP 1 (2)#210-500 KCMIL 2 (1)#2-600KCMIL 2 (1)#63SOKCMIL MECHANICAL COPPER BOTTOM ELECTRIC C CHARGING CABINET SCHNEIDER 600A 600A 3 UP38600031XYP 1 (2)#291.5W KCMIL 2 (1)#2600KCWL 2 (1)#8350 KCMIL MECHANICAL COPPER BOTTOM -PADLOCK HASPS(CAT.0 S32631) LA 09/03/24 ISSUED FOR FINAL ELECTRIC LI -MECHANICAL LUGS(CAT.#ALSODLS52K9) LI 07/16/24 ISSUED FOR FINAL D CHARGING CABINET CHNEIDELECTRIO 8WA SODA 3 UP3NWU31XYP 1 (2)#2M-SOD KCMIL 2 (1)42600 KCMIL 2 (1)#"50 KCMIL MECHANICAL COPPER BOTTOM 03/20/24 ISSUED FOR 90% REVIEW SPACE CHNEI O SODA - 3 L-FRAME - - - - - -ELECT - - - SPACE SCHNEIDER SODA - 3 L.FRAME ELECTRIC - - - - SITE NAME: SPACE SCHNEIDER 600A - a L-FRAME - - - - - - - NYPA — SOUTHOLD ELECTRIC 2 - SPACE SCHNEIDER SODA - 3 L-FRAME _ - - _ _ - - (SITE NUMBER: 701192) ELECTRIC SPACE SCHNEIDER SODA - 3 L-FRAME - - - - - - - - - SITE ADDRESS: ELECTSPARE SCHNEIDER 15A 15A 1 BJL1Wt5 1 (1)#14-3fOKCMIL 1 (1)#14-11OKCMIL i (1)#141/OKCMIL MECHANICAL COPPER BOTTOM - 54375 MAIN ROAD ELECTRIC THER"-YAO SOUTIiOLD, NY 11971 SPARE SECHNFJRIC 15AISA 1 BJL76015 1 (1)#14-3/0 KCMIL 1 (1)014-110KCMIL 1 (1)#14-1PoKCMIL MECHANICAL COPPER BOTTOM - SCHNEIDER - SPACE ELECTRIC 1 B-FRAME - - - - - - - - - - SHEET TITLE SPACE SCHNEIDER 1 BFRAME ELECTRIC ELECTRICAL DETAILS II SPACE SCHNEIDER _ _ 1 BFRAME ELECTRIC WADE SCHNEIDER ELECTRIC SHEET NUMBER EV-2 2000A SWITCHBOARD DETAIL I _Z C SCALE N.T.S. I G J 1w BTCiGEN IV DISPENSER i i i felec FIS 5 1 SPECIFICATIONS FOR ELECTRIC INSTALLATIONS trif ISSUE 4 y PADMOUNT EQUIPMENT GROUND GRID amenca NOTES, I ELECTRIFY AMERICA,LLC L SEE FIG.3 AND SEC,VIII,PAGE 8 OF TEXT FOR ADDITIONAL REQUIREMENTS 2003 EDMUND HALLEY DRIVE,SURE 200 BTC GEN IV POWER CABINET MAIN BREAKER AND SPECIFICATIONS, . RESTON,VA 20191 2,TO TRANSFORMER OR EQUIPMENT GROUND PADS, 3.COPPERCLAD GROUND ROD- 5/8'NOMINAL DIAMETER X 8' LONG. 4.WHEN TWO OR MORE PIECES OF EQUIPMENT ARE INSTALLED WITHIN 10 FT.OF EACH OTHER,ALL GROUND GRIDS MUST BE BONDED TOUTER WITH COMPANY AND NEC.APPROVED CONNECTORS. COPPERCLAD - ❑ �.° ^`E MANUFACTURER-PROVIDED SO PER NEC 250.24(A)(4), UND ROD FdleaA- f r '��eMAIN BONDING JUMPER NOTES INNPRAST0.UC78Rf 6RbOP L83 ❑• �4q ,; 250.28(C),250.8(A)(7) «• '�Y- FACTORY INSTALLED GROUND BAR (TYP.) Z #3/0 Cu 250.6 PER EC Dewberry® GRND I STIR.,BARE Dewberry Engineers Inc. 1'-0' TINWD COPPER 99 SUMMER STREET GROUND CABLE WIRE. SURE 700 I __ TAILS 60 FT,NEEDED0210 III III III III (6 FT.MIN, FOR PADS UP ABOVE PAD) TO SOOKVA, pHONEN61 BOSTO ,M7A695'3400 I II I L _ - - _ _ - _= III #4 AWG BARE Cu 70 FT,NEEDED FAX:617.695.3310 L —- _ -= J L - -— —- - - --J GROUNDING FOR PADS 750 ELECTRODE KVA TO 2500 1 CONDUCTOR PER KVA. NEC 250.66(0) Lo #3/0 AWG CU t Q�� EQUIPMENT GROUNDING 01 AWG CU 4 CONDUCTOR (TYP.) EQUIPMENT GROUNDING ELECTRODE CONCRETE EPERRNEC /P� CONDUCTOR 250.52(A)(3) OR (2) . Co ��Q1jy GI / © GROUNDING ELECTRODE 5/8'x8'-0' •, WITH 12'MIN.DEPTH COPPER CLAD GROUNDING AWG BARE Cu Y GROUNDING ELECTRODE Or GROUND GROUND ROD INSTALLATION PER NEC CONDUCTOR PER NEC t ��'��l s Lu W 250.52(A)(5),250.53(A) do 250.68 250.66(A) p•D S GROUND CABLE TAILS Ciy (6 FT.MIN.ABOVE PAD) SEE NOTE B Oa 0905131 yf� EA GROUNDING SCHEMATIC I FMADE� PIMSH 09/03/24 DRAWN BY: JG SEE NIITE t GRD,CABLE CHECKED BY. DER NOTE 1 CADWELD CONNECTIONS SEE OR ENGINEER APPROVED EQUAL APPROVED BY: Hi I SEE PLAN PROJECT III: 50165658 #4 AWG BARE Cu GROUNDING JOB /: 50180381 ELECTRODE CONDUCTOR PROPOSED CABLE TO REBAR HORIZONTAL SPLICE PARALLEL HORIZONTAL GROUNDING DETAIL CONCRETE NON-METALLIC CONDUCTORS SCALE N.T.S. `� SUBMITTALS PROTECTIVE SLEEVE TEE CONNECTION HORIZONTAL SPLICE OF HORIZONTAL PARALLEL THROUGH CONNECTION SEE NOTE 1 CABLE TAP TO VERTICAL REBAR CABLES OF HORIZONTAL CABLES REV. DATE DESCRIPTION _ TYPE RJ TYPE SS TYPE PT GRADE _ .-_ s - - • _• • • ' _— I-I I I—I III—I NOTES: � =I =III=III=III=III— I I III=III=III=III=III=III III=III=III=III=1 �V' 1. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8 DIAMETER OR LARGER.ALL HORIZONTAL STEEL PARALLEL HORIZONTAL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS,COAT ALL SURFACES II-I I I-I I I-III=III -�,-III-III-i I I-III=III= I I-III=III-I i I- CONDUCTORS WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. I-III-iII=III—III —III-I —� -I —�I —III=III=I �- BURNDY CONNECTIONS SURFACE m ISSUED FOR FlNAL FLAT STEEL SURFACE OR PARALLEL DEAD END TAP OR III-III—III j—�I —I(I- USED - III=I I —I OR ENGINEER APPROVED HORIZONTAL PIPE HORIZONTAL THRU CONDUCTOR 2. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG ISSUED FOR FINAL —III-III— I I—III—�, CONNECTION_ -i EQUAL TYPE HS TYPE PC AND STEEL. COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. ISSUED FOR 90% REVIEW — 3. 2014 NEC 250.121 EXCEPTION: A WIRE-TYPE EQUIPMENT GROUNDING CONDUCTOR PROPOSED CONCRETE INSTALLED IN COMPLIANCE WITH 250.6(A) AND THE APPLICABLE REQUIREMENTS FOR PAD IN DIRECT BOTH THE EQUIPMENT GROUNDING CONDUCTOR AND THE GROUNDING ELECTRODE SITE NAME CONTACT WITH EARTHCONDUCTOR IN PARTS II, III, AND VI OF THIS ARTICLE SHALL BE PERMITTED TO NOTE PROPOSED COMPACTED 08roND o SERVE AS BOTH AN EQUIPMENT GROUNDING CONDUCTOR AND A GROUNDING NYPA - SOUTHOLD 1. REBAR ] TOGETHER WITH STEEL CLEAN GRAVEL JUMPER o VERTICAL PIPE VERTICAL STEEL SURFACE ELECTRODE CONDUCTOR. (SITE NUMBER: 701192) TIE WIREESS OR EXOTHERMIC WELDING FIELD FABRICATED GREEN CABLE DOWN AT 45'TO RANGE CABLE DOWN AT 45' TO VERTICAL STRANDED INSULATED OF VERTICAL PIPES STEEL SURFACE INCLUDING PIPE SITE ADDRESS: TYPE 2-YA-2 TYPE VS TYPE VS 54375 MAIN ROAD CONCRETE ENCASED ELECTRODE DETAIL GROUNDING SOUTHOLD, NY 11971 SCALE N.T.S. 2 SCALE N.T.S. SHEET TITLE COPPER LUGS HORIZONTAL TEE THROUGH CABLE TO GROUND ROD GROUNDING TWO HOLE - LONG TEE OF HORIZONTAL RUN AND BARREL LENGTH TAP CABLES THROUGH CABLE TO TOP OF GROUND ROD SCHEMATIC & DETAILS TYPE YA-2 TYPE TA TYPE GT SHEET NUMBER CADWELD CONNECTION DETAIL G- SCALE: N.T.S. `� ,Too NOTES: S�0 1. SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS BEFORE THE FIRST WINTER FROF. DETERMINE WHEN THE FIRST FROST `electrify i USUALLY OCCURS,AND PLANT THE SOD NO LATER THAN ONE / •• - - MONTH BEFORE THE FIRST FROST. IF THE CONSTRUCTION IS FINISHED LATER THAN ONE MONTH BEFORE THE FIRST FROST, america USE STRAW UNTIL SOD CAN BE INSTALLED. + •� \ - 2. THE CONTRACTOR SHALL RETURN SIDEWALKS, LANDSCAPING, ELECTRIFY AMERICA,LLC PLANTERS, IRRIGATION SYSTEMS,AND ANY OTHER FACILITIES 2003 EDMUND HALLEY DRIVE,SUITE 200RESTON,VA 20191 DISTURBED BY THE WORK TO THE SAME OR BETTER CONDITION THAN EXISTED PRIOR TO THE COMMENCEMENT OF THE WORK. s 3. HAND DIG TRENCH IN PROJECT LOCATION TO AVOID EXISTING UNDERGROUND CONDITIONS. CONTACT ENGINEER IF (,/�� Qa 11 f� UNDERGROUND CONDITIONS CONFLICT WITH PROPOSED 'V�Via.�B1�V �G� / i =•---y/ \ ��\ -e INSTALLATION. INMASTRULiURE 6A0UP 4. PROPOSED ACCESSIBLE STALL AND ACCESS AISLE SHALL NOT EXCEED 2% MAX SLOPE IN ANY DIRECTION. ACCESS AISLE SHALL BE PAINTED WHITE WITH HATCH LINES SPACED A / �/ PP + _ •---% _ �� \ '-• - MAXIMUM OF 36' (INCHES). PAINTED LETTERING SHALL BE A MINIMUM OF 12 INCHES IN HEIGHT. Dewberry® P \ Dewberry Engineers Inc. --- ,' T(o - \ _ -• 99 SUMMER STREET -6"..\•b-/ \ �- SURE 700 BOSTON,MA02110 PHONE:617.695.3400 - - FAX:617.695.3310 Ov R4W / j PS5 Gp� /� ` 1�►�� a a� `�\ F4r4 ae7s G¢ 09/03/24 �.' DRAWN BY: JG 1 -_ - �- � --•�\1: r � `�� CHECKED BY. DER TOP RAIL 1.66 IN OD,2.27 APPROVED BY: HJ • � - �/ \ � �` \`� � PIPE(TYP)GALVANIZED STEEL PROJECT 1: 50165658 v � POST 1.90 IN OD,2.70 LB/FT GALVANIZED .!`• \ `♦ STEEL PIPE(TYP.) JOB 8: 50180381 N0.9 GAGE,0.148"t0.00"FINISHED SIZE GALVANIZED STEEL WIRES,2" SUBMITTALS MESH,TOP AND BOTTOM SELVAGES TWISTED AND BARED CONFORMING TO REV. DATE DESCRIPTION ASTM A392,A491,F668,OR F573. ENDURO\ \ SHADE CLOTH AS REQUIRED CONSTRUCTION \ o LAY-DOWN AREA \ ! 1 09/03/24 ISSUED FOR FINAL \+ I 0 07/16/24 ISSUED FOR FINAL TEMPORARY 2 \ \\ L A 03/20/24 ISSUED FOR 90% REVIEW CONSTRUCTION FENCINGI- — �1 TEMPORARY (t285� B•-O" 8,-0,• \ ++ FACILITIES \ SITE NAME N fJ PROVIDE WEIGHTED TEMPORARY NYPA — SOUTHOLD ____ �' + fENCE ANCHORS(PRODUCT CODE (SITE NUMBER: 701192) CONSTRUCTION! \ ++ / 12150) OR APPROVED EQUAL STAGING AREA +I SITE ADDRESS: 54375 MAIN ROAD ` NOTES: SOUTHOLD, NY 11971 TEMPORARY `. \ LEGEND D CONSTRUCTION � � L \\ 1. CONTRACTOR SHALL VERIFY EXACT LOCATION OF FENCE WITH THE FENCING ENTRANCE `� 1 OWNER'S CONSTRUCTION MANAGER PRIOR TO THE START OF SHEET TITLE (T(P'2) `� `�\ CONSTRUCTION. WORK/STAGING AREA \ CONSTRUCTION STAGING AREA 2. CONTRACTOR SHALL REMOVE FENCING AT COMPLETION OF PROJECT STAGING PLAN ENLARGED SITE �LAN SCALE 1RG AND PATCH PAVING AS REQUIRED AT FENCE POST HOLES. FOR 11'IT CONSTRUCTION LAY-DOWN AREA 1'=5'FOR 22':34• TEMPORARY FENCE DETAIL SHEET NUMBER S' 10' TEMPORARY FACILITIES SCALE: N.T.S. 2 SP- 1 0' CDS COMMERCIAL DUE DIIIGENCE SERVLCES INFORMATIONAL REPORT DISCLOSED MATTERS VICINITY MAP CURB INLET NOTES CORRESPONDING TO INFORMATIONAL REPORT: rOG.27.29' I NOCARe OREASEMENTSFOUND. ` INACCESSIBLE - '��`Il. a P P � LIMITED TOPOGRAPHIC SURVEY 0 1 ., TITLE DESCRIPTION Z ` To, o �i BASED ON A METES AND BOUNDS DESCRIPTION UNDER LIBER 13024,PAGE (2I (, �� - �v 1 \\\\ 359,CLERK OF SUFFOIK COUNTY,NEW YOM Y �)ry111 \ O (NOT TO CALE) �L NORTH ARROW/SCALE EV�t v ( \ \ o G t�F�.+• V\P I - \ �y Z THIS SPQR PR PARE BYFIRIPTIONARETHESMME CITL DUE DI WNONA P`'y TITLE SPORTCO.PREPARED COMMERCIAL SERVICES COMMERCIAL DUE DILIGENCE SERVICES CO.NATIONAL COMMERCIAL SERVCES - \ pry gJ, x�ti.�m�nGtn c�a% •\\ \\\\ \ SURVEYOR NOTES LEGEND c��E1E GµE �/ \`\ \\ \4cb � % S CUT ON 1. THISISATOPOGRAPHICM1 .THISONOTABOUNDARYSURVEYANDISONLYINTENOEDTODEPICTTHOSE PL APPROMMATE PROPERTY LINEGa \ \ 4 TOPOGRAPHIC FEATURES OR IMPROVEMENTS SHOWN.THE PROPERTY LINES SHOWNARE APPROXIMATE RECORD LONG CURB\ _ _ APPPDX/MAIE AD/O/NER LINE\ UNES ONLYAWD ARE SHOWN FOR GRAPHICAL REFERENCE ONLY. _ \ ELEV.�27.77' — EDGE OF ASPHALTUTILITY \\ .n 2. THE UNDERGROUND U N12135HOWN HEREON ARE BOVE GROUND FEATURES ANDIED BY IDUSTI G.P.R.S.USING GROUND OHU OVERHEAD U17LI)Y LINE '!� PENETRATING RADAR ON 12/05002],OBSERVED ABOVE GROUND FEATURES PND/OR EIUSTING DRAWINGS.THE SQUARE CULT ON 1 '/ �5 \\\ \\ 4$G SURVYOR MAKE NO GUARANTEE THAT THE UNDERGROUND UTILmES SHOWN COMPRISE SUCH UTIUIIES IN THE ' STAR UNDERGROUND STORM UNE LONG CURB .' —25 ai \ \ \. AREA.EITHER IN SERVICE ORABANDONED.WE SURVEYOR FURTHER DOES NOTWARRANTTHAT THE UNDERGROUND WTR UNDERGROUND WATER LINE ELEV.=24.90' Y— URUnES SHOWN ARE IN THE EXACT LOCATON INDICATED ALTHOUGH HE DOES CERTIFY THATTHY AREAC LOCATE0ll5 UNDERGROUND \\\\ n\\ \ UNDERGRO NDUTRRIEs.ALL U AS POSSIBLE NDERGROUND UTILITIES SHOULD BE THE INFORMNIrONAVAULABLE.WE FIELD VERIFIED Y7HE CONTRACTOURVEYOR RAS NOT PHYSICALLY R PRORTO WE EO TBM TEl/PoRARY BENCHMARK LINE THE TOWN OF SOUTHOLD \o-\ \�\ \ COMMENCINGAYONSTEWORK • BOLLARD L/BER iJ0T4,PAGE J59 O� 4 SIGN T \ APN:1000-060.00-02.00-OOJ00T \ t �\ 'JG\\ y 3. FEDERALEMERGENCY MANAGEMENTAGENCY,FEMAFIRMETTE FLOOD INSURANCE RATE MAP NUMBER361WCOIWH CRATE INLET a/ \ EFFECTIVE DATE 09Y152009,INDICATES THIS PARCEL OF LAND IS LOCATED IN ZONE(S)'7. II Y 8 TELEPHONE MANHOLE 4. THIS SURVEY DOES NOT CONSTITUTE ATRLE SEARCH BY FA COMMERCIAL DUE DILIGENCE SERVICES TO DETERMINE Q ELECTRIC EQUIPMENT 55'4 OMIT HIPORFASWENTSOFREWRD.FORALLNFORMAMONREGARDINGEASEMENTS,MGWSOFWAYANDTM-E } LIGHT POLE OFRECORD,CDSRELIEDUPONASfARCHREPORT.PREPAREDBYFlRSTAMERICANTITI NSURANCECOMPAYWITH _) GUY W/RE . Pi'.LI- iS'�' \ \\ \ - -' ,y -4- A7RIE N0:1200178 DATED 11I302021. (J UDLNY POLE t� G FY 5. ELEVATIONS ARE BASED ON NAND BB DATUM ® CURB INLET WATER \ S. SITE BENCHMARK TBM01-SQUARE CUT ON CONCRETE CURB.ELEVATION:2 (W1VD 88) T ELECTRICC METER TER TBMp2-SQUARE CUT ON CONCRETE CURB.ELEYATON:2690'90(NAND BB) �/^�} 7. BASIS OF BEARINGS:GRID NORTH,STATE PLANE COORDINATE SYSTEM,NAD 0,NEW YOM FAST ZONE `w+ TREE TCURB INLET OC-2445' -� N S. FIELD WORK FOR THIS SURVEYWAS COMPLETED ON DECEMBER 8,20Z3. El LTINCRETE PAVEMENT TOG�24.45' _ - 1 JJ !t NACCE59BLE �1 `� '_'G\ B. AWilMILABLERNAMESAND TAX PARCEL DAISSRVEY HEREON CURRENT O NERSHIBASED PAN TA PARCELUBLIC WORKS RECORDS-\ 1 `` AV FIED FORACORIGINAL DATE OF THIS SURVEY.CURREMOWNERSHIP AND TAX PARCEL OATASHOULO BE ® NO PARKING AREA `` \ VERIFIED FORACCURACY. /x` Ia.PEATHECUENT3 REQUEST.TITLE SEARCHES ONLY REFLECT A 30 YEAR HISTORY.EASEMENTSANDENCUMBRANCES / �M \`\\ \ \\ PRECEONG WE TITLE SEARCH HISTORY MAY EXISTANO ARENDT REFLECTED ON THIS SURVEY. I. PER THE ZONING INFORMATION REPORT PREPARED BY FA-CDS(Ba8)322 M71-C SCLUT1ONS@RRSTAM.COM; QV \-•y �� \ ASPHALT PAVEMENT I 9 ORDERNM:23.11.OaSB,DATED:NOVEMBER 29.2023.THIS SITE IS ZONED:B.GENERAL BUSINESS FORTHE NORTHERN \ \ APPROXIMATE 1iJ PORTION OF PARCEL 4 HB,HAMLET BUSINESS FOR THE SOUTHERN APPROXIMATE 26OF PARCEL REQUIREMENTS MINIMUM FRONT SETBACK B:100 FT.OR THEAVERAGE OFADJACEW PARCELS IF ADAACENT PARCELS ARE \ / \I \ E� \\ DEVELOPED NO.15 FT. MINIMUM SIDE SETBACKS: FT.ONE SIDE:WFr.BOTH SIDE YARDS NO,10 FT.ONE SIDE 25 FT.BOTH SIDE YARDS ARAM UM REAR SETBACK B:35 FT.HIM 25 FT. \ \\ —ElE \\ MAXIMUM LOT RE:81:30 STORIES \ MINIMUM LOT AREA 8:30,000 SQ Fr.NB:20.000 SQ FT. ! \ �•+' 1 �ELE \ \ MINIMUM FIE LOT WIDTH:8:IW FT.HS:0FT. S)� 1 — k�\ i�/ MINIMUM LOT DEPTH:B:150 FT.HB:100 FT. —ELE MAXIMUM FLOOR AREA RATIO:NO REQUIREMENT NOTEO Limited Topographic Survey TOG-2NL£T • E—ELE \ \ ��' MAXIMUM COVERAGE:B:30%HB:40% TTN�2J.04' MINIMUM PARKING:OFFICE:I PER 100 SG FT.OF OFFICE FLOORAREA IT'PP FL NWm79.54 �-ELE ^, ` �� This Work Coordinated By. 7?PP FL NE=7294' CDS- COMMERCML 111 c ///QQQ� DUE DILIGENCE SERVICES 3550 Robinson Street,Third3072 Floor Na Maln Offloss POna Nom405-253.2444 Toll Free:888.457.7878 YPby `\� / Drawn By:JJC � \ Revision: `3 ` �P\' Surveyor ``e / Ref.No:23-11.0058 Data: _ u• �\ Revision: \ Approved By:DRL SURVEYOR Date: / CERTIFICATION Fleld Oa[e: ReWsion: _ 12108/2023 / COZY CORP 79 Date: 1NE TOWN Of SOUTNOLO / APN: 1000-060.00-02.00-004.000 SWa: LIBER 72975,PACE 517 ! / \. / IMERMECUTEWREQLPMTSOP'THIS TMDAR SN R 4CVN AVEBEENC NGINMESTCLOROAEW 1•-1O• Revlslon: _ A➢N: 1000-060.00-02.00-001.000 j YORKTECl/RRENTR MYMVMMN E.STFOO 7..OFPRDBa]E FOR SURVEYING/N RIE 6TATE Of NEW PORK TO 1NE BEST OFMYKNOWLEDGE,INFORMATION,ANO BEVEF. / 1247EOFP TORMU..77/i5Q023 Prepared For: Of N ! � yCOv61-43 p t�/09 ! at ss t NCS No.: C[ Client Ref.No.: Asset No: �� aN PROJECT ADDRESS wme•rrxrPa>„Beel�o,. .o / �J j�i� oCAt-LUS� a)s ! DOUGLASR 3 HOLD MAIN ROAD, NrsLsot9223 SOUTHOLD,NEW YORK 11971 Project Name: COMMERCIAL C3-NYPA-701192-Southold-Southold NY DUE DILIGENCE SERVICES O°pYdOht®Commerdal Due Offigence Services.This 7onnat and style is protected by CDS Project Number. 3550 W.Robinson Street,Third Floor Copydghl,all dghis are rea—Inf.Any use o1 this format and style is stdcuy pmhibHed without 1 1 Norman,Oklahoma 73072 prior"Hen permission fmm Commercial Due Diligence Services. Sheet Of! 23-11-0058 Main Once Phone Na:,IU-25}2444 in